HomeMy WebLinkAbout870175.tiff RESOLUTION
RE: ACTION OF THE BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY,
COLORADO, CONCERNING SITE APPLICATION OF PINE LAKE SANITATION
DISTRICT AND AUTHORIZE CHAIRMAN TO SIGN
WHEREAS, the Board of County Commissioners of Weld County,
Color-ado, 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, Pine Lake Sanitation District wishes to construct -a
wastewater treatment facility on the following described parcel of
land, to-wit:
Part of the NW; of Section 17 , Township 7
North , Range 67 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, Pine Lake Sanitation District 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 Veld County Comprehensive
Plan and that it is in the best interest of Weld County to
recommend approval of said Application , subject to the condition
that -monitoring wells around the treatment facility shall be
incorporated into the design and shall meet the requirements of
the County and the State Health Departments.
NOW, -THEREFORE, BE IT RESOLVED by the Board of County
Commissioners of Weld County, Colorado, that the -Site Application
of Pine Lake Sanitation District 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.
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ARTICLE 7
AMENDMENTS
SECTION 7.1 PROCEDURE
These Rules and Regulations may be amended by the Board at any regular or
special meeting of the Board on the condition that prior Public Notice is
given thereof at least once in a newspaper of general circulation in
Weld County, Colorado. Such Notice shall, at the minimum, state that
the Board is considering amendments to the District's Rules and Regula-
tions; shall set forth the date, time and place such amendments will be
considered by the Board; and shall invite public comment on any amend-
ments which the Board is considering.
670175
Page 2
RE: SITE APPLICATION - PINE LAKE SANITATION DISTRICT
The above and lore-going Resolution was , en motion duly made
and secon-deA , adopted by the following vote on the 11th clay of
March , A.D. , 1987 .
BOARD OF COUNTY COMMISSIONERS
ATTEST: p; idlys ti ,_. Fr WELD COU TY LO ADO
,
Weld County Clerk and :Recorder
and Clerk to the Board Go d an , irman
EXCUSED
BY: eetiz C. Kirby, Pro-Tem
Deputy piroonty rk
YfriC APP:2DVED AS TO :FORM: Gene R. �` �
.. ran ner
EXCUSED DATE CF SIGNING (AYE)
-'>-7 Jacqueline Johnson
County Attorney
Frank"Y a`ma chi
870175
I
appurtenances as though they had been transferred by deed or other
instrument. That is, the District shall have, but not be limited to, the
discretion to determine who may use the sewer, conditions of use, fees to
be paid and maintenance.
SECTION 5.7 SUBMISSION OF DEVELOPMENT PLANS
As a condition of service from the District, the applicant shall agree
not to develop his land without first submitting his development plans to
the Board for its approval .
SECTION 5.8 APPLICANT MAY BE REQUIRED TO INSTALL SEWAGE FLOW MEASURING
INSTRUMENT
Whenever, in the opinion of the District, the use of water consumption
measurements does not accurately reflect the amount of sewage or influent
produced by the customer, the District may, in its sole discretion, elect
to require the customer to install a suitable sewage flow measuring
instrument. The customer will be charged for sewage flow as indicated by
the instrument, less the allowable infiltration or actual infiltration,
whichever is less.
ARTICLE 6
VIOLATIONS AND PENALTIES
SECTION 6.1 NOTICES
Any person found to be violating any of the provisions of this Resolution
shall be served with written notice stating the nature of the violation
and providing a reasonable time limit for satisfactory correction
thereof. Any notice shall be given in the same manner as provided for
nonpayment of fees and charges under the provisions of Article 4, Section
4.4, of this Resolution.
SECTION 6.2 LIABILITY TO DISTRICT
Any person violating any of the provisions of this Resolution shall
become liable to the District for any expense, loss or damage occasioned
by reason of such violation.
SECTION 6.3 DISCONTINUANCE OF SERVICE
The District also reserves the right to discontinue sewer service for
violation of any rule upon written notice of such intended discontinuance
at least five days prior thereto advising the user in what particular
such rule has been violated.
23-'0
73
SUMMARY OF THE WELD COUNTY PLANNING COMMISSION MEETING
March 3, 1987
A regular meeting of the Weld County Planning Commission was held on March
3, 1987, in the 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 1:35 p.m.
Tape 270 — Side 1
ROLL CALL
Lydia Dunbar Present
Ivan Gosnell Absent — Called in
LeAnn Reid Present
Louis Rademacher Present
Lynn Brown Present
Paulette Weaver Present
Ann Garrison Present
Jack Holman Present
Also present: Keith Schuett, Current Planner, Lee Morrison, Assistant
County Attorney, and Bobbie Good, Secretary.
A quorum was present.
The summary of she last regular meeting of the Weld County Planning
Commission held on February 17, 1987, was approved as distributed.
CASE NUMBER: None
APPLICANT: Pine Lake Sanitation District
REQUEST: Site application for a wastewater treatment facility
LEGAL DESCRIPTION: Part of the NW} of Section 17, T7N, R67W of the
6th P.M. , Weld County, Colorado
LOCATION: Approximately 3 miles north of Windsor; south of State
Highway 14 and east of Weld County Road 15
APPEARANCE:
Tom Hellerich, Dinner, Hellerich, and Lazar, Attorneys at Law, represented
the applicant. This was an existing mobile home park and is currently on a
septic system, but it is inadequate. There has been prior approval on the
service plan for the Pine Lake Sanitation District. In December, the Board
found there was a need for this in the area. There are currently 34 mobile
homes sites on this property.
LaVern Nelson, P.E. , Nelson Engineers, reported they have received the
recommendation of the Planning Services staff and they agree with the
staff's comments. He asked that the location be changed to six and one-half
miles north of Windsor rather than three miles, and asked that the summary
reflect this request. This project will serve the needs of the proposed
mobile home park. It is estimated there will be approximately 583 residents
in the 212 mobile home spaces. The sewage treatment plant will be a totally
new facility.
870175 13 �� mee'1-+n5
J'- 1/-cfn
This reimbursement to the District shall be made by future connectors in
the form of an aid-to-construction fee and shall be in addition to such
other regular fees charged by the District, such as plant investment fees
and use fees.
It is recognized that there are many possible combinations of conditions
relating to sewer extensions which effect the basis for reimbursement.
The following principles will be used as guidelines in establishing the
reimbursement formula:
(1) The formula shall be simple to administer.
(2) The amount to be reimbursed to the District shall be that part
of the cost of the sewer extension, including necessary
appurtenances, that is unique to that particular extension.
(3) When a sewer extension is considered to be an intermediate
section of a sewer, the following principles will be used as
guidelines:
(a) There will be no sharing of costs with either the upstream
or downstream section of the sewer.
(b) Side connections joining at the downstream end (end
closest to waste water treatment plant) will not share in
any allocable costs of the downstream section.
(c) Side connections joining at the upstream end of the inter-
mediate section, but will share in the cost of the inter-
mediate section.
(d) The District Sewer Master Plan will be used to help deter-
mine whether or not a sewer extension is an intermediate
section of a sewer.
SECTION 5.6 DISTRICT OWNERSHIP
Customers, applicants, landowners, subdividers or developers who have
completed construction of sewers shall , before these sewers are accepted
by the District for service, deed these sewers and appurtenances, except
for service lines, including all necessary easements, to the District,
free and clear of all liens and encumbrances, properly described by
certified survey, and furnish a bond to cover all maintenance for one
year from the date of acceptance of the sewers by the District. In
addition, before these sewers are accepted by the District, the applicant
shall provide complete "as built" drawings in a form acceptable to
District, including locations of "stub—outs."
In the event a special district is formed by an applicant outside of this
District for the purpose of financing outfall sewers, sewer collectors
and appurtenances, the applicant shall agree that such transfer by deed
shall take place when the subject sewers and appurtenances are free of
all liens and encumbrances incurred by said special district, and that in
the interim period between acceptance for use and transfer to the
District, the District shall be allowed to consider these sewers and
870175
Summary of the Weld County Planning Commission
March 3, 1987
Page 2
Tape 170 - Side 2
An aerated lagoon with a polishing pond is the best method for treating
sewage at this location. They expect to have the sewer system operational
toward the end of 1987. There will be a three hundred foot buffer zone
around the perimeter of the facility. The depth of the pond will be higher
than the water table.
The Chairman called for discussion from the members of the audience. There
was none.
The Chairman asked that reading of the recommendation of the Department of
Planning Services staff be dispensed with and that this be filed with the
summary as a permanent record of these proceedings.
AMENDMENT:
Paulette Weaver moved a condition be added to read as follows:
1. Monitoring sells around the treatment facility shall be
incorporated into the design and shall met the requirements
of the County and the State Health Departments.
Motion seconded by Ann Garrison.
The Chairman called for discussion from the members of the Planning
Commission. Discussion followed.
The Chairman asked the secretary to poll the members of the Planning
Commission for their decision. Lydia Dunbar - yes; Lynn Brown - yes; LeAnn
Reid - yes; Louis Rademacher - yes; Paulette Weaver - yes; Ann
Garrison - yes; Jack Holman - yes. Motion carried unanimously.
MOTION:
Lydia Dunbar moved the request for Pine Lake Sanitation District for a site
application be recommended favorably to the State Health Department as
amended by the Planning Commission. This decision is based upon the
recommendation of the Department of Planning Services' staff and the
testimony heard by the members of the Planning Commission. Also, that the
Chairman be instructed to sign the application reflecting the decision of
the Planning Commission. Motion seconded by Louis Rademacher.
The Chairman called for discussion from the members of the Planning
Commission. Discussion followed.
870175
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The applicant's contracted right to reimbursement under a sewer contract
shall extend for a period of 10 years from the date of the execution of
said contract, unless otherwise determined by the Board for good cause.
This reimbursement shall be made from fees charged future connectors to
the sewer for this specific purpose. Such reimbursement shall not be
made from any revenues, fees or charges inuring to the benefit of the
District as a result of this Resolution or as amended. The District will
collect the reimbursement fee and remit it to the applicant prior to the
time of connection.
It is recognized that there are many possible combinations of conditions
relating to sewer extensions which effect the basis for reimbursement. To
establish the basis for reimbursement, the following principles may be
used as guidelines in establishing the reimbursement formula:
(1) The formula shall be simple to administer.
(2) The amount to be reimbursed to the applicant shall be that part
of the cost of the sewer extension, including necessary
appurtenances, that is represented by the ratio of the use of
others to the total use.
other SFE' s
other SFE's + applicant' s SFE's
(3) When a sewer extension is considered to be an intermediate
section of a sewer, the following principles will be used as
guidelines:
(a) There will be no sharing of costs with either the upstream
or downstream sections of the sewer.
(b) Side connections joining at the downstream end (end
closest to waste water treatment plant) will not share in
the cost of the intermediate section, but will share in
any allocable costs of the downstream section.
(c) Side connections joining at the upstream end of the inter-
mediate section will not share in the cost of the upstream
section, but will share in the cost of the intermediate
section.
(d) The District Sewer Master Plan will be used to help deter-
mine whether or not a sewer extension is an intermediate
section of a sewer.
b. Reimbursement When District Extends Sewer. Whenever the
District extends a sewer to serve a particular area, it shall be eligible
for reimbursement from future connectors to that extension. The basis or
formula for this reimbursement shall be determined by the District when
the extension is authorized.
870173
71f
Summary of the Weld County Planning Commission
March 3, 1987
Page 3
The 1Chairman asked the secretary to poll the members of the Planning
Commission for their decision. _Lydia Dunbar - yes.; Lynn Brown - yes; LeAnn
Reid - yes; Louis Rademacher - yes; Paulette Weaver - yes; Ann
Garrison - yes; Jack Holman - yes. Motion carried unanimously.
