HomeMy WebLinkAbout20230150.tiff-14710��'�e Work Phone # %� #'S�Yio�ne Phone # lv�Ije1
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City/State/Zip Code .
PLANNED UNIT DEVELOPMENT (PUD) CHANGE OF ZONE APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT # /AMOUNT # /$ CASE # ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
f1J'7 L33 _ I_ aoParcelNumber ot
(12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us)
(Include all lots being included in the application area. If additional space is required, attach an additional sheet.)
Pr s a iv I 3 - I (0"
Legal Description L_ol 1> at 1 C' '2o' ection , Township N h, Range West
Property Address (If Applicable) 4,1
Existing Zone District:Ajt?Cttktt4CkFroposed Zone District:C-416
Proposed #/Lots:
Acres Open Space: �" °
Are you applying for Conceptual or Specific Guide?
Conceptual
FEE OWNER(S) OF THE PROPERTY (If additional space is required, attach an additional sheet.)
Name: LisA.t1/�ILGN��✓4�� (3,2.'yJOUfJ t �'� th2Actiel
Email Address L
A t ff ) CO • g eaaa
Total Acreage:
Specific
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APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent)
Name:
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Work Phone # Home Phone # Email Address
Address:
City/State/Zip Code
UTILITIES: Water: LL
Sewer:
Gas:
Electric:
Procai
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Phone: Ovine Chotoa-.-
DISTRICTS: School:
Post:
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I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or
contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of
property, must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be
included with the application. If a corporation is the fee owner, notarized evidence must be included indicating the
signatory has the legal authority to sign for the corporation. I (we), the undersigned, hereby request hearings before the
Weld County Planning Commission and the Board of County Commissioners concerning the proposed Change of Zone
for the a% e ve described unincorporated area of Weld County, Colorado:
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S gnature: Owner or A►�hcr' ed Agent Date
Authorize + • . ent Date
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7
DEPARTMENTS OF PLANNING
BUILDING, DEVELOPMENT REVIEW
AND ENVIRONMENTAL HEALTH
1555 NORTH 17TH AVENUE
GREELEY, CO 80631
AUTHORIZATION FORM
LI sc. 4 6 g_tuueothu , itiu 45 /Ito yeuctill
I, (We), WI 1,l- � C�-riZ , give permission to S (�-/'Y1 2, 614 (�� N'�',I�(Owner - pleae prirtt) (Authorized Agent/Applicant—please print)
to apply for any Planning, Building, Access or OWTS permits on our behalf, for the property located at (address or
parcel number) below:
t71- 33- I - 00 - cii
Legal Description: _AT
Subdivision Name:
Property Owners Information:
of Section �, Township / N, Range (p (4O W
•
Address: [ &45-asse \Ij'tqiN24 OI2IUt
Lot Block
Phone: -1?-O , q2'r-zi E-mail: Z —N /53 e (.-o neiCvnte 1 . N FT •
Authorized Agent/Applicant Contact Information:
Address:
siterme, tot& owNerzS
Phone: E -Mail:
Correspondence to be sent to: Owner na_ Authorized Agent/Applicant by: Mail n Email
Additional Info:
Owner Signature:
Owner Signature:
9/10/21
(AJAX
/1/47-1
IC -4111
Date: ‘)3 --- -6 as
Date: ;A.
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9
The proposed Cluster PUD meets the standards of Section 27-10-20 of the Weld County Code as follows:
A. If the Cluster PUD is proposed on agricultural lands, the land shall be currently used or capable of
being used for agricultural production such as farming and ranching operations for the next forty (40)
years from the date of final approval. The Cluster PUD is proposed on agricultural lands, which are
currently used for agricultural production per the Weld County Assessor's Property Report valuation of
land. Approval of the subject Cluster PUD would not impede this use.
