HomeMy WebLinkAboutO-1997-915-OO
e
e
ORIGINAL
ORDINANCE NO. 97-915-00
AN ORDINANCE GRANTING A PERMIT ONDER SECTION 18-a-3 OF ORDINANCE
NO. 915, "PIPELINE TRANSPORTATION", BEING CHAPTER 18-A OF THE CODE
OF ORDINANCES OF THE CITY OF LA PORTE, TEXAS, DATED NOVEMBER 25,
1975, TO CONSTRUCT A 4.5-INCH PIPE LINE FOR THE TRANSPORTATION OF
ANHYDROUS AMMONIA, AND AN 18-INCH PIPE LINE FOR THE TRANSPORTATION
OF ANHYDROUS HYDROGEN CHLORIDE; PROVIDING AN EFFECTIVE DATE HEREOF.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE:
section 1.
The city Council of the City of La Porte has
received an application dated September 17, 1997, from ARCO PIPE
LINE COMPANY, requesting a permit under section 18-A-3 of Ordinance
915, being Chapter 18-A of the Code of Ordinances of the City of La
Porte, to construct and operate its 4.5-inch pipe line for the
transportation of ANHYDROUS AMMONIA and its 18-inch pipe line for
the transportation of ANHYDROUS HYDROGEN CHLORIDE, crossing the
City of La Porte, all as shown on said application. The
application of ARCO PIPE LINE COMPANY has been reviewed by the
City's Director of Public Works, who has found that said
application meets all requirements of said Ordinance No. 915, and
has recommended its approval.
section 2. The City Council of the City of La Porte hereby
approves the application of ARCO PIPE LINE COMPANY, dated September
17, 1997, and this Ordinance shall constitute a permit to ARCO PIPE
LINE COMPANY to operate said pipe lines within the City of La
Porte, all in conformance with the requirements of Ordinance No.
915, contingent upon its filing with the City of La Porte prior to
commencement of construction, copies of its permits from the Texas
Department of Highways and Transportation; Harris County; and the
Harris County Flood Control District. Any future relocation of the
pipe lines herein permitted, within the City, State, or County
rights-of-way, shall be at the sole expense of permittee.
e
e
ORDINANCE NO. 97-915-00
PAGE 2
Section 3. This Ordinance shall be in full force and effect from
and after its passage and approval, and it is so ordered.
PASSED AND APPROVED, this 13th day of October, 1997.
By:
CITY OF LA PORTE
4:~~
Mayor
ATTEST:
.
vn\ QAthll a. .~d1ttL
Martha A. Gillett
City Secretary
Knox W. Askl.ns
City Attorney
AReo <>
ARCO Pipe u~e"com_
15600 JFK Boulevard, Suite 300
Houston. TX 77032-2352
e
copy
Land and Right of Way
September 17, 1997
Ms. Martha Gillett
city Secretary
City of La Porte
P. O. Box 1115
La Porte, Texas 77572-1115
Dear Ms. Gillett:
Reference: Permit Request
ARCO Pipe Line Company
4.5" O.D. Ammonia Anhydrous Pipeline
18" O.D. Anhydrous Hydrogen Chloride Pipeline
The construction of two pipelines is planned to start in January 1998
and end in June 1998, and the proposed routes will traverse the city limits of
La Porte. The 4.5" pipeline will go from Rohm & Haas Corporation in Deer
Park, Texas to Bayer Corporation in Bay town , Texas, and the 18" pipeline will
go from Bayer Corporation in Bay town, Texas to The Geon Company on Miller
Cut-Off Road north of La Porte, Texas and east of Deer Park, Texas.
Attached is a check for $1,000.00 payable to the City of La Porte for
the $300.00 permit fee and the $200.00 annual fee for each line. Also,
attached are two sets of plans for each proposed crossing along with vicinity
maps and official city maps of La Porte with the pipeline routes and shutoff
valve locations shown. The plans are included in the attached drawings for
the following crossings:
SH 146
Strang Road
SH 225
Old La Porte Road
Miller Road Extension
H.C.F.C.D. #8-106-00-00
Drawings 893A-B-G-10558
Drawings 893A-B-G-10550
Drawing 894A-B-G-01259
Drawings 894-A-B-G-01273
Drawing 894A-B-G-01276
Drawings 894A-B-G-12389,
894A-B-G-01260
Drawing 894A-B-G-01283
and 893A-B-G-12370
and 893A-B-G-I0551
and 894-A-B-G-01274
894A-B-G-01275, and
Old Underwood Road
The passage of a permit ordinance granting authorization for the
pipelines is respectfully requested. Should you need additional information
to review this request or if there are questions, please call me any time.
Thank you for your consideration.
Sincerely
<l" N>~ ~
Jerry Jordan
Agent for ARCO Pipe Line Company
Phone: (281) 481-4433
.It,,~ ......,..... .".....;:...~.."n..;.... ......... ...,"'............
c~~.:;;. . . ~.:~:~.;.'r".'-;.....:.~. ..-:.:. '0' .-....--...-
~ ~. ~ ;"7,,~::~~'!i?:~F~~.;~.jm~~~.l;."i~~~.~.:::.fJ.~' .
./ _-. ~ .~~~~~~~~:~.All ;~.:~~~~~-,.: ;.,.,... ..:.~.~.;r,l';:m...~. ~~r '. .. q,. .
./ \?:~ ..::.~..;r.~:.:.:.;~;;;~ :'. 'l..,
.1.. .. ... " -.-
;' -~~~' . r ;';7:" ~:'. "::::::..
..
..
BUSCH \:\
( ('I'n:n \:
..
..
"
"
ISLAND ,'.'
. "
.~,.., JACI.\.TO ::
"
- "
'- '.
') "
"
"
"
f.._..___ N." r . ::
, ------------- '. ./'"
~--~~+--- ~JL,..
\\~ . :
.~e. :
-~.J \ :
.
,
,
,
,
,
~$.
e
e
~.
II ;
~I
rj
~I
)
\
'1
..
)
a.
ii,
\.
.. ----.."
1::
I' ,f IIIIU"
- I
I r I:~ i
. It '/
I ,r. It,
I B I~ I,
It /I
I CI!.
N,: ~
\. :1 -(:::1-- .._.._____..
\ I:i .'
~ ,
~ :i
.
I:
,
;' r)
i
.' -
-.J
./
,
,
,
.
I
ARea <>
ARCO Pipe Une co.
15600 JFK Boulevard. Suite 300
Houston. TX 77032-2352
e
Land and Right of Way
March 6, 1998
RECEIVED
Ms. Martha .Gillett
City Secretary
City of La Porte
P. O. Box 1115
La Porte, TX 77572-1115
MAR 1 2 1998
CITY SECRETARY'S
OFFICE
RE: Ordinance #97-915-00
For 4.5" Anhydrous Ammonia & 18" Anhydrous Hydrogen Chloride Pipelines
Dear Ms. Gillett:
In accordance with Section 2. of the referenced ordinance, enclosed please find copies of ARCO
Pipeline Company's permits with the Texas Department of Highways and Transportation; Harris
County; and the Harris County Flood.. Control District.
If you should need any further information, please feel free to call me at 281)986-5366.
.,
- ....i
Sincerely,
=R JR"
/ I)
~-' , ' _ \....1J:....L~
N. Jo'Shirey
\}
Land and Right-of-Way Dept.
ARCa Pipe Line Company
_. e
e
Form 1082 (Rev, 09-93)
(rrevious Vcrsions Obsolclc)
APPROVAL
Pennit no 97-1121
To:
ARCO Pipeline ~r.y
15600 JFI< BLVD, Ste 3CO
Hwy. No.
Beg. RM o ffse I
Maintenance Seclion No.
I1arn s
SH 225
_ ;....' ,l ';{'J:-.-t.:. '(.3 Il~.~
~. -'" ". .,,. .1
....,. , .1.:\' 1._ /"t .., I '
. -- ...... ....
End RM Orfsel .......
9
Houston, TX 77032-2352
_Count}
The Texa~ Depa.rtm~nl of Transportation (TxD01) offers no objection to the location on the ri.,!lht-of-way of YOur propOsed
4-1nch plpe11ne line as shown by accompanying drawings and notice dated TG-27-97 _ except
as noted below.
December 4, 1997
Date
Your attention is directed to governing laws, especially to Article 6674w-l, Vernon's Annotated Civil Statutes of Texas, pertaining
to Control of Access. Access for serving this inslallation shall be limited to access via (a) frontage roads where provided, (b)
nearby or adjacent public roads or streets, (c) trails along or near the highway righI-or-way lines, connecting only to an interSecting
road; from anyone or all of which entry may be made to the outer portion oJ the highway right-of-way for normal service and
maintenance operations. The Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules
and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for
normal service operations will not permit the immediate action required by the Utility Owner in making emergency repairs as
required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through-
traffic roadways .:lnd ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified
by the Utility Owner when such repairs are iniliated and adequate provision is made by the Utility Owner for convenience and
safety of highway traffic.
It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this
highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of
governing laws. by giving thirty (30) days written notice. ,_.
_ . .....i
You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning
of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming,
topping, tree balan~, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable
investment in highway planting and beautification, by reducing damage due to trimming.
The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences
to traffic an.d adjacent property owners. In the event the Owner fails to comply with any or all of the requirements as set forth
herein, the State may take such action as it deems appropriate to compel compliance.
· General Special Provisions:
· Revegetation Special Provisions: In order to minimize erosion and sedimenlalion resulting from Ihe proposed installation, the
project area will be revegetated
o in accordance with TxDOTs Standard Specification Item 164 which specifies Ihe appropriale grass seed mix 10 be used, or
o as indicated on the attachment
Please notify Mr. Gary Hall, 'Houston 713-636-7400
starting construction of the line in order that we may have a representative present.
forty-eight (48) hours prior to
~ By:
~
Of1\Jli rector 0 t-1a i ntenance
J. R. Salinas. P f
.Pt
3 to
e
e
-- ,-"-
SPECIAL PROVISICt'lS FOR PERMIT NO. q- '1- ( ( l. /
Parallel as indicated.
Traffic contr.ol in utility vock zones ~hall conform to applicable
~pecificatiOC1S of the Texas Manual on Uniform Traffic control
Devices for Streets and Highvays, Part VI.
This approval void if installation not complete vithin one year frem
date of appcoval.
-.
This peonit issued subject to a traffic contcol plan vhich \li~l be approved
by the Area Engin~r or the peCSOCl' named on this permit. No \lork vithin
State right of \laY sh~l begin until this appcoval has. been granted.
It is Irotl1:O 11 Y agreed and understood that the i.mp;tementation and maintenance
of the t:z::affic CXXltrol .plan shali be the responsibility of the grantee
and the grantee shall indemnify and save haonless the State from any
_ and ail damage ot' loss that may develop du~ to this project.
e T(XAS DEPARTMENT OF TRANSPORTATION "_
Specifications for Placing Utility Lines Uithin the
Right of Uay of State-Maintained Highways
1. All excavations within the right of way and not under surfa:ing
shall be backfilled by tamping in 6-inch horizontal layers attd/or
as directed. All surplus material shall be removed from the right
of way and the excavation finished flush with surrounding natural
ground.
2. Where ~odding is disturbed by excavation or backfilling operations.
such areas shall be replaced by seeding. Slopes ~:l or steeper
sh~ll be replaced by block Sodding. This work shall be in accord-
ance with Highway Department specifications.
J. Highway crossings under surfaced roads and surfaced crossroads
within the right of Way shall be placed'by boring. .Boring shall
ext~nd .from cro,"," line to cro,"," line. All lines carrying pressure
shall be enclosed in satisfactory casing.
4.
Use of water or other fluids in connection with boring operations
will be peonitted only i~ sufficient quantity to lubricate boring
bit and provide a smooth flow of cutt~ngs. Jetting will not be
pennitted.
s.
