DR9306-AG 941108 AGENDA REQUEST FORM
CITY COUNCIL MEETING: November 8, 1994 ITEM
ITEM CAPTION:
Discussion and consideration of awarding Bid # Q 1094-01 Stream G-6/Bethel School Road Drainage
Improvement Project # DR 93-06 to M.A. Vinson in the amount of $213,188.08 and authorizing the Mayor
to sign.
~E: ~/Dir.~blic Works/City Engineer INITIALS ~__
't
See attached memo.
STAFF RECOMMENDATION Approval ~ Denial
EXPLANATION:
Staff willbeavailabletoanswerany questionsconcemingthisissue.
BUDGET AMT.$ AMT. EST.$ +/- BUD:$
FINANCIAL COMMENTS:
Funds for this project can come from $539 954 currently ~
· availabl for
all drainage projects.
FINANCIAL REVIEW: ~ CITY MANAGER REVIEW:
Agenda Request Form - Revised 1/94
SUPPORT DOCUMENTATION FOR AGENDA ITEM
STAMP RECEIVED BY CFFY MANAGER'S OFFICE'
SUPPORT DOCUMENTATION SUBMITTED WITH ITEM: NO. OF ORIGINALS REQUIRED
MEMOS/LETTERS/REPORTS/BILLS/MINUTE · L~I for a total of pages
CONTRACT/AGREEMENT ........... · 3 originals for signature
C.I.P. CONTRACT ................. : 6 originals for signature
CHANGE ORDERS ................. : 3 originals for signature
ORDINANCE .................... : 1 blueback for signature + 3 copies
CAPTION ....................... : 1 blueback for signature
RESOLUTION
.................... ' 2 blueback for signature + 1 copy
PROCLAMATION
................. ' 2 blueback for signature + 1
BIDS .......................... ~// 1 each
SUPPORTING DOCUMENTS (narrative) . . . 19 + original
(over 10 pages or 5 double sided in length)
LOCATION MAPS
................. ' 14
ZONING PLANS
.................. · 14
PRELIMINARY/FINAL PLATS ......... : 14
SITE PLANS ..................... : 14
LANDSCAPE PLANS ............... : 14
ARCHITECTURAL RENDERINGS ....... : 14
LENGTHY DOCUMENTS ............ : 14
(zoning, subdivision ordinance, master plans)
DATE PUBLISHED IN THE CITIZENS' ADVOCATE:
(to meet legal requirements prior to consideration by council)
NOTIFICATION TO:
METHOD OF CONTACT:
NOTES
Agenda Request Distribution - Revised 1/94
To: Mayor and City Council
From: Kenneth M. Griffin, P.E., Asst. City Manager/Dir. Public Works/City~ngineer
RE: Discussion and consideration of awarding Bid # Q 1094-01 Stream G-6/Bethel
School Road Drainage Improvement Project # DR 93-06 to M.A. Vinson in the
amount of $213,188.08 and authorizing the Mayor to sign.
Date: October 31, 1994
As directed by City Council, the drainage improvements to Stream G6 have been designed by
O'brien Engineering. The specifications were prepared by the City of Coppell Engineering
Department. Five bids were received and opened on October 31st, 1994. The Engineer's
estimate was $158,000 and the low bid was $213,188.08. Staff has evaluated the credentials of
the low bidder and it is our opinion that the bidder is capable of performing the work necessary
to complete the project. In evaluating the disparity between the Engineers estimate and the low
bid, it is my opinion that the difference is caused by the complexity of working in the channel.
The City has stressed that additional precautions should be taken to ensure that no damage is
caused to the adjacent property. The main price difference is in items 7, 8, 9 and 10. These
are the main items that deal with the channel work. Also, because of recent erosion associated
with the heavy rains, it is anticipated that a change order will be brought forth at the December
Council meeting that would deal with the way the gabions are attached to the channel.
As City Council may be aware, the proposed project is a project from our City Wide Storm
Water Management Study as adopted by the City in 1991. I have included a copy of Plate 3.3
which shows this project. Also, included with this agenda item is a copy of the Phase 2
implementation plan. As can be seen, Stream G-6 was the first project in the Phase 2
implementation. Also, included with this agenda item is a portion of Appendix C, from the
Storm Water Management Study, which deals with the complaints received in 1989 from
residents that lived along Stream G6. The date all the complaints were received was July 3,
1989. I was not employed here at that time so I am unsure if there was a particular storm event
that caused the residents to call or if the residents, as a home owners group, got together and
decided to telephone the City to request that something be done to Stream G6. Because of the
response from the residents, improvements to Stream G6 received a high priority in the overall
plan.