CASE NUMBER: USR-778:87:2
APPLICANT: Western Gas Supply Company
REQUEST: A Use by Special Review Permit for a major facility of
a public utility
LEGAL DESCRIPTION: Part of the NW} of Section 34, TIN, R67W of the
6th P.14. , Weld County, Colorado
LOCATION: Approximately 3 miles west and one mile north of
Brighton; east of Weld County Road 19 and south of Weld
County -Road 4
APPEARANCE:
Richard Chamberlain, Western Gas representative and employee, stated the
natural gas to this area has a higher Btu value than in the Denver-Boulder
area. They will inject compressed air into the lines to bring down the Btu
level so it can be used in the Metropolitan area. The orifices would need
to be changed in the natural gas appliances if this were not done. They
will run approximately sixteen miles of new lines, but only about one mile
will be run in Weld County. Noise levels will meet all state requirements.
This will be an unmanned facility, but there will be two men at the site for
approximately five hours per day. The plant will have an automatic
shut-down feature. They will meet with the Brighton Fire Department and
comply with whatever they require. They will also meet with the Engineering
Department following this meeting to discuss their concerns. No residences
in the area are closer than one-fourth mile. He has read the
recommendations, conditions, and Operation Standards as outlined by the
Department of Planning Services staff and has no objections to them.
The Chairman called for discussion from the members of the audience. There
. was none.
The Chairman asked that reading of the recommendations, conditions, and
Operation Standards be dispensed with and that they be filed with the
summary as a permanent record of these proceedings.
The Chairman reminded the members of the Planning Commission that this
request is a major facility of a publi-c utility. Therefore, the Planning
Commission's action if final. If the Planning Commission's action is for
denial the applicant may request a hearing with the Board of County
Commissioners.
,y01 5
° rio..�y e�:3
ill
SECTION 5.3 SUBMISSION OF SEWER EXTENSION PLANS TO DISTRICT
Prior to the initiation of construction by any applicant proposing to
construct sewage collection facilities under Section 5. 2 of this Resolu-
tion, the applicant shall submit construction plans and specifications to
the District for review. Any cost of such review by the District or its
engineer shall be borne by the applicant. Such plans shall conform to
the sewer design standards as may be established by the District from
time to time.
No sewers shall be constructed within the Board's jurisdiction until
final plans and specifications have been approved by the Board or its
engineer and written authorization to proceed has been obtained from the
Board. No sewers shall be accepted by the Board or placed into operation
unless they have been inspected and approved by the Board's authorized
inspector or engineer and it is determined that such sewers meet in all
respects the requirements set forth in the sewer design and construction
standards established by the District.
No excavation shall be started until all required permits have been
obtained.
No individual connections shall be made to the existing sewer system of
the District without the express written authorization of the Board by
permit.
SECTION 5.4 CONSTRUCTION OF SEWER MAINS BY CUSTOMERS
At the sole discretion and direction of the District, the Applicant shall
be required to install the facilities described in Section 5.2 and
Section 5.3 of this Resolution by private contract, subject to approval
of the plans and specifications by the District, receipt of a permit from
the District as provided in this Resolution and District inspection of
actual construction. At the sole discretion of the District, the appli-
cant may deposit with the District the estimated cost of reviewing,
inspecting and installing the facilities described in Sections 5.2 and
5.3 of this Resolution, and the District may then proceed to make the
installation with its own forces or by contract with a private contrac-
tor. In the event that the original deposit is insufficient, the
applicant shall , upon notification, immediately deposit the balance
required with the District to complete the work.
SECTION 5.5 EXTENSION OF FACILITIES - REIMBURSEMENT.
Extension of facilities may be made by applicants as set forth herein.
The District may, at its discretion, extend its facilities if service to
the particular area is feasible, practical , and desirable.
a. Reimbursement When Applicant Extends Sewer. Any applicant who
extends a sewer to serve his particular area may be eligible for reim-
bursement from future connectors to that extension. The basis, or
formula, for this reimbursement shall be determined by the Board of
Directors, and shall be included as part of the sewer service contract.
This item was filmed with March 9, 1987, Reports and Communications
RESOLUTION OF THE WELD COUNTY PLANNING COMMISSION
Moved by Paulette Weaver that the following resolution be introduced for
passage by the Weld County Planning Commission. Be it therefore Resolved by
the Weld County Planning Commission that the following be adopted.
NAME: Pine Lake Sanitation
ADDRESS: 7200 East State Highway 14, Fort Collins, CO 80524
REQUEST: Site application
LEGAL DESCRIPTION: Part of the NWl of Section 17, T7N, R67W of the 6th
P.M. , Weld County, Colorado
LOCATION: Approximately 3 miles north of Windsor; south of State Highway 14
and east of Weld County Road 15
THE WELD COUNTY PLANNING COMMISSION 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 proposed development.
This request is compatible with the Weld County Comprehensive Plan in that
this proposal will insure that adequate public sewer service will be
available for proposed residential development, and will have no adverse
impacts on water quality. On June 12, 1985, the Board of County
Commissioners approved Case Number Z-419 for a Change of Zone from A
(Agricultural) to R-5 (Mobile Home Residential) .
The Planning Commission recommends the following -condition be incorporated
into this request:
1. Monitoring wells around the treatment facility shall be
incorporated into the design and shall meet the requirements of
the County and the State Health Departments.
Motion seconded by Ann Garrison.
VOTE:
For Passage Against Passage
Lydia Dunbar
Lynn Brown
LeAnn Reid
Louis Rademacher
Paulette Weaver
Ann Garrison
Jack Holman
p0005G c.
SECTION 4.5 FEE FOR INCLUSION OF PROPERTY IN DISTRICT
Property may be included in the District in accordance with the provi-
sions of Colorado statutes at the discretion of the Board. Persons peti-
tioning for inclusion of real property in the District shall submit with
their petition an amount deemed appropriate by the District to cover all
costs and expenses incurred by the District in processing such petition.
Until revised, the processing fee shall be $400.00 plus publication
costs. Any property included into the District which, due to applicable
law and timing of the petition, is exempt from taxation for the year of
annexation shall be assessed an inclusion fee in addition to the
processing fee. The inclusiion fee shall be approximately equivalent to
the amount of taxes which the District would have received from that
property for the then current tax year based upon the date of the Board' s
order of inclusion.
SECTION 4.6 AVAILABILITY OF SERVICE FEE
As set forth in Section 32-1-1006 C.R.S., the Board may assess an "avail-
ability of service" charge against residential lots lying within the
District but which are not serviced, provided that the District's lines
are within 100 feet of the property line of the particular residential
lot. No such availability of service of service charge shall be imposed
unless approved by an affirmative vote of the Board after a public
hearing and upon notice of the hearing mailed to each taxpaying elector
as provided by law.
ARTICLE 5
SEWER LINE EXTENSION POLICIES
SECTION 5.1 GENERAL
It shall be unlawful for any person to construct a sewer main or service
line to be connected to the District sanitary sewer system without:
(1) Having made formal application to the Board for approval ;
(2) Having complied with all requirements and regulations of the
Board; and,
(3) Having received written authorization from the Board, or its
designee.
SECTION 5.2 EXTENSION OF SEWER COLLECTION FACILITIES
Any applicant for sewer service from the District shall pay the full cost
of construction and inspection of all extensions and connections, exclu-
sive of sewage treatment facilities, but including necessary easements,
rights-of-way, and permits from county, state or other governmental
agencies, as are required to provide service by the District and connect
the applicant to the District's existing system, unless otherwise
provided by the District.
8701Q75
Tai
Pine Lake Sanitation District
March 3, 1987
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 March 3, 1987, and recorded in Book No. XI of the proceedings of the said
Planning Commission.
Dated the 4th day of March, 1987.
Zoli\A- a
Bobbie Good
Secretary
I III
b. Delinquent Accounts. All statements are due and payable on or
before the first day of the next month, e.g. , a statement mailed on or
about the first working day of January is due and payable on or before
February 1. Any statement which is not paid in full on or before the
first day of the next month after billing shall be deemed a delinquent
account.
c. Delinquency Charges. In addition to the amount deemed delin-
quent, the following delinquency charges shall be charged by the Dis-
trict:
(1) $ 25.00 if the delinquent amount is paid prior to the
next successive billing.
(2) If the delinquent amount is not paid prior to the next
successive billing, the delinquent amount plus the delin-
quent charge provided for in paragraph (1) above shall
draw interest at the rate of one percent (1%) per month
(commencing on the first day of the second billing) until
paid in full .
d. Disconnection.
(1) The Board may, at its discretion, direct the District' s
employees, agents, and/ or engineer to dig up and dis-
connect the sewer line and terminate the service of the
delinquent customer not sooner than five days after date
of service or mailing of a "Shut-off Notice."
(2) In the event the Board determines that service shall be
disconnected, the District shall deliver by hand or certi-
fied mail to the user a "Shut-off Notice." The Notice
shall state that the delinquent account, plus all charges
and penalties, must be paid within 72 hours of the time of
service of the notice. If the owner, occupant or user
cannot be located for personal service, it shall be lawful
to attach the said notice to the premises in a conspicuous
location.
(3) If disconnection has been commenced, there will be an
additional charge of $150.00 plus the actual costs to the
District of making such disconnection and reconnection .
These charges, in addition to all delinquent amounts,
penalties and interest, shall be paid in full prior to
service being restored.
e. Lien. Until paid, all rates, penalties, tolls, fees, interest
and charges shall constitute a perpetual lien on and against
the property served, and any such lien may be foreclosed in the
manner as provided by law at the discretion of the Board.
87(ts 7
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COMMENTS
PINE LAKE SANITATION
The Larimer Weld Regional Council of Governments has received an application
for an amendment to the Regional (208) Water Quality Management Plan for
this area.
Ih
Drug stores, grocery stores, business offices or
similar retail establishments exclusive of
supermarkets (per toilet) 1.00
Fast food establishments, based on average
daily metered domestic water usage —
1 SFE = 270 gpd
Meat markets and supermarkets ( to be negotiated)*
Restaurants, cafes, taverns or similar
establishments (per seated unit, i.e., chair
or seat) .06
Laundromats (per machine) .80
*May require pre-treatment
Special Uses
For swimming pools or other special uses, the rates will be determined on
an individual basis after the District has made a determination of the
effect of such use upon the sewer system.
NOTE: For establishments of any kind falling into more than one of the
above categories, each separate category would be computed individually
and then all categories totaled for that establishment's total monthly
charge.
Commercial applications shall also be carefully reviewed to determine the
type of sewage to be treated and the ability of the District's facilities
to treat this sewage (i.e., service stations, dry cleaning, etc. ) .
b. Rates for Property Not in District. In every case where the
District furnishes sewer service to property not included in the Dis-
trict, the District shall be paid for sewer service at the discretion of
the District by specific contract with the person receiving service, and
all fees, rates and charges shall be fixed and determined by the District
with reference to such service and contained in said contract, provided,
however, that the total contractual charges, fees, rates, etc., shall be
increased by an amount equivalent to the revenue which would be obtained
by the District from the particular property by way of tax levy. It is
the intent of the District that property served outside of the District
should pay an equivalent amount in lieu of taxes in addition to the
contractual charges, fees, rates, etc.
SECTION 4.4 SEWER SERVICE BILLING
a. Billing and Payment. Statements for all charges shall be
mailed on or about the first working day of the months of January, March,
May, July, September and November. Statements shall include all charges
(fees, penalties, service line repair charges, etc. ) incurred during the
previous two-month calendar period. The District may send monthly state-
ments to any or all users at the discretion of the District.