B. The Outlot shall be restricted to operations and be free from development for any other uses for a
period of forty (40) years from the date of final approval. As part of step 2 of the PUD process, the PUD
Change of Zone plat will include limitations on the uses that may occur on the Outlot. No commercial,
industrial or residential uses shall occur on the Outlot. Agricultural uses will be restricted to operations
only and no development may occur. This preserved land shall not be developed for at least forty (40)
years from the date the PUD Final Plan is approved.
C. A minimum of two-thirds of the total area of the tract must be reserved for the preservation of
contiguous land. The property is approximately 122.5 acres in size. Two-thirds of this area is
approximately 81.6 acres. The applicant is voluntarily exceeding this minimum reservation of 81.6 acres
as the proposed Outlot is approximately 110 acres.
D. The outlot may be used for all agricultural uses by right, as passive view corridors, recreation or the
preservation of environmentally sensitive features such as wildlife habitat or critical areas. The Outlot
will continue to be used for agricultural production including growing hay contains existing ditch
infrastructure. It will also provide a passive view corridor to the six (6) small lots and the surrounding
lands.
E. Public access to the Outlot is not a requirement. The Outlot may be substituted for the common open
space requirement used in the traditional Planned Unit Development application. Public access to the
Outlot will be further discussed in the PUD Change of Zone and Final Plan applications.
F. The intent of the A (Agricultural) Zone District as outlined in Chapter 23 and the Comprehensive Plan,
Chapter 22 of this Code, including Weld County's Right to Farm, Appendix 22-E, shall be met. This PUD
will not interfere with the surrounding A (Agricultural) zoned properties in unincorporated Weld County.
The intent of the A Zone soundly applies to the proposed use of the Outlot. This PUD is in line with the
goals of the Weld County Comprehensive Plan and is supported by the Weld County Right to Farm
Statement.
G. A Cluster PUD may be used in urban and non -urban areas. A Cluster PUD shall follow the procedures
as outlined in this Code. A Cluster PUD is equally permittable in currently defined urban or non -urban
areas per the PUD Ordinance. Given that this part of Weld County contains both urbanizing and
nonurbanizing features, a Cluster PUD is an appropriate land development tool.
H. The number of single-family residential units must not exceed two (2) per thirty -five -acre increment.
The residential lots created by this option may not be further subdivided in the future. This ratio is
illustrated in the table below. The property is approximately 122.5 acres in size. There are approximately
3.5 thirty -five -acre increments within this parcel. Two (2) residences are allowed per each of these
increments, giving a total allotted residential unit of seven (7). As only six (6) single family residential
units are proposed, this PUD proposal is compliant.
Additionally, the six (6) proposed small lots comply with the PUD Water Provision per Section 27-2-210
of the Weld County Code which states an exception may be granted for nine (9) lots or less residentially
clustered PUDs when public water is not available and the residential PUD results in an intensity of
development that preserves and enhances agricultural lands and production. A PUD applying for an
exception to the public water requirement must be considered a nonurban scale development as
defined in this Chapter. A PUD not served by public water shall preserve a minimum eighty -acre
agricultural Outlot except for Cluster PUDs
SPECIFIC DEVELOPMENT GUIDE PER ARTICLE VI CHAPTER 27 OF THE WELD COUNTY CODE:
Sec. 27-6-30. Major components of development guide:
Sec. 27-6-40. Component One -environmental impacts.
1 -noise and vibration: the lots are well distance from one another and closest residential estate
lot neighborhood is several hundred feet from the proposed PUD therefore noise and vibration
will not be an issue.
2 -smoke, dust, odors: the lots are several hundred feet from the nearest neighborhood of
estate lots and we do not anticipate this to travel to that distance and be an issue.
3 -heat, light, and glare. The same as above, several hundred feet distancing from the closest
neighborhood.
4 -visual -aesthetic impacts- The single family residential homes shall follow Weld county code for
building single family homes and adhere to Weld county's building permits.
5 -electrical interference- we do not anticipate any interference as Excel energy will run electrical
lines according to Weld county code.