Pipeline material and design for high pressure lines must meet the
minimum Federal Safety Standards for Liquid and Cas Pipelines.
Operations on the highways shall be performed in such a manner c~at
operating equipment and excavated material are kept off the- pavement
at all times.
6.
7.
8arricades_a?~]warning signs, and flagmen when necessary, shall be
provided by the contractor or O,","er. One-half the traveled portion
of the roadway must be open to traffic at all .times. .
8.
Uork perfonned on railroad right of way is subject to the concur-
rence of the railroad company. Uork performed within wa~erway~.
such as rivers, creeks, bayous. and drainage ditches, is subject
to the concurrence of the appropriate governmental agency.
,9.
All manhole ~oVers sh~ll be inscalled flush wich ground level.
The roof of communications manholes shall be ac least five feee
below ground level.
10.
No ~a~ ~euage or effluence from septic tanks. car wash, or sUnilar
fac~l~t~es shall be drained inco Scate Highway storm seuer sys~ems.
Power cransmission line c .
d '. "rosS1ngs Over highways shall be constructed
an m.:nnta1ned a minimum of 22 f f h ff'
I F eet above the surface 0 t e era lC
. anes. dO~ p<:,wer lines abOve 50,000 volts, the clearance shall be
I.ncrease 1n accordance \lith th N . . fed
bl' h d' h e at10nal Eleccrlc Sa ety 0 e as
pu 1S e 1n t e National Bureau of Standards, Handbook 30.
Communications lin~ ~rosslngs OVer high~ays shall be constructed
and maintained a III.l f I
lanes. nLmum 0 8 feet above the surface of the traffic
u.
12.
13.
~ork ~over~d by this permit shall be so conducted that it will not
Lnte~ ~~e 1n any way with any highway contract construction or
repalr work or any Stat .
d' e maLnCenance work thac may be done on chis
roa. In the event such interference occurs, you will cease opera-
tions in the area until h. .
is completed. suc tLme as the road \lork referred to above
Form 1023 (Rev. 9-93)
(Previous version(s) are obsolete.)
.. e
Nonce of Proposed Installation
Utility Line on Non-Controlled Access Highway
~
L~~
To the Texas Transportation Commission
clo District Engineer
Texas Department of Transportation
Hous ton , Texas
Date October 27, 1997
Formal notice is hereby given that ARCO Pipe Line Company
Company proposes to place a steel 4. j" O. D. pipe
line within the right-of-way of Old La Porte Road R/W and...., in Harris County,
Texas as follows: (give location, length, general design, etc.) Miller Road Extensl.on KI W
Location:' Parallel - Entry to Old LaP.orte Road R/W is 4802' west of Sens Road.
Crossing - Entry t~"Miller Road Extension &/W is 6410.9' west of Sens Road.
Length: Parallel - 1635' measured along the pipeline between the R/W lines.
Crossing - 465' meas~red along the'pipel~ne between the R/W lines.
Ceneral Design: Unencased 4~5'! 0.0. pipeline installed by the open-ditch method. See
attached Drawings 894A-B-G-01273, 894A-B-G-01274 , and 894A-B-G-01276
for complete design details.
The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in
accordance with tl~e rules, regulations and policies of the Texas Department of Transportation (TxDOT>, and all
governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and
the "Federal Historic Preservation Act. " Upon request by TxDOT, proof of compliance with all governing laws, rules, and
regulations will be submitted to TxDOT before commencement of construction.
-....1
Our fll"m will" use Best Management Practices to minimize erosion and sedimentation resulting from the proposed
ins~llation, and we will revegetate the project area as indicatecfunder "Revegetation Special Provisions."
Our fl1'm will insure that traffic control measures complying with applicable portions of the Texas Ma.nual of Uniform
Tra.ffic Control Devices will be installed and maintained for the duration of this installation.
The location and description of the proposed line and appurtenances is more fully shown by
setsofdrawingsattachedtothisnotice.(Old La Porte Road'R/W - Drawings 894A-B-G-01273
894A-B-G-01274) . (Miller Road Extension R/W - Drawing 894A-B-G-01276)
Construction ofthis line will begin on or after the 1st day of January .1998
five
complete
and
By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the
conditions/provisions included in this permit.
Firm ARCO Pipe Line Company
;..
By (Print) Jerrv .Jordan
Signature~ 1" "\ Cf~'
Title Agent for ARCO P~pe Line Company
Address
15600 JFK Boulevard, Suite 300
Houston, Texas 77032-2352
Phone No. (281) 481-4433
S.P.R.R.. R/W
_/ ~ E:V~RPRISE 6" P/l \
X_ "
\
~~
...,
~\
~
It:
II
II
X~'
II
>< 227('
I
x
6410.9'
T- - R/W
\. 0
""- OLD LA PORTE ROAD
q; CHEVRON
TO t SENS ROAD
CD
+
to-
N
~
.....
It:
R/W
o
MILLER ROAD EXTENSION,
0
ST. JOE CONTAINER Q!
-
COMPANY ,.,
CD
+
;;;
P LAN
SCALE: l"a60'
~
It:
22.3'
e
-
o
-
I
to-
G>
.....
CD
"-
to-
I
C
....
-'
~
iii
~
It:
R/W
o PIPE SPEClF'lCA nONS
~ g CARRIER PIPE: 4.500" 0.0. X 0.237"
It: - W.T.. API5L X 42 ERW PIPE W/fUSlON
o >= BOND EPOXY COAnNG (14 IAllS) OR
. ~ COAL TAR ENAIAEl
~ .... IAAX. OPER. PRESSURE: 1440 PSIG
Z At't'. rlEST PRESSURE: 1850 PSIG
~ . NOt_10 SCp./!I.*lD STRENGTH: 42.000 PSI
::. 60' 30' O' 60'
HARRIS COU
~ ;') ARCO .J!t,~f,ti BRINSON N::J TEXAS
~D' VEY, A-5
" -x 1/ I'"
-II II - - ~
~ II _U-x
-II'
~ 4" PIPELINE N 72'48'49" \Ii.:'
o
~ d
.....0
It: -
o >=
....
ci d
z
,.,
CD
+
;;;
f
20'
lAIN.
9"
GROUND
~NAlURAl
':~%~,,/~y;~~
SCAlE
~,,~'"
-
mlA-NAlURAl GROUNO 0 R/W
ASSUIAED ElEV. 100.0'
f.B. 2053. PC. 16
<> AFlCO Pipe LIne Compeny
---
4 - PIPELINE
ACROSS MILLER ROAD EXTENSION, R/W
-aa ....~.II'PI.
IlAII 0&/18/97 .... ENCII. II'PI.
-
OAK 894A-B-G-Q 1276
REVlSIOH
95.0'
PIPELINE
4"
T.O.P. ElEV.
~
I HAllE I DAK I HAllE I DATE J MAllE I DATE , REV.
DRAW/NG NO. OI'tRAnoNS DlGIN[[RING DIlAFTlNG NO.
...
PROFILE
SCALE: 1"-60' H. clc V.
-
-
,
I
or REn:RENCE DRAWING
mu:
\
tl :),
\ <l
~.. c
"'\ :.
I %/
. ....
..,
..:.. ElOST AQCO PIPfLlNES 'l EXIST. ENT~RPRISE e." c,crlllll~ OF' ENTRY ~
CHEVRON 6" P/L-.... "'::J
. ~ \
-II~~ !il9":J.l. __ - X _~~II-=-=- J__ II _JI ~ ;;l==--t II _, ;:;:;:-~~_
--:--11- - X II' , II - II ' II II II II - -., ~ II 4802'
~ f- II-'~ ,2'48"9" W - 590.6' -" II II 5~ 11----1- ---:sJ.,~J6.I'-1I II--l
. \ ~
-------...- - --- ---:;----- - --- ..
-1___ It OLD L~PORTE ROAD ~___Il~O_4~::.':E_ -- s.~~~.~~
--- R/W -.
aD
CID
HARRIS COUNTY.. TEXAS
ENOCH 8RIN.SON SURVEY, A-5
EXIST
<t.
-0
o
+
,...
....
....
\.J
Z
:J
:J:
f2
-<
::E
e
o
"!
I
"
'"
.....
en
.....
en
I
~
~
CARRIER PIPE. 4.500' 0.0.
X 0.237" W. T., ~PI5L X 42
ERW PIPE w/ruslo~ BOND
EPOXY COATING (12-16 MILS)
MAX. OPER. PRESSl'R~: 1440 SIC
lAIN. TEST PRESSU~ IC
lAIN.I(1Q.O 1~&~ . SI
tiU,J.-
'25' O' ~. 00'
\
;,
...
..r
\\
o
o
+
,...
....
.-
\.J
Z
:J
:J:
f2
-<
::E
--
Ii SOUTHERN P'C"'C R R _
."
,
ct. OLD
PIPELINE
VO
""0
~+
ON
IN
el....
I
lD
I
-<
v
CJl
/0'
\.J
d~
~O
\.JI-
bt~
1635.1)0'
99.09
rEEl:
RODS:
SC"LE
TOT...~
TOT...L
50'
PIPELINE TO M"INU.IN 4' COVER
UNLESS OTHER~SE NOTED
NOTE:
-----
R/w
-
u
..,
...
o
....
'"
....
z
o
iii
~
It:
&: 16
ARco PIpe Une Com.....y
_ IDAS
3
""'~
~,..
r.B. 2053 Pg!
4" PIPELINE
UNDER OLD LAPORTE ROAD. R/W
LOC. 8940\ HARRIS COUNTY. TEXAS
I
-r _
I
Ilii'''' ilLS CNfC:itD 6S Al'Loon._.
Ik'~ sc..r 1'_~' .... (.... .,...
894A-B-G-01273
DAT[
R[VISIO..
RCV.
"0.
.....[ O'IC
ORAnll'G
..
01'''[ D.IC
- -
C..GINUIlING
.....e I 010 TC
OPERA liONS
DR. WING NO.
Till[ or RCI"[RC..CC DRAWING
e
ct (ItO
- -- ---
R/W 11/11
r:rn
B.JLB
'f SPECIF"II ."1
CA.RRIEr< PIPE: 4.~00. 0.0. ~.
X 0.237" W. T., A.PI5L X 42 -
ERw' PIPE W/f'USlON BONO I
EPOxy COILTING (12-16 MILS)
NOT TO SCALE MAX. OPER. PRESSURE: 1440 PSIG ....
MIN. TEST PRESSURE: 18~0 PSlC t'I
lAIN. YIELD STRENGTH: 42,000 PSI ......
Cl>
50' 25' O' 50' 100' ......
Cl>
iii ~ - I
'- -
M)T(: PIP(Ut.( iO !A"'IIlT ""N 4' COvER SC4.LE co
UNLESS (lTHERWlSE IJOTW :lr::
~ e. 20~3 Pgs. II, 13 &< 16 I
- - - I -
- - - - ~~ AAOO PIpe Une CoInpeny
..., -.... IQAI
- - - - u
- --1- - - - '- 4" PIPf:L1NE ...
...
- 1- -, - - UNDf:R OLD LAPORTE ROAD, R/W ~
- - - LOC. 8944 HARRIS COUNTY. TEXAS ~
- - - I..... Olln. _.
l'II....., ilLS I COCOC[D BB :Z
- - -
0&11 4/30/97 (SCALI '.-50' '.....r_._. 0
- - - iii
N.....r I D...lr I NA"E OAT[ ~~T[ IltV. D"'lE 894-A-B-G-01274 ~
DIlAWING NO. OPER... TlONS t>lGINt[RI>lG OIlAFTING NO. REVISION
..
\.
\
:1
\
A"
'Or
.
\
1...