There have been two public meetings with the residents that live along Stream G6. At the
second public meeting, it was my understanding that there was support for the project. Not
everyone was pleased but as a group they expressed support. The main concern was loss of
trees and the fact that after a few rains the creek would return to its preconstruction state. I
tried to make it very clear that this was a one time attempt by the City to resolve the standing
water issue. However, the adjacent property owners would have to assume some responsibility
for maintenance to ensure that the channel stayed in place.
After the meeting, I was contacted by Jesse Youngker, of 626 Meadowview, requesting that I
terminate the project. I was somewhat surprised but I did once again reevaluate the design.
Because Mr. Youngker was losing more trees than anyone else, it was decided to end the project
before it reached his property. This did not satisfy Mr. Youngker and he has since submitted
a petition urging the City to abandon the project (copy attached). Of the 24 homes adjacent to
this project, 6 signed the petition to abandon the project and 2 signed the petition requesting that
the City yet again revise the project. The signatures are in a checkerboard fashion so the City
cannot just chop off even more of the project to try to appease the people against the project.
It should be noted that some of the people who did not sign have standing or stagnate water
problems.
The City has three options:
1) Recognize the petition and abandon the project. (This does not solve nor make the
problem go away.)
2) Award the project as designed. (This solves the problem, however, without proper
homeowner maintenance some of the problems may reappear. Also, it is doubtful that
we would be able to please the people that are opposed to the project during
construction.)
3) Award just the concrete channel, gabions, box culvert and down stream grading. This
would cost about $130,000.00. (It would solve the flooding problem at Bethel School,
however, it would not address the nuisance drainage problems of which I have received
the most complaints.)
Staff recommends approval of the project as designed and the award of this contract to M.A.
Vinson in the amount of $213,188.08.
Staff will be available to answer any questions concerning this issue at the Council meeting.
STREAM G-6/BETHEL SCHOOL ROAD DRAINAGE IMPROVEMENTS DR 93-06
Item Quanity Unit Description Engineer's Est. M.A. Vinson Jeske Constmtion Co. Linder-Stahl Thomco Construction Rebcon, Inc.
Unit Total Price Unit Total Price Unit Price Total Price Unit Total Price Unit Price Total Price Unit Price Total Price
Price Price Price
1 64.11 L.F. 10' x 6' 525.00 33,657.75 548.90 35,189.98 770.00 49,364.70 740.00 47,441.40 748.71 48,000.00 800.00 51,288.00
Culvert
2 543 S.Y. Pilot 45.00 24,435.00 47.20 25,629.60! 44.00 23,892.00 59.00 32,037.00 62.50 33,937.50 80.00 43,440.00
Channel
3 260 C.Y. Gabion Wall 155.00 40,300.0t3 153.00 39,780.00 167.00i 43,420.013 200.00 52000.00 190.00 49,400.013 190.00 49,400.00
4 1 L.S. Rem. & Rep. 2250.00 2250.00 6500.00 6500.00 10500.00 10,500.0t3 7695.00 7695.00 12000.00 12,000.0t3 22000.0(1 22,000.00
Street
5 1 L.S. Remove 500.00 500.00 2500.00 2500.00 4500.00 4500.00 800.00 800.00 28000.00 28,000.013 15000.013 15,000.00
Wing Wall
6 3 ea. Pipe 500.00 1500.00 385.00 1155.00 860.00 2580.00 135.00 405.00 250.00 750.0t3 1000.013 3000.00
Connections
7 245 C.Y. Rock 12.00 2940.0{ 75.00 18375.00 61.00 14,945.0t3 97.00 23,765.00 79.00 19,355.00 150.00 36,750.00
Rip-Rap
