HomeMy WebLinkAbout870269.tiff RESOLUTION
RE: ACTION OF THE BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY,
COLORADO, CONCERNING SITE APPLICATION OF ARA DEVCON, INC. ,
DBA COUNTRY VIEW CARE CENTER, AND AUTHORIZE CHAIRMAN TO SIGN
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, ARA Devcon , Inc. , dba Country View Care Center,
wishes to construct a wastewater treatment facility on the
following described parcel of land, to-wit:
Part of the SWa of Section 13 , Township 3
North, Range 68 West of the 6th P.M. , Weld
County, Colorado
WHEREAS, the Regulations for Site Applications for Wastewater
Treatment Facilities require review of the Site Application by the
Board of County Commissioners prior to commencing construction
and; further , that various local and State agencies be given the
opportunity to review and comment on said Site Application , and
WHEREAS , ARA Devcon , Inc. , dba Country View Care Center, has
submitted its Site Application to the Board of County
Commissioners of Weld County for review and comments , a copy of
said Application being attached hereto and incorporated herein by
reference , and
WHEREAS , after study and review, the Board finds that said
Site Application is compatible with the Weld County Comprehensive
Plan and that it is in the best interest of Weld County to
recommend approval of said Application , subject to the applicant
moving a structure which is currently on the property before any
work commences on the wastewater treatment facility to allow for
the proper setbacks from Weld County Road 32 .
NOW, THEREFORE, BE IT RESOLVED by the Board of County
Commissioners of Weld County, Colorado, that the Site Application
of ARA Devcon , Inc. , dba Country View Care Center, be , and hereby
is , recommended favorably to the Colorado Department of Health as
being compatible with the Weld County Comprehensive Plan , subject
to the hereinabove mentioned condition.
BE IT FURTHER RESOLVED by the Board that the Chairman be , and
hereby is, authorized to sign said Site Application.
PL0079
?it, 6079 ;r 870269
Page 2
RE: SITE APPLICATION - ARA DEVCON, INC.
The above and foregoing Resolution was , on motion duly made
and seconded, adopted by the following vote on the 15th day of
April , A.D. , 1987.
anevs?a� BOARD OF COUNTY COMMISSIONERS
ATTEST: WELD COUNT COLORADO
Weld County Clerk and Recorder
--
and Clerk to the Board G a ( man
BY^ tic, � J C.W Kirby, Pro- em
eputy County Jerk
APPROVED AS TO FORM: ene R. Br ntner
J- c i o n s O )
I/ila-c— �= ii�}} County Attorney
Frank Yamaguchi
870269
COLORADO DEPARTMENT OF HEALTH
Water Quality Control Division
4210 East 11th Avenue
Denver, Colorado 80220
APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OR EXPANSION OF:
' A) DOMESTIC WASTEWATER TREATMENT WORKS (INCLUDING TREATMENT PLANTS,
OUTFALL SEWERS, AND LIFT STATIONS) OVER 2,000 CPD CAPACITY.
B) INTERCEPTORS (IF REQUIRED BY C.R.S. 25-8-702 (3))
APPLICANT: ARA• Dev Con Inc. dba Country View Care Center _
ADDRESS: 5425 Weld County Road 32, Longmont, Colorado 80502 PHONE: (303) 535-4491
Consulting Engineer's Name and Address: Nelson Engineers, 822 7th Street, Suite 520,
Greeley, Colorado 80631 PHONE: (303) 356-6362
A. Summary of information regarding new sewage treatment plant:
1. Proposed Location: (Legal Description) 1/4, • SW 1/4, Section 13
Township 3N , Range 68W
Weld County.
2. Type and capacity of treatment facility proposed: Processes Used Aerated Lagoon,
Evaporation Ponds with Chlorination
Hydraulic 12,000 Organic 24
gal/day lbs. BOD5/day
Present PE 120 Design PE 120 % Domestic 100 % Industrial_0
3. Location of facility:
Attach a map of the area which includes the following:
(a) 5-mile radius: all sewage treatment plants, lift stations, and domestic
water supply intakes.
(b) 1-mile radius: habitable buildings, location of potable water wells, and
an approximate indication of the topography.
4. Effluent disposal: Surface discharge to watercourse n/a
Subsurface disposal n/a Land n/a Evaporation on-site ponds Other n/a
State water quality classification of receiving watercourse(s) n/a
Proposed Effluent Limitations developed in conjunction with Planning and Standards
Section, WQCD: BOD% n/a mg/1 SS ❑/a mg/1 Fecal Coliform n/A /100 ml
Total Residual Chlorine n/a mg/1 Ammonia n/a mg/1 Other pia_
5. Will a State or Federal grant be sought to finance any portion of this project? Nn
6. Present zoning of site area? Agriculture
Zoning with a 1-mile radius of site? PUD, Agriculture
7. What is the distance downstream from the discharge to the nearest domestic water
supply intake? n/a
(NBme of Supply)
(Address of Supply)
What is the distance downstream from the discharge to the nearest other point of
diversion? n/a — —
(Name of User)
(Address of User)
-1-
WQCD-3 (Revised 8-83) 870269
8. Who has the responsibility for operating the proposed facility?
ARA Dev Con, Inc.
9. Who owns the land upon which the facility will be constructed?
ARA Dev Con, Inc.
(Please attach copies of the document creating authority in the applicant to
construct the proposed facility at this site.)
10; Estimated project cost: $85,320
Who is financially responsible for the construction and operation of the facility?
ARA Dev Con, Inc.
11. Names and addresses of all water and/or sanitation districts within 5 miles
downstream of proposed wastewater treatment facility site. Little Thompson
Water District, 307 Welch Avenue, Berthoud, Colorado
(Attach a separate sheet of paper if necessary.)
12. Is the facility in a 100 year flood plain or other natural hazard area? No
If so, what precautions are being taken? n/a
Has the flood plain been designated by the Colorado Water Conservation Board,
Department of Natural Resources or other Agency? n/a
(Agency Name)
If so, what is that designation? n/a
13. Please include all additional factors that might help the Water Quality Control
Division make an informed decision on your application for site approval.
The existing failing septic system and leach fields will be abandon and
served by the proposed wastewater treatment plant upon completion and
start-up.
Lift station on site; Included in "Attachment to
B. Information regarding lift stations: Site Application".
1. The proposed lift station when fully developed will generate the following additional
load: Peak Hydraulic (MGD) P.E. to be served
2. Is the site located in a 100 year flood plain?
If yes, on a separate sheet of paper describe the protective measures to be taken.
3. Describe emergency system in case of station and/or power failure.
4. Name and address of facility providing treatment:
5. The proposed lift station when fully developed will increase the loading of the
treatment plant to % of hydraulic and % of organic capacity and
agrees to treat this wastewater? Yes No _
(Treatment Agency)
Date Signature and Title
-2- 870269
WQCD-3 (Revised 8-83)
h .
C. If the facility will be located on or adjacent to a site that is owned or managed by a
Federal or State agency, send the agency a copy of this application.
D. Recommendation of governmental authorities:
Please address the following issues in your recommendation decision. Are the proposed
facilities consistent with the comprehensive plan and any other plans for the area,
including the 201 Facility Plan or 208 Water Quality Management Plan, as they affect water
quality? If you have any further comments or questions, please call 320-8333, Extension
5272.
Recommend Recommend No
Date Approval piaapproval Comment Signature of Representative
1.
Management Agency
2.
Local Government: Cities or Towns (If
site is inside boundary or within three
/ P2 miles) anit on Districts.3. u oners
4.
Local Heat A or ty
5. /7 r/_ ,°7 / r : 7 ��=� c_.
City aunty ng Author ty
6. —3/�°/1/67 ✓ie e,ry�is4� � LCt%r'lc" )
Cduncil o Governments/Regional Plannl:.
7.
State Geologist
(For lift stations, the signature of the State Geologist is not required. Applications for
treatment plants require all signatures.)
I certify that I am familiar with the requirements of the "Regulations for Site Applications
For Domestic Wastewater Treatment Works," and have posted the site in accordance with the
regulations. An engineering report, as described by the regulations, has been prepared and is
enclosed.
DATE ZI1�lF1 QrvQ e v-
Pauline Bonner
.
Signature of Applicant TYPED NAME
"` Air.,"/ fee a�.d¢O pn 'f� /OYp di hen 11 a, I /4 74:. /I:7' /f»iace f s 7f-
�/ fe'm /s,/�e,� c✓ze AlcmP 5 re.;s./� le/et/
Lf°7�,n,uc�, s'
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8 7r�0269
WQCD-3 (Revised 8-83)
ATTACHMENT TO SITE APPLICATION
In accordance with C.R.S. 1981, 25-8-702 (2)(a), (b), and (c), and the "Regulations for Site
Applications for Domestic Wastewater Treatment Works", the Water Quality Control Division must
determine that each site location is consistent with the longrange, comprehensive planning fot
the area in which it is to be located, that the plant on the proposed site will be managed to
minimize the potential •adverse impacts on water quality, and must encourage the consolidation
of wastewater treatment works whenever ₹easible.
In making this determination; the Division requires each applicant for a site approval for a
domestic wastewater treatment works to supply an engineering report describing the project an(
showing the applicant's capabilities to manage and operate the faility over the life of the
project to determine the potential adverse impacts on water quality. The report shall be
• considered the culmination of the planning process and as a minimum shall address the
• following:
Service area definition including existing population and population projections,
flow/loading projections, and relationship to. other water and wastewater treatment plants
in the area.