670175
LAND-USE APPLICATION
SUMMARY SHEET
Date: February 24, 1987
NAME: Pine Lake Sanitation District
ADDRESS: 7200 East State Highway 14, Fort Collins, CO 80524
REQUEST: A site application for a wastewater treatment facility
LEGAL DESCRIPTION: Part of the NW} of Section 17, T7N, R67W of the 6th
P.M. , Weld County, Colorado
LOCATION: Approximately 3 miles north of Windsor; south of State Highway 14
and east of Weld County Road 15
SIZE OF PARCEL: 13 acres, more or less
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 governments, 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 Health Department has specific concerns about this request.
A copy of its memorandum, dated February 23, 1987, is attached to this
land-use summary.
Referral responses have not been received from the following:
- Larimer County Planning Department
- Larimer/Weld Council of Governments
- Poudre Valley Fire Protection District
- Town of Windsor
ill
At the time of connection, the District shall determine the number of
single-family equivalents to be served by a new connection according to
the charges established above for a single-family equivalent. The
District reserves the right to re-evaluate the service charges to any
sewer tap at any time. For convenience in estimating what the charges
may be for typical uses, the following tabulation was prepared. This
table lists the SFE equivalents for various types of typical uses.
The services charged to the user may be greater or less than those served
from the following table whenever in the opinion of the District the
service being supplied represents a greater or lesser number of sin-
gle-family equivalents than those listed.
Type of Use Allocable SFE
Private dwelling, apartment, indivisible
condominium unit or any other living unit
that can be classified as a single-family unit 1.00
Hotels & motels (per rental unit) .20
(Note: Manager's unit shall be 1 SFE)
Rooming houses and dormitories (per bed space) . 13
Mobile home parks, trailer courts or trailer
parks (per unit space) 1.00
Schools with cafeteria and showers (per student,
faculty member and administrator) based on initial
enrollment at beginning of each school year .06
Schools without cafeteria and showers (per student,
faculty member and administrator) based upon initial
enrollment at beginning of each school year .04
Lodge rooms, halls, churches or other similar
establishments (per toilet or equivalent) 1.00
Business Uses:
Health clubs (per 100 members) .80
Office space (per 20 employees) 1.00
Car washes: (per stall )* 2.00
Car and truck service stations without washing
facilities (per pump island)* 2.00
Car and truck repair garages* 2.00
Medical offices, clinics (per 10 employees) 1.00
Barber shops, beauty salons (per 2 chairs)* 1.00
87(11 75
3
REFERRAL LIST
APPLICANT: Pine Lake Sanitation District CASE NUMBER: None
SENT REFERRALS OUT: February 10, 1987 REFERRALS TO BE RECEIVED BY: February 25, 1987
NO SR NR NO SR NR
_ County Attorney
{ X Weld County Health Dept.
X Engineering Department
County Extension Agent
Office of Emergency Mngmt
_X Larimer County Planning Department
P.O. Box 1190
Fort Collins, CO 80521
X Larimer/Weld County
Council of Governments
873 North Cleveland
Loveland, CO 80537
X Poudre Valley Fire Protection District
Attn: Charles A. Willis
1921 South County Road 5
Fort Collins, CO 80525
X Town of Windsor
c/o Janet Lathrop
P.O. Box 627
301 Walnut Street
Windsor, CO 80550
Tri Area Planning Commission
P.O. Box 363
Frederick, CO 80530
NO=No Objection
SR=Specific Recommendations
NR=No Response
8701
r 5
Car and truck service stations without washing
facilities (per pump island)* 1.00
Car and truck repair garages* 2.00
Medical offices, clinics (per 10 employees) 1.00
Barber shops, beauty salons (per 2 chairs)* 1.00
Drug stores, grocery stores, or similar retail
establishments exclusive of supermarkets (per toilet) 1.00
Fast food establishments (based on average daily
metered domestic water usage — 1 SFE = 270 gpd)**
Meat markets and supermarkets (to be negotiated
based on discharge)*
Restaurants, cafes, taverns or similar
establishments )per seated unit, i .e., chair
or seat)
.06
Laundromats (per machine) .80
*May require pre-treatment
**Initial connection charge may be based on estimated usage and
corrected to actual usage upon commencement of operations.
Additions or modifications to buildings connected to the District's sewer
system which represent a change in use shall be re-evaluated as to month-
ly service charges and additional plant investment fees as may be deter-
mined at the discretion of the Board and within this Resolution or as it
may be amended from time to time.
SECTIDN 4.2 TAPPING CHARGE
This charge shall be made by the District to reimburse the costs incurred
by the District for making the physical connection to the District lines.
This tap must be made by the District or its appointed representative.
This charge is payable before a tap is made. This current tapping charge
is $40. 00 for each such connection.
SECTION 4.3 SEWER SERVICE RATES
a. Rates for Property Located in the District. In every case
where the District furnished sewer service to property located within the
District, the District shall be paid for sewer service in accordance with
the following-described policy.
All rates for sanitary sewer service shall be based on the single-family
equivalent (SFE) as defined in this Resolution. The monthly service
charge per single-family equivalent shall be the then-current charge
being made by the District for such service.
8701 75
mEmoRAnDUM
WIDc To • Planning Department February 23, 1987
Date
COLORADO From Wes Potter, Director Health Protection Services W1q
Subject: Pine Lake Site Application
The Division has reviewed the proposed waste treatment facility at Pine Lake
Village. The proposal is well designed and technically adequate to handle the
load as proposed.
In order to monitor potential impact on the groundwater table, monitoring
wells should be placed around the facility. With this included in the
proposal, the Division recommends for approval.
By Direction of Ralph R. Wooley, M. D. , Director
rOig\-t,7,
FEB 2 31987 1
L_
n-a-• "'°' Weld Co. PhoneOmission
1
ARTICLE 4
FEES AND CHARGES
CONNECTION CHARGES. The District's connection charges shall be as
follows:
SECTION 4.1 PLANT INVESTMENT FEE
An applicant for sewer service from the District shall agree to pay a
sewage plant investment fee in the amount currently being charged by the
District when the service is granted for each single-family equivalent
(SFE) unit requesting sewer service, or such fraction or multiple thereof
as shown in the following schedule. Such fee shall be paid in full prior
to the time that each single-family equivalent unit is connected to the
District system. Said fee shall be in addition to all other fees or
charges relating to sewer service elsewhere described in this Resolution,
and in no case shall such plant investment fee be rebated under any
circumstances. A plant investment fee shall be calculated by multiplying
the then existing plant investment fee times the following allocable SFE
based upon usage below (1 SFE = 270 gallons per day (gpd) = 2. 7 people) :
Type of Use Allocable SFE
Private dwelling, apartment, indivisible
condominium unit or any other living unit
that can be classified as a single-family unit 1.00
Hotels & motels (per rental unit) 20
(Note: Manager's unit shall be 1 SFE)
Rooming houses and dormitories (per bed space) .13
Mobile home parks, trailer courts or trailer
parks (per unit space) 1.00
(Note: Manager's unit shall be 1 SFE)
Schools with cafeteria and showers (per student,
faculty member and administrator) based on initial
enrollment at beginning of each school year 0.06
Schools without cafeteria and showers (per student,
faculty member and administrator) based on initial
enrollment at the beginning of each school year 0.04
Lodge rooms, halls, churches or other similar
establishments (per toilet or equivalent) 1.00
Business Uses:
Health clubs (per 100 members) .80
Office space (per 20 employees) 1.00
Car washes (per stall )* 2.00
870175
•
Date: March 3, 1987
NAME: Pine Lake Sanitation
ADDRESS: 7200 East State Highway 14, Fort Collins, CO 80524
REQUEST: Site application
LEGAL DESCRIPTION: Part of the NW} of Section 17, T7N, R67W of the 6th
P.M. , Weld County, Colorado
LOCATION: Approximately 3 miles north of Windsor; south of State Highway 14
and east of Weld County Road 15
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 proposed development.
This request is compatible with the Weld County Comprehensive Plan in that
this proposal will insure that adequate public sewer service will be
available for proposed residential development, and will have no adverse
impacts on water quality. On June 12, 1985, the Board of County
Commissioners approved Case Number Z-419 for a Change of Zone from A
(Agricultural) to R-5 (Mobile Home Residential) .
67C175
IIII�
(2) A private disposal system is constructed meeting all State and
County Health Department requirements.
(3) The Owner deposits to the District the appropriate fees and
charges required by this Resolution or as amended from time to
time.
(4) The Owner agrees by written agreement to extend a line to
connect to the District system at a time and/or condition
agreed on between the District and Owner. In any case, the
Owner must connect to the District' s system when a line is
within 400 feet of his building. Such connection will require
no additional plant investment fee other than as provided above
(unless required by change in usage).
All existing buildings shall connect to the District's system when a
District line is capable of furnishing service and is available within
400 feet of the buildings. All extensions and connections shall be in
accordance with the practices and conditions hereinafter contained. (See
Article 4, Sewer Line Extension Policies. )
SECTION 3.4 TAPPING
If approved lines are to be constructed within subdivisions, stub—outs
shall be made from under the streets so that subsequent cutting of the
streets is not required. These stub—outs shall be plugged, inspected,
located and approved in writing by an official designated by the District
to provide such inspection. A map in a form satisfactory to the District
shall be provided to the District. Actual cost incurred by the District
for such inspection shall be reimbursed by the applicant. Actual tapping
of the lines shall be done only with equipment approved by the District
and by a representative of the District or under his direct supervision.
SECTION 3.5 TAP TRANSFER
A tap, when purchased, stays with the property for which it was pur-
chased. The District will not approve nor allow taps to be transferred
from one location or dwelling to another. Taps can be transferred by the
current owner of property to a subsequent owner by paying all outstanding
fees and charges plus a tap transfer fee in the amount of $20. 00 which is
charged to reimburse the District for the necessary change of name and
address on the many books and documents kept by the District. The
current owner of such property shall remain liable for all fees and
charges, whether incurred by him or by a subsequent owner, until all
outstanding fees and charges, including the transfer fee, are paid in
full and the transfer has been effected on the District' s records.
SECTION 3.6 COMMENCEMENT OF MONTHLY CHARGES
Monthly service charges as provided in Article 4 below become due and
payable when the user connects to the District' s sewer system, or one
year from the date on which the tap is purchased, which ever event occurs
first.
COMMENTS
PINE LAKE SANITATION
The Larimer Weld Regional Council of Governments has received an application
for an amendment to the Regional (208) Water Quality Management Plan for
this area.
870175
(1) Subdivision. In order to obtain taps for a subdivision, the
applicant must make formal application to the District. This appli-
cation will be reviewed by the Board and its technical advisors to
determine if service to a particular location is feasible, practi-
cal , and desirable. This application shall include plans in a form
satisfactory to the District and which are detailed enough to deter-
mine the location of service required, number of taps required and
physical features which may affect service. The application shall
also be accompanied by payment of a fee for technical review, which
fee is set by the Board. Provided the Board determines that service
to a particular location is feasible, practical , and desirable, the
applicant will then be required to enter a contractual arrangement
with the District and pay certain sums of money as required in the
contract. To properly plan the facilities and maintain a high
standard of service by the District, the District must be able to
project the required services and, therefore, must have contractual
commitments binding upon both the applicant and the District to
properly provide such service.
(2) Single Tap. A single tap may be purchased by making applica-
tion to the District at its office and obtaining a determination
from the District that it is feasible, practical , and desirable to
serve the property. If it is so found, the tap may be purchased by
payment of the plant investment fee, and the applicant must then
make arrangements to have his service lines installed by a contrac-
tor approved by the District. Once the service line is installed
from the structure or dwelling to the line of the District, the
District, for the sum currently being charged as a tapping fee, will
tap the line and connect the service. This tapping fee is payable
in advance of the tapping. All connections to the lines belonging
to and owned by the District shall be made only by the District or
its designated representative.