8 37 ea. Tree 65.00 2405.00 250.00 9250.00 190.00 7030.00 225.00 8325.00 480.00 17,760.013 1000.00 37,000.00
Removal
9 1 L.S. Excavate& 1450.00 1450.00 5130.00 5130.00 32000.00 32,000.00 25000.00 25,000.00 26400.00 26,400.00 17000.0013 17,000.0013
Recompact
10 1 L.S. Excavate& 13500.00 13,500.00 34143.50 34,143.50 29000.00 29,000.0013 47500.00 47,500.00 110800.00 110,800.00 200000.0012 200,000.00
Haul Off
11 60 L.F. Guard Rail 35.00 2100.00 47.50 2850.00 64.00 3840.00 42.00 2520.00 75.00 4500.00 75.0{3 4500.00
12 5600 S.Y. Sodding 3.75 21,000.00 3.75 21,000.00 4.00 22,400.00 3.60 20,160.00 4.50 25,200.00 5.00 28,000.00
13 820 L.f. Underground 15.00 12,300.00 14.25 11,685.00 3.40 2788.00 21.00 17,220.00 14.00 11,480.00 25.0t3 20,500.00
Drag. System
· o n cos ll $158,337.75 II I $246,259.70 II $284,868.40 I $387,582.50 II $527,878.00
~/City of C~,~oel! ~-
~5 Parkw iv:. £ep=~mber 1~,
lZ; Stream '$-6 wi:h 3e:h~-i £cboo! Read (DR-93-06)
Thi~ ?e:tt:rn is ~t:~mi::ed :c The Ci:v of Ccppell 50 oppose :he a~o'.'~ referenced
as presently :~igr. a~ for the foliewi~
!. The propose~ installation of a 24' wide. :rench along ~he creek Bed and our back yar~s,
using bulldozers and other const~ctiom equi~ent, removal of ~ny larg~ trees and
plants, ba~ ~ny disadvantages vhich ~e will att~pt to list as follovs:
A. A creek !~: ~'ith trees in Coppell is a valua~!e piece af propcr~v, and
checkin~ wi~ Rea! Estate Co~pan~= the ooznion is that -~'~ '.'a!u~ cf
. · -~- Crop cre:e~dc~.~!y.aft~r ch~. removal of the ~reas sn~
~he p~ac~fu! quietness, the refuge for 5ir6s, and :he ~vera!i sc:nit view
privacy [Y, es~ ~regk !ot~ ~fford, will be gone, forever and o',ur zn';~men:
. .pa~ ~i;xs call for a grad~ slope at star~ to finish ~f a~prcxina=aly ~'
eliminate [ke 7eels :.f ~ater and low places which are found in al' creek
a~d after 3 or
do~ -~ ~ large rains wi~h :kc wa:er f~:;~ z
· sometimes 5 :o 6',i=~;,
-,:= C:~ek~ ~kif, graded ~!opewil1 have new poo~s and Nov pl;ces, =crc eros!on,
more s:~nd!=g wa:er ~han 5~fore; t~mrefere we do no~ ~ae =he pcin: of
app~oxims~eiy S!50,000 of the tax payer~ moxay f~r nc:himg. '
C. The p, atural ~rrai~e, the trees, ~nd the present condition ~f ~he creek
be ~et~er left a~ i.s~wi~h ~ine ~u~{i~:a! c~ this petition, ~ ~ ORGiNG ~
~,igned property owners affected mos: by this
3.
8.
33.
3~
12
37.
be better left as is with the s~bmittal g~ %%is petition, ~ ~
5. 29.
30.
LEGEND
VILLAWOOD LANE ~O~Os~D TO ~O,,~CT D. ~-o~
"~ REQI. AEST RE~(E~G~ W/~ IN~T
12
~5
GENERAL LIMITS OF
PROPOSED DRAINAGE
IMPROVEMENTS ALONG
STREAM 0-6
GRAPEVINE CREEK PARK
UNIT PRICE BID SCHEDULE
STREAM G-6/BETHEL SCHOOL ROAD DRAINAGE IMPROVEMENTS DR 93-06
BASE BID
Item Quantity Unit Description and Price in Words Unit Total
No. Price Price
1 64.11 L.F. 10'X6' Box Culvert with
wing walls and apron
Complete in Place
per L.F.
2 543 S.Y. Reinforced Concrete Pilot
Channel with 6" curb
Complete in Place
.Fo~4-~ ~e,e,a Dollars
per S.Y.
3 260 C.Y. Gabion Retaining Wall
including connection to wing
walls Complete in Place
, 3q, 7go.oo
and ~,/r~ Cents
per C.Y.
4 1 Lump Removal and Replacement of
Sum Concrete Street (including curb
and gutter) Complete in P!ace~,~,.,
and n o Cents
per Lump Sum. /~2~
5 1 Lump Removal of existing wing walls
Sum Complete in Place
and ~o o Cents
per Lump Sum.
i5 Bidding and Contract Documents
UNIT PRICE BID SCHEDULE
STREAM G-6/BETHEL SCHOOL ROAD DRAINAGE IMPROVEMENTS DR 93-06
BASE BID
Item Quantity Unit Description and Price in Words Unit Total
No. Price Price
3 Each Drainage pipe connections
Complete In Place
and too ' ' Cents
per each.
245 C.Y. Rock rip-rap for
erosion control
Complete In Place
and ~ ~ Cents
per C.Y.