• Proposed effluent limitations as developed in coordination with the Planning and Standards
Section of the Division. (Allow minimum four weeks processing time.)
Analysis of existing facilities including performance of those facilities. '
Analysis of treatment alternatives considered.
Flood plain and natural hazard analysis.
.
Detailed description of selected alternatives including legal description of the site,
treatment system description, design capacities, and operational staffing needs.
Legal arrangements showing control of site for the project life.
. Institutional arrangements such as contract and/or covenant terms for all users which wil
be finalized to accomplished acceptable waste treatment.
Management capabilities for controlling the wastewater throughout and treatment within th
capacity limitations of the proposed treatment works, i.e. , user contracts, operating
• agreements, pretreatment requirements.
Financial system which has been developed to provide for necessary capital and continued
operation, maintenance, and replacement through the life of the project. This would
include, for example, anticipated fee structure.
•
' Implementation plan and schedule including estimated construction time and estimated
start—up date.
Depending on the proposed project, some of the above items may not be applicable to address.
In such cases, simply indicate 'on the application form the non applicability of those.
870239
WQCD-3 (Revised 8-83)
c. h.
SUMMARY OF THE WELD COUNTY PLANNING COMMISSION MEETING
April 7, 1987
A regular meeting of the Weld County Planning Commission was held on April
7, 1987, in the Weld County Commissioners' Hearing Room, Weld County
Centennial Building, 915 Tenth Street, Greeley, Colorado. The meeting was
called to order by the chairman, Jack Holman, at 1:30 p.m.
Tape 273 — Side 2
ROLL CALL
Lydia Dunbar Present
Ivan Gosnell Present
LeAnn Reid Present
Louis Rademacher Present
Lynn Brown Present
Paulette Weaver Present
Ann Garrison Present
Jack Holman Present
Also present: Keith Schuett, Brian Bingle, and Lanell Swanson, Current
Planners, Lee Morrison, Assistant County Attorney, and Bobbie
Good, Secretary.
A quorum was present.
The summary of the last regular metting of the Weld County Planning
Commission held on March 17, 1987, was approved as distributed.
APPLICANT: ARA Devcon, Inc., dab Country View Care Center
REQUEST: A recommendation of approval for a Site Application (waste water
treatment facility) .
LEGAL DESCRIPTION: Part of the SE} of Section 13, T3N, R68W of the 6th
P.M. , Weld County, Colorado.
LOCATION: Approximately .75 miles west of Weld County Road 13 on north side
of Weld County Road 32.
APPEARANCE:
LaVerne Nelson, P.E. , Nelson Engineers, represented the applicant. They are
asking for site approval for a sewage treatment facility. This is a system
which will serve one property only, a care and treatment facility for the
handicapped. The present septic tank and leach field are no longer working
properly. The septic tank has to be pumped out about once a week. The Weld
County Health Department has told them they can no longer operate in this
manner. They have used a twenty year design feature for this facility.
There will be an aerated pond and three evaporative ponds on approximately
•
eight acres. There will never be any discharge or drainage into any other
area at any time. When a sewer system becomes available in this area they
will connect to it. Water that goes into the ponds is fully treated and
chlorinated. ��1y ��`�
8B 02 9
Summary of the Weld County Planning Commission Meeting
April 7, 1987
Page 2
Tape 274 — Side 1
The Chairman asked Keith Schuett to read the recommendation of the
Department of Planning Services staff into the record.
Keith Schuett called the recommendation of the Weld County Engineering
Department to the attention of the Planning Commission. Even though the
ponds are not high enough to obstruct vision in any direction, they are
still considered a structure. For the ponds to remain where they are, the
applicant would need to apply for and be granted a variance from the Board
of Adjustment.
AMENDMENT:
Ann Garrison moved the following condition be added to the staff's
recommendation.
1. Prior to any work being done on the wastewater treatment facility,
the applicant shall either move the structure to allow for the
proper setbacks from Weld County Road 32 or shall apply for and
receive a setback variance to conform with their plans.
Motion seconded by Louis Rademacher.
The Chairman called for discussion from the members of the Planning
Commission. Discussion followed.
The Chairman asked the members of the Planning Commission for their
decision. Motion carried unanimously.
MOTION:
Ann Garrison moved the request of ARA Devcon, Inc., dba Country View Care
Center for a recommendation for approval of a site application (waste water
treatment facility) be forwarded to the proper State authority with the
Planning Commission's recommendation for approval based upon the
recommendation of the Department of Planning Services' staff including the
condition as amended by the Planning Commission, and on the testimony heard
by the members of the Planning Commission. Motion seconded by Louis
Rademacher.
The Chairman called for discussion from the members of the Planning
Commission. Discussion followed.
870269
Summary of the Weld County Planning Commission Meeting
April 7, 1987
Page 3
The Chairman asked the secretary to poll the members of the Planning
Commission for their decision. Ivan Gosnell - yes; Lynn Brown - yes; Lydia
Dunbar - yes; LeAnn Reid - yes; Louis Rademacher - yes; Paulette
Weaver - yes; Ann Garrison - yes; Jack Holman - yes. Motion carried
unanimously.
CASE NUMBER: S-275:87:2
APPLICANT: Heritage Park Partnership
REQUEST: Subdivision Preliminary Plan
LEGAL DESCRIPTION: Part of the NW} of Section 17, T7N, R67W of the 6th
P.M. , Weld County, Colorado.
LOCATION: South of State Highway 14 and east of Weld County Road 15.
APPEARANCE:
Thomas Hellerich, Attorney at Law, Dinner, Hellerich, and Lazar, reviewed
background information concerning this request. In June of 1985, the zoning
of this property was changed to R-5. The site application for a sewage
treatment facility has been approved. The Weld County Utilities
Coordinating Committee has reviewed this request and recommends approval.
They have reviewed the staff's recommendations and have no objections to
them. They have met with the Windsor Planning Commission and they did not
object to this request. There will be 3.8 mobile home units per acre;
however the Zoning Ordinance does allow for 8 per acre. Therefore, the
number of units per acre will be much less dense than allowed by the
Ordinance.
Merle Johnson, the preliminary plat allows for two hundred and twelve mobile
home units as allowed for in the change of zone. The land slopes to the
southwest. The interior streets will all be paved and maintained by the
applicant. There will a maximum of three persons per unit. They have
received a Federal permit to move the wetlands and these will be cared for
in perpetuity. They will conform with the recommendations of the soil
conservation district.
Hal Walston, co-owner, reported they will have regular playground areas
maintained by the owners.
Donald Carlson, co-owner, reported there will be two playgrounds. In
addition, the stormwater retention pond and, which will never have water in
it except immediately after a storm will be used as a baseball diamond and
recreaticn area. There will also be a clubhouse and a swimming pool. The
density of the mobile homes is much less than any other park. They do not
expect children to run wild within the mobile home park.
070259
BEFORE THE WELD COUNTY, COLORADO PLANNING COMMISSION
RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS
Moved by Ann Garrison that the following resolution be introduced for
passage by the Weld County Planning Commission. Be it Resolved by the Weld
County Planning Commission that the application for:
NAME: ARA Devcon, Inc. , dba County View Care Center
ADDRESS: 5425 Weld County Road 32, Longmont, CO 80501
REQUEST: A recommendation for approval for a site application (wastewater
treatment facility)
LEGAL DESCRIPTION: Part of the SW} of Section 13, T3N, R68W of the 6th
P.M. , Weld County, Colorado
LOCATION: Approximately .75 miles west of Weld County Road 13 on the north
side of Weld County Road 32
be recommended favorably to the Board of County Commissioners for the
following reasons:
The proposed wastewater treatment facility will not adversely affect the
local water quality and will be designed with sufficient capacity to serve
the existing care facility.
This request is compatible with the Weld County Comprehensive Plan in that
this proposal will ensure that adequate sewer services will be available for
the care center.
The Planning Commission's recommendation is conditional upon the following:
1. Prior to any work being done on the wastewater treatment facility,
the applicant shall either move the structure to allow for the
proper setbacks from Weld County Road 32 or shall apply for and
receive a setback variance to conform with their plans.
Motion seconded by Louis Rademacher.
VOTE:
For Passage Against Passage
Ivan Gosnell
Lynn Brown
Lydia Dunbar
LeAnn Reid ()7
Louis Rademacher ��TT
Paulette Weaver
Ann Garrison
Jack Holman
870269
ARA Devcon, Inc.
dba Country View Care Center
Page 2
The Chairman declared the resolution passed and ordered that a certified
copy be forwarded with the file of this case to the Board of County
Commissioners for further proceedings.
CERTIFICATION OF COPY
I, Bobbie Good, Recording Secretary of the Weld County Planning Commission,
do hereby certify that the above and foregoing Resolution is a true copy of
the Resolution of the Planning Commission of Weld County, Colorado, adopted
on April 7, 1987, and recorded in Book No. XI of the proceedings of the said
Planning Commission.
Dated the 8th day of April, 1987.
Qr
Bobbie Good
Secretary
870263 0263
Date: April 7, 1987
NAME: ARA Devcon, Inc., dba County View Care Center
ADDRESS: 5425 Weld County Road 32, Longmont, CO 80501
REQUEST: A recommendation for approval for a site application (wastewater
treatment facility)
LEGAL DESCRIPTION: Part of the SW} of Section 13, T3N, R68W of the 6th
P.M. , Weld County, Colorado
LOCATION: Approximately .75 miles west of Weld County Road 13 on the north
side of Weld County Road 32
THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE
APPROVED FOR THE FOLLOWING REASONS:
The proposed wastewater treatment facility will not adversely affect the
local water quality and will be designed with sufficient capacity to serve
the existing care facility.
