HomeMy WebLinkAbout20032887.tiff RESOLUTION
RE: ACTION OF BOARD CONCERNING COMPLIANCE WITH CONDITION F OF
RESOLUTION DATED APRIL 9, 2003, AND REQUEST FOR INCREASE IN
OCCUPANCY NUMBERS - RJML, LLC, DBA LA MARAVILLA RESTAURANT
WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to
Colorado statute and the Weld County Home Rule Charter, is vested with the authority of
administering the affairs of Weld County, Colorado, and
WHEREAS, by Resolution #2003-0955 on April 9, 2003, the Board of County
Commissioners lifted the Temporary Summary Suspension of the Hotel and Restaurant Liquor
License issued to RJML, LLC, dba La Maravilla, and
WHEREAS, Condition #F of said Resolution states, "That a temporary Certificate of
Occupancy be issued by the Weld County Building Inspection Department, for a period not to
exceed 180 days, with the requirement that by the end of such 180 day period, the Licensee
must receive a permit for and have installed a new septic system for the licensed premises,
sufficient to handle increased capacity and/or a requirement by the State of Colorado
Department of Public Health and Environment for the installation of a reverse osmosis system
on the water system, or have amended the Department of Planning Services Site Plan for the
licensed premises to reflect the limited occupancy for both the area where food service is to
occur and the dance hall portion of the license premises, and any other necessary service
capacity limitations, such as limited hours of operation and/or methods of food service", and
WHEREAS, RJML, LLC, dba La Maravilla Restaurant has requested an increase in the
occupancy numbers for the establishment, and
WHEREAS, after review, the Board deems it advisable to extend Condition #F of said
Resolution for 180 days, thereby extending the Temporary Certificate of Occupancy for 180 days
with the current capacity limitations.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of
Weld County, Colorado, that the Temporary Certificate of Occupancy be, and hereby is,
extended for 180 days, with the conditions, requirements, and limits stated in the original
Temporary Certificate of Occupancy, including, without limitation, Condition #F stated above, to
remain in full force and effect.
BE IT FURTHER RESOLVED by the Board that all other conditions, requirements and
limits set forth in the Board's April 9, 2003, Resolution #2003-0955 remain in full force and effect.
2003-2887
LC0044
(� 0 • 30, ii?PLf�-
CONSIDER CONDITION F OF #2003-0955, RJML, LLC, DBA LA MARAVILLA RESTAURANT
PAGE 2
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 15th day of October, A.D., 2003.
BOA OF COUNTY COMMISSIONERS
WEL LINTY, COL A O
ATTEST: J� '�I/` r �`` ci —
D vid E. Long, Chair
s Weld County Clerk to . :.: „O 4C2
v"Y 4 , Robert D asden, Pro-Tem
BY: � � ►. ! I�
Deputy Clerk to the Boa:��►'�
. J. eile
AP D AS TO EXCUSED
Willia H. Jer
C my Attorn ��
0� Glenn Vaad
x/
Date of signature: -29
2003-2887
LC0044
\Mgt WELD COUNTY ATTORNEY'S OFFICE
��► 915 TENTH STREET
P.O. BOX 758
GREELEY, CO 80632
IVD WEBSITE: www.co.weld.co.us
PHONE: (970) 336-7235
FAX: (970) 352-0242
COLORADO
October 9, 2003
Ruben Rodriguez
232 Elizabeth Court
Fort Lupton, CO 80621
Ruben Rodriguez
La Maravilla Restaurant
13015 WCR 16
Fort Lupton, CO 80621
FAX: (303) 857-6503
Re: Consideration of Compliance with
Condition F. of April 9, 2003, Resolution of
Board of County Commissioners of Weld
County
Dear Mr. Rodriguez:
Please be advised that on October 15, 2003, at 9:00 a.m., the Board of County Commissioners of
, Weld County, Colorado, will consider whether there has been compliance by RJML, LLC, dba
La Maravilla("RJML"), with Condition F. of the Board's resolution dated April 9, 2003. A copy
of the April 9, 2003, resolution is enclosed. The Board's consideration of this matter will take
place in the First Floor Meeting Room, Weld Centennial Center, 915 10th Street, Greeley,
Colorado.