-
HARRIS COUNTY TE X A S
ENOCH BRINSON SURVEY, A-5
~ ~OI_:T~ER'" p~C1rIC R.R.
B ~
'l. "qt;o 01"
Ii:
POINT OF EXIT ~ EXIST.
aD
REf'[RENCE D/lA.WING
or
f1TLE
. - .'? f)7f
o n I: his I: h e _ c;::::"'){ : '-L.!.
_ ~-A-~
day of .....~:.t;~.t..,/Jl(.
, 192z..
the
an~
Commissioners' Court of Harri$ County. !exas c;ame' on to be heard
considered the foregoing a~d ~~ed~qUest ror Per=ission for~
Cons truction Acti vi ty of ~ . . '"'" [.-" J. t~.I7l P/l-,.'-J~
fi~fi ~ 1 ~
.da ted JJ/:..liltt.lfll /~.; IIlq7 for per:niss ion to make use en certain ~
roads under the jurisdiction of the COlllJllissioners' Court of Barr is ~
County, Texas. and in accordance with the rules and regulations set out
in thaI: certain order entitled. .ORDER REGULATING THE LAIING,
CONSTRUCTION, MAINTAINING AND REPAIRING OF PIPELINES, MAINS, CONDUITS,
CABLES AND OTHER FACILITIES. IN, UNDER, ACROSS. OR ALONG ROADS, STREETS
AND BIGHWA!S IN HARRIS COUNTY, TEXAS, UNDER THE JURISDICTION OF THE
COMMISSIONERS' COURT BI OWNERS THAT DO NOT HAVE THE STATUTORY AUTHORITY
AS A PUBLIC UTILITY TO OCCUpy. SA In ROADS", passed by the Com..nissioners'
Court of Har:-is County, dated the 24th day of
19~, recorded in Volume ~, at Page 204
October
of the Minutes of the
Commissioners' Court of Harris County, Texas.
Upon Motion of Commissioner
, seconded
by Commissioner
. .
. -..i
is ordered, that the said request be approved and the same is hereby
, duly put and carried, it
granted according to the ter~s and conditions of the said Request for
Per~ission and the abqve described Order, said Request for Pe=~ission
and this order approving the same shall c:::nstit~t:.e the u.nde::-standing
between Harris CQunty and the applicant.
~~
Pro...sented ~ Cannissione...'"'S' Ccur: a.."'Xi
a~. ?eoorded voll.:re iE.S-
Mi."n.~ of C/'"fftfti ~...i Ol'le...--s' Cour:.
/'"'T'-:;;:, OF a:::-ms.sZCN::P.S" c:c::tJRI'
).7 7,., ~; Li...... .
By //, If~:).--.. , 7/1"!J-f J?~( ___
. ....'IYlAl1ye. HOLL.JMAN Ce?-lE!
NOTE:' Evidence-of'revlew by the Commissioners' Court must be kept on
the jobsite and failure to do so constitute!.irounds for job
shutdown.
J ~...-I-5,. jq, , q .::17'1 .:>~ ::z". ~ '7 (j ~
-
e
Terry A. Anderson, P.E.
Councy Engineer
PERMIT DIVISION
THE REQUIREMENTS ITEMIZED BELOW ARE ONLY A SUMMARY OF THE BASIC
REQUIREMENTS OF THE ORDER OR SOUND ENGINEERING PRACTICES GOVERNING
THIS CONSTRUCTION. THE APPROPRIATE COML\1ISSIONERS' COURT ORDER SHOULD
BE CONSULTED IF ADDITIONAL INFOIUv1ATION IS NEEDED.
1. THE CONTRACTOR MUST PROVIDE WRITTEN NOTIFICATION TO THE HARRIS
COUNTY PERMIT DIVISION OF THE ENGINEERING DEPARTMENT FORTY-EIGHT
(48) HOURS PRIOR TO COMMENCING CONSTRUCTION.
2. NO MORE TRENCH SHALL BE OPENED AT ONE TIME THAN CAN BE BACKFILLED
AND COMPACTED IN 10" UFTS AT THE END OF EACH WORI< DAY. (NO TRENCH
SHALL REMAIN OPEN OVERi'lIGHT).
3. ALL EXCESS EXCAVATION SHALL BE REMOVED FROM THE ROAD RIGHT-OF.WAY
AT THE END OF EACH WORI<DAY.
4. DITCHES SHALL BE OPENED AT THE END OF EACH DAY OR WHENEVER A
THREAT OF RAINFALL EXISTS TO ASSURE ADEQUATE DRAINAGE.
5. ALL ROADS MUST BE KEPT OPEN TO TRAFFIC AND THE CONTRACTOR MUST
PROVIDE ADEQUATE FlAGMEN. SIGNS, SIGNALS. ETC.. TO PROVIDE COMPLETE
SAFETY TO THE PUBLIC.
6. IF IT BECOMES NECESSARY FOR EQUIPMENT TO OPERATE ON A PORTION OF
THE PAVEMENT, PRECAUTIONS MUST BE TAKEN TO PREVENT Al"-l'Y DAMAGE
WHATSOEVER TO THE PAVEMENT.
7. CONDITION OF THE ROAD UPON COMPLETION OF THE JOB SHALL BE AS GOOD
OR BETTER THAN PRIOR TO STARTING.
8. ALL TRENCH TO BE SHEETED SOLID AS E..'{CAVATED UNLESS SOILS AND/OR
ENGINEERING ANALYSIS INDICATES OTHERvVISE.
9. IF ANY OF THE ABOVE CONDITIONS OR ADDITIONAL REQUIREMENTS OF THE
ORDER REGUlATING THIS TYPE OF CONSTRUCTION ARE VIOLATED. THE
CONTRACTOR IS SUBJECT TO BE SHUT DOWN IMMEDIATELY.
~ra~/
Terry A. 'Anderson. P .E.
County Engineer
Q9(X} Nn";,w~!:r Fwvu Suir.. 10'1 ... Hnu!:rnn_ T~l[:L< i7092-86IS * (713) 956-3000
HARRIS WUNTY ENGINEERING D.ART~lENT
PER1\'IIT DIVISION
COUNTY AUDITOR'S FORM .197
IfARRIS COUNTY, TEXAS
RECEI.PT NO. 0052881-4
HARRIS COUNTY ENGINEER'S OFFICE - PERMIT DIVISION
PAGE: 1
PERMIT AND SERVICE REQUEST RECEIPT
RECEIPT DATE: 10/22/97
THIS RECEIPT IS ISSUED TO ARCO PIPE LINE COMPANY AND IS A
RECEIPT FOR PAYMENT OF SERVICE REQUEST(S) AND/OR PERMIT(S) LISTED BELOW:
**********************************************************************
NOTIFICATION FEES:
NOTICE#: 18247
PIPELINE INSTALLATION WITHOUT STATUTORY AUTHORIZAT
1,050.00
SUB-TOTAL NOTIFICATION FEES:
1,050.00
======================================================================
RECEIPT TOTAL:
1,050.00
TOTAL NON-CASH: 1,050.00
NON-CASH I.D.: 3229
ORGANIZATION 208 PROGRAM 635
,-,
...1
12z~ t~'60-
BY:
ORIGINAL
-
e
SUBMIT FIVE COPIES
?:::Cl-::S:' ::C'? ?::?.'-!! s s !C~~ :.:? ::~1 S:?:,_- ::-: ,:.~; .~~:::- :-:: -:-.:-
?~ec.:..::c-= :
/B?'/7
~;c-:.;.:.:. =a -:: =::
::=::. ~:.;: ~~;e :
2,
53<=? 540
) .,
~
5'11
TO: " CO~ISS ION:::?.S I COt."?.T
:':' -;'~1Y CO-~''T'V "'":'X~S
.~'-" l..:'.... _... I ____
ARC. 0 i PEL i N Co c...o I'~ PAN Y
. . . . . . . ,
ces1.='=":-:'; -::0 :...~:. -:.:..a~e cons~=-~c-:'1.0~
{~a~e c: ;e=s~~ c= e~~~~:.
ac~:v~~!) =e~~es~s ~e~iss~=~
=ain~a~~ a~c/=~ =e~a~= a :=c:l~~y i~, ~~=s=, a===ss =~
s~ree~ ancVc= ::~<;h',"ay .."!.i:'::':":: ~===~s c:::.:::-:.::"
::-cac.,
l:.~., c=::s~=:.:.=":.,
a,,:,o:1:; a CO~::'i::'-'
Texas, cesc=i~ec
below" :
:acilii:Y i:= C=css ~cac
?.oad Na=:e if
3lock Ntl""~e=
IOisi:ance & I Lenci:h of I LY~~ 0: CC~S=~~C=:~S:
,'Oi=eci:ion froml C=o;sing ~ -- (C~~C~ :~~:
,Nearesi: Road 30-=~ 3ackec ~=~~~::. ==se~
!~--=~~:~-;~- I : ---
./ ~ J d.; -.. - -; - - - - - - .... u I 8 ( ',I' X
I-C.;..y BE"ACN R . /8-00' 5~o SE cf'r;w:Q.GQ~:&.\J /(0.
11 ~VE"A~~~.sAJ Rr:. : i .....,. S'jJ 01' T.qi'C,'~)I!B~.......J( ~!:). lI~i X
~ OEv ~A.GA E~AJ ~ o. : '.IN.;, So/ 01 TR; .C/il} ScAc'l 'Ro. 11 :1.'! X
.;lg Srf{A.....G Ro. 100; 2.1?~..,' N t:Jr 5.H.1..~ ~O'i X
31 S e,.,s .~o, ~ao j.4,,,:10' S of S7"AA.~b R..IJ. ~l:.'! X
',L' E~ Ro. Ex rG-.JSI4_ RhJi Joi...s VI R/"of 0/'/ ~ Poor~ RD. RJw '("~( 0 p e~ CCoIT
'd U4Jd~AWOaD RO. 100 l 3/Q' oS o-f S. 1-1. J.2S l ~S': Di~E'c. "";0_ A; O.tt,; L.l..:
:ac~l~-:.y i:O ?a=allel Coun~y ~ca~ ~i~~~:1 ?.~;::~-=:-~ay
?::a-:. ~:~::= ,;
3loe;,: ~;:..:==e=
:es=~:~~:=~ == ~~e
:;S=~:;~::~ == ?=:~~
. . . - ....
a~ ~~~=~ :==~~~~~.
.. ------
- - -
-----..--
.=-~,....- -- ....,..--
_ _ _..'- c:. _ "".__'-..
I =- ac i.l i "':.~. 5e:g i.:-.s
~=as=s ~= == Wi~~i~
I I G~ve D~'stance &
,D!.:::-ec-=.:.on f::-om
: ~iearesi: Read
~.::.C~ ~_.=: -t~;a ,-,-
IGive Disi:a:lce &
IDi-"''''-;on -=-......
I .. -- ---- _ --: .........
;:-;=a=es~ ~oa=.
- .
---"'---....-.~..,
i .:..._..._:::0<::___......
i
!
:::~e=sac~:.c::
AN 1'1 Y 0 R..o... S P i I) .; L, o.J E
A"'UC ~YC~O~=N ~H!"o(.2.I;:;t: p,.'Ocl....,..;c
(:..: ~;;;;:!..:-=~=2.=) I.!.~" =.C. X ~.2"a." 'N.T. AP:~L.. X CI<. EI?'JJ p,.~
: 6;/ o. C. X o. So 0 v.I.:. /l ,:::J I 5 {. X S 2.. t:- P. 'JooJ t=.,
Type of :=c~l~~!
?:;e S::: & G=~==
:::C"U3I~ "A"
e
e
~y?e == ~a~==ial c= S~=s~a~ce
~o ~e t=ans~or~ed:
An~:c:~a~ec wc=~ing ?=ess~=e
4.5" 0.0. Ammonia Anhydrous Pipeline
18" 0.0. Anhydrous Hydrogen Chloride Pipeline
1440 PSIG
':'~e
. .