37 Each Removal and disposal of trees
Complete In Place
~o N.aa..~ F,e~ Dollars Z~O c~' ~50 .OO
and ~ = Cents
~r each.
9 1 Lump Excavation, grading and
Sum recompaction
Complete In Place ~,~4 ~
and ~. Cents
per Lump Sum.
1 Lump Excavation and haul-off ~
Sum Complete In Place ~ ~
per Lump ~um.
60 L.F. Metal guard rail
Complete In Place
~ ~-~ Dollars
per L.F.
16 Bidding and Con=act Documents
UNIT PRICE BID SCHEDULE
STREAM G-6/BETHEL SCHOOL ROAD DRAINAGE IMPROVEMENTS DR 93-06
BASE BID
Item Quantity Unit Description and Price in Words Unit Total Price
No. Price
12 5600 S.Y. Sodding
Complete In Place
"~,.~ Dollars
and '~eye,,~. F ,'* --- Cents
per S.Y.
13 820 L.F. Underground drainage system
Complete In Place
b-O~r~--o ,o Dollarsd ~'~
per L.F.
TOTAL BID ITEMS 1 THRU 13 $ .,8 II, ,
TANGIBLE PERSONAL PROPERTY COST $ ~'""(,'/CXDO.O O
Signature: c~~.O~
17 Bidding and Contract Documents
BID SUMMARY
TOTAL PRICE CALENDAR DAYS
TOTAL BID ITEMS I THRU 13 $_____~.11,455
6. BIDDER agrees that all Work awarded will be completed within 17,~ Calm~dar Days.
Contract time will commence to run as provided in the Contract Documents.
7. Communications concerning this Bid shall be addressed to the address of BIDDER indicated on
the applicable signature page.
8. BIDDER understands that the Owner is exempt from State Limited Sales and Use Tax on
tangible personal property to be incorporated into the project. Said taxes are not included in the
Contract Price (See Instructions to Bidders).
9. The terms used in this Bid which are defined in the General Conditions of the Construction
Contract included as part of the Contract Documents have the meanings assigned to them in the
General Conditions.
The City of Coppell reserves the right to delete any portion of this project as it may deem necessary
to stay within the City's available funds. Should the City elect to delete any portion, the contract
quantities will be adjusted accordingly.
SUBMITTED on ~ff/ 0g/~'~5~ , 1994.
18 Bidding and Contract Documents
BID AFFIDAVIT
The undersigned certifies that the bid prices contained in this bid have been carefully reviewed and are
submitted as correct and final. Bidder further certifies and agrees to furnish any and/or all commodities
upon which prices are extended at the price offered, and upon the conditions contained in the
Specifications of the Invitation to Bid. The period of acceptance of this bid will be
calendar days from the date of the bid opening. (Period of acceptance will be ninety (90) calendar days
unless otherwise indicated by Bidder.)
STATE OF 'T~)(. ~ 5, COUNTY OF ~ v- w ~ M 4- BEFORE ME.
the undersigned authority, a Notary Public in and for the State of"["'~. ~, ~ , on this day personally
appeared /¥1. ~, V ttu~,,_~ who after being by me
Name
duly sworn, did depose and say:
'T (Iq. I~. ~ t ~ s t~ nj am a duly authorized office/agent for
Name
~ .~/rtx,'.5.2,~ ~v,r~-.~,c47c~ ~- /~_- and have been duly authorized to execute the Name of Firm
foregoing on behalf of the said W/, t4, fftOa/~ ~,,.t'S-7'JOA d-4_-7~'--( ~_J. /,~'~ ..
Name of Firm
I hereby certify that the foregoing bid has not been prepared in collusion with any other Bidder or
individual(s) engaged in the same line of business prior to the official opening of this bid. Further, I
certify that the Bidder is not now, nor has been for the past six (6) months, directly or indirectly
concerned in any pool, agreement or combination thereof, to control the price of services/commodities
bid on, or to influence any individual(s) to bid or not to bid thereon."
Name and Address of Bidder: lq. t~. {,'I/t'~6c~vd ~,,,cS'Fg.h~-T'/~vJ (~,~.
Telephone: (~7) .9"759 'gx2~5~/ by: /}q, ~. '~]t~so~)
Title: ~_~ ~ Signature: ~
SUBSC~BED AND SWO~ to before me by the above named ~, ~. ~t M g~ ~
on this the ~ ~ day of ~ o b t~ 1994.