As we discussed by telephone on Tuesday, October 7, 2003, Condition F. requires the following:
"F. That a temporary Certificate of Occupancy be issued by the Weld County
Building Inspection Department, for a period not to exceed 180 days, with the
requirement that by the end of such 180 day period, the Licensee must receive a permit
for and have installed a new septic system for the licensed premises, sufficient to handle
increased capacity and/or a requirement by the State of Colorado Department of Public
Health and Environment for the installation of a reverse osmosis system on the water
system, or have amended the Department of Planning Services Site Plan for the licensed
2003-2887
Letter, Ruben J. Rodriguez -
October 9, 2003
Page 2
premises to reflect the limited occupancy for both the area where food service is to occur
and the dance hall portion of the license premises, and any other necessary service
capacity limitations, such as limited hours of operation and/or methods of food service."
It is my understanding from our discussion and from my conversations with representatives of
the Weld County Department of Public Health and Environment("the Health Department") that
RJML has not as of this date received a permit for or installed a new septic system on the La
Maravilla property. Therefore, in order to comply with the requirements of Condition F., prior to
the expiration of the Temporary Certificate of Occupancy(October 17, 2003), RJML must have
". . . amended the Department of Planning Services' ("Planning Services") Site Plan for the
licensed premises to reflect the limited occupancy for both the area where food service is to
occur and the dance hall portion of the license premises, and any other necessary service capacity
limitations, such as limited hours of operation and/or methods of food service." To amend the
site plan in this fashion, RJML must provide to Planning Services a letter consenting to the
limited occupancy and other service capacity limitations. The Mylar Site Plan plat must also be-
amended to include a note detailing such limitations.
In our conversation, you mentioned that RJML may wish to request that the Board of County
Commissioners increase the occupancy numbers for the La Maravilla. To make such a request,
you must do so in a letter to the Board of County Commissioners. I suggest that such a writing
be received by the Board prior to October 15`s.
At a minimum, I also suggest that you be prepared on October 15th to submit to Planning •
Services the letter to amend the Site Plan so as to comply with Condition F. Planning Services
will most likely grant you no more than ten (10) days thereafter to submit the revised Mylar Site
Plan plat.
If you have any questions regarding this letter or wish to discuss thyg matter,please call me at
(970) 356-4000, ext. 4390.
Sineerely,
( ce:Barker
/ Weld County Attorney
Enc.
pc: Kim Ogle
Jeff Reif
Trevor Jiricek
Clerk to the Board
Oct-14-03 10:49A Vigil & Company 303-255-7142 _. P.02
October 14, 2003
County Board of Commissioners
915 Tenth St.
Greeley,CO 80632
RE: La Maravilla Restaurant
13015 Weld County Rd 16
Fort Lupton,CO
Gentlemen:
As requested by a letter from the County Attorney,I am requesting that The Mylar Site
Plat be amended.
I am officially requesting that the items listed on the Temporary Certificate of Occupancy
be amended. The attached report from Church& Associates details the reasons for and
the new numbers I'm requesting.
I realize that the Board may require additional time to review the report and verify the
numbers with the Department of Health,therefore I would agree to an extension of time
by the Board by issuing another Temporary Certificate of Occupancy.
Your consideration is greatly appreciated.
Sic ly,
uben Ro guez
Oct-14-03 10:49A Vigil & Company 303-255-7142 P.02
October 14,2003
County Board of Commissioners
915 Tenth St.
Greeley,CO 80632
RE: La Maravilla Restaurant
13015 Weld County Rd 16
Fort Lupton,CO
Gentlemen:
As requested by a letter from the County Attorney,I am requesting that The Mylar Site
Plat be amended.
I am officially requesting that the items listed on the Temporary Certificate of Occupancy
be amended. The attached report from Church &Associates details the reasons for and
the new numbers I'm requesting.
I realize that the Board may require additional time to review the report and verify the
numbers with the Department of Health,therefore I would agree to an extension of time
by the Board by issuing another Temporary Certificate of Occupancy.
Your consideration is greatly appreciated.
Si ly,
uben Ro guez
Lemorandum
To: Bruce Barker
From: David Tuttle
Date: 10/13/2003
Re: La MaraVilla
This is a summary of the activity at La MaraVilla with respect to the number of patrons observed in
the bar.