(3) Several Taps. More than one tap may be purchased from the
District if the purchase is for use on dwellings and structures
which do not fall into the subdivision category. The limit on the
number of taps which shall be sold to any given location without
that location being deemed a subdivision shall be made by a decision
of the Board. Purchase of these taps shall be handled the same as
that of a single tap.
Each tap purchased must be connected to the District lines separately. In
no case will two dwellings or structures be allowed to connect to the
District lines on one tap.
No new buildings with plumbing facilities of any nature shall be con-
structed within the District unless connected to the District's sewer
system, except that the Board may permit the Owner to install temporary
individual disposal facilities, providing that his case complies with all
four of the following conditions:
(1 ) Extension to the District' s system would create an unreasonable
financial burden on the Owner.
870173
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 GPD CAPACITY.
B) INTERCEPTORS (IF REQUIRED BY C.R.S. 25-8-702 (3))
APPLICANT: Pixie Lake Sanitation District •
ADDRESS: 7200 East State Highway 14, Fort Collins, CO. 80524 PHONE: (303) 224-2477
Consulting Engineer's Name and Address: Nelson Engineers, 822 7th Street. Suite S20k. Greeley
Colorado 80631
PHONE: (303) 356-6362
A. Summary of information regarding new sewage treatment plant:
1. Proposed Location: (Legal Description) 1/4, NV/
1/4, Section 17
Township 7 N , Range 67 W
Weld County.
• 2. Type and capacity of treatment facility proposed: Processes Used Aerated stabili-
zation pond, polishing pond, and chlorination
I Hydraulic 58.300 Organic
gal/day g 99
lbs. BOD5/day
Present PE 94 Design PE 583 % Domestic 100
Y. 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 Intermittent drainagewav
Subsurface disposal n/a Land n/a
Evaporation n/a Other n/a
State water quality classification of receiving watercourses) ��s l � I -CaTtifeLdP ual
qua it an 'agraP.sl „rpm
Proposed Effluent Limitations developed in conjunction with Planning and Standards .
Section, WQCD: BODt 30 mg/1 SS 4 /1 Fecal Coliform
5 m g 2000 /100 ml
Total Residual Chlorine n/a mg/1 Ammonia n!a mg/1 Other pH 6.5 to 9.0
5. Will a State or Federal grant be sought to finance any portion of this project? Nn
6. Present zoning of site area? R-5
Zoning with a 1-mile radius of site? Agriculture with residential exemption
7. What is the distance downstream from the discharge to the nearest domestic water
supply intake? None known
•
(Name of Supply)
(Address of Supply)
What is the distance downstream from the discharge to the nearest other point of
diversion?_0. 8+ miles to Smith Reservoir ( Irrigation.)
(Name of User)
Wilbur Miller, 6691 Weld County Road 80, Fort Collins, Colorado 80524
(Address of User)
—1—
WQCD-3 (Revised 8-83) 670175
SECTION 2.2 POWERS AND AUTHORITY OF INSPECTORS
The superintendent, inspector and other duly authorized employees and/or
agents of the District, bearing proper credentials and identification,
shall be permitted, upon due notice to the user, to enter upon all
properties for the purpose of inspection, observation, measurement,
sampling and testing, in accordance with the provisions of this Resolu-
tion.
ARTICLE 3
USE OF DISTRICT SEWER SYSTEM
SECTION 3.1 UNAUTHORIZED USE
No unauthorized person shall uncover, make any connection with or opening
into, use, alter or disturb any District sewer or appurtenances without
first obtaining a written permit from the District.
SECTION 3.2 RESPONSIBILITIES OF THE USER
No user shall discharge or cause to be discharged any storm water,
surface water, ground water, roof runoff, subsurface drainage, cooling
water or unpolluted industrial process water to any sewer as herein
defined.
No user shall discharge or cause to be discharged to any sewer main, any
harmful water or wastes, whether liquid, solid or gas, capable of causing
obstruction to the flow in sewers, damage or hazard to structures, equip-
ment and personnel of the sewage system or other interference with the
proper operation of the sewer system. Wastewater shall be deemed harmful
at the sole discretion of the District. Pretreatment shall be provided
by the user to the satisfaction of the District before the waste is
allowed to enter the District disposal system.
Each user shall be responsible for constructing and maintain the entire
length of his service line. Leaks or breaks in the service lines shall
be repaired by the property owner within 72 hours from the time of
notification of such condition by the District. If satisfactory progress
toward repairing the said leak is not being made, the inspector shall
have the authority to terminate the service or to have the line repaired.
The District shall bill the owner all resulting costs thereof, including,
without limitation, inspection fees.
SECTION 3.3 CONNECTION TO DISTRICT SYSTEM
A person seeking to connect to the District's system shall make a formal
application in writing in such form as the Board may require from time to
time. Applications will be considered by the District based on the
following criteria.
Tap purchases generally fall into three categories: (1) a subdivision;
(2) the single tap; and, (3) several taps. The procedures to be followed
in each of these categories are as follows:
870175
-
B. Who has the responsibility for operating the proposed facility?
Pine Lake Sanitation District
9. Who owns the land upon which the facility will be constructed?
Pine Lake Sanitation District
(Please attach copies of the document creating authority in the a
construct the proposed facility at this site. ) PPlicant t
10/ Estimated project cost: $226,776
Who is financially responsible for the construction and operation of the facility?
Pine Lake Sanitation District
11. Names and addresses of all water and/or sanitation districts within 5 tiles
••
downstream of proposed wastewater treatment facility site. North Weld County
District P. O. Box 6 Lucerne CO. 80646• io D' riot P. O. Box 2044 Ft. Collins, Colorado 80522
Attar a separate s eet o paper necessary.
12. Is the facility in a 100 year flood plain or other natural hazard area? No
If so, what precautions are being taken?tea --Has thu flood plain been designated by the Colorado Water Conservation Board,
Departrfnt of Natural Resources or other Agency? n/a
If so, what is that designation? n/a (Agency Name)
13. Please include all additional factors that might help the Water Quality Control
Di . ..,ion make an informed decision on your application for site approval.
The e> : Ming individually owned and operated treatment facility will be in-
cor orated into the newly formed sanitation district allowing growth as
approved by Weld County with the recent rezoning to R-5
B. Information regarding lift stations: N/a
2. The proposed lift station when fully developed will generate the following additiona.
load: Peak Hydraulic (MO)
P.E, to be served
2. Is the site located in a 100 year flood plain?
If yes, ca 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 ant' tress 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 treaL this wastewater/ Yea No
(Treatment Agency)
Date — Signature and Title
8"70 75
-2-
WQCD-3 (Revised 8-83)
Shall is mandatory.
Single Family Equivalent Unit shall represent the average characteristics
of a single-family home in the service area of the District. The details
of these characteristics may be changed from time to time as better data
is obtained to define the "Single-Family Equivalent. " Some of the more
important characteristic of the Single-Family Equivalent are:
(1) Average Occupancy = 2.7 persons
(2) Average Daily Sewage Flow per Person = 100 gallons/day
(3) Average Daily Sewage Flow Per SFE = 270 gallons/day
(4) Peak Hour Sewage Flow = 1,080 gallons/day = 45 gallons/
hour
For purposes of these Rules and Regulations, nonsingle family uses shall
be converted to the equivalent number of single-family units. This
conversion shall be determined by the District on the basis of the
characteristics that are common to both single-family and nonsingle-
family uses, e.g. , offices, etc. Where more than one characteristic is
common to both uses, a weighing factor may be used to establish the
relative importance of these characteristics on the sewer system.
Subdivision - A subdivision shall be defined as any single parcel of land
which is subsequently divided into two or more parcels for the purpose of
constructing dwelling units or other use on any of the smaller parcels.
Tap on Connection - The right to connect a service line from a dwelling
or structure to the collector or interceptor lines of the District and to
discharge sewage equal to one single-family equivalent unit.
Tapping - The physical act of connecting the service line from the struc-
ture or dwelling to the lines of the District.
Trunk Sewer shall mean a pipe or conduit that receives sewage from two or
more lateral sewers.
User shall mean any person to whom sewer service is furnished, be it
renter, record owner, corporation, company, individual , etc.
ARTICLE 2
OWNERSHIP AND OPERATION OF FACILITIES
SECTION 2.1 POLICY
The District is responsible for the collection and treatment of sewage
from users within the District and the maintenance, repair and replace-
ment of all facilities, except service lines and/or building drains,
owned by the District, but shall not be liable or responsible for inter-
ruption of service brought about by circumstances beyond its control.
€701 75
1-.
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 followin •
g issues in your recommendation decision. Are the
proposed
facilities consistent with the comprehensive plan and an
including the 201 Facility Plan or y other plans for the area,
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_ Anaroval Disannroval
Comment
--�-_ Si na ure of Re resentative
1. / 7 ' '
2, Management g cy
Loca Government: t es or Towns
site is inside boundary or within three
3. �� �' miles) • •- San . pion j--tricts,
4, ✓
�
Boar. Count• Co.T s ►r s
Locale.�lt� Aut r
5. Au ..
c /� .F
6 City Y.unty a n ng Authhor t�—
7 Counci o Governments eg ona ann n
State Geo og st
(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
segulationsl. An engineering report, as described by the regulations, has been prepared and is
enclosed.
DATE �� /1{6)
‘7=7 u C/�
� Donald J. Carlson
Sipdature of pp leant
TYPED R70•
•
175.
-3-
WQCD-3 (Revised 8-83)
4.
Commercial - Any applicant using the services of the District while
engaging in a business.
Contractor - Any person, firm or corporation approved by the District to
perform work on and to furnish materials to District facilities.
District - As used in this Resolution, the word District shall mean the
Pine Lake Sanitation District.
Inspector shall mean the District Engineer or the District's duly author-
ized representative.
Intercepting Sewer shall mean a pipe or conduit that receives sewage from
two or more lateral sewers.
Lateral Sewer shall mean a pipe or conduit that receives sewage from one
or more service lines, and has no other lateral sewer discharging into
it.
Monthly Charge — An amount determined by the Board to be paid per billing
unit for the use of the District facilities.
Outfall Sewer shall mean a pipe or conduit that carries the effluent,
from the sewage treatment plant, to a point of final disposal .
Permit shall mean written permission of the Board to connect to a sewer
it ne that is under the jurisdiction of the District pursuant to the Rules
and Regulations of the District.
Person shall mean any individual , firm, company, association, society,
corporation or group.
Plant Investment Fee - That amount of money as determined by the Board
which permits the payer to connect to a District line for one residential
single-family equivalent service (SFE).
Service Charge - The amount deemed collectible by the District for late
or unpaid accounts.
Service Line shall mean a pipe or conduit that carries sewage from the
plumbing system of a single building to a lateral sewer. Service lines
may discharge directly to trunk or intercepting sewers under special
conditions.
Sewage - Wastewater and other wastes generated and discharged into the
sewer system by the users of the District facilities.
Sewage Treatment Plant shall mean the area and facility used to remove or
alter the objectionable constituents of the sewage.
Sewer shall mean a pipe or conduit for carrying sewage.
Sewer System shall mean all facilities owned and/or operated by the
District and used for collecting, treating and disposing of sewage.
1370115
ATTACHMENT TO SITE APPLICATION,
•
In accordance with C.R.S. 1981, 25-8-702 (2)(a), (b), and (c) , and the "Regulatiofis for Site
Applications for Domestic Wastewater Treatment Works", the Water Quality Control Division mu
determine that each site location is consistent with the longrange, comprehensive planning f
the area in which it is to be located, that the plant on the proposed site will be managed t
minimize the potential adverse impacts on water quality, and must encourage the consolidatio
of wastewater treatment works whenever feasible.