This request is compatible with the Weld County Comprehensive Plan in that
this proposal will ensure that adequate sewer services will be available for
the care center.
870269
LAND-USE APPLICATION
SUMMARY SHEET
NAME: ARA Devcon, Inc. , dba Country View Care Center
ADDRESS: 5425 Weld County Road 32, Longmont, CO 80501
REQUEST: A recommendation of approval for a site application (waste water
treatment facility) .
LEGAL DESCRIPTION: Part of the SWk of Section 13, T3N, R68W of Weld County,
Colorado.
LOCATION: Approximately .75 miles west of Weld County Road 13, on the north
side of Weld County Road 32.
SIZE OF PARCEL: 10 Acres ±
POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS:
The Colorado Department of Health, Water Quality Control commission's
regulations require that the applicant submit the site application to all
appropriate local government planning agencies, and state agencies for
review and comment prior to submission to the Colorado Department of
Health's District Engineer.
The regulations further state that if the proposed facility is located in
the unincorporated area of a county, the county planning agency should be
requested to comment upon the relationship of the treatment works to the
local long-range comprehensive plan for the area as it affects water quality
including the location in the flood plain and capacity to serve the planned
development. The county agency should also comment upon the relationship of
the treatment works to the comprehensive plan for the area as it affects
water quality for the proposed treatment works to be located within the
boundaries of a city or town.
The Weld County Engineering Department addressed some concerns with this
proposal. A copy of this referral response is included in this land use
summary.
The Department of Planning Services Staff has not received referral
responses from Larimer-Weld Regional Council of Governments or the State
Health Department.
6'70269
FIELD CHECK
FILING NUMBER: NONE DATE OF INSPECTION: March 30, 1987
NAME: ARA Devcon, Incorporated - dba Country View Care Center
REQUEST: Site Application
LEGAL DESCRIPTION: Part of the SE} of Section 13, T3N, R68W of the 6th
P.M. , Weld County, Colorado.
LOCATION: Approximately .75 miles west of Weld County Road 13 on the north
side of Weld County Road 32.
LAND USE: N Reservoir - Farm
E Pasture
S Farmfield - House (one-fourth mile southeast)
W Pasture - House
ZONING: N Agricultural
E Agricultural
S Agricultural
W Agricultural
COMMENTS:
The proposed waste treatment facility will be located on the north side of
Weld County Road 32 and west of the day care center. The property is in
grass pasture at this time.
By: ,7d/c2/S 6.g
KeiA. Schuett
Current Planner
870259
f ` DEPAF AENT OF PLANNING SERVICES
)1.YL_=? �� PHONE(303)356-4000 EXT. 4400
i
5'^ r �-_ 915 10th STREET
,..„ 3,,,,,..„ , „a GREELEY, COLORADO 20631
'1[
'a F;a
COLORADO •
March 2, 1987
TO WHOM IT MAY CONCERN:
Enclosed is an application from ARA Dev Con, Inc. , (Country View Care
Center) for a site application for a wastewater treatment facility. The
parcel of land is described as SW} of Section 13, T3N, R68W of the 6th P.M. ,
Weld County, Colorado. The location of the parcel of land for which this
application has been submitted is approximately .75 miles west of Weld
County Road 13 on the north side of Weld County Road 32.
This application is submitted to your office for review and recommendations.
Any comments or recommendations you consider relevant to this request would
be appreciated. Your prompt reply will help to facilitate the processing of
the proposal and will ensure prompt consideration of your recommendations.
Please reply by March 16, 1987, so that we may give full consideration to
your recommendation. Please call Keith Schuett if you have any questions
about this referral. Thank you for your help and cooperation in this
matter.
Check the appropriate boxes below and return to our address listed above.
1. x We have reviewed this request and find that the request
o does not (does/does not) comply with our Comprehensive Plan
for the following reasons. The Town's Comprehensive Plan
n —� doesn't extend pact the corporate limits of the Town. There
4 i PV are no complaints about this project
F I zc
+--' � 2. We do not have a Comprehensive Plan, but we feel this
77, co 'fl request (is/is not) compatible with the interests
co '-ti of our town for the following reasons:
o r
if I,
3. We have reviewed the proposal and find no conflicts with our
interests.
4. A formal recommendation is under consideration and will be
submitted to you prior to:
5. /f� Please refer to the enclosed letter.
Signed:0404a_404=_ � C Agency: (fin :179.a._.
Date: [/`3— / 8 —g f
870259
IaSc.t{" — w� \\33.J
DEPA, v1ENT OF PLANNING SERVICES
,r
r PHONE (3031 356-4000 EXT. 4400
315 10th STREET
s GREELEY,COLORADO 80631
V"-0
�n,triFiF'tII i �� R � CErIi/ E: D
3 H .4 i 7 )- SANITATION DIVISION
l a MAR 031987
COLORADO MD COUNTY HEALTH DEPT.
'larch 2, 1987
TO WHOM IT MAY CONCERN: .
Enclosed is an application from ARA Dev Con, Inc. , (Country View Care
Center) for a site application for a wastewater treatment facility. The
parcel of land is described as SW} of Section 13, T3N, R68W of the 6th P.M. ,
Weld County, Colorado. The location of the parcel of land for which this
application has been submitted is approximately . :5 miles west of Weld
County Road 13 cn the north side of Weld County Road 32.
This application is submitted to your office for review and recommendations.
Any comments or recommendations you consider relevant to this request would
be appreciated. Your prompt reply will help to facilitate the processing of
the proposal and will ensure prompt consideration of your recormiendations.
Please reply by March 16, 1987, so that we may give full consideration to
your recommendation. Please call Keith Schuett if you have any questions
about this referral. Thank you for your help and cooperation in this
matter.
Check the appropriate bores below and return to our address listed above.
1. We have reviewed this request and find that the request
(does/does not) comply with our Comprehensive Plan
for the following reasons.
2. We do not have a Comprehensive Plan, but we feel this
request . (is/is not) compatible with the interests
of our town for the following reasons:
3. / We have reviewed the proposal and find no conflicts with our
interests.
4. A formal recommendation is under consideration and will be
submitted to you prior to:
5. Pleaselrefer to the enclosed letter. �'J�—
Signed: OA ar� 1Agency: CO . Z-.� . ";C I �'J���.i�
Date: 3 4- C/7 1 \I ii R 6 1987
i
070269 Opinf Cu. PlnahiY outtnitSlOn
fsi `�T •. , iyi' c^A:1 t J`�:7 :9 94, il ..,
I l
Keith Schuett
CI., Far) Planning Department March 17, 1987
c 9�c' Drew L. Scheltinga, County Engineer
31/4:
COLORADO ---
ARA Dev Con, Inc. - Wastewater Facility Site Plan
Subject: --The Weld County Zoning Regulations under Section 31.5 of the bulk
requirements in the Ag Zone require a 20' setback to the dike and/or
pond. A 10' setback from right-of-way of CR 32 is indicated on the
plans.
There is an existing drainage swale through the middle of the site
over which ponds are indicated. The size of the drainage area, runoff
calculations and how the drainage will be handled around the pond
should be indicated.
DLS/bf
xc: Planning Referral File: ARA Dev Con, Inc.
n
t( 1
fi1AR 1 7 1987 I
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t �� a sew Cu. MhmnnF t;nTnus^.im.
.
-4-: DEPA. ?DENT OF PLANNING SERVICES
rot „ PHONE(303) 356-4000 EXT. 4400
. _ �c �;,_,.=� 915 10th STREET
�� `Y' GREELEY. COLORADO 80631
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COLOR
March 2, 1987
TO WHOM IT MAY CONCERN:
Enclosed is an application from ARA Dev Con, Inc. , (Country View Care
Center) for a site application for a wastewater treatment facility. The
parcel of land is described as SW} of Section 13, T3N, R68W of the 6th P.M. ,
Weld County, Colorado. The location of the parcel of land for which this
application has been submitted is approximately .75 miles west of Weld
County Road 13 an the north side of Weld County Road 32.
This application is submitted to your office for review and recommendations.
Any comments or recommendations you consider relevant to this request would
be appreciated. Your prompt reply will help to facilitate the processing of
the proposal and will ensure prompt consideration of your recommendations.
Please reply by March 16, 1987, so that we may give full consideration to
your recommendation. Please call Keith Schuett if you have any questions
about this referral. Thank you for your help and cooperation in this
matter.
Check the appropriate boxes below and return to our address listed above.
1. We have reviewed this request and find that the request
(does/does not) comply with our Comprehensive Plan
for the following reasons.
2. We do not have a Comprehensive Plan, but we feel this
request (is/is not) compatible with the interests
cf our town for the following reasons:
3. We have reviewed the proposal and find no conflicts with our
interests.
4. A formal recommendation is under consideration and will be
submitted to you prior to:
5.1--N 'N P`1eas1e,\refer to the enclosed
( (0
letter.
�
�,Signed ^°:C� . \(\)NA.N- Agency: \ ','.) v 1 f c '
\C(i„ r'
Date: ' 17 I P-r-1
70239
ARA DEV CON, INC.