N ' ' and for the State of [ ~
~-~1-~7
19 Bidding and Contract Documents
CITY-WIDE
STORM WATER MANAGEMENT PLAN
for
THE CITY OF COPPELL, TEXAS
Prepared by
Albert H. Halff Associates, Inc.
8616 Northwest Plaza Drive
Dallas, Texas 75225
January 1991
Albert H. Halff Associates, Inc. 1991
I
2. Phase 2 Implementation ·
Phase 2 consists of projects which may be funded, at least in part by the second sale of bonds 1
for the fiscal year 1991-1992.
Stream G6 Bethel School Road; Channel; $170,000 1
(NLWE) and Culverts
I
Stream G1 Loch Lane Channel Improvements $ 31,000 I
!
Grapevine Creek Erosion-Unnamed Grapevine Creek $ 7,000
Trib at Meadowcreek Dr.
Grapevine Creek Erosion-Unnamed Grapevine Creek $ 83,000
Trib Downstream of Meadowcreek Dr.
Denton Creek Andrew Brown Park Spillway $ 35,0001
Site D Kaye Street (South) $ lll'000a I
Site D Cozby Circle $ 17,000~
Site L Moore Road - Austin Property $ 28,000z I
and Town Creek Apartment Flooding
Site I Swan Drive $ 30,000
Section S.2 Fieldcrest Loop $ 61~250z~ I
TOTAL PHASE 2 $ 573,250
Parks and Recreation Department
Possible cost sharing with property owners
3 Estimated cost from "Preliminary Engineering Study for Drainage Problems on Fieldcreat
I
Loop" by Ginn, Inc. July 14, 1989.
Phases 1 and 2 represent over one million dollars in improvements to the drainage system~
within the City of CoppeR. The majority of these projects may be funded with the previously approved
drainage improvement funds included in the 1990 bond package. However, sources of additional funding I
should be pursued by city stafl~ Projects such as Fieldcrest Loop, Kaye Street (south) and Cozby Circle should
I
be funded at least in part by the property owners with city staff taking the lead in coordination and
construction supervision. For example, the Cozby Circle drainage improvements on the individual lots could
be funded either by the home owner or by the developer of the Cooper Road lots while the City funds the
design and construction of the connection into the existing storm sewer inlet on Anderson Avenue. Other
projects, such as, the Sandy Knoll/Woodhurst subgrade failure and the Andrew Brown Park Spillway should
be funded under street repair and Parks and Recreation funds, respectively.
VIII-4
TABLE C-I
LOCAL DRAINAGE COMPLAINTS COMPILED FROM
CITY OF COPPELL FILES
19#.!9~9
Contract Date ~
Item No.______~ Receiv.__~_~ Nam____~e _Addre~.
35 07-~-89 Chu~h, ~c~ 417 M~d~k ~ion ~d ~ge p~bl~ O~e ~d~ ~pt~ ~ - B.l.b.
35 0~-~9 D~n, ~im ~ M~d~k ~ion ~d ~ pmbi~ G~e ~~k ~pter ~ - B.l.b.
35 07-~9 Hill, ~ohn ~r. 321 M~d~k E~ion ~d ~e ~ble~ G~e ~md~k ~pt~ ~ - B.l.b.
35 ~-15~9 3o~n, Bill ~ M~d~k D~ge p~bl~k e~ion o~e ~~k C~pter ~ - B.l.b.
35 07-~9 ~au~, Ralph 313 M~d~k E~ion and ~nage p~bl~ G~ne ~d~k CMpt~ ~ - B.l.b.
37 07-27~9 ~1, Bfij 149 M~d~k E~ion ~d d~ge pmble~ G~ne C~~d~k ~apter ~ - B.l.c.
~2-~52 G~e C~~d~k ~apter
35 07-~9 M~, EII~ 333 M~d~k E~ion and dm~ge p~ble~
35 07-~9 M~hy, Jim 317 M~d~k E~ion and drayage p~bl~s om~e ~d~k C~pter ~ - B.l.b.
35 07-~9 Pier~, GmMm 413 M~d~k E~ion and d~ge p~ble~ om~ne ~d~k C~pter ~ - B.Lb.
35 0%~-89 Reimer, Oamet 329 M~d~k E~ion ~d ~ p~ble~ Gm.ne C~d~k ~pter ~ - B.l.b.
E~ion ~d d~ge p~bl~ om~e ~d~k C~pter ~ - B.l.b.
35 07-~9 ~it~idc, F~nk ~1
35 05-~9 W~, Burleigh B. ~5 M~d~k fl~p~n o~i~n~ ~ption O~e ~d~k ~pter ~ - B.l.b.
Stem Gl~h ~e ~pter VI - B.2.d.