..:..=:::a-:..:..c~
2.~d
. '.
cesc::-':":=-=':':::1
'"'~
--
-....::0
"--. -
::==::csad
. ... ... .
:..::s~.a~_.:-:':::::-:
-=. -...: ," --
-..-. -.
ins~alla~ions is mo=e fully sho~n C~ ~~e a~~ac~ec c=2.~~~~s.
The c~r.~e=pla~ed laying, cons~=uc~ion, mai~~e;.ance 2.~c/c= =:;a~=~~~ ==
~he above faci~i~y(ies) shall be co~encec anc co~;le~ec ~o ~a~e= ~~a~
ene (1) year af~er t:~e cat:e ef -:::.e g::-anting of said ;:e:-:::i ~ =y ~he
~a==is Cou~~y Co~~issicners Cou=~ and shall =e a~==~;:~s~e= ~~
acco==a::.ce ....i ~~ t::.e ::-..::.1 es and =egula ~icns se;: C~~ ~:1 _.._ _ ce=~air:
= == a = e ~ ~ ~ -: ~ s.= "':~:::::~ ?:::::; :'-=-~.'::~:G :::::: =-:.:.:: :~;::;, -:::: oS ::=.:::-:: ::: :.:.:.,: ~;:- .:'.::; ::::;
.~.:.'lD ?::::.~:~::SG
F.~C!!..:::T::::S IN,
::_~~_:.! S
c:)c~r:::,.::. I
CF ?I?:::r..::s:::S, ~_~.:~;S, C::~;!J::::'S, ::,;3:':::5 .:..::~ .J'!':::::?
. \.::SD:::~, ;.C~CSS O~ .;:'O~:G ~C;"DS, 57?:::::::'S ,:...::: :::.::;::,-;...,:.::"5 I::
:-::::-:.;5 u~D:::? '!':::::; ::'-:::.:5:: :::-:::CS C:- u__ ::::-:'!:35: :~::::~S'
Ow~~~S T~;T DO ~OT ~;v~ T::~ ST~~UTO~Y A~7::~~!:-~ ~S . ?~5L:~
COli?'!'
-..
.::.::
~TI!..:~: TO CCC~?: 5A:~ ~OA~S": ad~~~ed =y -~- 2=~~:S5:~~==S'
--..--
---- - --
::a==i5 C~~:;~:{, c:a;:ed t:~e 24th =ay c= Occooe:-. 1989
=ec===ec in '.loh':'::ie 145 , a~ ?a,;= 20G. =: -~- ~'~~~'...:~es == '-..:
C~r.~issioners' Cc~=~ of Har=is Coun~y, Texas.
!t :s eX;~assly ~nce~s~ooc
~ai~~ai~, =epai=, =eloca~e
sole eX~ense i~ ac===dance
::y g:. .~. :'~g
.....=-.: ~ -:. e n
~:;~ice
~~a~ ~a=~is Co~~~y ~ay ~a~~i=e
a~=/o~ adjus~ ~his :ac:li~y =~
~it~ exis~~~g s~a~~~=s a~c ~~e
-=:-:.e
,..... --.= - ...-
..J-,.__ -.....,
-::::.e
,......0_.=.,.' _
...,.;.....-- .,;,
~o
't::te C'.,,~::-:.e=-
sai=
"""'_":.0""-
"""'_......_-,
---...---
:'--"--=--
~::e
;:'::.::=es5
"-.=-:'; -':-.=,1,.....
..-- --..----",
:-:::::: .:'_'! 0 :'-~i':' S 1, 050. 00
?..=cei;:~ ~o.
.~G:::~:':' a~=/c= Cr;..,:Z:::?,'S SIGN;'.':""'...;::'.::::
Ow1-i:::?' S ~)....;.,,!:=: (?=:':'l~ed): ARCO Pipe Line Company
f~~ J~~
7!T:":::: Agent for ARCO Pipe Line Company
Please ;=:.~-:
,:'.:::>D?':::SS: 15600 JFK Boulevard, Suite 300
Houston
October 16, 1997
ST.:'.'!':::: Texas
TE!..E?::Ol'i'::::
281
,....T'T'V.
---.-
:;: I?: 77032-2352
481-4433
DAT::::
~OT!C:::: O'..:ne= shall give ....ri ~-:'e:'1 :1o~ice 'C:::l ,=-~e
Euilc~ng !~spec~~on Sec~ic~ ~a ~ou=s :~ ac:vance of
=::::l),=....i::.; ad==ess: Har=is Coun;:y :::::.gineer, 301
:-ex~s "77002-, A ~ -:e~~:'c:1: ?e:-=i t Sec-:io:1. ."~:ola tic:1
c:: l.:.~~::.
~--":-:='C..,.../::
-..--: _..,--- -
c=~s~:-:.:c-::c:-:
a-:
-~ -
..... -
s~=~~ c=~s~:~~~a c:-=~~ds f=~ jc~ s~~~==~~.
~ai:1 St:., HCi.:s~or:,
cf ~~is ~=~~~=e~en~
EXHIBIT "A"
e
e
.owe:.. 8q~A-6 G-/05l/~
WG. S~.3A- -6 -/OS</.7
,.,
,..i
Q
..
R
- H..s./T.S
U~Nl'l
COU~
v
^
~
L
''!:~~----''~.''-''i''..-'. ":-'.1.
'.~ KE:Y ~/IA?S Ii"C.
v,,<..'Io..J'""'7 MAP
..e
e
540 ~,:". '.
r1- " ......~~..~:: \~ dJ.jl 'l ~ 5.0.1
"\ H^RRIS CO' NTY ~~ " ( \... :E1....H.1J"C ;-a ~ ~~~~"'~I
. ~): !. SAY JOW ~ IN! ~~..;~ Is. 2'00
I'\-..-. "'LEX"', DER ISLA,VD ' '.l .~ oJ:r: ~ :o.::!:....;,
Ir'~~"';.;:m:-- . ~ ~\ . Ie O!O ....-n '.4fe]iUo-
~1~~~.~".,.."...vsq.I!%:)B t '~~ SJ........~Oi~~;~
. Ii V"'--~' ,,'\ '(. \ I'-..s ,...:::;-- ~
.' ~ t'J 6.'..4Y ~
l r . ~ ~ ~ i/llc---~::,;,~ \1 .~ ~
1&1~ "L plj ~ ;f/ (( .!: I 1)( BladD~"\~. +!~;
1 ~~, ~ /. ~ . ,)} ~ 1 \. Bay ~~,_.;
I "i " ! l 1,\ ::t 1 rI . .) I?'-::- ~ ."o/~
~. ~ J:" ~ rr \, ~. (i ~. .J!" cr ~V .,~.
~~ ~ .: r, \ ::;1' ,. . -:-:::.:. -:-~ ~i i~ %~].
\' ~ ~...c _ /, ",""f..?l ....."., ~.
I. . ,\~......-::::-:- ~ ;;.... ~ ~ , I \ r- -=~ .'i'I ..'
i ~~1!~-'~) j~ ~ ~: .r,p~/ ..~ l'~-'~
i V=...JJ ~ 1-:. Ii ~\ ..... ~~ \;. ""
~ l L' '!...~/ ~~V\k'" - ~ '~,:~.'
l ~.~~, ~~f~ r. \.~~
I, ~I ~ \~~~.. . ,\..
~ il I~ ~I STRANG RD =,]1' ~::. ~~ ,.)~'~
I ~I: If '7J~ },\i' /::1 -~~1.--.. ~~?I. ~iq
~~1 DUPONT'D N A.~~ .. tl ",q.'~, I - l"i~ .~
41 ;/ ~~~I .~ 0/' ~'~'--. ~.:,
~H..\MRIS COUNTY,....... ~ ~ ". "1~~ ~ ~ .~ \~k
_~..=. /_;; ro..lIJ; "-.:.~~ ~ !Si
~~."'~ /i~/ '-' ~ I....... "V' . Si'1J.L.tlA "S \'1" ~.~
;;.: ( _,-'-'i'. · ... j ...:- " \~I ~":..v'
~~.~J .,', .~ I . J~;'~- jl~..~~~'~~_ '~f~~
~' ~....~~ :- !!~:'"~~F!l'P~(I:~C:~~ ~~~ ~~~.
~W~. .-: : r - - - t '1: f ~",.r ~l, ~-~. I ~~~__ ~) i7'
~{Co N~2af l.'- bu\g 7~/' Q ~T~ '~--,~~}[.:~
""0 .. r (, . I .
.. Ii' j , , . Jac..'" '
~~~~ \' -. .1J~:i //1 Sa: \ \h . '\ :~
~--<~~1 ~~ r: If,' /#J 1
~ ~,II ~j ~~ j
~:. . ~ ~'=::..:-:~-;-~.~~~~~~ '
I'. N B' ,-~~_...P
"! TENNECO' "'11I ShiP (.110"':""';
l ZT ~~ J L..,.., _Borba~~r.~Mtij
! . ~ \',\ ~~; (~I~I'(,,~~fP &P~Jf'Jl1,~,
t a I 9. ~ Cl 5 J: IMS~C\"IO
t .. 5~ z ..) ~ P'.".. !
t. 0 I .aol-- ::5 .. ""T"'" ~ ~
FAIR l~ LA PORTE II ONT}.'" RoC iii ".... ~~
III FAEifo" w 0 . \ _c..~~ ..?
-- "'11101 a ~,*,o. UI ... ..."...r ~V.. \ ort"~
AS C~ L.U:!' W. BARBOURS CUT I.:t.D I\.. :l ;. ~EO~, '. ',; 'CO'~ ~ '~ i
:!;I I ... 1100 ~I ~'~I ~ q" . 'j!\~ ~ \ '\ i
z 1 'hr.!!!" Z ; lIh g. 51 ~ L .~ \ - i" ~ <;-
~I", IS:.:.;H:, nJ :I; E IIAOOISON z,::, ~,~ 0-' ~,,~ ;10 ,
. .!!,.CST lA I~ \: ~ W Y ER ~' ~z ~ ~ ~ :i~ ,~\ Z ~ :.
; ~ i ~ ; :;; Ii1 '" W o\D II ~~I,; ",-p,\ ~ II' :\ "4. l?,. ..,0" ~
. "'z '" pouc '" f, ~ 'lIl. 11',. I I'! " z..,
. : ~~ ~ _ _ _ __. ~ ,.'&~ ~~ ~ ~ C" I" "..'iI'" P 1
- W. "'AI" nllfZ W,. AI'" ....,., 'S ~ 'f. ';.11 __ ? .
..~ ~'" :s. ~'f.i"'O ~ ,(.'/ I
~r- ." 1;1.';;;2 ws~P~~il o\.,.~,,~\~..\c;. ...,. R/
'i;.;~(m-:.~r].\('~",'\-:oo; ~'UlI .~... ~ . . rI.."Co-'
.~: Kl:Y M~?S INC, "'1;. or ~:...".: -:rf~"';&.:~-;';;':"" l) - ": . . ..
...... ........
'10
s
I
I I
I
I I
I I
I I
II
I
~
~
5it ,-,
W.l~ARBO
(,
v....c..,:......,,";.., MAp
.
'e
L-'- _.~. Xg:, 539
.L -~~~ ~
I ~ ......~~.,,- .r~.
~ ~::;.
Wf:;M ,--- J /:~~
~,."T" AT'OO {/ ~::: .
US' .~~~~~, jf \,'
. .............. {.....{/UU ~ 1(\
TEllAS .....ICYLoS J l OL.O CL.ARK RO ~!)1
Cl~ QI.KYL.S t 11:, ---. 8 ~! (~' \$ ,....