COUNTRY VIEW CARE CENTER
WELD COUNTY, COLORADO
WASTEWATER TREATMENT FACILITY
Attachment to Site Application
FEBRUARY, 1987
PREPARED BY:
NELSON ENGINEERS
GREELEY, COLORADO
S70263
•
COLORADO DEPARTMENT OF HEALTH
Water Quality Control Division
4210 East 11th Avenue
Denver, Colorado 80220
APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OR EXPANSION OF:
A) DOMESTIC WASTEWATER TREATMENT WORKS (INCLUDING TREATMENT PLANTS,
OUTFALL SEWERS, AND LIFT STATIONS) OVER 2,000 CPD CAPACITY.
B) INTERCEPTORS (IF REQUIRED BY C.R.S. 25-8-702 (3))
APPLICANT: ARA• Dev Con Inc. dba Country View Care Center _
ADDRESS: 5425 Weld County Road 32, Longmont, Colorado 80502 PHONE: (303) 535-4491
Consulting Engineer's Name and Address: Nelson Engineers, 822 7th Street, Suite 520,
Greeley,. Colorado 80631 PHONE:(303) 356-6362
A. Summary of information regarding new sewage treatment plant:
1. Proposed Location: (Legal Description) 1/4, .SW 1/4, Section 13
Township 3N , Range 68W ,
Weld - County.
2. Type and capacity of treatment facility proposed: Processes Used Aerated Lagoon,
Evaporation Ponds with Chlorination
Hydraulic 12,000 Organic 24
gal/day lbs. BODS/day
Present PE. 120 Design PE 120 % Domestic 100 X Industrial_0
3. Location of facility:
Attach a map of the area which includes the following:
(a) 5-mile radius: all sewage treatment plants, lift stations, and domestic
water supply intakes.
Co) 1-mile radius: habitable buildings, location of potable water wells, and
an approximate indication of the topography.
4. Effluent disposal: Surface discharge to watercourse n/a
Subsurface disposal n/a Land n/a
Evaporation on-site ponds Other n/a
State water quality classification of receiving watercourse(s) n/a
Proposed Effluent Limitations developed in conjunction with Planning and Standards
Section, WQCD: BODq n/a mg/1 SS n/a mg/1 Fecal Coliform „/a /100 ml
Total Residual Chlorine n/a mg/1 Ammonia ,/a mg/1 Other „/_,
5. Will a State or Federal grant be sought to finance any portion of this project? N,
6. Present zoning of site area? Agriculture
Zoning with a 1-mile radius of site? PUD, Agriculture
7. What is the distance downstream from the discharge to the nearest domestic water
supply intake? n/a
[Name or Supply)
(Address of Supply)
What is the distance downstream from the discharge to the nearest other point of
civersion? n/a
(Name of User)
(Address of User)
WQCD-3 (Revised 8-83) 870269
8. Who has the responsibility for operating the proposed facility?
ARA Dev Con, Inc.
9. Who owns the land upon which the facility will be constructed?
ARA Dev Con, Inc.
(Please attach copies of the document creating authority in the applicant to
construct the proposed facility at this site.)
10: Estimated project cost: $85,320
Who is financially responsible for the construction and operation of the facility?
ARA Dev Con, Inc.
11. Names and addresses of all water and/or sanitation districts within 5 miles
downstream of proposed wastewater treatment facility site. Little Thompson
Water District, 307 Welch Avenue, Berthoud, Colorado
(Attach a separate sheet of paper iE necessary.)
12. Is the facility in a 100 year flood plain or other natural hazard area? No
If so, what precautions are being taken? n/a
Has the flood plain been designated by the Colorado Water Conservation Board,
Department of Natural Resources or other Agency? n/a
(Agency Name)
If so, what is that designation? n/a
13. Please include all additional factors that might help the Water Quality Control
Division make an informed decision on your application for site approval.
The existing failing septic system and leach fields will be abandon and
served by the proposed wastewater treatment plant upon completion and
start-up.
Lift station on site;lncluded in "Attachment to
B. Information regarding lift stations: Site Application".
1. The proposed lift station when fully developed will generate the following additional
load: Peak Hydraulic (MCD) P.E. to be served
2. Is the site located in a 100 year flood plain?
If yes, on a separate sheet of paper describe the protective measures to be taken.
3. Describe emergency system in case of station and/or power failure.
4. Name and address of facility providing treatment:
5. The proposed lift station when fully developed will increase the loading of the
treatment plant to X of hydraulic and % of organic capacity and
agrees to treat this wastewater? Yes Nn
(_reacment Agency)
Date Signature and Title
-2-
WQCD-3 (Revised 8-83) 070269
C. If the facility will be located on or adjacent to a site that is owned or managed by a
Federal or State agency, send the agency a copy of this application.
D. Recommendation of governmental authorities: •
Please address the following issues in your recommendation decision. Are the proposed
facilities consistent with the comprehensive plan and any other plans for the area,
including the 201 Facility Plan or 208 Water Quality Management Plan, as they affect water
quality? If you have any further comments or questions, please call 320-8333, Extension
5272.
Recommend Recommend No
Date Approval isapproval Comment Signature of Representative
1.
Management Agency
2.
Local Government: Cities or Towns (If
site is inside boundary or within three
miles) and Sanitation Districts.
3.
Board of County Commissioners
4.
Local Health Authority
5.
City/County Planning Authority
6.
Council of Governments/Regional Plannh::
7
State Geologist
(For lift stations, the signature of the State Geologist is not required. Applications for
treatment plants require all signatures.)
I certify that I am familiar with the requirements of the "Regulations for Site Applications
For Domestic Wastewater Treatment Works," and have posted the site in accordance with the
regulations. An engineering report, as described by the regulations, has been prepared and is
enclosed.
DATE 211.x}1,31 p.,�Q„_`. J�C Pauline Bonner
Signature of Applicant TYPED NAME
•
-3-
WQCD-3 (Revised 8-03) 670269
•
•
•
ATTACHMENT TO SITE APPLICATION
•
In accordance with C.R.S. 1981, 25-8-702 (2)(a), (b), and (c), and. the "Regulations for Site
Applications for Domestic Wastewater Treatment Works", the Water Quality Control Division must
determine that each site location is consistent with the longrange, comprehensive planning fo,
the area in which it is to be located, that the plant on the proposed site will be managed to
minimize the potential adverse impacts on water quality, and must encourage the consolidation
of wastewater treatment works whenever feasible.
In making this determinations the Division requires each applicant for a site approval for a
domestic wastewater treatment works to supply an engineering report describing the project ant
showing the applicant's capabilities to manage and operate the faility over the life of the
project to determine the potential adverse impacts on water quality. The report shall be
considered the culmination of the planning,process and as a minimum shall address the
following:
Service area definition including existing population and population projections,
flow/loading projections, and relationship to. other water and wastewater treatment plants
in the area.
Proposed effluent limitations as developed in coordination with the Planning and Standard,
Section Of the Division. (Allow minimum four weeks processing time.)
Analysis of existing facilities including performance of those facilities.
Analysis of treatment alternatives considered.
Good plain and natural hazard analysis.
Detailed description of selected alternatives including legal description of the site,
treatment system description, design capacities, and operational staffing needs.
Legal arrangements showing control of site for the project life.
. Institutional arrangements such as contract and/or covenant terms for all users which veil.
be finalized to accomplished acceptable waste treatment.
Management capabilities for controlling the wastewater throughout and treatment within th
capacity limitations of the proposed treatment works, i.e., user contracts, operating
agreements, pretreatment requirements.
Financial system which has been developed to provide for necessary capital and continued
operation, maintenance, and replacement through the life of the project. This would
include, for example, anticipated fee structure.
Implementation plan and schedule including estimated construction time and estimated
start-up date.
Depending on the proposed project, some of the above items may not be applicable to address.
In such cases, simply indicate on the application form the non applicability of those.
•
•
•
870259
-4-
WQCD-3 (Revised 8-83)
ARA DEV CON, INC.
COUNTRY VIEW CARE CENTER
WASTEWATER TREATMENT FACILITY
SITE APPLICATION
INDEX
Introduction and Overview 1
Engineering Report 2
Legal Aspects 10
Financial Analysis 11
Appendix A 13
870269
Introduction and Overview
General
This report has been prepared by Nelson Engineers for infor-
mational purposes to accompany the Colorado Department of Health
"Application for Site Approval" for the ARA Dev Con, Inc. , Country
View Care Center wastewater treatment facility. It has been pre-
pared to furnish all interested parties of the proposed District ;
Colorado Department of Health ; Larimer-Weld Regional Council of
Governments ; Weld County Commissioners; Health Department of Weld
County; Weld County Planning Department; Colorado State Geologist;
and all property owners within and in the vicinity of the Center
with pertinent information for the evaluation of the proposed waste-
water treatment facility and site. This report addresses the
preliminary design, regulations, and other related matters of the
treatment facility. The facility has been designed for complete
evaporation of the effluent on-site therefore no discharge will
occur.
Description of the Area
The area to be served is located in the Southwest Quarter (SW
1/4 ) of Section 13 , Township 3 North, Range 68 West in Weld County.
The site is three-quarters ( 3/4 ) of a mile west of Weld County Road
13 on the north side of Weld County Road 32 . Interstate Highway 25
is located one and one-quarter (1-1/4 ) mile west of the proposed
site. The Town of Mead is approximately three ( 3 ) miles to the
northwest. (See Exhibit No. 1 )
There is a privately owned and operated wastewater collection
and treatment system serving the Center. It consists of septic
tanks and leach fields. The soil conditions found on site are in-
adequate for the existing leaching system as constructed . The
septic tanks are presently being pumped on a weekly basis, which
is not economical or a feasible solution to the problem of sewage
treatment and disposal.