7 ~-15~9 ~h ~ne High ~ter
Stem ~d~ Ridge ~t~ ~pter ~I - Q.
~ 05~3~9 M~wa~, Vic~e ~ ~age ~ Water
658-2755 ~t~ ~Pter ~ - B.3
H~ 07~5~9 R~, John 2~ p~n~tion D~e A ~a~ pi~ ~ e~ a bank St~m G~had~ ~dge
393-7~2 S~mO3/~~ Branch ~pter VI - BA.
31 0%12~ ~tth~, J~ 577 R~ Branch ~
~2-1810 Stem G3~o~ W~ ~pt~ ~ - B.4.
31 03-1~9 ~ler, Pat 51~ ~r B~k D~age ~mp~t
~2-1~ Stem O4~o~ke W~ ~pter ~ - BA.
31 07-31~9 J~n, Fo~t 5~ R~ B~nch ~g on R~ Branch Stem OS/~er ~dition CMpter ~ - B.6.
D~ge ~bi~
~-27-~ ~n, Chari~
~2-1377
616 Bethel Sch~l E~ion, ~ ~ter, ~hy Stem G6~o~ge W~ ~st ~pt~ ~ - B.7.
~ ~3~ ~ton, J~
TABLE C-I (con~.)
LOCAL DRAINAGE COMPLAINTS COMPILED FROM
CITY OF COPP~.L FILES
1988.1989
Contract Date Subdivision/Location ~
Item No. Received Name Addresa ~
36 07-03-89 Archer, Brett 602 Hawk Erosion, high water, marshy Stream G6/Northlakc Woodlands East Chapter VI - B.7.
462-1366
39 07-03-89 Barnes, Tom 500 Villawood Circle Erosion, high water, marshy Stream G6/Northlake Woodlands East Chapter VI - B.7.
393-7203
36 07-03-89 Barton, Mike 618 Hawk Erosion, high water, marshy Stream G6/Northlake Woodlands East Chapter VI - B.7. ~
462-7951
36 07-03-89 Bouhadoum, Nasser 702 Hawk Eroaion, high water, ma~hy Stream G6/Northlake Woodlands East Chapter Vl - B.7.
393-2719
36 07-03-89 Brown, Frank 617 Briarglen Erosion, high water, marshy Stream G-6/Northlake Woodlands East Chapter VI - B.7.
462-1813
39 07-03-89 Brown, Jeff 625 Villawood Erosion, high water, marshy Stream G6/Northlake Woodlands East Chapter VI - B.7.
393-2288
36,39 07-03-89 Ogle, Chris 380 S. Moore Erosion, high water, marshy Stream G6/Northlake Woodlands East Chapter VI - B.7.
471-1005
Stream G-6/Northlake Woodlands East Chapter VI - B.7.
36 07-03-89 Chien Chao, Victoria 637 Briarglen Erosion, high water, marshy
39 07-03.89 Christopher, Tom 700 Villawood Circle Erosion, high water, marshy Stream C,6/Northlake Woodlands East Chapter VI - B.7.
393-1994
39 07-03-89 Clements, Mike 617 Villawood Erosion, high water, marshy Stream C,6/Nonhlake Woodlands East Chapter VI - B.7. ')
462-1380
36 07-03-89 Cobum, Dennia 600 Bethel School Erosion, high water, marshy Stream G6/Nonhlake Woodlands East Chapter VI - B.7.
393-3759
36 07-03-89 Cotten, Charles 704 Dove Circle Erosion, high water, marshy Stream C_v6/Northlake Woodlands Eaat Chapter VI - B.7.
393-1792
39 07-03-89 Crump, Louia 900 Villawood Circle Erosion, high water, marshy Stream G-6/Northlake Woodlands East Chapter VI - B.7.
462-1992
36 07-03-89 Damuth, John 706 Hawk Erosion, high water, ma~hy Stream G6/Northlake Woodlands East Chapter VI - B.7.
462-8116
36 07-03-89 Dunham, Dal 604 Bethel School Erosion, high water, marshy Stream G-6/Northlake Woodlands East Chapter VI - B.7.
36 07-03-89 Eyberg, Dcan 614 Hawk Fax~ion, high water, marshy Stream C-6/Northlakc Woodlands East Chapter VI - B.7.
462-7762
T.~BLE C-I (mt)
LOCAL DRAINAGE COMPLAINTS COMPI~ FROM
CITY OF COPPELL FILES
19~-19~9
Contract Date
Item No. Received Name Adclre~ Deacription ~ .Report Location
38 07-03-89 Fitzgerald, Tom 612 Bethel School Ermion, high water, marshy Stream G6/Northlake Woodlands East Chapter VI - B.7.