?~_ oow _ ~II:' .. ~~ t, ~ fA
1',-- CHII:Mlfl. ~-c- G ""'IT'
- io' 11:, \. .r ~~~::!. \. H '" l...
J. / ,\ ~ 11 ~ JA -J ~ ~! ~ 9 ~
~" ' . '~rf'- 1. 1 1 ~I . ( i r
!;;~ ,~~~} J . f ~S ~l \, ~~
~~//i. 6(,'" r~ f?' r81'J';'~L' ~'I' ~ tr=-...';'.'::.. CII:
7"00 V. usa ~ 'I: II, ,..... I H .7 ~ . '7-'-~ w
'. CHEMIC..LoS; I 'j)." ( ,,~~
, " . 97. 1: .. ~ "" ::: :/
~-, 00 ,STA,-NG AD ~!..,... 16
" I. t3TH ~~ ~)~ k<~ 1- PAO~;~TS ~. I~ I t i Q:~ 'M ~<<J ~
.. :-....ca:..~ ~ I.APOIITE 't:.. SP'Y' I ~ ~ cJ()~ ~,
a r') -- .... , ' ' "'"' "11 ~~'.
"Ii:~' I ~ ~~~ k'~ \.'N'" 0" l~
.i ~EER I <; ~ll ~,~~ /1"'-\. 0 = !~
.. ~ L.;:\ _ ,... I ,_ i!.! ~ . l ~
, ... -,......... N"!-r ~. ~ ~ , .~
~: ~~ OO~YVIL.L.E r;:) ~s... tl,~1\ "'~"'-4IP:,.):.......~:'
~ , a ZZ r I' ~ ~:lu ~~_. _', . '~'~sOo :;.er........... ~
~ g: e e~~l 0 U3Jr~~~~~:~T I"~~~~'
. _ _ ~ r ; ::J' ,1. g 0 AFSMITH' :! .\~o - ~ ~,~,,:~
f .' . (]J ~ )"'.. 0150 ARC: I Z OV t! ~ ~
I ~ ~ ~riCt~~ii:lH~ ~ li.!:!~ I~t~s ' :~~~-;""":,J~ I7sa;
. ~I '3 " glH :; ct-Fjj 'V" g~ ~~. - .- !I_" C
al Q ~ 5 N. ps; ; ~(.J1; N ST . --o~u ... ~~ -i~rr ~~w ~
~ 8 ~ BR IDE ~1Ilt4 ci A 15 SKY VIEW Q
a: ~ BRO rtW ~ ~. ~ L.mL.E BRci5t fi ~
~ ~ ~ 0 9 () : ICII: MAPSINC. == PL.AIN'~~BRO~ t3 E PL.AINBROOIC
Q OZ ;;; = 0 ... L r~i' .. SUNSET RID III
::i ::I ~'~, ",,,..ri oma~LlIVAN ~ ~ TH :Sf FIEL.O.f.!!m ~ E FIEL CREsr-
. PASADEMAJlI ~I : ./" _ ~ fi'tI > Af I . L ST
C ~ -".:;""'12 )Ii WRE { ~I... ~ 4: "~liJO; 311 ...1 ;1'.\' %
::1 ':' ...p.<(~~ AR '" go. L.OWO c \I too
~ :\.c ~'I" .... ~ ...Z It 0 u= 00 u !l ",;j~A'L.vO((~ ="
- I~:I~ LA PORTE _ ;~z_l :~11:5 iilr...v~
~ ~ :\:l ~OM: e ~ HU IRO u; N - g ~
- :;i- ....' ."'1. ~ 0 ~ ROlIN ":... ~ NORTH N
-'-"" III U NH .;oj ~
.. -'!! ,.,w ~ 0 to" \ :1 ~.. 1050e ~I ~l O~RL.A CT
I ::E ::l .. ~ ...~;;; I GI.EN P".G~')I ~I
VI 8 - W.' '~~, ...... "I:: iP -
I ~7'(: ~ \i -.,- =~i4c WAY iil
5 ~ CRK!I ~ ~ I E ~ P.lRKCR~ST LA PORTE
'I 0; !-=, CT~c=T'" g
\ j\ I z i U:"~P:":'~~~~II~IY ..~ ",,,r4ICIPA APOAT ~
'OJ \ ' ~ :.: ONE '1' .. MD..' ! ~
x i~ XGL.EN V_...,..~, :."" :'z
~::; MOW '""I....U... (Q :c
~ CRKVl",!.l"'v z 'I:
""OQ.. _ 9700 SPi:NC W. CMAIN
/ l ..L.O ORC" 0 4sbo ~ I
"""~.... -
"--. - ~.... _.__ ~f.~:2L-'l.';,~~;"W'"
o"~------~._-~ --.7;---~-- I M. ~_ IJ....
~ -;t I MILLEA
... 8300D
B.. '~::
Lab ' %I~
'"
~
~\ fa ~ ,
~I.TEX
o
W.II. GIIACE ::l
..--
539
CUT ~
.0
17
B
II
./
1
i RAOIO
1 rOWEII
j
I
I
N
J
""I'l.
, !inn
I
g
3BOO ~ I J
FL.lNT~ DAVE
...
7 N CST
t--
~ ::
...
.. I
N
... Z
~
~
..
0 Z700 vi
.
'C. KEY MA?S INC.
v ;~ Co. /' AI /' t-.. 7
;V}~p
--
-*RRIS COUNTY, TE~
WILLIAM A. SCOTT SURVEY. A-55
ct akSELlNE
( 15 )
A.SHBELL SMITH
LAND CO.
S 54 '17' 3 7" W
P L A N
SCALE: 1"=20' TRI
I v
w<O - U')
-- 0
ucri co -r<O 0
Zm m om
w ~ ~ ~
lL..>z > -> z .
- l.LJ <t w Ow ~~
~-lCD -l o:::-l CD-l
,w:J: w <w w
0::: ~ CD J:
<.:>
~ :J: ~ :r:
co
m co
+ +
o 0
m m
N
co
+
o
m
P/L MARKER
SIGN (TYPICAL)
4 MIN.
Cl
PROFILE
SCALE: 1" = 20'
HORZ. & VERT.
NA~E DATE
OPERA nONS
NAME DATE
ENGINEERING
REV.
NO.
REVISION
I
I
~
;/
_ ~ct. E~RGREEN RD.
1""\ , ex> i0 1""\ \~ \.........:;0
" \1""\-4 0 _
C) ~:;o C> 1'..) ~
1""\ () _ r"\ _.
g ~S g '.2 )(\F
o rt1 . I -T'\
5 ?;V' ~ %; rz
~ ~ ~ ()
" 0 -4)C ('Tl
T
T
9.5'
~
c.O
0\
~\
C 14 )
CITIES BEACH ROAD. R/W
1-
o~
< 0
o ~.
0:::
lL..>
OW
-l
wW
<.:>
o
w
~
O~
.(J) < m
!:o .
~a:=>
u w
.J:-l
-uw
0:::<(
I-w
e1aJ
f"-.
+
o
m
N
~
+
o
m
--I
o
..n
+
o
m
--
~T.O.P. ELEV. 92.5'
4 - & 18" PIPELINES
T.8.M. - SET RAILROAD SPIKE
TIE RT. 8.0' @ STA. 190.92
ASSUMED ELEV. 100.00' F.B. 2052, Pgs. 5,25&26
~.... ARCO Pipe Une Company
~~ HOUS'T()Iof. TEXAS
o -'O:t
<( .
o~
o:::m
lL..>
OW
-l
Ww
<.:>
a
w
~
,..,
+
o
m
I
I-~'O:t
a::: 'ai
~5m
3~>>
uu~
: W
~~
--
~
N
+
o
m
--
C 13 )
ASH BELL SMITH
LAND CO.
H.L.&P.
/ TRANSMISSION
, liNE
T~GATE
.
<(
:t
c
<(
c
~
c.O
o
.+
\~
)C
\ ~
~~
wlf-1
u ai
Z m
w
lL.. ::>
- w
3: -l
,W
0:::
e:
o
--
+
o
m
4' MIN,
NATURAL
GROUND
o
4" & 1 a" PIPELINES
UNDER TRI CITIES BEACH ROAD. R/W
LOC. 893A c!c 894A HARRRIS COUNTY. TEXAS
DRAWN RAt CHECKED BB APt: DRFT. I<PPV.
DATE 2/20/97 SCALE AS NOTED APL ENGR. M'FV.
NAME DATE
DRAFTING
DATE
893A~B-'G-1 0544
e
e
4"
~~ BASELiNE
I I . .
I
DOUGHNU rs ON
20' CENTERS
BANDED
rOGE THER
18" P!PEUNE
" F.
^ "
M
N.T.S.
PIPE SPEC!FICA TIONS
CARRIER PIPE: 4.500" 0.0. X 0.237" W. T..
A.PI5L X 42 ERW PIPE
WjFUS!ON BOND EPOXY COATING (12-16
M..~X. OPER. PRESSURE: 1440 PSIG
MIN. TEST PRESSURE: 1850 PSIG
MIN. YIELD STRENGTH. 42.000 PSI
CARRIER PIPE: 18.000" 0.0. X 0.500" W.T..
APi5L X 52 ERW PIPE
MILS) W/FUSION BOND EPOXY COATING (12- i6 MILS
M.A.X. OPER. PRESSURE: 1440 PSIG
MIN. TEST PRESSURE: 2160 PSIG
MlN. YIELD STRENGTH: 52.000 PSI
<> NlCO Pipe Une Company
Hr."JSTO/ll. TEXAS
NAME DA TE NAloAE DA TE
OPERA nONS ENGINEERING
NAME DATE
DRAFTING
4" & 18" PIPELINES
DETAILS
LOCo 893A & 894A HARRIS COUNTY. TEXAS
DRAWN RAl CHECKED BB APt. CRfi. APPV.
DATE 2/20/97 SCAlE AS NOTED APL ENGR. AI'PV.
REV.
No.1
REVISION
DATE
893A-B-G-10545
(--
Cf. EXIST.
P AN ENERGY ~
6" P /L '\
~ ,
II
.JjARRIS COUNTY. T~AS
"LLlAM A. SCOTT"SURVE~ A-55
( 15 ) <t. TRI CITIES BEACH RD.
ASHBEL SMITH
LAND CO.
j
I
""
,~
o
'<
I
T.O.P. ELEV. 93.2'
PROFILE
SCALE: ," = 20'
HORZ. & VERT.
<t. 4" & 18" PIPELINES
T.8.M. - SET R.R. SPIKE IN 24" WATER OAK
@ STA. 244+80, TIE LT. 49.0' F.B. 2050. Pg. 2t
ASSUMED ELEV. '00.00' F.B. 2052, Pg. ~
<~ ARCO ~ ~ ecmp.ny
NAt.lE DATE
ENGINEERING
NAt.lE DATE
DRAFTING
4ft & 18" PIPELINES
UNDER EVERGREEN ROAD, R/W
LOC. B93A & 894A HARRIS COUNTY, TEXAS
DRAWN RAL CHECKED 88 APt DRFT. AWl.
DATE 2/21/97 SCALE AS NOTED A?~ ENGR. /.PFII.
REV.
NO.
REVISION
i DATE
'S93A-B-G-10546
e
DOUGHNUTS ON
20' CENTERS
BANDED
TOGETHER
"A A"
N.T.S.
.
~lf BASELINE
I
18" PIPELINE
PIPE SPECIFICATIONS
CARRIER PIPE: 4.500" 0.0. X 0.237" W.T.,
AP/5L X 42 ERW PIPE
W/FUSION BOND EPOXY COATING (12-16 MILS)
MAX. OPER. PRESSURE: 1440 PSIG
MIN. TEST PRESSURE: 1850 PSIG
MIN. YIELD STRENGTH: 42,000 PSI
NA~E DA TE NAUE DATE
OPERA nONS ENGINEERING
NAt.lE DA TE
DRAfTING
REY.