The topography of the site slopes predominantly to the north,
towards Lake Thomas (also known as Callahan Reservoir) . This reser-
voir is owned and operated by Public Service Company of Colorado
to provide water in an augmentation plan for the St. Vrain Power
Plant.
670269
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Engineering Report
General
The Country View Care Center and facilities encompasses 10. 0
acres more or less. The only contributor to the wastewater col-
lection and treatment system will be the Center.
The legal description of the site is provided . (See Appendix
A, Exhibit No. 3 )
The site is located outside the Flood Hazard, Airport, and
Geologic Hazard Overlay Districts as designated by Weld County.
Three domestic water wells are located within one mile of the
proposed wastewater treatment facility as listed on the master
extract list for Division 1, Ground Water Section of the State' s
Divison of Water Resources. (See Appendix A, Exhibit No. 4 ) The
domestic water wells should not be affected since they are all
located in a different drainageway than the proposed facility.
(See Exhibit No. 2 )
The existing wastewater service entities within five miles of
the Center are: Mead Sanitation District and the St. Vrain
Sanitation District. The Center is located approximately three
(3 ) miles and three and one-half ( 3-1/2 ) miles from each treatment
plant, respectively. Country View Care Center is in a drainage
basin which is not tributary to either sanitation district. As a
result, extensive pumping, using lift stations and force mains for
long distances is required . Such added costs of facilities makes
connection with either sanitation district infeasible. The cost
to connect to these districts is provided later in this report.
The proposed wastewater treatment plant is designed to be
operated as an evaporative system. There are no plans of water re-
use on site or discharging the effluent.
Design Criteria
Population Projection - The Center has the capability to house
87 residents with a maximum staff of 30 on site during any one shift.
ARA Dev Con, Inc. , has no plans to increase the facility at Country
View Care Center, nor are there any plans to incorporate any addi-
tional sewage from any other facility. The treatment facility is
designed as if 120 people reside at the Center.
Design-Period - In the planning of improvements, it is neces-
sary to design for some future estimated population . The time in
which this population is reached is termed the "design period" . In
most instances , wastewater treatment facilities are designed for a
future period of 20 years. However, regardless of the design period
chosen, facilities must be designed to function efficiently at both
the present and future estimated populations.
2 070269
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In the case of the Center the population is expected to re-
main constant.
Wastewater Characteristics - The characteristics of the
Center' s waste being discharged is believed to be normal domestic
sewage, including laundry and food waste usually associated with a
24 hour per day live-in institutional facility.
The Colorado Department of Health recommends, for design pur-
poses, that an average individual flow contribution of 100 gallons
per capita per day (gpcd ) be used to determine the quantity of waste-
water generated . The treatment facility is designed using 12, 000
gallons per day hydraulic flow capacity.
The composition, as well as flow, of domestic wastewater
varies from area to area and with the time of day. The two most
common measures of the "strength" of wastewater are Biochemical
Oxygen Demand (BOD) and Total Suspended Solids (TSS) . The deter-
mination and monitoring of other characteristics such as chemical
oxygen demand , temperature, color, pH, dissolved oxygen, fecal
conforms and ammonia may be warranted by a particular situation.
For design purposes, the following values have been utilized as
domestic wastewater strengths:
BOD - 0 . 20 pounds per capita per day (ppcd )
TSS - 0 . 20 ppcd
Such an organic load results in 24 pounds of BOD and TSS per day.
Geotechnical Information
The major portion of the site is overlain by silty clay more
specifically, Wiley-Colby Complex as identified by the United States
Department of Agriculture, Soil Conservation Service (SCS ) . The SCS
classifies the soil as generally percolating slowly with permeability
rates ranging in the vicinity of 0. 6 to 2. 0 inches per hour, ground
water table generally found at depths greater than six (6 ) feet,
and bedrock depth found in excess of sixty (60 ) feet. (See Appendix
A, Exhibit No. 5 )
The general information provided by the SCS has been confirmed
by percolation tests conducted in the field by Weld County Health
Department, Environmental Health Services on December 17, 1985 .
The percolation tests were performed in the northeast corner of the
site, near the existing septic system.
Free groundwater was encountered at the depth of eight (8 )
feet below the surface, approximately at the location of the
proposed lift station. Due to the lift station being located at
the lowest elevation on site, ground water is not anticipated to
be a problem during construction or during operation of the
facility.
870269
3
The use of pond liners in the evaporation ponds are not an-
ticipated due to the soil conditions encountered as evident by the
failure of the existing leaching system. The aeration basin will
require a liner consisting of a bentonite-soil mixture. Two pounds
of bentonite per square foot has been recommended by a geotechnical
engineer with Empire Laboratories, Inc. The liner will be required
to meet the Colorado Department of Health permeability standards
determined for aerated lagoons.
Treatment Alternatives
Various alternatives were evaluated for providing treatment
to the wastewater generated by Country View Care Center. The
basic objectives which have been established for this project are
as follows:
1. Provide adequate treatment in accordance with reasonable
environmental considerations.
2. A reasonable first cost and low operating cost.
3 . Ease of maintenance.
4. A permanent type of solution .
5. Operator and owner safety and acceptability.
6. Built-in versatility.
Two on-site systems were studied : A package plant using the
extended aeration process; and an aerated lagoon followed by evapora-
tion ponds. Each alternative would include chlorination facilities
and will provide an acceptable treatment.
The first alternative, a package plant, was rejected for the
following reasons:
1. Treatment process is more sensitive to operating problems
and variations of influent loadings.
2 . Requires addtional operator attention.
3 . Operating costs are higher than ponding and evaporation.
4. The Colorado Department of Health has concluded that pack-
age plants, in general, have a less than satisfactory
track record in Colorado.
5 . There is no readily available discharge point for the
treated effluent.
Also evaluated during the alternative treatment analysis was
the possibility of connecting to the Mead Sanitation District or
the St. Vrain Sanitation District. The estimated cost is $226,000
and $143 ,200 , respectively. The operation costs of these alterna-
4 670269
tives would be greater than the cost of operating an on-site aerated
lagoon/evaporation ponds system. The estimated costs for each alter-
native were determined as follows:
Mead Sanitation District Connecting Cost
2" PVC Installed (17 , 500 if @ $2. 00 ) S 35,000
I-25 Crossing 75 , 000
Road Crossing 1, 500
Grinder Pump Installed 20, 000
Electrical Equipment 3, 000
Clean Outs, Relief Valves, Etc. 8, 000
Engineering, Surveying Easements, and Miscellaneous ( 20% ) 28 , 500
Subtotal 171, 000
District Plant Investment Fee (Estimated ) 30, 000
Additional Temporary Leaching Capacity 25, 000
Total 5226 , 000
St. Vrain Sanitation District Connecting Cost
2" PVC Installed (19, 000 l.f. @ $2.00 ) $ 38, 000
3 Road Crossings @ $1, 500 each 4 , 500
Grinder Pump Installed 20,000
Electrical Equipment 3 , 000
Clean Outs , Relief Valves , Etc. 8 , 000
Engineering Easements, and Miscellaneous (20% ) 14,700
Subtotal 88 , 200
District Plant Investment Fee (Estimated ) 30 , 000
Additional Temporary Leaching Capacity 25 ,000
Total $143, 200
Connecting to either sanitation district is not feasible,
therefore these alternatives were rejected .
The aerated lagoon and evaporation ponds as proposed in this
report meet the needs of the Center and provides an envoironmentally
sound treatment and disposal system. The system will operate satis-
factorily below its estimated design capacity. Also, this type of
treatment facility offers simplicity of operation, lower operation
and maintenance costs, and reliability and can be accommodated en-
tirely on the presently owned land of the applicant.
Treatment Plant
The evaporation pond system was choosen based upon cost, con-
struction schedule, the ease of operation and the ability to meet
the needs of the Center. The evaporation pond system will include
5 870269
an aeration basin, lift station, evaporation ponds , and chlorination
facility. (See separate sheets, Exhibit No. 7 )
The facility consists simply of collecting all sewage into an
outlet that discharges to a common wet well. This wet well will
be fitted with submersible grinder pumps that in turn will force
the raw sewage into the aeration basin. In the aeration basin, air
will be induced into the sewage utilizing a submersible aerator
for the required time to provide the necessary treatment. The
effluent from the aeration basin will then flow by gravity into a
chlorine contact chamber where the sewage will be held in contact
with chlorine for sufficient time. After chlorination , the effluent
will be pumped into evaporation pond number one. Evaporation pond
number one when full will overflow into number two and number two
when full will overflow into pond number three.
Lift Station - The lift station will consist of a 48 inch dia-
meter concrete wet well containing two (2 ) , two horsepower grinder
pumps. Each pump will be capable of delivering 20 gallons per
minute against a total head of thirty (30 ) feet.
A four (4 ) inch overflow pipe will extend from the wet well
to an existing septic tank. The overflow pipe will prevent the
wet well from overtopping during a power outage.
Aerated Pond - The aerated pond is designed to provide enough
detention time and oxygen mixture to reduce the BOD, fecal coli-
forms, and total ammonia to meet the requirements as established
by the Colorado Department of Health. Complete mixing will occur
in the aerated pond .
The aerated pond will have a depth of eight (8 ) feet to pro-
vide a detention time of 25 days at a capacity of 40 , 100 cubic feet
(0 . 92 ac. ft. ) . The aerated pond will have one (1 ) , two horsepower
submerged aerator to provide oxygen to oxidize (stabilize) the
organic matter as well as provide the necessary mixing.