On Sat night,August 23`d,Deputy Mercer did a Bar check at La MaraVilla for the purpose of assessing
the capacity of the crowd. He stated that they did not appear to be over capacity and there were no problems
noted. Since that time,he has been in the bar nearly every weekend and said that on Thursday and Sunday
nights,they have approximately 80 to 150 people in the bar at maximum. On Friday and Saturday nights,they
usually have a crowd that is near capacity. He would estimate either just under or just over capacity. On some
of those nights, it is crowded and difficult to walk through the bar. He has noted that the management is using a
manual counter and that on Friday and Saturday nights, there is almost always a line waiting to get in the bar.
As one person leaves,another is allowed in the bar.
Since there is no way to physically count the number of patrons in the bar,one can only estimate
whether or not they are overcrowded or if they are properly monitoring their capacity and keeping it at the limit
or under. When the officers are present, they demonstrate the use of the counter and admit patrons on a one for
one exchange. From this, one can only assume that they are managing the size of the crowd and are in
compliance with the capacity limits.
Commander Martin stated that he was in the bar on two occasions earlier in the summer of 2003. On
both of those occasions,the management was using a manual counter and there was a line outside the bar.
Patrons were admitted on a one for one exchange.
Deputy Mathews stated that on 10-03-03,there was a verbal confrontation between 5 customers. All
five customers were visibly intoxicated. Deputy Mathews told security personnel that those five customers
should not be served any more alcoholic beverages. Mathews stated that security personnel complied with his
request and told the men they could not be served any more that night. On October 4th,Deputy Mathews noted
a very large crowed,possibly over capacity,and stated it was difficult to walk through the crowd.
Deputy Mathews again checked the bar capacity on Friday,October 10th and stated that he estimated
the crowd at 350 persons. On Saturday night, he estimated there were 400 to 450 persons in the bar with an
estimated 80 individuals waiting in line outside to enter. He stated that there were 5 persons inside the bar who
were obviously extremely intoxicated. He did not note that they were being served any more alcoholic
beverages. He also charged one person inside the bar with M.I.P. On Sunday night he noted there were
approximately 250 persons inside the bar when he checked on the capacity.
The only estimate of any over crowding is on the 11th of October, last Saturday night. From all
accounts,the management has a system in place that is designed to keep the crowd from exceeding the capacity.
When Deputies are present,they are using the system and there is no way to determine if their count is correct
or if they have exceeded capacity. A possible solution would be to monitor the situation with Deputies who are
in plain clothes and determine if the management is monitoring their capacity when uniformed Deputies are not
present.
1
FROM : FRX NO. :3034639321 Oct. 14 2003 05:44PM P2
CHURCH & Associates, Inc.
ENGINEERS&GEOLOGISTS
October 14,2003
RTftM, LLC
Attn:Mr.Ruben Rodriguez
13015 Weld County Road 16
Fort Lupton,CO 80621
Subject: Onsite Wastewater System Assessment
Existing La Maravilla Restaurant and Dance Hail
13015 Weld County Road 16
Weld County,Colorado
Job No. 15943
Mr.Rodriguez,
As requested, CHURCH & Associates, Inc. (CHURCH) has conducted an assessment of the existing
onsite wastewater system COWS) with respect to daily sewage flows produced at the subject site. This
assessment is based on the water use data provided by you and a previous evaluation report of the OWS
by others. Th.e physical condition of the existing OWS or characteristics of wastewater at the subject site
were not evaluated by CHURCH.
Site Conditions; The site is an approximate 3.4-acre parcel of land located at the northeast comer of
Colorado State Highway 85 and Weld County Road 16. A site visit was conducted on October 13,2003.
At the time of the site visit, it was observed that the existing leach field area was paved with asphalt
pavement.Drain field observation pipes were not observed. Therefore,the condition of the existing drain
field was not determined. It is understood that municipal sewer maybe near the subject site in the next
few years pending on future development in the area. Water is provided by an onsite well.
Current Operations: It is understood that the restaurant has a temporary certificate of occupancy that will
expire in October 2003,which allows for a maximum of 60 seats in the restaurant serving 158 meals per
day and 350 people per night in the dance hall, The restaurant currently operates with paper service from
11:00 am to 7:00 pm,seven days a week. The dance hall operates from 8:00 pm to 1:30 am on Thursday
to Sunday every week.