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 a.
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 plant
. in the area.
Proposed effluent limitations as developed in coordination with the Planning and Standar(
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 wi
be finalized to accomplished acceptable waste treatment.
Management capabilities for controlling the wastewater throughout and treatment within t
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.
•
ryc ryr
-4-
WQCD-3 (Revised 8-83)
RULES AND REGULATIONS
OF THE
PINE LAKE SANITATION DISTRICT
ARTICLE 1
GENERAL - EXPLANATORY MATERIAL
SECTION 1.1 SCOPE
These regulations shall be treated and considered as new and comprehen-
sive regulations, governing the operations and functions of the Pine Lake
Sanitation District; and shall supersede any previous regulations of the
District as contained in the minutes of the District which are in
conflict with the provisions hereof.
SECTION 1.2 POLICY AND PURPOSE
It is hereby declared that the Rules and Regulations hereinafter set
forth will serve a public use and are necessary to ensure and protect the
health, safety, prosperity, security and general welfare of the inhabi-
tants of the Pine Lake Sanitation District.
The purpose of these Rules and Regulations is to provide for the control ,
management and operation of the sewerage collection and wastewater treat-
ment systems of the Pine Lake Sanitation District, including additions,
extensions and connections thereto.
SECTION 1.3 TITLES
Titles of articles and sections, when and wherever the same may appear
throughout this Resolution, are used for convenience only and shall have
no relevancy and/or effect upon the terms, provisions and conditions
hereof or of the construction or interpretation of same.
SECTION 1.4 DEFINITIONS
Unless the context specifically indicates otherwise, the meaning of terms
used herein shall be as follows:
Actual Cost shall mean all direct costs applicable to the construction of
a _given sewer line or main, including construction, engineering, inspec-
tion, plan approval fees, etc., which have been paid by the line con-
structor.
Applicant - Any person, corporation, subdivider, developer, partnership
or quasi-municipal entity applying for or requesting service from the
District.
Board and Board of Directors - A board consisting of persons elected to
this Board by a vote of the eligible voters within the District, and in
accordance with the statutes of the State of Colorado, and empowered to
conduct the business of the District.
tr(3.1 75
EXHIBIT NO. 14
APPENDIX B
District Rules and Regulations Exhibit No. 14
87075
19
1
B 1141 REC 02083878 01/08/87 11 : 59 $6 . 00 2/002
F 2188 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
A tract of land located in the Northwest Quarter
(NW}) of Section 17, Township 7 North, Range 67
West, of the 6th Principal Meridian, Weld County,
Colroado being more particularly described as
follows:
Considering the North line of the Northwest Quarter
(NWI) of said Section 17 to bear South 89° 49' 00"
East, and with all bearings contained herein
relative thereto;
Commencing at the North Quarter Corner of said
Section 17; thence along the East line of said
Northest Quarter South 00° 22' 47" West, a distance
of 46.60 feet to a point on the South right-of-way
line of Colorado State Highway 14, as described in
Book 1304 on Page 105 of Weld County, Colorado
records; thence continuing along said East line of
Section 17 South 00° 22' 47" West, 1268.00 feet;
thence North 89° 51 ' 20" West, 684.00 feet; then
South 19° 37' 56" West, 185.41 feet; then South 39°
06' 40" West, 235.00 feet; then North 89° 51 ' 20"
West, 332.00 feet to the True Point of Beginning:
Thence South 00° 13' 56" West, 38O.00 feet;
Thence South 29° 21 ' 10" East, 165.99 feet;
Thence South 00° 13' 56" West, 369.00 feet;
Thence North 89° 48' 51" West, 428.O0 feet;
Thence North 59° 21 ' 45" West, 373.35 feet;
Thence North 00° 13' 56" East, 413.00 feet;
Thence North 54° 42' 20" East, 501.38 feet;
Thence South 89° 51 ' 20" East, a distance of 260.00
feet to the,True Point of Beginning.
The above described tract contains 12.468 acres,
more or less.
EXHIBIT NO. 13
8 1141 1li.C 02083878 -01/08/87 11:59 $6.00 1/002
ARd0 A3dl8 10 _ F 2187 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
- Cult Clain/IJced,
T1115 DTI D is a conveyance. from the individual(s), corporation(s) or other enlily(ies) named below as
GRANTOR to the individual(s)or entity(ies)named below as GRANTEE of whatever interest the GRANTOR
may have in the real property described below.
• the GRANTOR hetebv sells and quit claims to the GRANTEE the real properly described below with all its
.IppurlenOM es
•
. • t he spit die terms o1 this deed are.
Grantor: 'Gil.names)and placers)of res,eence,a the sponsp Of ownemgrento,re losing in to.Deed to release hotne.tearl rights.
nanny grantors as husband end wile.)
• DONALD .1. CARLSON, 7200 East State Highway 14, Ft. Coll ins, CO 80524
Grantee: IOrve name(S)end address lea:statement of address,including available road or street number is required.)
DONALD J. CARLSON, 7200 East 'State Highway 14, Ft. Collins, CO 80524
PATRICIA A. CARLSON, 7200 East State Highway 14, Ft. Collins, CO 80524
• HALLETT WALSTON, 13941 Elmore Road, Longmont, CO 80501
•
DIANE WALSTON, 13941 Elmore Road, Longmont, CO 80501
DEBORAH SANDERS, 13941 Elmore Road, Longmont, CO 80501
( Form 01 Co-Ownership: jit mere are Iwo or more grantee.namea,mey will be consideredtolike as tenant,'in commonunless
r the words in joint ranency"or words of he same meaning ariadded in the apace below I
I11r •
P t Properly Description: pnuude coign y and sow)
rl
See at cached.
•
Property Address: 7200 East State Highway 14, Ft. Collins, CO 8O524
0
a R<Hrvatlons-nestdetlona: Ili the GRANTOR intends to reserve any interest In the property or convey less than he owns.e•rl
the GRANTOR is resrrrcting the GRANTEES riots In the pmotely.make approprierc indication)
(.v<u a by Int Gq^to,on\ /'! 7 19 q-7
o Sbnron able.Is.eorrpsmmn Pannv.n p or Anoeblle,' sip l•
Clarra�ly I dl la ar4)%
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o•pCrai.•In P or A,sof.aliOn Donald .1.J. Ca tdsoll c..^n,
—
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' STATE OF COLORADO I
COUNTY OF Weld I '
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870175
EXHIBIT NO. 13
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TRIP! !TA R.Y. . -AREAS . . _
EXHIBIT N0. 12
_7F_ _
11 'AC. I VCU 11NY — 1 1ytdb
BOXELDER SANITATION DISTRICT
232 Link Lane—P.0. Box 2044
w
t Fort Collins,Colorado 80522
Phone (303) 4934044
3
April 30 , 1986
Norton , Underwood and Lamb , Inc .
Attention : Mike Ketterling , P.E.
1020 28th Ave . , Suite 205
Greeley , Colorado 80631
Re : Pine Lake Village Mobile Home Park
To Whom It May Concern ,
Pine Lake Village Mobile Home Park , located in Section 17 , Town—
ship 7N, Range 68 West of the 6th P.M. , is well beyond the limits
of the Boxelder Sanitation District ' s service area . Furthermore ,
it is located in a drainage basin that is not a tributary of our
sewage treatment plant .
The District does not feel it is feasible at this time to extend
its service area to provide sanitary sewer service to the fore—
mentioned mobile home park .
If you require additional information , please contact our office .
Sincerely ,
Boxelder Sanitation District
Ernest . Croissant
General Manager
EJC/cjn
6.70."'75
EXHIBIT NO. 12
i1
PINE LAKE SANITATION DISTRICT
WASTEWATER TREATMENT FACILITY SITE
LEGAL DESCRIPTION
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER (NW 1/4 ) OF
SECTION 17 , TOWNSHIP 7 NORTH, RANGE 67 WEST OF THE 6TH PRINCIPAL
MERIDIAN, WELD COUNTY, COLORADO; BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
CONSIDERING THE NORTH LINE OF THE NORTHWEST QUARTER (NW 1/4 )
OF SAID SECTION 17 TO BEAR SOUTH 89°49 ' 00" EAST AND WITH ALL BEARINGS
CONTAINED HEREIN RELATIVE THERETO;
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 17 ;
THENCE ALONG THE EAST LINE OF SAID NORTHWEST QUARTER SOUTH
00°22 ' 47" WEST, A DISTANCE OF 46 . 60 FEET TO A POINT ON THE SOUTH
RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 14, AS DESCRIBED IN
BOOK 1304 ON PAGE 105 OF WELD COUNTY, COLORADO RECORDS;
THENCE CONTINUING ALONG SAID EAST LINE OF SECTION 17 SOUTH 00°
22 ' 47 WEST, 1268. 00 FEET;
THENCE NORTH 89°51 ' 20'L.WEST, 684. 00 FEET;
THENCE SOUTH 19°37 ' 56" WEST, 185.41 FEET;
THENCE SOUTH 39°06 ' 40" WEST, 235 . 00 FEET;
THENCE NORTH 89°51 ' 20" WEST, 332 . 00 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE SOUTH 00°13 ' 56" WEST, 380 . 00 FEET;
THENCE SOUTH 29°21 ' 10" EAST, 165. 99 FEET;
THENCE SOUTH 00°13 ' 56" WEST, 369 .00 FEET;
THENCE NORTH 89°48 ' 51" WEST, 428 . 00 FEET;
THENCE NORTH 59°21 ' 45" WEST, 373 . 35 FEET;
THENCE NORTH 00°13 ' 56" EAST, 413. 00 FEET;
THENCE NORTH 54°42 ' 20" EAST, 501 . 38 FEET;
THENCE SOUTH 89°51 ' 20" EAST, A DISTANCE OF 260 . 00 FEET TO THE
TRUE POINT OF BEGINNING.
SAID TRACT CONTAINS 12 .47 ACRES, MORE OR LESS AND IS SUBJECT
TO ANY RIGHTS-OF-WAY OF OTHER EASEMENTS AS GRANTED OR RESERVED BY
INSTRUMENTS OF RECORD OR AS NOW EXISTING ON SAID TRACT.
670175
EXHIBIT NO. II
BOUNDARY DESCRIPTION OF PINE LAKE SANITATION DISTRICT
COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 17, TOWNSHIP
7 NORTH, RANGE 67 WEST OF THE 6TH P.M. , WELD COUNTY, COLORADO AND
CONSIDERING THE NORTH-SOUTH CENTERLINE OF SAID SECTION 17 TO BEAR
SOUTH 00°22 ' 47" WEST WITH ALL OTHER BEARINGS CONTAINED HEREIN RE-
LATIVE THERETO;
THENCE SOUTH 00°22 ' 47 WEST, 676 . 60 FEET ALONG SAID NORTH-SOUTH
CENTERLINE TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 00°22 ' 47" WEST, 1957 . 31 FEET ALONG SAID NORTH-SOUTH
CENTERLINE TO THE CENTER QUARTER CORNER OF SAID SECTION 17;
THENCE NORTH 89°48 ' 51" WEST, 1969 . 74 FEET ALONG THE SOUTH LINE OF
THE NORTHWEST QUARTER OF SAID SECITON 17 ;
THENCE NORTH 00°13 ' 56" EAST, 1950 . 89 FEET;
THENCE NORTH 90°00 ' 00" EAST, 1974 .79 FEET TO THE TRUE POINT OF
BEGINNING.
SAID SANITATION DISTRICT CONTAINS 88. 47 ACRES MORE OR LESS AND IS
SUBJECT TO ANY RIGHTS-OF-WAY OR OTHER EASEMENTS AS GRANTED OR RE-
SERVED BY INSTRUMENTS OF RECORD OR AS NOW EXISTING ON SAID DISTRICT.