A berm width of eight ( 8 ) feet, side slopes of 3 :1 and a two
(2 ) foot freeboard are proposed for proper maintenance of both the
aerated lagoon and evaporation ponds. The bottom of the aerated
pond will be sealed with a bentonite-soil mixture to meet the
Colorado Department of Health permeability standards determined for
aerated lagoons.
Evaporation Ponds - Three evaporation ponds containing a total
of 141, 400 square feet of surface area, are designed to work in
series. face area . The ponds will provide 264 days storage with
no evaporation. The design is based on 45 inches per year of net
evaporation at this site.
Should at any time it be necessary to freshen the water in
any of the evaporation ponds, gravity recirculation is provided to
6 870269
the aeration basin. Additional control of water quality in the
evaporation ponds can be provided by adding a copper sulfate solu-
tion to the water.
Chlorine Contact Basin - The chlorine contact basin will pro-
vide a minimum detention time of 30 minutes at a chlorine dosage
of five (5 ) mg/1 at peak hourly flow.
The 500 gallon chlorine contact basin is capable of treating
an effluent capacity of 14 , 000 gallons per day. The chlorine shall
be provided in the form of tablets, allowing less maintenance and
greater safety.
Control Building - The control building will house the piping
controls from the lift station and to the aeration basin, as well
as, the controls to recirculate the evaporation ponds back through
the aeration basin should more air be required . The chlorine con-
tact basin and the effluent pumps will also be located in the
control building.
Effluent Lift Station - The effluent lift station will con-
sist of a 48 inch diameter, high density PVC wet well containing
two (2 ) , one-half horsepower submersible sewage pumps. Each pump
will be capable of providing 20 gallons per minute against a total
head of. twenty-four (24 ) feet.
An overflow pipe will extend from the wet well to an emergency
overflow pond to prevent the wet well from overtopping during a
power outage.
Collection System - The collection system will tie the
existing system into the lift station containing the grinder pumps.
The existing septic tanks and leach fields will be abondoned, ex-
cept the one tank used as an overflow from the wet well, upon com-
pletion and start-up of the new sewage facility. The collection
system will be constructed to meet the regulations of Weld County
and the State of Colorado.
Safety Features
The proposed plant was designed to ensure the safety of the
people in the area even if a power failure should occur. As pre-
viously mentioned , means to prevent the overflow of both wet wells
have been provided. Both lift stations have been designed with a
high water warning light that will be visible from the Center. The
effluent in the evaporation ponds can be recirculated through the
aerated pond should they need more air.
The wastewater treatment plant and the employees will be sub-
ject to all safety measures as required by the Department of Health
and the Occupational Safety and Health Administration (OSHA) .
8'70209
Operation and Maintenance (0 & M)
The evaporation ponds as proposed are relataively simple to
operate. The major items for the operator to monitor for satis-
factory treatment are: 1) insure normal functioning of the lift
station; 2 ) insure normal functioning of submerged aerator; 3 ) pro-
vide adequate chlorination; and , 4 ) provide periodic testing of
water quality parameters to ensure proper performance.
Regarding the maintenance of the wastewater treatement plant,
regular daily inspections will be made to check each of the fol-
lowing areas :
1. Shallow rooted , perennial grasses may be planted on the
dikes to within one ( 1 ) foot of the normal water surface
elevation. Grass should be mowed on a regular basis
during warm weather.
2. Trees and shrubs will not be allowed to grow on the dikes
of the ponds.
3 . Animal burrow damage in the dikes.
4. Bank erosion.
5. Proper operation of mechanical equipment.
In addition to daily maintenance, the on-going duties will
include keeping the collection lines clean and freeflowing, main-
taining records on mechanical equipment which detail names of manu-
facturer and supplier, specifications, nature and frequency of main-
tenance, and record keeping and reporting to the Center' s director
on treatment plant performance.
The proposed facilities of the Center will require one person
on a part time basis for the daily operation and maintenance. A
second person will occasionally be needed for jobs which, for
safety or physical reasons, cannot be handled by one person. Main-
tenance and operation will be handled by the staff presently em-
ployed at the Center.
It is anticipated that the Center will contract with the Weld
County Health Department to sample and test the treated wastewater.
Implementation Plan
The wastewater treatment improvements proposed for the Center
are planned to be constructed during the Spring of 1987 . The final
plans and specifications have been completed , bids have been re-
ceived, and award of the contract is pending the approval of the
site by the State and County.
870259
8
The wastewater treatment improvements will replace the existing
failing septic system. The timely approval of the site, allowing
construction of the proposed facility, is in the best interest of
the residents in the area, the residents in Weld County and the
people of the State of Colorado.
870269
9
Legal Aspects
Land and Easements
Country View Care Center and the land on which the Center re-
sides is owned and controlled by ARA Dev Con, Inc. , the managing
firm for the center. (See Appendix A, Exhibit No. 6 )
The treatment facility is designed to be installed solely on
property of the Center, therefore no easements will be required.
The facility will not require a discharge permit since no effluent
will be emitted off site.
870269
10
Financial Analysis
General
The construction, operation and maintenance of the waste-
water treatment plant will be paid in full on a cash basis by ARA
Dev Con. , Inc. , a duly constituted corporation doing business in
the State of Colorado. The construction of the plant is considered
as a necessity to insure the operation of the Country View Care
Center.
Cost Estimates
The following cost estimates are based on current construction
bid prices for comparable work in this area. These estimates in-
clude costs of major portions of the work and the conditions which
might affect the final cost of the work. Engineering design, con-
struction observation, legal , fiscal and contingency items are in-
cluded as 20% of the estimated construction cost.
Construction costs in this general area have continued to rise
during the past several years , due to various conditions , such as
impending growth and general increases of costs. The construction
costs shown are based on 1986 prices. The annual increase is im-
possible to predict, but based on the past performance, the increase
will probably range between 3 . 5% and 10% annually.
Although these estimates represent the best information avail-
able, there is no guarantee of the actual costs to be incurred .
There may be unforeseen factors that can substantially affect the
final costs of construction. Every effort will be made to accom-
plish a final project commensurate with the financial program that
is adopted as a result of this report and subsequent studies.
Cost Estimate
Wastewater Treatment Improvements
Item
No. Description Quality Unit Unit Cost Amount
1 . Earthwork 18 , 000 c.y. S 1. 50 27 , 000
2 . Aeration Equipment 1 each 9, 000 . 00 9 , 000
Installed
3. Pumping Station 1 each 10 , 500 . 00 10 , 500
Installed
4. Chlorination Unit 1 each 3 , 500.00 3, 500
Installed
870269
11
I
5. Electrical Equipment 1 1.s. 4 ,000.00 4 , 000
6. 2" PVC Piping 1, 500 l.f. 5. 00 7, 500
7 . Pond Connections 3 each 800. 00 2 , 400
(Valves, fittings, etc. )
8. Transfer Pump Unit 1 each 1,200. 00 1, 200
9 . Seeding 2 A. 1,000. 00 2, 000
10. Miscellaneous Items 1 l .s. 4 ,000. 00 4,000
(Connect to existing, etc. )
Subtotal 71, 100
20% Engineering, miscellaneous and unforeseen items. 14 ,220
Total $85, 320
Say $85, 000
870269
12
APPENDIX A
Treatment Site Legal Description Exhibit No. 3
State Ground Water Section, Master Extract List Exhibit No. 4
Soil Conservation Service Information Exhibit No. 5
Deed to Site Exhibit No. 6
070269
13
ARA DEVCON, INC. - COUNTRY VIEW CARE CENTER
WASTEWATER TREATMENT FACILITY SITE
LEGAL DESCRIPTION
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER (SW 1/4 ) OF
SECTION 13, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL
MERIDIAN, WELD COUNTY, COLORADO; BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SOUTHWEST
QUARTER OF SECTION 13 BEARS EAST, A DISTANCE OF 166 .20 FEET; THENCE
NORTH, AT A RIGHT ANGLE TO SAID SOUTH LINE, A DISTANCE OF 30 . 00
FEET TO THE TRUE POINT OF BEGINNING;
THENCE WEST PARALLEL TO SAID SOUTH LINE OF SAID SOUTHWEST
QUARTER A DISTANCE OF 1360 . 35 FEET;
THENCE NORTH, A DISTANCE OF 327 . 11 FEET;
THENCE EAST, PARALLEL TO SAID SOUTH LINE, A DISTANCE OF 430 . 04
FEET;
THENCE SOUTH 63°00 ' EAST, A DISTANCE OF 232.90 FEET;
THENCE NORTH 78°00 ' EAST, A DISTANCE OF 340. 40 FEET;
THENCE NORTH, A DISTANCE OF 64 . 10 FEET;
THENCE NORTH 88°00 ' EAST, A DISTANCE OF 146.00 FEET;
THENCE NORTH 68°00 ' EAST, A DISTANCE OF 263. 00 FEET;
THENCE SOUTH, A DISTANCE OF 459. 90 ' , TO THE TRUE POINT OF
BEGINNING.
EXCEPTING THEREFROM THAT PORTION AS CONVEYED TO THE CALLAHAN
RESERVOIR AND IRRIGATION COMPANY BY DEED DATED DECEMBER 30 , 1937
AND RECORDED FEBRUARY 4 , 1938 IN BOOK 1021 AT PAGE 600 , AS
RECEPTION NO. 782723 , WELD COUNTY RECORDS.