36 07-03-89 Fraser, Patrick 609 Briarglen Erosion, high water, marshy
462-1856 Stream G6/Northlake Woodlands East Chapter VI - B.7.
30 07-03-89 Frayne, Laurence 606 Hawk Erosion, high water, marshy
393-1334 Stream G6/Northlake Woodlands Fast Chapter VI - B.7.
39 07-03-89 Fuller, Ron 621 Villawood Erosion, high water, marshy
393-2382 Stream G6/Northlake Woodlands Eaat Chapter VI - B.7.
36,39 07-06-89 Gale, Mr. and Mrs. Pliny 630 Meadowview Water bubbling at creek bottom Stream G6/Northlake Woodlands East Chapter VI - B.7.
36,39 07-03-89 Gale, Pliny 630 Meadowview Eresion, high water, marshy Stream (}6/Northlake Woodlands East Chapter VI - B.7.
393-0065
39 07-03-89 Gertaen, Robert 609 Villawood Erosion, high water, marshy
462-1620 Stream G6/Northlake Woodlands East Chapter VI - B.7.
36 07-03-89 Greer, David 641 Briarglen Erosion, high water, marshy
462-0738 Stream G6/Northlake Woodlands East Chapter VI - B.7.
39 07-03-89 Grobowsky, Rodney 629 Villawood Erosion, high water, marshy
462-8889 Stream G6/Northlake Woodlands East Chapter VI - B.7.
36,39 07-03-89 Heath, Frank 634 Meadowview Erosion, high water, marshy
393-0720 Stream G6/Nortldake Woodlands East Chapter VI - B.7.
36,39 07-03-89 Herrington, Howard 618 Meadowview Erosion, high water, marshy
393-1598 Stream G6/Northlake Woodlands East Chapter VI - B.7.
36 07-03-89 Holmes, Dennis 628 Bethel School Erozion, high water, marshy
462-1101 Stream C,-6/Northiake Woodlands East Chapter VI - B.7.
36,39 07-03-89
Hoverson, James 638 Meadowview Erozion, high water, ma~hy Stream G6/Northiake Woodlands East Chapter VI - B.7.
36 07-03-89 Johnson, Clifton 624 Bethel School Erozion, high water, ma~hy
462-7823 Stream G6ANorthiake Woodlands East Chapter VI - B.7.
36 07-03-89 Jones, Don 632 Bethel School Erosion, high water, marshy
462-1341 Stream G6/Northlake Woodlands East Chapter VI - B.7.
36,39 07-03-89 Karnstedt, Brad 614 Meadowview Erosion, high water, marshy
462-7788 Stream G6/Northlake Woodlands East Chapter VI - B.7.
TABLE C.I (conL)
LOCAL DRAINAGE COMPLAINTS COMPILF~D FROM
crrY OF COPPELL FILES
1988.1989
Contract Date
Item No. Received Name Addre~ Description Subdivision/Location Report Location
36 07-03-89 Kearna, James 629 Brlarglen Erosion, high water, marshy Stream G-6/Northlake Woodlands East Chapter VI - B.7.
393-7095
39 07-03-89 Kincaid, Tom 800 Villawood Circle Eroaion, high water, marshy Stream O6/Northlake Woodlands East Chapter VI - B.7.
462-0822
36 07-03-89 Krctchmer, Jeff 605 Brlarglen Erosion, high water, marshy Stream O6/Northlake Woodlands East Chapter VI - B.7.
393-0225
36 07.03-89 Link, Lee 300 Hawk Court Erosion, high water, marshy Stream O6/Northlake Woodlands East Chapter VI - B.7.
462-1945
36,39 07-03-89 Marek, Ben 642 Meadowview Erosion, high water, mavahy Stream G6/Northlake Woodlands East Chapter VI - B.7.
393-1660
36,39 07-03-89 Maxwell, Bill 622 Meadowview Erc~ion, high water, marshy Stream G6/Northlake Woodlands East Chapter VI - B.7.
393-0435
36 07-03-89 Myers, Stuart 500 Hawk Court Eresion, high water, mamhy Stream C-6/Nonhlake Woodlands East Chapter VI - B.7.
462-94~8
36 07-03-89 Niederkom, Jerry 625 Brim-glen Erc~ion, high water, marshy Stream (36/Northlake Woodlands East Chapter VI - B.7.
462-1661
39 07-03-89 Ormand, Kern 613 Villawood Erosion, high water, marshy Stream G-6/Northlake Woodlands East Chapter VI - B.7.