870175
EXHIBIT NO. 10
APPENDIX A
District Boundary Description Exhibit No. 10
Treatment Site Legal Description Exhibit No. 11
Letter from Boxelder Sanitation District Exhibit No. 12
Contract to Purchase Exhibit No. 13
8701 75
18
-1
Operation and Maintenance (O&M)
Annual operation and maintenance costs for the District' s
wastewater collection and treatment system are itemized below.
These "present day" estimates will be in addition to the cost of
capital improvements.
Operator' s Salary $19 ,200
Maintenance Labor 2,400
Power Requirements 2 ,760
Chemicals, Supplies and Miscellaneous 600
Effluent Testing 1, 800
Miscellaneous 3 ,240
$30 ,000
The operation and maintenance cost, as shown, is an estimate
of the first year' s cost. The operation and maintenance costs will
be reviewed on an annual basis with an adjustment to the monthly
fee reflecting any increase in operation and maintenance costs.
Monthly service charges will be established to provide the
necessary revenue to maintain and operate the system. It is esti-
mated that a charge of approximately $12 per month per connection
will provide the needed revenue. For comparative purposes , the
following table showing charges by other sanitation districts is
provided :
Residential Service
Charge per Month
Weld County Tri=Area Sanitation District $ 8 . 00
South Loveland Sanitation District 15.00
Milliken Sanitation District 12. 75
South Fort Collins Sanitation District 12 . 00
870175
17
1
COST ESTIMATE
WASTEWATER TREATMENT IMPROVEMENTS
Item
No. Description Quality Unit Unit Cost Amount
1. 8" PVC Sanitary Sewer 200 l.f. 12. 00 $ 2 , 400
2 . Stripping 3 , 500 c.y. 1. 00 3 , 500
3 . Excavation and Fill 20,000 c.y. 2.00 40, 000
4 . Lining 124 ,000 s. f. . 35 43 , 400
5. Aerator 1 l.s. 9,000. 00 9,000
6. Outfall Structure 1 l. s. 5,000 . 00 5, 000
and Piping
7. Chlorination Basin 1 1.s. 7,500 . 00 7 , 500
8. Chlorination Equipment 1 1. s. 8 , 000. 00 8 , 000
9 . Effluent Meter 1 l. s. 5 , 000. 00 5 , 000
10. Electrical Equipment 1 l.s. 6, 000 . 00 6,000
11 . Fence 1, 100 l.f. 4 . 00 4 , 400
Subtotal 134 , 200
10% Contingencies and Miscellaneous 13 , 420
12% Engineering and Administration 16, 104
6% Legal and Fiscal 8 , 052
Subtotal 171, 776
Land and Treatment Site (13 acres ± ) 55 , 000
Total $226 , 776
870175
16
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 con-
struction costs shown are based on 1986 prices. The annual in-
crease is impossible 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 when considering that the current cost
predictions are based on preliminary data at a time that may be
many months prior to actual design and construction. Every effort
will be made to accomplish a final project commensurate with the
financial program that is adopted as a result of this report and
subsequent studies.
15 870175
Financial Analysis
General
The "District will have no long term indebtedness. The owner
of Pine Lake Village Mobile Home Park is arranging long term
financing for the entire mobile home park development. Included
in that financing package are sufficient funds to provide for a
total connection fee payment to the District equivalent to the
capital cost of the sewage treatment plant, its appurtenances, and
land. The park developer will prepay all sewer taps on a per unit
basis to the District so that the District will have no debt for
the initial construction to serve the planned 212 rental spaces.
A monthly service charge as described later in this report
will be paid to the District from park space rental income to pro-
vide a source of revenue for necessary operation and maintenance
costs.
In subsequent sections of this Service Plan, a build out
schedule for the park is shown to be a maximum of 4 years. The
sewage treatment plant and land cost is estimated to be $226,776 .
This results in a per connection cost of $1, 069. 70 for 212 units.
The District will have the authority to assess a mill levy
as an additional source of income. At present , the District does
not anticipate the need for a mill levy.
Although the entire area proposed for service by the Pine
Lake Sanitation District is not included in the District boundaries
initially, that area outside that is planned for mobile home park
rental and zoned R-5 will be served either by long term contract
or by annexation to the District. In either case, connection fees
will be paid to the District in accordance herewith.
Weld County officials have determined that the developers of
the park have the financial capability to discharge the proposed
indebtedenss on a reasonable basis as shown in the following re-
solution taken from the minutes of the November 12, 1986 meeting
of the Board of Commissioners of Weld County: "The area to be
included in the proposed District has and will have the financial
ability to discharge the proposed indebtedness on a reasonable
basis. "
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, easements , legal, fiscal and contingency
items are included as 28% of the estimated construction cost.
870175
14
Legal Aspects
Land and Easements
The District has entered into a contract to purchase the
the site of the proposed wastewater treatment plant. (See Appendix
A, Exhibit No. 13 )
A permanent 20 foot wide easement will be needed for the con-
struction and maintenance of all sanitary sewer lines. Easements
within the District will be provided as necessary when the collec-
tion system is purchased from the owner of the mobile home park.
Agreements
The District will obtain a discharge permit as required by
the Colorado Department of Health, Water Quality Control Division.
All the rules and regulations will be followed to insure the dis-
charge permit is enforced for the life of the plant or as required.
Discussions have been initiated with the owners of the water
rights that would be affected by the discharge into the unnamed
perennial drainageway.
The Rules and Regulations of the District have also been in-
cluded with this site application. (See Appendix B, Exhibit No. 14 )
870175
13
Implementation Plan
The wastewater treatment improvements proposed with the
expansion of the mobile home park are planned to be constructed
during 1987 . The wastewater collection lines will be constructed
in phases over a three (3 ) year period also beginning in 1987.
The actual construction will proceed only after approval of
District formation and the treatment site application. Operation
of the plant will not commence until a discharge permit has been
issued.
870175
12
1
and the employees will be subject to all safety measures as
required by the Department of Health and the Occupational Safety
and Health Administration (OSHA) .
Operation and Maintenance (0 & M)
The stabilization ponds as proposed are relatively simple to
operate. The major items for the operator to monitor for satis-
factory treatment are: 1 ) maintain adequate water levels in each
of the ponds; 2 ) insure normal functioning of submerged aerator;
3 ) provide adequate chlorination ; and , 4 ) provide regular testing
of water quality parameters to ensure proper performance and to
satisfy legal requirements of the State Health Department and the
discharge permit.
Regarding the maintenance of the wastewater treatment plant,
regular daily inspections will be made to check each of the following
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. Perimeter fence.
6. Proper operation of mechanical equipment.
In addition to daily maintenance, the on-going duties will in-
clude keeping the collection and outfall lines clean and freeflowing,
maintaining records on mechanical equipment which detail names of
manufacturer and supplier, specifications, nature and frequency of
maintenance, and record keeping and reporting to the District' s
board of directors on treatment plant performance.
The proposed facilities of the District 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. The
plant operator, as a minimum, will possess a Class "D" wastewater
operators certificate.
It is anticipated that the District will contract with the
Weld County Health Department to sample and test the treated
wastewater for compliance to established effluent limitations.
870175
11
be sealed with a bentonite-soil mixture to meet the Colorado Depart-
ment of Health permeability standards determined for aerated
lagoons.
Polishing Pond - The polishing pond is designed to provide
enough detention time to allow the heavier solids, which are not
broken down, time to settle out. This pond will continue to re-
duce the organic matter in the wastewater utilizing photosynthesis
to obtain the necessary oxygen.
The polishing pond will have a depth of five (5 ) feet to pro-
, vide detention time of 56. 1 days at a capacity of 437 , 500 cubic
feet (10.04 ac.ft. ) . The polishing pond will also be equipped
with a recirculating pump to the aerated lagoon should more oxygen
be required during the treatment process.
Chlorine Contact Basin - The chlorine contact basin will pro-
vide 30 minute detention time at a chlorine dosage of five (5 ) mg/1
at average flow. The facility will be provided with baffle walls
as required to provide the required 40 : 1 length to width ratio.
Collection System - The collection system will be constructed
by the owner of the mobile home park. It will be designed to dis-
charge at a control structure at the sewage treatment facility.
Ownership of the collection system will be transferred to the
Sanitation District for operation and maintenance when the treat-
ment system is operational . The collection system will be con-
structed to conform to the design criteria shown herein and as
otherwise required to meet the regulations of Weld County and the
State of Colorado.
Lateral sewers are designed to carry, when running full, 400
gallons per capita per day, or four (4 ) times the anticipated
average flow. Trunk and outfall sewers are designed to carry 250
gallons per capita per day under the same conditions. All of the
lines within the District will have a minimum diameter of eight (8 )
inches and will be constructed on grades such that at design flow
rates the velocity will be greater than 2. 0 feet per second to pre-
vent the deposition of solids. Due to the shallow bedrock through-
out much of the area and no basement construction, the sewers will
be constructed utilizing a shallower depth than that normally re-
quired .
Manholes will be installed at the end of each line, at all
changes in grade, size or alignment and at distances not greater
than 400 feet apart. The minimum manhole diameter will be 48 inches.
Safety Features
The proposed plant will be fenced and signed as a sanitation
facility. The plant operator will be trained in the use and
operations of safety devices. The wastewater treatment plant
870175
10
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EXHIBIT NO. 8
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SPF: g'! ALTERNATIVE FOR CONNECTING
of TO BOXELDER SANITATION
' S •� _DISTRICT' S SEWER FACILITIES
; _ . +Iu) i I
� �-� J • \ '=I X ° y ; 870175. .-i'l ii - ,
1 i o T . ,ill i - .. _.-LXHIBIT NVa 77.
Also evaluated during the alternative treatment analysis was
the possibility of extending Boxelder Sanitation District' s collec-
tion system to Pine Lake Village. The extension would require 14,050
lineal feet of 8 inch gravity sewer, 7 , 450 lineal feet of force
main and four (4 ) lift stations at an estimated total construction
cost of $410,215. (See Exhibit No. 7 ) In addition to this cost,
the park would still have to install its collection system and pay
the necessary tap and service fees as required by Boxelder' s
district. At the present time, Boxelder' s board of directors is
not accepting systems or designs which incorporate lift stations;
therefore, this alternative was rejected .
The aerated and stablization pond system as proposed an this
report meets the needs of the mobile home park. The system will
operate satisfactorily below its projected design capacity. Also,
this type of treatment facility offers simplicity of operation,
lower operation and maintenance costs, flexi-bility in expansion
and reliability.
Treatment Plant
The aerated lagoon system was choosen based upon cost,
construction schedule, the ability of expansion , the ease of
operation and the ability to meet the needs of the District. The
aerated lagoon system will include an aeration basin, polishing
pond, and permanent chlorination facility. (See Exhibit No. 8 )
When the district reaches the estimated population equivalent
of 583 , the average hydraulic flow to the plant will be 58 , 300 gal-
lons per day. The corresponding organic loading will be 99.1
pounds of BOD per day. The facilities have been designed using
an average hydraulic flow of 100 gallons per capita per day and
an organic loading of 0. 17 pounds of BOD per capita per day for
the current and projected service area of the Pine Lake Sanitation
District.District.
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 effluent requirements as
established by the Colorado Department of Health. Complete mixing
will occur in the 0 . 45 acre aerated pond .