SAID TRACT CONTAINS 10 . 00 ACRES, MORE OR LESS AND IS SUBJECT
TO ANY RIGHTS-OF-WAY OF OTHER EASTMENTS AS GRANTED OR RESERVED BY
INSTRUMENTS OF RECORD OR AS NOW EXISTING ON SAID TRACT.
870269
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SOIL CONSERVATION SERVICE
SON LEGEND
SYMBOL NAME SYMBOL NAME
Altvan loam.0 to I percent slopes 44 Olney loamy sand.I l0 3 percent slopes
Altvan loam, I to 3 percent slopes 45 Olney loamy sand.3 to 5 percent slopes
Aquolls and Aquenls.gravelly substratum 46 Olney line sandy loam.0 to I percent slopes
Aquolls and Aquepls,flooded 47 Olney line sandy loam.1 to 3 percent slopes
Ascalon sandy loam.I to 3 percent slopes 48 Olney line sandy loam.3 to 5 percent slopes
Ascalon sandy loam.3 to 5 percent slopes 49 Osgood sand.0 to 3 percent slopes
Ascalon sandy loam.5 to 9 percent slopes 50 Otero sandy loam.0 to 1 percent slopes
Ascalon loans,0 to I percent slopes 51 . Otero sandy loam.I to 3 percent slopes
Ascalon loam. 1 to 3 percent slopes 52 Otero sandy loam.3 lo 5 percent slopes
53 Otero sandy loam.510 9 percent slopes
0 Bankard sandy loam.0 to 3 percent slopes
I Presser sandy loam.0 to I percent slopes 54 Paoli loam.0 to t percent slopes
2 Presser sandy loam. 1 t0 3 percent slopes 55 Paoli loam.1 10 3 percent slopes
3 Cascara gravelly sandy loam.5 to 20 percent slopes 56 Renohill clay loam.0 to 3 percent slopes
4 Colby loam,010 1 percent slopes 57 Renohill clay loam.3 to 9 percent slopes
5 Colby loam.1 to 3 percent slopes
6 Colby loam.3 to 5 percent slopes 58 Shingle loam.I l0 3 percent slopes
7 Colby loam.5 to 9 percent slopes 59 Shingle loam.3 to 9 percent slopes
8 Colby.Adena foams.3 10 9 percent slopes 60 Shingle-Renohill complex.3 to 9 percent slopes
9 Colombo clay loam.0 to 1 percent slopes
0 Colombo clay loam.1 to 3 percent slopes 61 Tassel line sandy loam.5 to 20 percent slopes
62 Terry line sandy loan,.0 to 3 percent slopes
1 Dacono clay loam.0 to 1 percent slopes 63 Terry line sandy loam.3 to 9 percent slopes
2 Oacono clay loam.1 to 3 percent slopes 64 Thedelund loam.1 l0 3 percent slopes
65 Thedalund loam.3 10 9 percent slopes
3 Fort Collins loam.0 to 1 percent slopes
4 Fort Collins loam.1 to 3 percent slopes 66 Ulm clay loam.0 to 3 percent slopes
67 Ulm clay loam,3 to 5 percent slopes
5 Haverson loam.0 to 1 percent slopes 68 Ustic Tornorthents.moderately sleep
6 Haverson loam.I to 3 percent slopes
7 Heldl silty clay. 1 to 3 percent slopes 69 Valent sand,0 10 3 percent slopes
8 Heidi silty clay.3 to 5 percent slopes 70 Valent sand.3 to 9 percent slopes
71 ValenDloup complex.010 9 percent slopes
9 Julesburg sandy loam.0 to 1 percent slopes 72 Vona loamy sand.0 to 3 percent slopes
0 Julesburg sandy loam. 1 to 3 percent slopes 73 Vona loamy sand.3 to 5 percent slopes
74 Vona loamy sand.5 to 9 percent slopes
I Kim loam.0 to 1 percent slopes 75 Vona sandy loam.010 I percent slopes
2 Kim loam,1 to 3 percent slopes 76 Vona sandy loam.1 to 3 percent slopes
3 Kim loam.3 to 5 percent slopes 77 Vona sandy loans.3 to 5 percent slopes
4 Kim loam.5 to 9 percent slopes
78 Weld loam,O l0 1 percent slopes
5 Loup-Doer loamy sands.0 to 3 percent slopes 79 Weld loam. I to 3 percent slopes
80 Weld loans,3 to 5 percent slopes
6 Midway-Shingle complex.5 l0 20 percent slopes 81 Wiley-Colby complex.0 to I percent slopes
8? Wiley-Colby complex. I to 3 percent slopes
7 Nelson tine sandy loam.010 3 percent slopes 83 Wiley-Colby complex.3 to 5 percent slopes
.8 Nelson line sandy loam.3 to 9 percent slopes
9 Nunn loam,0 to I percent slopes
40 Nunn loam. I to 3 percent slopes
41 Nunn Clay loam.0 to I percent slopes
42 Nunn clay loam, 1 l0 3 percent slopes
43 Nunn loamy sandy.0 to I percent slopes
•
870269
EXHIBIT NO. 5
WELD COUNTY, COLORADO, SOUTHERN PART 107
TABLE 7.--SANITARY FACILITIES--Continued
Soil name and Septic tank Sewage lagoon Trench
Area Daily cover
map symbol absorption areas sanitary sanitary for landfill
fields landfill landfill
71": Poor:
Severe: Severe: Severe: Severe:
Loup wetness, - wetness, wetness, wetness.
wetness,
floods. seepage, seepage, seepage,
floods. floods. floods.
72, 73 Slight Severe: Slight Slight Good.
Vona seepage.
74 Slight Severe: Slight Slight Good.
Vona seepage,
slope.
75, 76, 77 Slight Severe: Slight Slight Good.
Vona seepage.
78 Moderate: Moderate: Slight Slight Good.
Weld percs slowly. seepage.
79, 80
Moderate: Moderate: Slight Slight Good.
Weld percs slowly. slope,
seepage.
81";
Wiley Moderate: Moderate: Slight Slight Fr:aair clayey.
percs slowly. seepage.
Colby Slight ,Moderate: Slight Slight Good.
seepage.
82', 83": Fair:
Wiley Moderate: :Moderate: Slight Slight too r clayey.
percs slowly. I seepage,
slope.
Colby Slight ;Moderate: Slight Slight :Good.
seepage.
" See map unit description for the composition and behavior of the map unit.
870269
EXHIBIT NO. 5
WELD COUNTY, COLORADO, SOUTHERN PART
131
TABLE 13.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued
Risk of corrosion Erosion Wind
_ factors erodi-
Smap name and Depth; Permea- Available; Soil Salinity S swell Uncoated Concrete —' bility
hrink
map symbol bility bility water ;reaction potential steel K T group
capacity P
In In/hr In/in Eli Mmhos/cm
60":
Renohill 0-9 0.2-0.6 0.17-0.21 6.6-7.8 <2 Moderate High Low 0.37- 3
9-32 0.06-0.2 0.14-0.16 6.6-8.4 <2 High High Low 0.32
32 ---
__ ---
61 0-11 2.0-6.0 0.16-0.18 7.4-8.4 <2 Low High Low 0.24 1 3
Tassel 11 ---
62, 63 0-6 2.0-6.0 0.13-0.15 7.0-7.8 <2 Low Moderate Low 0.20 2 3
Terry 6-18 2.0-6.0 0.13-0.15 7.0-7.8 <2 ,Low Moderate Low 0.20
18-37 2.0-6.0 0.13-0.15 7.9-8.4 <2 ILow High Low 0.20
37 ---
64, --- ---
65 0-8 0.6-2.0 0.16-0.18 7.9-8.4 <2 ILow High Low 0.32 2 4L
Thedalund 8-25 0.6_2.0 0.16_0.18 7.9_8.4 -<2 ;Low High Low 0.32 25 66, 67 0-5 0.6-2.0 0.16-0.18 6.6-7.8 --- ILow High Low 0.32 5 6
Ulm 5-19 0.06-0.2 0.19-0.21 7.4-8.4 <2 ;High High Low 0.37
19-60 0.6-2.0 0.19-0.21 7.9-8.4 <2 ;Moderate High Low 0.37
68* 0-60
Ustic
Torriorthents
69, 70 0-8 6.0-20 0.07-0.12 6.6-7.3 --- Low Low Low 0.10 5 1
Valent 8-60; 6.0-20 0.05-0.10 6.6-7.8 <2 Low Low Low 0.10
71": Low Low Low 0.10 5 1
Valent 0-8 6.0-20 0.07-0.12 6.6-7.3 ---
8-60 6.0-20 0.05-0.10 6.6-7.8 <2 Low Low Low 0.10
Loup 0-16 6.0-20 0.10-0.14 6.6-8.4 <2 Low High Low 0.17 5 2
16-60 6.0-20 0.06-0.08 7.4-8.4 <2 Low High Low 0.17
72, 73, 74 0-6 6.0-20 0.09-0.11 6.6-7.3 --- .Low Low Low 0.10 5 2
Vona 6-28 2.0-6.0 0.12-0.14 6.6-8.4 <4 ;Low High Low 0.10
28-60 6.0-20 0.08-0.11 7.4-8.4 <4 ;Low High Low 0.10
75, 76, 77 0-6 2.0-6.0 0.11-0.13 6.6-7.3 --- :Low Low Low 0.10 5 3
Vona 6-28 2.0-6.0 0.12-0.14 6.6-8.4 <4 ;Low High Low 0.10
28-60 6.0-20 0.08-0.11 7.4-8.4 <4 ;Low High Low 0.10
78, 79, 80 0-8 0.6-2.0 0.16-0.21 6.6-7.3 <2 ILow Low Low 0.32 5 6
Weld 8-15 0.06-0.2 0.19-0.21 6.6-7.8 <2 ;High Moderate Low 0.28
15-60 0.6-2.0 0.16-0.21 7.4-8.4 <2 ;Low High Low 0.28
81*, 82* , 83":
Wiley 0-11 0.6-2.0 0.19-0.21 7.4-7.8 <2 ;Low High Low 0.37 5 4L
11-60 0.6-2.0 0.19-0.21 7.9-8.4 <2 ;Moderate High Low 0.37
Colby
0-7 0.6-2.0 0.20-0.24 6.6-8.4 <2 ILow Moderate Low 0.37 5 4L
7-60 0.6-2.0 0.17-0.22 7.4-8.4 <2 ;Lou Moderate Low 0.37
" See map unit description for the composition and behavior of the map unit.