It is understood that you wish to increase the capacity of the Dance Hall from 350 people per night to
600 people per night, if possible. It is understood that the current maximum capacity of the dance hall
per local building and/or fire department regulations is 752 people. The dance hail capacity is currently
limited by OWS capacity.
Existine QWS: The existing OWS consists of septic tanks and a 3740 square-foot drain field. The
existing OWS was permitted under Weld County permit No. SP-9700328 and is at least 10 years old.
High Plains Engineering performed an evaluation of the existing OWS in April 2003 to determining the
DENVER 4501 Wadsworth Boulevard Wheat Ridge,Co e0033 www.gee-ehuron.eom
303.463.6317 Fax:303.463.9321 Toll Free-1.577.245.3123
FROM : FRX NO. :3034639321 Oct. 14 2003 05:45PM P3
OWS Assessment
Job No. 15943,October 14,2003
Page 2
average daily sewage loading capacity for the existing drain field. A copy of this evaluation is presented
in Appendix A. The results of this evaluation were used in establishing the limits of temporary certificate
of occupancy. A sewage flow of 1727 gallons per day (GPD) was determine by High Plains to the
average daily sewage loading for the drain field. This was in part based on a 15 minutes per inch
percolation rate. High Plains Engineering proposed addition septic tank capacity be installed, which has
been completed.
You informed us the existing OWS has functioned adequately, and no surfacing of effluent or backups
of the sewer line have occurred.
Water Usage: Water usage has been monitored by you from May 2003 until present The water use data
is presented in Appendix B.Based on the data provided,peak usage is during the periods when both the
restaurant and dance hall arc in operation,particularly during the weekends. The average water usage for
both the restaurant and dance hall ranged from about 1000 to 1200 gallons per day, or 58% to 70%,
respectively, of the average daily sewage load capacity mentioned above. The number of meals sold
during the month of July was also provided for the peak periods of the month which ranged from. 63 to
94 meals per day with an average of about 80 meals per day.This is approximately 50% of the permitted
meals allowed per day.
•
Conclusions: Based on this information it appears that the existing OWS drain field is being utilized at
60% to 70% of its average daily loading capacity. It also appears that if the dance hall capacity were
increased and if the restaurant were to serve the maximum meals currently permitted, the average daily
sewage flow of 1727 GPD may be exceeded. Therefore, it may be possible to increase the capacity of
the dance hall provided the meals permitted were reduced.
Considering that approximately 500 gallons of additional sewage could be produced to achieve the
average daily flow of 1727 GPD and based on 2 gallons/person/day for the dance hall, the capacity of
the dance hall could he increased to by 250 people to 600 people/day. The number of meals permitted
per day should be reduced to 80.
Wastewater strength testing should be performed to assess the wastewater characteristics. High-strength
wastewater being discharged to the drainfield will reduce its performance and service life. Drain fields
placed under pavement may also be subject to a shortened performance life due to reduced oxygen
transfer. Ike-treatment or secondary treatment may be required, if the long-term performance of the
drain field is desired.
Limitations: The conclusions developed for this assessment were based on the water use data provided
by you and the information presented in the High Plains Engineering evaluation. This assessment should
not be considered as a performance evaluation of the existing OWS or as an estimate on the performance
life of the existing drain field. Excavations into the drain field would be required to assess its current
condition and for the presence of biomat material. Water usage,the number of meals served and number
of people using the restaurant and dance hall on a daily basis should be recorded. If water usage exceeds
the average daily loading capacity of the drain field, water use reduction measures should be
implemented or the number of people allowed in the dance hall reduced.
FROM : FRX NO. :3034639321 Oct. 14 2003 05:45PM P4
V W S Assessment
Job No. 15943,October 14,2003
Page 3
If you have questions please contact us.
Sincerely, pp REq..ST
CO b,�yU��
CHURCH&Associates,Inc.