The aerated pond will have a depth of six (6 ) feet to provide
a detention time of 1-5 . 1 days at a capacity of 117 ,600 , cubic feet
(2 . 70 ac.ft. ) . The aerated pond will have one (1 ) , 5-horsepower
submerged aerator to provide oxygen to oxidize (stabilize) the or-
ganic 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 polishing pond . The bottom of the lagoons will
87075
9
Pine Lake Village Mobile Home Community
MOISTURE DENSITY CURVE
#2
LOCATION OF SAMPLE: Center Hot
Light Brown Clayey Silt with Traces of Siltstone/Sandstone Fragments
TEST PROCEDURE:ASTM I1 698-78 "A"
MAXIMUM DRY DENSITY: 105.7 PCF
OPTIMUM MOISTURE: _ 18.4%
106
LL
104
}
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102
o
100
16 18 20 22
PER LENT MOISTURE
870175
EMPIRE LABORATORIES, INC.
EXHIBIT NO. 6
• Pine Lake Village Mobile Home Community
MOISTURE DDNSITY CURVE
LOCATION OF SAMPLE: South Hole
Light Rrown Clav y Silt with Siltetnne/Clayctnne_ Fragments
TEST PROCEDURE: ASTM D 698-78 "A"
MAXIMUM DRY DENSITY: 104.8 PCE
OPTIMUM MOISTURE: _ 18.8%
106
1D4
}
102
0
o
100
14 16 18 20
PER CENT MOISTURE
870175
EMPIRE LABORATORIES, INC.
EXHIBIT NO. 6
h' ;LIVtU t`JUV z tp 1JOO
Empire La-ooratories, Inc.
P.O.Box 503 •
GEOTECHNICAL ENGINEERING&MATERIALS TESTING (303) Collins,
301 No.Howes a Fort Collins,Colorado 80522
October 31 , 1986
Hal Walston
3600 Highway 5
Erie, CO 80516
Re: Pine Lake Village Mobile Home Community
4'Weld County, Colorado
ELI Project #1078-L
Dear Mr. Walston;
A member of our firm obtained soil samples from two (2) backhoe excavations
at_ the above-referenced project in the area of the proposed wastewater
treatment pond and polishing pond. Proctor density tests and permeability
tests were performed on these samples to determine the suitability of this
material for use as a pond liner. Following are the results of the
permeability tests:
Moisture Dry Density Compaction Permeability (k)
Treatment Pond 19.6% 102.8 PCF 97.3% 1 .2 ft/yr
Polishing Pond 19.2% 103.9 PCF 99.1% 2.4 ft/yr
Enclosed are the proctor density curves which were performed in accordance
with ASTM D 698-78. Please contact us if you have any questions regarding
these results.
Very truly yours,
EMPIRE LABORATORIES, INC.
414/X2-t.. r U, cl
Edward J. Paas, P. E.
Longmont Branch Manager
Colorado Registration #15776
/pjk
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•
Branch Offices
M N
P.O.Box 1135 P.O.Box 1744 P.O.Box 10076
Longmont,Colorado 80502 Greeley,Colorado 80632 -Cheyenne,Wyoming 82003
(303)776-3921 (303)351-0460 (307)632-9224
Member of Consulting-Engineers Council 870175
EXHIBIT NO. 6
4 . Groundwater: At the time of the investigation , free
groundwater was encountered in all the borings at depths five and
one-half (5-1/2 ) to six and one-half (6-1/2 ) feet below the surface.
Water levels in this area are subject to change due to seasonal
variations, irrigation demands on and adjacent to the site, fluctua-
tions in the level of the reservoir or pond located in the northeast
corner of the site, and flows in the Larimer County Canal located
adjacent to the northeast corner of the site. In addition, a
perched groundwater condition may occur at the site. Where water
is not already encountered above the bedrock stratum, surface water
may percolate through the upper subsoils and become trapped on the
relatively impervious rock, thus forming the perched groundwater
condition.
Empire Laboratories, Inc. , of Fort Collins, a geotechnical
engineering firm has performed tests on the on-site clayey silt
with bedrock fragments to determine if the material is suitable
for use as a pond liner. Empire Laboratories recommends a bentonite-
soil mixture be used for the liners due to the permeability of the
on-site material not meeting the Health Departments requirements.
Their determination was made based on falling head permeability
tests performed on remolded proctor samples from material obtained
on site by the geotechnical firm. (See Exhibit No. 6 )
Should a pond liner be required it will consist of a bentonite-
soil mixture to insure the seep rate is less than the allowed one-
thirty-second of an inch per day (1/32"/day) . Three pounds of
bentonite per square foot or the required amount to insure the seep
requirement is met will be thoroughly mixed into the on-site clayey-
silt and compacted at ninety-five percent ( 95% ) Standard Proctor.
Treatment Alternatives
Various alternatives were evaluated for providing treatment
to the wastewater generated by Pine Lake Sanitation District. The
two on-site systems studies were: A package plant using the ex-
tended aeration process; and an aerated lagoon followed by a
polishing pond . Each alternative would -include chlorination
facilities and will provide an acceptable effluent.
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 additional operator attention .
3 . Operating costs are higher.
4. The Colorado Department of Health has concluded that
package plants, in general, have a less than satisfactory track
record in Colorado.
870175
8
The applicable water quality standards for this classification are:
Dissolved Oxygen (DO) - 5 mg/1 (minimum)
pH - 6 .5 to 9 .0
Fecal Coliform - 2,000/100 ml
In addition , the District' s wastewater treatment facilities
will be required to provide standard secondary treatment. The
limitations on these effluent parameters are as follows :
30-Day Average 7-Day Average
BOD 30 mg/1 45 mg/1
TSS 30 mg/1 45 mg/1
Oil and Grease Less than 10 mg/1
Total Residual Chlorine Less than 0 . 5 mg/1
The treatment system as proposed by the Pine Lake Sanitation
District, which provides secondary treatment with chlorination,
will satisfy these water quality standards.
Geotechnical Information
A preliminary geotechnical investigation within the District
was conducted during October, 1984 . The report indicated the soil
profile in order of increasing depths in the vicinity of the pro-
posed wastewater treatment plant is as follows :
1. Topsoil : The proposed treatment plant facility is over-
lain by a six (6 ) inch layer of silty topsoil . The topsoil has
been penetrated by root growth and organic matter and should not
be used as a bearing soil or as a fill and/or backfill material.
2. Sandy Clayey Silt: This stratum underlies the topsoil
and extends to the bedrock below. The clayey silt varies to a
silty clay, contains varying amounts of sand and lenses of silty
sand and exhibits low to moderate bearing characteristics in its
damp to saturated in situ condition. When wetted, the silt stra-
tum exhibits little to slight swell potential.
3. Sandstone-Siltstone Bedrock: The bedrock was encountered
in all borings below the upper silts at depths two and one-half
(2-1/2 ) and eight and one-half (8-1/2 ) feet below the surface and
extends to greater depths. The upper one-half (1/2 ) to three and
one-half ( 3-1/2 ) feet of the bedrock is highly weathered ; however,
the underlying sandstone interbedded with minor amounts of silt-
stone and traces of claystone is firm to dense. Lenses of densely
cemented sandstone were encountered in several places throughout
the bedrock stratum. The firm bedrock exhibits high to very high
bearing characteristics; and when wetted, the siltstone and clay-
stone portions of the bedrock exhibit slight to moderate swell
potential.
87C175
7
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EXHIBIT NO. 5
Sewer line extensions required by future District boundary
changes will be provided in accordance with adopted policies of
the Board of Directors. Areas which may be served by gravity sewers
but that are outside the initial District limits will be required
to pay the cost of extensions to serve their development as well
as a fee for their share of treatment.
Wastewater Characteristics - The characteristics of the
District' s wastewater have been estimated based on generally ac-
cepted domestic wastewater strengths and on design criteria re-
commended by the Colorado Department of Health . Future wastewater
loading has been determined using the estimated characteristics
and the projected population.
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 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
coliforms and ammonia may be warranted by a particular situation.
For preliminary design purposes , the following values have been
utilized as domestic wastewater strengths :
BOD - 0. 17 pounds per capita Der day (ppcd )
TSS - 0. 17 ppcd
Water Quality Objectives - The Colorado Water Quality Control
Act of 1973 established the mechanisms required to implement water
pollution controls at the State level. The Water Quality Control
Commission is responsible, by State statute, for the promulgation
of control regulations and to describe prohibitions, standards,
concentrations and effluent limitations on pollutants that may be
discharged into classified waters of the State.
The State is also responsible for operating a discharge per-
mit system for wastewater treatment facilities which is administered
by the Colorado Department of Health. The Pine Lake Sanitation
District will be required to obtain a discharge permit as well as
an Amendment to the 208 Plan as administered by the Larimer-Weld
Regional Council of Governments.
Water quality standards have been adopted for river basins
within the State. The unnamed drainageway into which the District
will discharge is a tributary to Segment 13 of the Cache La Poudre
River. This segment is classified for secondary contact recreation,
warmwater aquatic life class 2 , and agriculture. (See Exhibit No. 5 )
870 r
6
Design Criteria
Population Projection - Initial project planning indicates
that the expansion of the mobile home park from the present 34
units to 212 units will occur over a four (4 ) year period. The
population during this period will grow from 94 to a total of 583
persons assuming 2 . 74 persons per mobile home.
Several factors have been identified as reasons for expecting
complete development of the mobile home park within the specified
four (4 ) year period :
1. The location offers easy access to either Fort Collins or
Greeley.
2 . Aesthetically the park offers a spectacular view of the
front range mountains . The rental spaces within the park will range
from 6 , 000 to 11 , 000 square feet to better accommodate the larger
mobile homes currently being manufactured.
3 . Recent development in and around Fort Collins (i .e. ,
Anheuser Busch brewery) along with the potential growth of satel-
lite companies.
4 . The quality and affordability of new mobile homes has in-
creased in recent years allowing a larger percentage of people to
become homeowners.
5 . Market analyses have concluded there is a need for addi-
tional mobile home spaces. Vacancy rates in comparable parks is
very low.
6. The site has excellent access via Colorado State Highways
14 and 257.
It is not the intention of the park owner to increase the
number of rental spaces above 212 ; therefore, the 10 and 20 year
population projections for the mobile home park will also be an
estimated 583 people.
Design Period - In the planning of improvements , it is
necessary 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. Regardless of the design period
chosen, however, facilities must be designed to function efficiently
at both the present and future estimated populations.
In the case of the proposed Pine Lake Sanitation District,
the population growth is expected to occur within a four (4 ) year
period and remain essentially constant.
870175
5
PIN_ LAKE SANITATION DISTRR, D
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PREPARED BY:
NELSON ENGINEERS
822 7TH STREET
GREELEY, COLORADO 80631
870175
EXHIBIT NO. 4
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W❑ — ..—__. ———————— - , 1 .— ,— EXHIBIT—NO. 3
PINL LAKE SANITATION DIS FRICT
__� �N W Cor. Sec. 17,
T. 7N. , R. 67 W. N. IA Cor. Sec. 17
_ T. 7N., R. 67 W.
Colorado State Hwy. 14 (2-lane paved)
6
- 34 Existing = — -=-
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S. Line N. W. IA , Sec. 17—"
1 I LEGEND
I I I Proposed Sanitation
District Boundary
--- — Land Zoned R-5
Adjacent Property Lines
-- Easement Line
Drainageway (unnamed) 87017,)
Sanitary Sewer Collection •
Line and Direction of Flow
EXHIBIT NO. 2
Engineering Report
General
The Pine Lake Sanitation District and facilities are
shown on Exhibit No. 2. It encompasses 87 . 5 acres. The
contributors to the wastewater collection and treatment systems
will consist of the 212 mobile homes located on the northerly
57. 37 acres (3.7 units Der acre) of the property. The mobile
homes will be located on rental spaces with the present owners
retaining land ownership.
The legal description of the proposed District boundary and
the wastewater treatment site are provided . (See Appendix A,
Exhibit No. 10 and No. 11 )
The District is located outside the Flood Hazard, Airport,
and Geologic Hazard Overlay Districts as designated by Weld County.