462-8620
39 07.03-89 Oniz, Phil 605 Vfllawood Erosion, high water, marshy Stream Cs6/Nonhlake Woodlands East Chapter VI - B.7.
unlisted
36 07-03-89 O'Connell, Robert 613 Briarglen Erosion, high water, marshy Stream C-6/Northlake Woodlands East Chapter VI - B.7.
393-1714
36 07-03-89 O'Pry, Jerry 622 Hawk Erc~ion, high water, marshy Stream C-6/Northlake Woodhnds East Chapter VI - B.7.
471-2007
39 07-03-89 Pezzillo, Raymond 600 Villawood Circle Ercaion, high water, marshy Stream ¢36/Northlake Woodlands East Chapter VI - B.7.
393-1872
39 07-03-89 Potter, Ron 400 Villawood Ch'de Erosion, high water, marshy Stream C-6/Northlake Woodlands East Chapter VI - B.7.
393-0005
39 07-03-89 Rabon, Daniel 633 Villawood Erosion, high water, marshy Stream G6/Northhke Woodlands East Chapter VI - B.7.
unlhted
TABLE C-I
L~CAL DRAINAGE COMPLMNTS COMI~I~D FROM
C~ OF CO~F~~ ~
1~1~
~nt~c~ Date ~d~ ~ ~
Item No.R~ Nam~ S~m ~6~o~h~ke W~lan~ ~t C~pter ~ -
~ 07~3~9 Rice,n, ~ 633 B~ E~ion, ~gh ~at~, ~
~2~774
~ 07~3~9 R~figu~, P~. 7~ D~e Circle E~ion, hi~ wat~, ~ Stem ~oR~ W~lan~ ~t ~pter ~ - B.7.
~2~513
~ 07~3~9 Shat~, Jim ~ H~k ~uH E~ion, high ~ter, m~ Stem G6~o~hlake W~an~ ~t Chapt~ ~ - B.7.
~2-1~5 S~m G6~o~ke W~n~ ~t Chapter ~ - B.7.
~,39 07~3~9 Sn~, Mam~ 610 M~d~ E~ion, ~gh ~t~,
~2~9
~ 07~3~9 Sto~, Ch~ ~1 B~en E~ion, high wat~, ~ Stem G6~o~hla~ W~I~ ~t Chapt~ ~ - B.7.
u~t~
~ 07~3~9 W~, p~on 701 D~e Circle E~ion, ~ wat~, ma~ Stem G6~o~h~ke W~lands ~t Chapt~ ~ - B.7.
~2~552
~ 07~3~9 Wil~ Bm~ 610 ~wk E~ion, ~gh wat~, m~ Stem G6~oR~ake W~an~ ~t Chapter ~ B.7.
3~-5H1
E~ioa, ~ water, ~hy Stem G6~o~ke W~an~ ~t Chapt~ ~ - B.7.
~ 07~3~9 Wojie, F~ 621 B~en
393-1851
~,39 07~3~9 Youn~, ~ 6~ Mmd~ E~ion, high water, ~ Stem G6~o~ke W~lan~ ~t Oapter ~ - B.7.
~2~ B~k and H~R ~apter ~I - Site B
16 03-~9 ~, M~. 829 H~ G~ge fl~
16 02~1-~ Ho~, ~ti 812 B~k ~g in ~nt y~ BuR~k and H~eH ~pt~ ~I - Site B
~3~ Chapt~ ~I - Site B
16 ~1-~ ~11~, ~. 833 B~k ~g ~nt ~d gide ~ BuH~k and H~H
~2~58 Chapter ~I - Site B
16 02~1-~ Ta~, Ron 813 H~H ~g ~nt and ~ ~ B~ and H~II
~2-2110 ~pter ~I - R
~ 03~2-~ S~th, Dasd ~?~ ~p~H R~d D~age p~bl~ ~p~H R~d
~1~8 ~tton~ ~mt~ ~pt~ ~I - Site F
N~ 12-18~9 G~, Me~ 152 ~tto~ Dmi~ge ~bl~
N~ ~-1~ ~m~ Bet~ 118 ~tt~ D~ge ~t~ ~ ~nt ~, ~tto~ ~mt~ ~pt~ ~I - Site F
~tton~ Brach
393-~1 ~ fl~ ~tton~ B~nch
, , ,~'J L~ L.r' "tJ LlULP'
~-'' ~ ~ ~ 1.27%
DALLAS AERIAL ~URVEYS, lNG. w,T~ F~ 1~