' 870269
EXHIBIT NO. 5
134 SOIL SURVEY
TABLE 14.--SOIL AND WATER FEATURES--Continued
Flooding High water table Bedrock_
Soil name and Hydro- Potential
map symbol logic Frequency Duration Months Depth Kind Months Depth Hard- frost
group ness action
Ft IT-T
78, 79, 80 C None --- --- >6.0 --- --_ >60 --- Moderate.
Weld
81', 82', 83*:
Wiley B None --- --- >6.0 --- _-- >60 --- Low.
Colby B None --- --- >6.0 --- --- >60 --- Low.
* See map unit description for the composition and behavior of the map unit.
870259
EXHIBIT NO. 5
i [ Rwr B 1032 REC 01969367 06/05/84 13:00 ,+6.00 /002
AR3969367 F ]q87 MARY ANN FEUERSTEIN CLERK 4 RECORDER WELD CO. CO_.. Ruq.... •
ti RECORDER'S STAMP
II THIS DEED Made this le[ 'Jaya June
IiIR R4.b.tweel.Mead Inveatmcnt Company, a Colorado General
:.Parnterahip ed the • Iy,_�
City and Countye( Denver and State dCds 3'tS DOna..arl
1 orporat ova fosse!.wit ARA Dayton, Inc., a Florida QpM1M1�jz�
Corporation set.et for ids end $
nOUn[under and b)virtue of lhelv.oft h..5tae n! Florida
of 1M aean,4 part:who..legal add c/o George Hargrove,
11350 North Meridian, Suite 200, Carmel, Indiana 46032 Ifl
WITNERRETN,That l be.aid part y of the tint part.fur anti m console at risen of the !
ONE MILLION PORTY—POUR THOUSAND AND NO/100 ($1,044,900.001 3,M.LAR5
to the uidpul y of the(v.l port in hand paill y the cod part)of the second Par Lthe rer•pt?theme(is
hereby conies sod andacknowledged.hasmariled,!•.rgaineb,mid and cense"rd.and by them present•der as
ts grant.bargain.sell.donate,and rvrn(um.unto l heard party gal the orrn4part.n. ...ad nor..fo,. r
all at he folio wing A.rr,Md Ml or pa reel of land.nluat.,lY intand 1. [n IM
Cauca u( Weld anA.Vl ale r.l l'•.1•.r.Ar.,l...rl:
SEE EXHIBIT "A" ATTACHED HERETO AND BY THIS REFERENCE.
INCORPORATED HEREIN.
oho Yna.nurb..I•rid number 5425 v d• rid eld County Road 32. Need, Colorado
TOGETHER'nth lined 'aorta. Om hand Lm.m. and tipper lenanee,lMreunte belonging•n M a eye..
apperYrmnL andlM nrennn and n,ern•.n..nm.m.Lr anal em.rnA•n,vm.,r...,.•and pr•.Ll.th.re..r and all
tga mime,rirht.tnL.Inter.nt,.larmnM d.m.n..hal.....r el t la•••4 pall y of t h.font part.ra her inbr..r '.i.
,quay of,n and ta the aLore Larrun.4 I•rr mi.-.,with the h.r.Aaament•and await rdn.v..
TO HAVE AND TO HOLD t M.ard pr.m.e.al...e tar run.Asndd.scribed.with l heat
VY•rrl.n of
itn.he lulu par.aril
•
party eif its 'mgt.go and.4. ,..h.ner.Amin..mitt pan y MtN Ora pntbr
it lett, its Mi. u1...,.nA,Amima♦ ..r.,A•. ea e•... ac.,,,•••,L.r am.n.larree iMwah
IM tail party el the second put.seta. re•was and••ors.,that sI the tam.•.r tn.enrdinr aM...limy el
lherramdmIa, it fe ..Il..rvanllM .a
- preoth root
nitre.N,r...fr..d4lawful
w l homy
aM
rnb4ur4M finMntano,m6w,I l..nmple,.nd ha r•.d nahL lull Y•wr,and l../ulam Mny to
b.rPrn,sell and...men the same m .rid barn a.l•ne.a.dand ihat Ibe tameslIn-..In-.andMead fre.a all
termer and ether grant.,bargain.,flan,lane.t...........m.nl.and into rol.r.n.....t.horn, d u,n\m .Ivr.
'^e`er• except 1984 real estate talcs, which by reason of adjustment, the party
of the second part hereby easu.ea and agrees to pay, and except easements,
vet ervations, covenants, rest r lc l ions and r light s-of-may of record, If any
•. .nit the.La.e b..nrnrd premise.in ih.gear.!.nn I-r.rrd p......r..n..r rise ...n praise.1 tn.rr..nn p.a.Ha
'urgent.and assign,,against an ana nee)per...a..,p.r...n.L.rwii),I. •.r h•rinm the who'.er anY pail
lheral.the aaW put y silly font port.hill anal will WARRANT ANTI IONEVER I.El EN It
IN WITNEMn"VEILED l'.The mdpat y ..Ilh.lea a patinae her tu..l Its handy
and seal a the day end year feat.ba written MEAD INVESTMENT CCPANT, A Colorado General
Partnership,—V
.. }}� awned.RestNan.1 Del' d n thl're•en...,l (n'War INEAi.l
F t BY j� s Ise a P /!r
Iyv /..Ira
} inr.ALt
'•Y: La e Fried, a Pgtner
7 aTATEOP CDIDRAIXI,
RA S Ind C«,nIYMD.n✓er
TM os,�,,t.a,ad...etdr-4 bees.,..thr. tat ,l.l .r June
in 8 V['/ David Zapller and Lawrence Fr led as all the partner a of Mead
Y Jn�✓Investment Company, a Colorado Gen era•!//Paa-r�tnership, I }
J IYDEIgr. iti74,e(nrlal.e.l _7724,6:4:t.„ Q (/r-r .
M..ur..aawn ecaetarv.w)wa_eert_i.erwr...d (O.2.2-t_ r.. ..
beer.s wawa wt w at a..u.._..(Iran.-rat.ease.. ,
870259
•
EXHIBIT NO. 6
♦ ' f P M
R 10?2 REC 01969367 06/05/84 13:00 $6.00 2;002
• F 1488 MARY ANN FEUERSTEIN CLERK L RECORDER WELD CO, CO
EXHIBIT "A"
•
PARCEL I:
A tract of land located in the SPI/4 of Section 13. in Township 3
North, of Range 68 West of the 6th P.M.• Weld County. Colorado,
being more particularly described as follows:
Beginning at a point on the South line of the said SW 1/4 of Section 13
from which the South quarter corner of said Section 13 bears East, a
distance of 513.20 feet; thence North, at a right angle to the said South
line, a distance of 30.00 fest to the TRUE POINT OF IECINNINC;
thence Vest parallel to the said South line of said SW I/4 a distance
of 1013.35 feet; thence North• a distance of 327.11 feet; thence East,
parallel to the said South line, a distance of 430.04 feet; thence South
63.00' East. a distance of 232.90 feet; thence North 78.00' East, a
distance of 340.40 feet; thence North• a distance of 64.10 feet; thence
Worth 88.00' East, a distance of 42.79 feet; thence South, a distance of
357.78 feet, more or less, co the TRUE POINT OF BECINNING.
PARCEL II:
A tract of land located in the Southwest Quarter of Section 13 in Tovrahtp 3
North, of Range 68 West of the 6th P.H.• Weld County, Colorado, being more
particularly described as:
Beginning on the South line of the said SW 1/4 of Section 13; from which
the South quarter corner of Section 13 bears East, a distance of 166.20 feet;
thence Borth• at a right angle co the said South line, a distance of 30.00 feet
to the TRUE POINT OP ttcINNINC; thence continuing North, a distance of 459.90
feet; thence South 68.00' Vest. a distance of 263.00 feet; thence South 88.00'
West a distance of 103.21 feet; thence South. a distance of 357.78 feet;
thence East, a distance of347.00 feet, more or less to L e TRUE POINT OP
• RFLINNENG.
EMITTING THZREFROM that portion as conveyed to The Callahan Reservoir and
Irrigation Company by Deed dated December 30. 1937 and recorded February 4,
1938 in goon 1021 at Page 600, as Reception No. 782723. Weld County Records,
County of Weld,
State of Colorado. Leir
r►
\;v
•
•
AOC
EXHIBIT NO. 6
Hello