NO. ,.
REVISION
DATE
CARRIER PIPE: 18.000" a.D. X 0.500" W.T.,
API5L x 52 ERW PIPE
W/FUSJON BOND EPOXY COATING (12-16 MILS
MAX. OPER. PRESSURE: 1440 PSIG
MIN. TEST PRESSURE: 2160 PSIG
MIN. YIELD STRENGTH: 52.000 PSI
~... ARCO Pipe Une Company
~~ HOuSTON, TEXAS
4" & 18" PIPELINES
DETAILS
Loe. 893A &: 894A HARRIS eOUNlY. TEXAS
DRAWN RAL CHECKED BB ~L ..D..RFT. APPII.
DATE 2/21/97 SCAlE AS NOTED APL EHGR. M'fIV. ".
893A-B-G-1 0547'
-IdARRIS COUNTY, T~AS
ClAM A. SCOTT SURVE , A-55
-'P...-:
..-~
( 15 )
ASHBEL SMITH LAND
COMPANY
P LAN
SCALE: , - = 20'
P /L MARKER
SIGN
(BOTH SIDES)
\ 4'
to
--
+
"<T
U')
MIN. N
PROFILE
SCALE: 1" = 20'
HORZ. & VERT.
NA~E DATE:
OPERA TIONS
'"
~lt
C 15.2)
EVERGREEN ROAD, R/W
U
lL.
al.
_ r--. Ol
3: <Xi <Xi
......... Ol . 01
a:= 0
>- 0:: >-
@
~ W ~
'-' w '-' w
o
z w
o
0::
Z ___
w C')
~ C')
~ :>
w W
> ....J
w w
~
01
IX)
+
I")
lJ")
N
....
r--.
+
I")
lJ")
N
o
U')
+
I"")
l.f)
N
5' MIN.
C')
IX)
, C')
o
0::>
WW
<:>....J
OW
w
lJ")
~IX)
ZC1l
<( .
CD>
W
J: ....J
<:>W
:c
l.f)
v
+
I"")
l.f)
N
IX)
,....
C')
J: .
u>
.....W
-....J
Ow
~
'V
I"")
+
I"")
l.f)
N
TRI CITIES BEACH RD.
IX)
~ IX)
z C'l
~ >
W
J: ....J
<:> W
::c
--
N
+
I"")
l.f)
N
," 0". ",
W
U
Z
W
lL.
G:l
3:- """:
.........C1l
0:: C1l
@ >-
W
....J
'-' W
Z
to
o
+
I")
lJ")
N
~NA TURAL
/' GROUND
4" & 18" PIPELINES
T.B.M. - SET R.R. SPIKE IN POWER POLE
@ STA. 253+71, TIE RT. 47.8'
ASSUMED ELEV. 100.00'
NAME DATE:
ENGINEERING
NAME: DATE
DRAFTING
REV.
NO.
REVISlpH
DATE
F.B. 2050, Pg. 3C
F.B. 2052, Pg. .3
<> ARoo PIpe line Compeny
HOUSTON. TDCAS
4" & 18" PIPELINES
UNDER EVERGREEN ROAD, R/W
LOC. B93A & 894A HARRIS COUNTY. TEXAS
DRAWN KeD CHECKED BB APt. DRFl'. ~.
DATE 2/24/97 SCAlE AS NOTED APt. ENCR. m:zv.
893A-B-G-10548
e
DOUGHNUTS ON
20' CENTERS
4" PIPELINE
BANDED
TOGETHER
e
18" PIPELINE
"A ~ "
- A
N.T.S.
PIPE SPECIFICATIONS
CARRIER PIPE: 4.500" 0.0. X 0.237" W.T.,
API5L X 42 ERW PIPE
W/FUSION BOND EPOXY COATING (12-16 MILS)
MAX. OPER. PRESSURE: 1440 PSIG
MIN. TEST PRESSURE: 1850 PSIG
MIN. YIELD STRENGTH: 42.000 PSI
NAME DATE NAlofE DATE
OPERATIONS ENGINEERING
NAt.CE DATE
DRAFTING
REV.
NO.
REVISION
DATE
CARRIER PIPE: 18.000" 0.0. X 0.500" W.T..
API5L X 52 ERW PIPE
W/FUSION BOND EPOXY COATING (12-16 MILS
MAX. OPER. PRESSURE: 1440 PSIG
MIN, TEST PRESSURE: 2160 PSIG
MIN. YIELD STRENGTH: 52.000 PSI
~... ARCO Pipe Une Company
"", HOUSTON. m<AS
4" & 18" PIPELINES
DETAILS
LOC. 893A de 894A HARRIS COUNTY. TEXAS
DRAWN KCD CHECKED BB API.. DRfT. ~.
DATE 2/24/97 SCAlE AS NOTED API. ENGR. /lPPV.
893A-B-G-10549
~RIS COUNTY. TE~
ENOCH BRINSON SURVEY A-S
I I~' ~I ~ !
!il~~-~ ~I'; I
:I:' .I::::I: ..... W ~
o : . :0 0 en' <.:> ~
- - I 0
::I: i:I: ~ W 0::: I
~ r'} i.o N I,..... 0 oJto to C'I ~
.... ....1 -.:t' 0 C) 0) cO IX) r"-' I' to 10 I -.:t'
+ tl.... + : + +1 ~+ +, N + U....
10 ~ 10 I ~ ~ ~-.:t' -.:t' I"") "It v
FND. S"XS--=-r:l. - ,-11- l" - -
CEM. MON. ~~ \.l x x
W/8RASS C~ _ _ _ _ _ ---.Il_ ~ HWY._~ _ FND._3/4" I.P:
P LAN ( 23 )
SCALE: 1"= 20' STRANG ROAD, R/W
-oJ
"
a..
z=
o I
~~
IX) = c::: I
( 24 )
DUPONT
DE NEMOURS
&: COMPANY INC.
z
o
~ 10
UJ 10
N
· UJ .
IX) z Gj
e:::J -oJ
. UJ UJ
00..
:ZCL. a..
o
~
z
I ~ ~;;; J;;; :;j '" --: S ;;;
~ ~z ~ ~z.. ~
Gj c::: Gj ~ Gj :I: Gj ca co ~ Gj
..J e..J ..J U ..J A::J ..J
W .W::I:wI-UJ:I: ~wUJ
" " Q " 00..
:Z ::I: ~ ::I: Z a.. a..
d
r-:
to
N N
...... 0
+ +
10 10
r"- 0 0)
0) 0) IX)
+ + +
..q. "'It" "'It"
....
+
t,{)
2'
PROFILE
SCALE: 1"= 20'
HORZ. &: VERT.
NAME DATE NAWE DATE
OPERAnOHS ENGINEERING
REV.
NO.
REVlSION
~ BASELINE
,
^'
"
..."
l
.cr.
:<--3
( 22 )
DUPONT
DE NEMOURS
&: COMPANY INC.
0 T.8.M. - S"xS. CEM, MON. W/8RASS
< 0 CAP STAMPED W-O+OO
Ou:: ~ co 5-0+00 C STA 15+02.8,
0:::.
to c::: ~P") TIE LT. 146'
c.::l~ I.&.. . ,,~ ELEV. 24.0'
zGj 0 C:::Gj
<....I
~UJ W e..J
c.::l .w
Vl c.::l
0
~ w Z
to to N
r"- to LO
+ + +
..q. "It "'It"
P /L MARKER SIGN
4' (TYPIC,A.L)
NATURAL GROUND
4" & 18" PIPELINES
F.8. 2052, Pgs. 16 &: 21
A ARCO PIpe Lme Con1t*1Y
V ~ TEXAS
MAWE DATE
DRAmNG
4." & 18" PIPELINES
UNDER STRANG ROAD. R/W
HARRIS COUIIlTY. TEXAS
APL DWT. N'fIV.
APt E}Qt N>fA/.
LOC. 89.3,\ & 894A
DRAWN RAl a.EC1<ED BB
OAT[ 2/4/97 SCALE AS NOTED
DATE
893A-B-G-10550
r-:
e
e
.
4"
Cf
r;- BASELINE
I
I
DOUGHNUTS ON
20' CENTERS
BANDED
TOGETHER
18" PIPELINE
".A. ,A. "
N.T.S
PIPE SPECIFICATIONS
CARRIER PiPE: 4.500" a.D. X 0.237" W.T.,
AFI5L X 42 ERW PIPE
W/FUSION BOND EPOXY COATING (12-16 MILS)
M.AX. OPER. PRESSURE: 1440 PSIG
M!N. TEST PRESSURE: 1850 PSIG
MIN. 'TIELD STRENGTH: 42.000 PSI
CARRIER PIPE: 18.000" 0,0. X 0.500" 'N.T.,
API5L X 52 ERW PIPE
W/FUSION BOND EPOXY COATING (12-16 MILS
MAX. OPER, PRESSURE: 1440 PS/G
MIN. TEST PRESSURE: 2160 PSIG
MIN. Y!ELD STRENGTH: 52,000 PSi
...... ARCO Pipe Une Comp8ny
~, HOuSTON. TEXAS
NAME DATE NAME DATE
OPERA nONS ENGINEERING
NAME DATE
DRAFTING
4" & 18" PIPELINES
DETAILS
LOC. 89.3A & 894A
HARRIS COUNTY, TEXAS
DRAWN RAL
DATE 2/4/97
CHEClCED aa API.. DRFT. APPV.
SCALE AS NOTED AP\. ENGR, mzv.
REV.
NO.
REVISION
DATE
893A-B-G-10551
~ARRIS COUNTY, T~A.S
ENOCH BRINSON SURVEY, A-5
~ 7-----1\-
~ STR.:'NG r<:O. w- ~ I ,
. I I ~
I~ I a +1 c: di
C3 '-' I ~ 'f..
& COMPANY INC. I ~z' c. I ~z c: <2 ~ c:: ~
~ z. lil
I <( d:c. <( alL. C'o4 ~ <(:c -f) ?:
90"0(1]' :. I- ~i CD w w CD ~ I :..: ~!l.1
tt 8.~SEUNE "" .z 21~ a ~ g <.:: ~ 0 N ~I~
" !:r ::::~~ J: W ~l :c e::;ll 0 ~
! S 86"53'40" . l
" II III II
1'"-. I"') N N
('J\ t;;) co ,.....
+- + + +
1', r... ,...., ,.....
I.''') t.l1 I.D ;I1
I
:-
( 26 )
'" -II"". /I
It COWBOY 71' 00 vW, <D'
0" P/I s.?/" ~ I -!..... 01
c '... -:... /. ....1
cO I oc i= en,
t.l1 u~ t.l1:()'
I
T:
I
aJ :""')
1,['\ cc
/ +. N
:JJOO
I ~r) ~ j
-1-\""''-''', I
'-- 5.E. LEG,
rWR.#61
~
N
OF p~v. '
A'"
r
:-...
'"
::r:
(,)
-:
J:<(
I I <--' 8.'<'"
~ I ~.
II II II " II -11--::7'
I 1-'~
O ....,.. ,^.....,.... ,
,...., II:; LX ~ ~ '" C 24 ")
+ +. +1 + T -.
...... ...... r-..,.... 1'. DUPONT DE
I,() Iti I 0:') 1t.l1 t.l1 NEMOURS &
~I 1 COMPANY INC
~IilT T-
T
P LAN
= 20'
I
I . a"
"- .0 .^ ~ ~ ~
. . ": 0 00
m~O"l I""':ll::: 0 a::: 0
C'lz<:n <:nz- P""
.-<( '_ .<( . lL. .