-/
� ! / Reviewed by: 12 13172
{/f
Kenneth Hamilton Edward 0. Church,Pt,
Project Manager
EOC/keh
Attachments
3 copies sent
FROM : FAX NO. :3034639321 Oct. 14 2003 05:45PM P5
Appendix A
FROM : FAX NJ. :3034639321 Oet. 14 2003 05:46PM P6
• • - High Plains Engineering
� V
735 Denver Avenue • Fort Lupton CO 8062 I
Phone 303-857-9280 • fax 303-857-9238
April 1.0, 2003
Mr. 'Ruben Rodriguez
232 Elizabeth Court
Fort Lupton, CO 80621
RE: Revised evaluation of the septic system for the La Maravilla Restaurant
at 13015 WCIt 16, Fort Lupton, Colorado
Job #01-0915
To Whom It May Concern:
We evaluated the septic system at this site from existing plans and the
existing septic system (Permit #SP-9700328).
The existing absorption bed is adequate for a restaurant serving a maximum
of 158 meals perday with paper service, with maximum occupancy of 50
patrons seated at tables and 10 patrons at the cocktail bar in the restaurant.
The restaurant will be open from 11:00 a.m. to 7:00 p.m. The dance hall
will have an occupancy load of 350 patrons.
The existing septic field is sufficient to handle the designed flows from the
facility. The existing 1000-gallon septic tank will be used as the grease trap
for the kitchen. A. 1000-gallon septic tank will be added for the kitchen
flows, (see diagram). The bathroom waste will be run through 2-proposed
1500-gallon septic tanks and the existing 1250-gallon grease/sand trap, •
Which will be used as a septic tank.
The water well will run as is for the next six (6) months while the nitrates
are being tested. A reverse osmosis system may be added if required at a
later date. The wastewater from the R.O. system will be collected in a
separate tank so the septic system will not be affected by the in-efficiency of
the R.O. system.
FROM : FAX NO. :3034639321 Oct. 14 2683 05:46PM P7
In the event that the water well requires a super chlorination dose, the well
shall be pumped out and collected in a separate tank so the chlorine will not
affect the septic tank.
Mr. Rodriguez is installing a 1-micron filter to the water main. He is also
going to place signs at the sinks as follows: This water may contain nitrates
in excess of. 10 mg/1, pregnant women and infants should not drink the
water.
SEPTIC COMPUTATIONS:
Restaurant 158 meals/day
1.5 gallons/meal x 158 meals = 237 GPD
5 gallons/patron (bathroom) x 158 patrons =790 GPD
Dance Hall 350 patrons @. 2_gallonsLpatron = 700
TOTAL 1727 GPD
Required Area of the Leach Field
A = 1727 GPD x 1.5 x 1.3 (bed) ,/15mpi = 3727 SQ. FT.
3.5
*Use existing septic field, which is 3740 square feet.
Kitchen Waste Septic Tank = 300 GPD
*Use existing 1000-Gallon Septic Tank for grease trap and install
additional 1.000-gallon septic tank.
Bathroom Waste Septic Tank
1727 GPD— 300 GPD = 1427 GPD
1427 GPD x 1.5 x 30 hrs = 2676 Gallons
24 hrs/day
*Use 2 additional 1500-gallon septic tanks and the existing 1250-gallon
tank.
Sincerely,
•
•
/f O4G F
Todd M. Schroeder, l' 548 3 :142,
f0/0NAt.t
FROM : FRX NO. :3034639321 Oct. 14 2003 05:46PM PEI
. STEEL POLE
- LEACH ADANDONED SHED u
FELD r
PROPOSED 1000 GAL CLEAN •
SEPTIC TANK' • .
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MBE F913 , i ..
on GflEASEI�AP
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SITE PLAN
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• SCALE: 1 " = 40 '
• PROPOSED DRIVEN')
(SEE TYPICAL)
11 i r n so r-.
FROM : FRX NO. :3034639321 Oct. 14 2083 05:46PM P9
T2 SO.
PAa1D
•
INLET
0740•_ $P).. �
--- -- IRRIGA TION
PVCCSCUDPPE DITCH
• PERF RATED
PARKING LOT
DRAINAGE
CePVC PIPE FOR
RAILROAD
LEASE ;
td
FROM : FAX NO. :3034639321 Oct. 14 2003 05:47PM P10
Appendix B
FROM : FAX NO. :3034639321 Oct. 14 2003 05:47PM P11
LA MARAVILLA
WATER LOG FOR MAY 2003
DATE MORNING EVENING TOTAL
ti
May 1, 2003 13510 13845 �1>� New filters
May 2, 2003 13845 14929 Epps
May 3, 2003 I 14929 _ 15761 3y
- May 4, 2003 15761 16400 (,�i
vi
May 5,2003 16400 __.�._. 16450 5° �_ _. ...