The only domestic water well within one mile of the District,
listed on the master extract list for Division 1, Ground Water
Section of the State ' s Division of Water Resources (Exhibit No. 3 )
is located on the Pine Lake Village property under the name of
Howard H. Gordon. (See Exhibit No. 4 ) This well is not being used
nor is there planned use for the well as a source of potable water.
The North Weld County Water District serves potable water to the
park and will continue to do so.
The nearest existing wastewater service entity to the District
is the Boxelder Sanitation District. That District boundary is
located three miles west of Pine Lake Village. Pine Lake Village
is in a drainage basin which is not tributary to the Boxelder
Sanitation District wastewater treatment facility. As a result,
extensive pumping, using lift stations and force mains for long
distances is required . Such added costs of facilities makes
connection with Boxelder infeasible. Ernest J. Croissant, Box-
elder' s general manager indicated that it is not feasible to ex-
tend their service area to include Pine Lake Village. (See Appendix
A, Exhibit No. 12 )
The proposed wastewater treatment plant is designed to be
operated as a flow through treatment facility. The effluent will
be discharged into a natural drainageway with no plans of water
reuse on site.
The District will discharge into an intermittent drainageway
which joins a perennial stream approximately one-eighth (1/8 ) mile
to the West. The District will be the only permittee discharging
to this water body and is expected to have no detrimental effect
on the stream. The maximum discharge from the proposed treatment
facility is anticipated to be less than 0. 09 cubic feet per second
or approximately 40 gallons per minute.
870175
4
measurements were taken prior to water being turned into either
the Larimer County or Larimer and Weld Canals. It is assumed that
at this time of year the flow in this drainageway is at its lowest.
The flow was conservatively determined to be 0. 34 cubic feet per
second (cfs ) or approximately 153 gallons per minute (gpm) .
The surrounding properties outside the limit of the District
range in size individually from 2. 95 to 156 acres. They are sparsely
populated and zoned agricultural. The proposed District encompasses
only the south 87. 5 acres of Pine Lake Village properties.
The area outside the District which may be served by gravity
sanitary sewer flow has been estimated to be 370 acres. Development
on these adjacent properties is not anticipated in the near future.
At the time development does occur, the services of the District
can be expanded as needed.
870175
3
of septic tanks and leach fields. A system, such as this, is
generally unacceptable to County and State health officials due to
difficulties encountered in monitoring these facilities on a regu-
lar basis and providing continuity regarding responsibility for
the proper operation and maintenance of the facilities.
The site is presently served by other public utilities which
are required for development. These utilities are:
Water - North Weld County Water District
Gas - Public Service Company of Colorado
Electricity - Poudre Valley Rural Electric Association
Telephone - Mountain Bell
Fire - Poudre Fire Authority
School - Weld County School District RE4
All of the above utilities have been contacted concerning
their adequacy of facilities and all have expressed a willingness
and capability to provide the necessary services to the proposed
development.
Physical Aspects
The topography of the District slopes predominantly to the
south and southwest. The Larimer County Canal, at the northeast
corner of the boundary, flows in a southeasterly direction.
Weld County Road 15 is located approximately one-eighth (1/8 )
mile to the west. The southern boundary lies adjacent to the Platte
River Power Authority transmission line easement.
The drainageway into which the wastewater outfall will dis-
charge is located along the eastern edge of Section 18 . This drain-
ageway flows south until it is intercepted by the Larimer and Weld
Canal in the Northeast Quarter (NE-1/4 ) of Section 19 . Approximately
270 feet upstream of this point on the drainageway there is a
structure which diverts water to Smith Reservoir. The water stored
in Smith Reservoir is utilized to irrigate surrounding acreages .
The outlet pipe from Smith Reservoir crosses underneath the Larimer
and Weld Canal and discharges into a continuation of the natural
drainageway which eventually empties into Timnath Reservoir some
two miles southwest of Pine Lake Village.
The existing drainageway has a perennial flow. During the
growing season , irrigation waste runoff from adjacent lands flows
into this drainageway substantially increasing the amount of water
carried. The area which contributes runoff to this drainageway to
the point of interception by the Larimer and Weld Canal is approxi-
mately 765 acres.
Weir measurements were taken on April 22 and 25, 1986 , on the
drainageway at the point of diversion to Smith Reservoir. These
870 `?
2
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PREPARED BY:
-NELSON ENGINEERS
822 7TH STREET
GREELEY, COLORADO 80631
870175�-
EkN13iT NO. I
Introduction and Overview
General
The Pine Lake Sanitation District and its Service Plan was
approved by Weld County with the intent to provide a complete
local sanitary sewage collection and treatment system for the
District. The District Court is in the process of reviewing the
Service Plan for the final step in the formation of the District.
The Court has shown no opposition to the formation of the
District, therefore, the District is filing the Site Application
and request for Major Amendment to the 208 Plan so that the review
process can begin. Pine Lake Sanitation District will be created
through the District Court process prior to approval of the Site
Application and Major Amendment to the 208 Plan.
This report has been prepared by Nelson Engineers for in-
formational purposes to accompany the Colorado Department of
Health "Application for Site Approval" for the Pine Lake Sanitation
District wastewater treatment facility. It has been prepared 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 Pine Lake
Sanitation District with pertinent information for the evaluation
of the proposed wastewater treatment facility and site. This re-
port will address the preliminary design , regulations, and other
related matters of the treatment facility. The wastewater treat-
ment facility will discharge the effluent into a natural drain-
ageway in accordance with all local , county, state and federal
regulations.
Description of the Area
The area to be served is located in the Northwest Quarter
(NW-1/4 ) of Section 17 , Township 7 North , Range 67 West in Weld
County. The site is one-half (1/2 ) mile west of Colorado State
Highway 257 on the south side of Colorado State Highway 14 . The
intersection of Interstate 25 and Colorado State Highway 14 is
four and one-eighth (4-1/8 ) miles to the west, and the Town of
Windsor is approximately six and one-half (6-1/2 ) miles to the
south. (See Exhibit No. 1 )
The existing development consists of a 34-unit mobile home
park known as Pine Lake Village. In June of 1985, the Weld County
Commissioners approved a change of zone for 75 . 72 acres from agri-
culture to R-5 (mobile home residential ) . This change of zone was
required to expand the existing development from 34 to 212 units.
There is a privately owned wastewater collection and treat-
ment system serving the existing Pine Lake Village. It consists
870175
PINE LAKE SANITATION DISTRICT
WASTEWATER TREATMENT FACILITY
SITE APPLICATION
INDEX
Introduction and Overview 1
Engineering Report
4
Legal Aspects
13
Financial Analysis 14
Appendix A 18
Appendix B 19
870175
ATTACIRIENT TO SITE APPLICATION
In accordance with C.R.S. 1981, 25-8-702 (2)(a), (b), and (c), and the "Regulations for Site
Asplications for Domestic Wastewater Treatment Works", the Water Quality Control Division must
determine that each site location is consistent with the longrange, comprehensive planning fn:
t-e arca in which It Is to be located, that the plant on the proposed site will be managed t.:
minimize the potential adverse impacts on water quality, and must encourage the consolidation
ofwastewater treatment works whenever feasible.
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 and
showing the applicant's capabilities to manage end 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.
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 w!:'
be finalized to accomplished acceptable waste treatment.
Msn:gement capabilities for controlling the wastewater throughout and treatment within the
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.
-4-
WQCD-3 (Revised 8-83)
tifC_ 75
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 Annroval Dlsa poroval Cowmen[
1 na ure of Re resen to tive• Management g cy
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 Planning
7.
State Geologist
(For lift stations, the signature of the State Geologist is not required. Applications for
treatment plants require all signatures.)
t_ 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/4:7;7i/ / C-j��67� Donald J. Carlson
S igdature ofl pplYLant TYPED NAME
•
-3-
WQCD-3 (Revised 8-83)
8""0'x'13
8. Who has the responsibility for operating
Pine Lake Sanitation District the proposed facility?
9• Who owns the land upon which the facility will be constructed?
Pine Lake Sanitation District ----
(Please attach copies of the document creating authorit construct the proposed facility at this site.) y in the applicant to
10. Estimated project cost: $226,776
Who is financially responsible for the construction and operation of the facility?
Pine Lake Sanitation District
11. Names and addresses of all water and/or sanitation districts
within 5downstream of proposed wastewater treatment facility site, North Weld miles
•
rict P. 0. Box 6 Lucerne CO. 80646• r'c P. 0. Box 2044 Ft. Collins, Colorado 80522
•
Attac a separate s eet o paper r necessary,
122. 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 thL flood plain been designated by the Colorado Water
Depart-nt of Natural Resources Conservation Board,
or other Agency? n/a
what is that4esignation? (Agency Name)
If ;u, n/a
13. Please include all additional factors that might help the Water Quality Control
D:. -ion make an informed decision on your application for site approval.
The a e, ing individually owned and operated treatment facility will be in-
or rated into the newly formed sanitarian district allowing growth as
approved by Weld County with the recent rezoning to R-5
B. Information regarding lift C ti • N/a
1. The proposed lift station when fully developed will generate the following additional
load: Peak Hydraulic (NCD)
P.E. to be served
2. Is the site located in a 100 year flood plain?
If yes, :.:: 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. :lame an .Tess of facility providing
treatment:
5. The pro?.sed lift station when fully developed will increase the loading of the
treatment plant to Z of hydraulic end S of organic capacity and
agrees co treat this wastewater? Yes Nn
%Treacment Agency)
Date — Signature and 'hale
-2—
WQCD-3 (Revised 8-83)
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 GPD CAPACITY.
B) INTERCEPTORS (IF REQUIRED BY C.R.S. 25-8-702 (3)) •
APPLICANT: Pine Lake Sanitation District
ADDRESS: 7200 East State Highway 14, Fort Collins, CO. 80524 PHONE: (101) 224-7477
Consulting Engineer's Name and Address: Nelson Engineers, 822 7th Street Suite 520 Grrelev
Colorado 80631
PHONE: (303) 356-6362
A. Summary of information regarding-new sewage treatment plant:
1. Proposed Location: (Legal Description) 1/4, . NW 1/4, Section 17
Township 7 N , Range 67 W ,
Weld County.
2. Type and capacity of treatment facility proposed: Processes Used Aerated stabili-
zation pond, polishing pond, and chlorination
Hydraulic 58 301 Organic qq
gal/day lbs. D0D5/day
Present PE 94 Design PE 583 X Domestic 100 X Industrial 0
3. Location of facility:
Attach asap 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 Intermittent draina nawav
Subsurface disposal n/a Land n/a
Evaporation n/a Other n/a
State water quality classification of receiving watercourse(s)In s • . ass alCm
Proposed Effluent Limitations developed in conjunction with Planning and Standards
Section, WQCD: BOD5 30 mg/1 SS 45 mg/1 Fecal Coliform 200n /100 ml
Total Residual Chlorine n/a mg/1 Ammonia n/., mg/1 Other pH 6.5 to 9.0
5. Will a State or Federal grant be sought to finance any portion of this project? Mn
6. Present zoning of site area? R-5
Zoning with a 1-mile radius of site? Agriculture with residential exemption
7. What is the distance downstream from the discharge to the nearest domestic water
supply intake? None known
(Name of Supply)
(Address of Supply)
What is the distance downstream from the discharge to the nearest other point of
_Sverslon?_0.8+ miles to Smith Reservoir jl rriner inn(
(Name o User}
Wilbur Miller, 6691 Weld County Road 80, Fort Collins, Colorado 80524
(Address of User)
-1-
WQCD-3 (Revised 8-83)
870 75
Hello