>co>u"" >m> 0>
~ w w ~ lJ.J
-I -I1--I....-1UJ-I
?: UJ:rwCiw....~<.:lw
........ 52 52 a
a::: .:r C:;7l J: UJ
NA TURAL
:::0 -.:-
- -
+ +
co :Xl
4' MIN. ~r) t.l1
GROUND"" ~I
,.....
m
+
,....,
t.l1
.'"
o
+
ro
t.l1
PROFILE
SCALE: 1" = 20'
HORZ. & VERT.
T.S.M. - ~IARKED BLACK "." AT
H.L.&P. TWR. #61 ON
CEMENT FOOTING, S.E. LEG.
TIE LT. 43.S' @ STA.5S.S8
ASSUMED ELEV. 100.00'
r')
~
+
,....,
Ll1
SENS
R/W
9/;") "..:-
...... .
co 0
a:: O::ll::: 0
-z -
~>-<(>:!:
wCD W U
W-I -II-
<.:lwGwCi
o _
w r C:;7l
C'l 0 N
,.... ,.... (0
+ + +
,.... r-.. ,....
t.l1 t.l1 If)
- lJ')
I"') ~ a
,..... '='::ll:::0
en O'lz~
:> :>;$:>
w wLoL-'w
....J -I :::c -I
w~w2w
a:: :I:
,....,
'<:t
+
!'-
a~
d' 0
00
a::-
Ul>
z~
UJ....J
(/)w
(;71
N
OJ
+
,....,
ll")
T.O.P. ELEV. 93.3'
4" & 18" PIPELINES ~
NA.I.CE I DATE
OPERA nONS
NAME DA TE
ENGINEERING
NAME DATE
DRAFTING
REY.
NO.
REVISION
I DATE
F.B. 2052, Pgs. 24-26
~... ARoo Pipe Une ComP8I'Y
~,.. HOUSTON. TExAS
4" &
UNDER
LOC. 893A & 894A
DRAWN JOT
DATE 03/14/97
18" PIPELINES
SENS ROAD, .R/W
HARRIS COUNTY. TEXAS
APt CRFT. ~PV.
CHECKED 88
SCAlE'AS NOTED.
APL ENGR. IJ'PV.
893A-B-G-10556
e
DOUGHNUTS ON
20' CENTERS
BANDED
TOGETHER
e
18" PIPELINE
"A. - A"
N.1.S.
PIPE SPECIFICP-. TlONS
CARRIER PIPE: 4.500" 0.0. X 0.237" W. T., .
APl5L X 42 ERW PIPE
W/FUSION BOND EPOXY COATING (12-16 MILS)
MAX. OPER. PRESSURE: 1440 PSIG
MIN, TEST PRESSURE: 1850 PSIG
MIN. YIELD STRENGTH: 42.000 PSI
NAME DATE NAt.4E DATE
OPERA nONS ENGINEERING
NA"'E DATE
DRAFTING
REV.
NO.
REVISION
DATE
CARRIER PIPE: 18.000" 0.0. X 0.500" W.T..
API5L X 52 ERW PIPE
W/FUSION BOND EPOXY COATING (12-16 MILS
MAX. OPER. PRESSURE: 1440 PSIG
MIN. TEST PRESSURE: 2160 PSIG
MIN. YIELD STRENGTH: 52,000 PSI
<> AACO Pipe Une Compeny
HOUSTON. TEXAS
4" & 18" PIPELINES
DETAILS
LOC. 893A de 894A HARRIS COUNTY. TEXAS
DRAWN JOT CHECKED BB APt. DRn. M'fIV.
DATE 03/18/97 SCAlE AS NOTED APt. ENGR. I>PPV.
893A-B-G-10557
e
\
\
~\
R/W
R/W
x-
~ ( ENTERPRISE 6" P /L
T :.t. CHEVRON 6" P /L
~/W
o
OLD LA PORTE ROAD
S.P.R.R.
r
~
a:
II
II
~:'
-tl
><
I
HARRIS CQU~TY, TEXAS
ENOCH BRINSON SURVEY. A-5
ARCO PIPELINES
-11- II
=11=== II
XII - ~
II II
II
Lx
'11-
'11-
N 72'48'49" W
t (3)
~ ll~
X _11_
-11-
~
~
a:
22.3'
X
x
"--.l 22. 5'
Ill)
+
...
~
mD. ,~~
I.R.'X
~
a:
~
R/W
4" PIPELINE
(0
MILLER ROAD EXTENSION,
&!
....
Ill)
+
;;;
ST. JOE CONTAINER
COMPANY
R/W
.
p ~
---.
SCALE:
PIPE SPEClrtCATIONS
CARRIER PIPE: 4.500" 0.0. X 0.237"
W. T.. API5L X 42 ERW PIPE W!FUSION
BOND EPOXY COAnNG (12-16 MilS)
MAX. OPER. PRESSURE: 1440 PSlG
MIN. TEST PRESSURE: 1850 PSIG
MIN. YIELD STRENGTH: 42,000 PSI
b
~8
a: -
o :>
...
. ....I
Cl ...
:i
Ill)
+
...
N
Mal )",0. .SCALE
-.--. ....-....
e
o
-
1
...
en
~
.....
...
I
120'
60'
SCAlE
o'
30'
60'
MIN.
9'.
GROUND
_ ,.---- NATURAL
~~~y/>y/>y,l)~~~~
b
~ 0
.....0
a: -
o :>
...
. ....I
Cl ...
:i
....
CD
+
;;;
f
A N
"=60'
'>..'~ '"}'>."7>. ''>
T.O.P. ElEV. 95.0'
~
PIPElINE
4"
PROfiLE
SCALE: 1"=60' H. & V.
0;;;;;:
iiiW:
o
...
....I
I
TBM-NAlURAl GROUND 0 R/W
ASSUMED ElEV. 100.0'
~
ARCO PIpe Une eamp.n,
_Dol
r.B. 2053,
...~
.....
4- PIPELINE
ACROSS MILLER ROAD EXTENSION,
- BB ~omn:D BB ~
DAII 01/111/17 SCoU AS NOTED "" __
894A-A-~-() 1 ?76
DATE
.[VISION
REY.
NO.
MAilE I DATE
n.. "UII:
DAT[
MAII[
DAT[
NAIIE
DRAWING NO.
or REFtR[Ne[ DRAWING
mu:
r-'-'
I .
I
~ HWY. #225 __.......
10. ~~_~\~~~l. \~
AIR ~.4 ~ q. Gj , \ o1j
PROD ~" %. ~ y
. . .' (I" /;- L..
J~...... ~ ~ra ? 1=- .
\, ~ ~ ~
~. 111='0=. ~ 0
-I~t
N 72'45'03" W ~
7:; 7:> ~~~ ti, ~
000
("'40' ~~~
\~) ~~~ ~\
Rollins Leasing Corp.
P LAN
UJ
SCAL~: :" = 20' ....J
Q)
<(
u
----8iARRIS COUNTY. T~AS
NICHOLAS CLOPPER JR., -198
\
N
\
F ~~
~d. ~,
If 1/8" !.R. ~ ~
t ~~ . ~ -\
ji\:'~ "1) Houston Assoc.
,t -:z 3 0'
~:- .~ 2.0'
-h ~ ~ \,~ .1'7
\jJ \ " ~ 2" .
""2"0 ......... ~ .0
:::/ . 7'"
'- 4" AReO P /L
Old
fUii.
~\~
~
v'"
0")
FIP!=' SFEC:FIC,A TlO/llS
CARRIEI"' ;JIPE: 4.500. 0.0.
X 0.237- W. T., AP!5L X 42
ER'N PIPE W/F'USIO/ll BOND
EPOXY COATING (12-16 MILS)
MAX. OPER. PRESSURE: 1440 PSi
MIN. TEST PRESSURE: 1850 PSIG
MIN. YIELD STRENCTI-!: 42,000 FS
~.
to 7.:tz~
~ 00_ d J:::ri ~ oC'J
= ,~, I- U m ....
~. t: J:
~,>~Q>S2
li:~::>c&::JJ:
~ LU
>0
<( ..,.j
a.. 0
o
a::
a
0. .. ~-
o.->O'IZV
3: ...; <( N <( N
c::: 00. 0 en 0
0..,..... -
-.J .... W J:
00 .(:), ,
z >0> ">
,~::> W w i..&.J I W
\7, -1 -1 ...J
W W W
C1
+
C1I
en
(J) ,....
" ,....
+ +
en en
(J) (J)
,....
cJ3:
in L.... ~-
. ~ "'":
:c co a:f ci (J)
I-O'I.I-en
- .~lr..
>........ >
w c:: ~ lLI
-.J -....J
L..U W
w
-> (:) >
.., 0 ..,
::::; LU ~
W L..U
r<1 0 (J) l' o:t
N C\I - 0 0
+ + + + +
,.... 0 0 0 0
'-of
0 0 0 0 0
N N N <'I N
00
If')
+
m
m
..... ..........
P /L M.A.RK.ER~ .
S!GN (TYPICAL)'.~.
~
j
I 4' MIN.
"'-*'7 NA ,URAL
~ '1/ ""--GROUND
I '~
NOTE: PIPELINE TO BE INSTALLE
BY DIRECTIONAL DRILL
T.O.P. ELEV. 45.2'~
)-
en
,.....
U)
PROFILE
'';C.~LE: i" = 20'
HCF-Z. .'s:../ERT.
4," ARea P /L
T.B.M. - TOP CEM. FOOTING PIER
@ H.L.&:P. N.E. TNR. LEG.
STA. 199-&-09 @ 7.3' LT.
ASSUM. ELEV. 100.00'
BLACi<.
"D"
.1
F.B. 2053. Pg. 30.
& F.B. 2057, Pgs. 22 & 2
r'--
...... ARCO PIpe LIne Company
,,.. HCt/STON, TtXAS
NAME DATE
OPERA nONS
NAME D.\TE
DRAFTING
4" PIPELINE
UNDER OLD UNDERWOOD ROAD
LOC. 894.1,
DRAWN JD T
DATE 04/29/97
HARRIS COUNTY, TEXAS
CHECKED 88 APL CRFT. APP'/.
SCALE .A.S NOTED .l.PL ENCR. A?PI.
REV.,
NO.1
REVISION
DATE
894A-B-G-01283
,. =". ,
,
e
e
REQUEST FOR PERMIT TO INSTALL A PUBLIC OR PRIVATE
UTILITY FACILITY ACROSS, OVER OR UNDER A HARRIS
COUNTY FLOOD CONTROL DISTRICT OPERATED WATERWAY
ARCO Pipe Line Company requests a permit to instal!.,
construct, maintain, operate and/or repair a steel 4.5" O.D. pipeline
the location and description of such proposed installation being
detailed on the attached drawings approved by the Harris County
Flood Control District, and made a part hereof.
It is understood and agreed to by the I.'ecipient of this permit that
hereafter the Harris County Flood Control District, its succe5SO~5
and/or assigns, may determine that it is necessary to modify or
adjust the utility facility described herein, and that such
modification or adjustment will be made by the owner of such
utility facility at its sole expense, and to make such modification
or adjustment within 90 days after being requested
to do so by the Harris County Flood Control District, its
successors and/or assigns.
It is also understood and agreed to be the recipient of this permit
that it will immediately restore the Harris county Flood Control's
premises, including the bed and banks of the waterway, to the same
condition as that in which they existed prior to the commencement
of the to/ork herein permitted, to the satisfaction of the said
Harris County Flood Control District.
Permit Granted
Accepted: ARCO Pipe Line Company
COr.\pany
CONTROL
B~: rr -'--t-t ~~ ~~~ B~:
A en
Jerry Jordan
TITLE: _ Agent for ARCO Pipe Line Company
UTILITY PERl-fIT NO. 01-30- ZZ
HCFCD Unit No. !3/()b-Oo-oo
HCFCD unit Name 18/(; )~/"1.~Q._~S!:g.I611
DATE: ~ c.'?ZJ gE!2 1- ./99,7
rCl::-..'l ".7
4l
HARRIS COUNlY TEXAS
ENOCH BRINSON SURVEY, A-5
~EbfICA nONS
CARRIER PIPE: 4.500. 0.0.