`t
May 6, 2003 16450 16621 V11
N.
May 7,2003 16621 16846 2��
May 8, 2003 -0- 847 941 New meter r
May 9, 2003 847 1622 ?TS"S
--- 'May 10, 2003 ~ 1622 2745 E, 7. S
May 11, 2003 -..�. .... 2745 3690 '5-(
May 12, 2003 3690 3870 I Sc,
tMay 13, 2003 3870 3995 IZ5
May 14, 2003 3995 4190 )h c
May 15, 2003 4190 4570 2j?P
r May 16, 2003 4570 5606 f 0-)L!
.-- May 17, 2003 5606 6757 1(5\
May 18, 2003 6757 7625 t fr
May 19, 2003 7625 8376 -t
May 20, 2003 8376 8590 1,14 O
\
May 21, 2003 8590 8710 f 1 o
May 22, 2003 8710 8999 .6. _W
— May 23, 2003 8999 _ 10520 ts2l _ Broken sprinkler
May 24, 2003 _ 10520 11880 13(4
-- May 25, 2003 11880 12902 loll, W
— May 26, 2003 12902 13810 !ef
May 27, 2003 13810 14405 545
May 28, 2003 14405 14903 560
May 29: 2003 14903 1520 .OO
May 30, 2003 15201 15909 -1`b
May 31, 2003 15909 16879 "lo
FROM : FAX NO. :3034639321 Oct. 14 2683 05:47PM P12
LA MARAVILLA
WATER LOG FOR June 2003
DATE MORNING EVENING TOTAL
June 1, 2003 16879 17646 7?O New filters
June 2003 17646 18103 ,, D
June 3, 2003 18103 _ 18471 wsa
June 4, 2003 18471 19119 (pc}2
June l 2003 19119 19642 Sao
i June 6, 2003 19642 20548 p
,- June 7, 2003 20548 21692 �tytio , 0
June 8, 2003 21692 22496 4.00
June 9;2003 22496 23220 1
June 10, 2003 23220 23620 �
June 11,2003 23620 23900 72)O
June 12, 2003 23900 24460 S
June 13, 2003 24460 25791
-- June 14z 2003 25791 26850 los)
June 15, 2003 26850 28030 1180 0
June 16, 2003 28030 28240 2,10
Junc 17, 2003 28240 28750 51d
June 18, 2003 28750 29200
Junc 19, 2003 29200 29480 Vep Q
June 20, 2003 29480 30490 LAD
Juno 21, 2003 30490 31610 i 120 V
June 22, 2003 31610 32580 COO I1/4.
June 23, 2003 32580 32620 40 Broken sprinkler
June 24, 2003 32620 32990 "37O \
June 25, 2003 32990 33310 37.0 -,,,
June 26, 2003 33310 33640 31O
June 27, 2003 33640 34650 into
r Tune 28, 2003 34650 35790 11q0
June 29, 2003 35790 37240 LySQ
June 30, 2003 37240 38330 10010
FROM : FAX NO. :3034639321 Oct. 14 2003 05:47PM P13
LA MARAVILLA
WATER LOG FOR July 2003
DATE MORNING EVENING TOTAL
July 1, 2003 38340 38630 New filters
July 2, 2003 38630 — 39500
July 3, 2003 39500 40070
July 4, 2003 40070 41190
July 5, 2003 41190 42310
July 6,2003 42310 43440
July 7,2003 43440 43440
July 8, 2003 43440 43810
_ July 9, 2003 43810 44520
July 10, 2003 44520 44990
July 11, 2003 44990 46100
July 12,2003 46100 47350
July 13, 2003 47350 49540 Water test water 20 gal/
min
July 14, 2003 50120 50360
July 15, 2003 50360 50190 Sprinkder
July 16, 2003 50190 51150 Washed parking lot
July 17, 2003 51150 54540
July 18, 2003 54540 55480
July 19, 2003 55480 56620
July 20, 2003 56620 _ 57540
July 21, 2003 57540 57540
July 22, 2003 57540 57820
July 23, 2003 57820 58210 Broken sprinkler
July 24, 2003 58210 58520
July 25,2003 58520 59640
July 26, 2003 58640 59890
July 27,2003 59890 60990
July 28,2003 _ 61990 62430
July 29, 2003 - 62430 62900
July 30,2003 _ 62900 63800
July 31, 2003 63800 64570
FROM : FAX NO. :3034639321 Oct. 14 2603 05:40PM P14
LA MARAVILLA
WATER LOG
DATE MORNING EVENING TOTAL
— August 1/03 64570 65700 1130
August 2/03 65700 66940 IVAO
August 3/03 66940 . 68060 (11 O
August 4/03 68060 69770 11tp
August 5/03 69770 70410 1,40 T
August 6/03 70410 70890 00 '1
August 7/03 70890 71560 lt$O y
August 8/03 _ 71560 72490 4,0
i August 9/03 72490 73620 11>o
i August 10/03 73620 74790 117O
August 11/03 74790 75210 42o 44
August 12/03 75210 75880 6,,20LI
August 13/03 75880 76400 41,0
August 14/03 76400 77120 -no
Auoust 15/03 77120 77320 2,00 t
i August 16/03 77320 78630 ('510 0
i August 17/03 78630 79520 SRO ti
August 18/03 79520 80140 (ptip
August 19/03 80140 80720 919
August 20/03 80720 81390 Q
-' August 21/03 81390 82230
i August 22/03 82230 83410 1110
r August 23/03 83410 84740 _1O
i August 24/03 _ 84740 85920 AO
August 25/03 _ 85920 87180 pip Sprinker
— August 26/03 87180 88330 16D Washed parking lot
—
August 27/03 88330 89010 WO
e'' August 28/03 89010 89980 gio
August 29/03 89980 91040 tOb0
August 30/03 91040 92490 (N50 —
August 31/03 92490 93660 1110
FROM : FAX NO. :3034639321 Oct. 14 2003 05:48PM P15
LA MARAVILIA
WATER LOG
DATE MORNING EVENING TOTAL
September 1/03 93660 y, 94720 MP
September 2/03 94720 95660 440
September 3/03 95660 96240 490
1 September 4/03 _ 96240 97140 40o
September 5/03 97140 98320 III September 6/03 98320 99580 nip
- September 7/03 99580 _ 101060 Hilt)
September 8/03 T_101060 1.01980 GIi,)
September 9/03 101980 102620 (040
September 10,2003 102620 103560 A;LAO
September 11,2003 103560 104690 1130
September 12,2003 104690 1,05840 1159
September 13,2003 105840 107200 1)(1,0
September 14,2003 107200 108540y0 k
September 15,2003 108540 110200 I(p(,0 Water running for test._
September 16,2003 1.10200 111230 1030 in
September 17, 2003 111230 112140 910
September 1.8, 2003 112140 113180 1040
September. 19, 2003 113180 114410 1230 y
• __September 19, 2003 114410 115680 • 1270
September 20, 2003 115680 116990 1310 lc-
__ tember 21, 2003 _ _ 116990 118240 1250
September 22, 2003 118240 119320 1080
September 23, 2003 119320 120240 47,0 1
September 242_2003 120240 121190 060
— ' September 25, 2003 121190 122280 Ipf10
— September 26,2003 122280 123440 .L '±
..-
✓ September27, 2003 123440 _124690 X1,90
r _ September 28 2003 124690 125910 1q;1D
September 29, 2003 125910 126880 0-p
September 30, 2003 126880 _ 127840 ea
I
FROM : FAX NO. :3034639321 Oct. 14 2003 05:48PM P16
•
'•
LA MARAVJLLA
WATER LOG fi
•
DATE MORNING EVENING TOTAL
October 1.2003 127840 128810 coo
— October 2,2003 128810 129850 (040
October 3,2003 ]29850 131060 1 210
• , October 4,2003 131060 132340 1240
October'5,2003 132340 133590 .co
October 6,2003 133590 134710 ijip
t'
October 7,2003 135680 136720 logo - T
__., Ocober 8,2003 136720 ��
Oct-la Vigil & Company 303-255-7142 P.01
l 111U1 t'
D9-7,
VC
FAX
Please provide a copy to each of the Board of Commissioners as soon as possible.
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