X 0.2J7" w. T., APl5L X 42
ERW PIPE W/FUSION BOND
EPOXY COAnNG (12-16 MILS)
MAX. OPER. PRESSURE: 1440 PSIG
MIN. TEST PRESSURE: 1850 PS'G
MIN. YIELD STRENGTH: 42.000 PSI
\
~
A~
",
\
PIPELINE
I~
uo
I- N
o .
~~
-l
;:=::W
+
I()
~
GRND.
QL)
S T JOE
ON T AINER
:OMPANY
N.
:5
5
. ....
NO rES:
e
-
1) THE HARRIS COUNTY FLOOD CONTROL DISTRICT, UTILITY DEPARTMENT SHALL BE
NOTIFIED AT LEAST 48 HOURS PRIOR TO eONSTRUCTION (713-684- 4042). A. COpy
OF THE' APPROVED eONSTRUeTION DRAWINGS IS REQUIRED AT THIS TIME:
2) AT eOMPLETlON OF CONSTRUeTlON THE PIPELINE OWNER SHALL SUBMIT LETTER AND
REeORO DRAWINGS TO THE HARR!S eOUNTY FLOOD eONTROL DISTRICT, UTILITY
DEPARTMENT, REQUESTING INSPECTION OF ITEMS eONSTRUCTED IN HARRIS COUNTY
FLOOD eONTROL DISTRICT RIGHT OF WAY.
.3) THE PIPELINE OWNER OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR
PROTECTING. MAINTAINING, AND RESTORING BACKSLOPE DRAINAGE SYSTEMS.
4) BACKFILL IS TO BE eOMPAeTED iN NO GREATER THAN l-FOOT LIFTS TO THE
DENSITY OF fHE UNDISTURBED ADJACENT SOIl.
5) THE PIPELINE OWNER OR HIS REP~ESENT,A,TlVE SHALL BE RESPONSIBLE FOR ~.IAINrAINING
FLOW IN THE CHANNEL DURING CONSTRueTlON AND RESTORING THE eHANNEL TO ITS
ORIGINAL CONDI TlON.
6) ALL EXCESS EXCAVATED MA TERfAL IS TO BE REMOVED FROM THE HARRIS eOUNTY
FLOOD CONTROL DISTRICT RIGH T OF WAY NO FILL IS TO BE f'LACED WITHiN .4.
DESIGNA TED FLOOD PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM
T~E eOMMUNITY FLOOD PLAIN AQM!NISTRA TOR.
7) EMERGENCY TELEPHONE NUMBERS:
A) AIR PRODUCTS AND CHEMICALS, INC.
PHONE NO. (713) 477-6841
B) ENTERPRISE PRODUCTS em,IPANY
PHONE NO. (713) 667-9431
PHONE NO. 1-800-392-2880
e) ARCO PIPE LINE COMPANY
PHONE NO. 1-800-331-3381
<> ARCO ~H~T(r: Company
NAME DA TE NAME DATE
OPERATIONS ENGINEERING
NAME DATE
DRAfTING
GENERAL NOTES
I
I ORol,WN 88
1 ADDED-"-ARCO EMERGENCY NUMBER ,9/97 DArt 06/16/97
CHECKED 88
SCALE NONE
APL CRFT. APPV.
APL (NGR. APPV.
REV.
NO.
REVISION
DATE
894A-B-G-01260
., -.
e
cc~lf
October 7, 1997
Harris County
flo'od Confrol District
Mr. Jerry Jordan
11211 Sageberry Drive
Houston, Texas 77089-4501
9900 Northwest FreewQ)'
Houston, Texas ;7092
713 6~-I000
Re: ARCO Pipe Line Company Permit Request to Cross, .
Harris County Flood Control District Units B106-00-00, G104-04-00, and Q100-00-00
Dear Mr. Jordan:
We are returning copies of your permit drawings which have been approved for your 4" and
18" pipelines crossing the captioned channels as follows,
Unit Number Permit Number Drawino Number Size
4 D B 106-00-00 01-30-22 ,/ 4"
894A-B-G-0127 J
G 104-04-00 01-30-25 894A-B-G-01280 4"
I~. o~ -0100-89-00 OW0-2fl ~..ILc9- 893A-B-G-12539 4"
etOO=oe=66 &1-3Q-2 ~~<:f' 893A-B-G-12539 18"
This letter and the approved drawing will serve as your permit to proceed with your
construction as shown,
If further assistance is needed, please call me at (713) 684-4042.
Sincerely,
-1/1t/6/JJb
Terry {, Martin
Utility Coordinator
Technical Support Dept.
Enclosures
---r- ~. t I I
\R.CO'<>
'~i J... .
ARCCiP'!=e i:.:ne CcmJ:a
. u~ JFK Soulevard. 51,; ~ oleo
Houston. r.< 7,032.2352
Land and Right of Way
e
October 3, 1997
p~
~~~\.~
,-+a~~~ ~
~ ft~L"-1\A..J ~ He F=CD.
~:""~a.~\
~ r_ __ __ ~
Mr. Terry Martin
Capital Improvements Department
Harris County Flood Control District
9900 Northwest Freeway, Suite 220
Houston, Texa~ 77092
Dear Mr. Martin:
~
ct/2.v/'1 ~ ~
.
~ ......~1....~I!ll~f
~~.
Unit
Reference: Harris County Flood Control District
Units GI04-04-00, BI06-00-00, FI03-00-00,
and (2100-00-00
ARCO Pipe Line Company
4.5" 0.0. Pipeline & 18" 0.0. Pipeline,
In regard to the 4.5" 0.0. pipeline and the 18" 0.0. pipeline to be
constructed by ARCO Pipe Line Company, listed below is the information
in regard to the foll9win9:
Unit Gl04-04-00: As you requestea,' by correspondence of May 5, 1997 to
Mr. Charles R. Clark, attached is a copy of a plan drawing
(Owg. 894A-B-G-01280) for your records. As you mentioned, HCFCO has
no property rights to this channel. Ec.. s+~ P....."!:-O-:..J...., ho:...~~......
BI06-00-00: Attached is a permit request along with two copies of a
Vicinity Map (Owg. 894A-B-G-12389), Plan, Profile & Specifications
(Owg. 894A-B~G-01275), and General Notes (Owg. 894A-B-G-01260).
.... 10' -00 -0...
F103-00-00: Currently the site is being surveyed. When the drawings
are prepared, a permit request will be submitted to HCFCO.
Unit
Unit
(2100-00-00: Attached is a permit request along with two copies of a ~ ~wa~
Vicinity Map (Dwg. 893A-B-G-l2524), Plan & Profile (Owg. 893A-B-G-1253~),~~C_ \J
Specifications (Owg. 893A-B-G-12540), and General Notes v~-~,~
(Owg. 893A-B-G-12541).
Please direct any questions with regard to this permit request to the
undersigned, and please return the approved permits to:
Jerry Jordan, 11211 Sageberry Drive, Houston, Texas 77089-4501
Sincerely
r',..., ......- cr~~
, t,
Jerry Jordan
Agent for ARCO Pipe Line Company
Phone: (281) 481-4433
'.
a"
w"
Memo
-:-"- - / -
To: Knox Askins, City Attorney
From: Steve Gillett, Director of Public Work
CC: Martha Gillett, City Secretary
Date: 09/23/97
Re: Pipeline Permit
e
CITY OF LA PORTE
PUBLIC WORKS
DEPARTMENT
The ARCO Pipe Line Company has requested a permit to construct two (2) pipelines
within the City of La Porte. One, a 4.5-inch line, will transport Anhydrous Ammonia at
an operating pressure of 400 psig and a temperature of 1500. F. The other pipeline,
18 inch, will transport Anhydrous Hydrogen Chloride at an operating pressure of 225
psig and a temperature of .1500 F. The company has paid a total of $1,000 for the
$300 permit fee and $200 annual fee for each line. All requirements of Ordinance
No. 915 have been met.
Please prepare an ordinance granting a permit to ARCO Pipe Line Company to
construct these two, lines. I anticipate placing this on the upcoming October 13, 1997
council meeting.
. Page 1
-- ~ -- DlCHECKTMONEVORoER-NO.-
DAT~ ~ L. )11 0 [J
( " MONEY CASHIERS "
- - ---LCASH CHECK ORDER CIICCK .
RECEIVED \ 1'\
FROM (I.'\, (i _I !J-'(. / 'I. l" r "
I I' t :
.', I :'," t " II.'
PAYMENT , Q' I . 1 n ,I .. II \ AMOUNT
FOR ,11.1. t ( . $
I!t I j' , .: i I I .
DESCRIPTION I
U:GI:IP
NO,
40,-10G
CITY OF LA PORTE
P.o. BOX 1115 · LA PORTE, TEXAS 77572-1115 . 713/471-5020
e
,',. ,~!
I"" ,.
!
"
r
,
.
['
CAS~IER
':: \ I
: II ,i
! ! (I
ACCOUNTING
t
(
I
f
I
(.
.
.
,
U(
GL CODE
- I '
ntH
.' '
e
3222
88.8811113
Dollars
M'
....::..;:::..::.. .... ..:.... /~. ';': '0:':':"::"' .....~.::......:. ,'. ....:. ..:' :.
ARea Pipe Line C~mpariy', ! ,~~ p~y,lile T.hrough Texas cominerc~ Bank, ~.A. ~ SC'n .Angel~
-15800 J~K Blvd., Sult~ ~OO. :..,..~,,' ,. ,', ' ,:-: 301 West Beauregard . ' :
Hq.u,~'~n;~.X.77.~~~:.. -::~' ',<:~r;:,:,.: ;......, : '.",.:San.An~el~,Texa~,7690~:, .; '...,:.
P.~:~~:: ':j':'-,:?;' :'.':: ":ci~i"n; ~,~ "~;~~e<:,~" ~ ,,:",: ,": ,: ,:" . ,::.' .' .:. ." . ,
" . ,.... One: Thousand,' &, No/tOO" ...;--------.:..-.,::..---....-;..----.:...-___.,;..._'-_...__
'\)\' .~.a~~i~~dr.~~;::>.:;>:'><.,::,:..::',:.. ::>',,'.::};: ,':: .:'::,::.'.;;,:','~'~;;:<:. :;, !;"~~~~~?~:,~f "::. 'p~~~i t', tor, t~o
,. ,', . 604 W'.Fa1rmont ,Parkway ,:' , : ...,..' . .".. ' .. "
.: : '~':':. ,.'. .. .,":. .:. ::. ." . ..... ~ :....... '. .' '. .;.... .: . ", ". ",
, ,....:; ;: .La" Porte'. ' Texas .775.71 '.,'.' .:'.:; ", .'. , ", .
:. .,.' " , - . ....." ,:" , , , -, '... " .: " '
:.:>.:'..T'ax...','O :",.:' '.":.:' .:.'.',,::' '.,..:,...: .'..,. ", .":.-:.:LocationNam~/RW.,f'18 l
. ' t . , .. ., . .. , , . , .' ,
<;":. ....:-. .:: 'C.' " '.'" . ,. '::"::,, .: '. : .. . '. ,c' ..:.'..., '.'IiIs,,' '. 4 ~ 4,
: ,:'~ ~..<,.>-:.....:~,.' ,';',:,:' ::',::"~">".:>,",", '-;--~'>j' , .', .,..,/
111'003 : ~,~ ~ 300880i: 1110 b 3 30000 ~ b01l1
, , ,
,"
III
2 2 2
i-'