6 -water pollution-PUD estate lots with have their own septic systems and water systems.
7 -wastewater disposal -each estate lot will have their own individual septic system.
8 -wetland removal -the PUD site is dry land however if a wetland condition were to develop then
it shall be managed by physically removal the wetland area by cutting, mowing, or uprooting the
wetland by hand or by machinery.
9 -erosion and sedimentation -the builders/construction company shall follow an erosion and
sedimentation control plan as designed by their structural/civil engineer. Measures include
those necessary to delineate areas of work/disturbance, prevent erosion of unstable or
denuded areas, plan for construction staging and storage logistics, construction of
stabilized access points, and proper containment measures for construction materials
and waste.
10 -excavating, filling and grading -The owners shall hire a license land grading company to
perform this work and the contractor shall follow the building permit and Weld county code
requirements.
11 -drilling, ditching and dredging -The land has ditches that are already dredged along CR 31. A
license contractor shall dredge and form ditches along with coverts as needed to provide for
water drainage.
12 -air pollution -The home owners shall follow recommended advise from the State of Colorado
to decrease air pollution thru transportation, environmental factors, household factors and
lawn/gardening tips provided on their website.
13 -solid waste -each estate lot residential dwelling shall use a dependable disposal waste
company to remove in a timely fashion of all solid waste, trash.
14 -wildlife removal- there are no wildlife present on this raw parcel of land.
15 -national vegetation removal -land currently has no vegetation grow, no trees, grass or
bushes.
16-radiation/radioactive material- land survey/improvement survey and previous records do
not show any presence of this type of material.
17 -drinking water source -each estate lot/residential single family home shall apply for individual
water wells.
18 -traffic impacts -no traffic study is needed according to Weld County public works
Sec. 27-6-50. Component Two -service provision impacts.
1 -schools (school age children may choose to attend Brighton 27J school district or any other
school of their choosing).
2 -law enforcement -will be provided by Weld County Sheriff's Office, Patrol district 3
3 -fire protection -Brighton fire rescue district 52
4 -ambulance -emergency service by Platte valley ambulance service
5 -transportation -the cluster PUD is accessible by CR 31 which is a collateral road to a private
access road, granted ROW by City of Brighton. Access road will be paved and is 60 feet wide with round
about at end to provide turn around for emergency vehicles per Weld County Code Sections 22-3-60
thru 22-3-190.
6-A traffic impact analysis was waived by Department of Public works, see referral in PUD
packet.
7- Storm drainage study was waived after drainage report submitted by drainage engineer, see
drainage report in PUD packet.
8- Utility Provisions -United Power will be providing electricity and gas will be provided by
individual propane tanks.
9- Water provisions- each lot owner shall apply for a well permit thru Colorado water resources.
10- Sewage disposal- each lot owner shall apply for a OWTS permit thru Weld County.
11- Structural Road improvements- a 60 ft paved road will be developed according to Weld
county code to allow access to the PUD district, currently there is 30 ft gravel private access road. ROW
permit was granted thru City of Brighton from CR 31 onto private access road.
Section. 27-6-60. Component three -landscaping elements.
1- The 6 lots are 3 plus acre estate lots. Each individual lot owner shall development their own
landscape plan with elements according to Weld County code for individual estate lots.
Section. 27-6-70. Component four -site design
1- There are no topography and no irrigation ditches on this PUD.
2,3,4 - Comprehensive Plan Conformance: Section 22-2-10 of the Weld County Comprehensive
Plan contains Guiding Principles that are the foundation for land use policy in the County. All of
the Goals and Objectives within the Weld County Comprehensive Plan are adopted with the
intent that they are consistent with the Guiding Principles. This proposal supports two (2)
relevant Guiding Principles. A. Respecting Our Agricultural Heritage. Weld County has an
agricultural heritage built upon the hard work of pioneers and farmers on traditional family
farms. Weld County is now one of the most economically productive agricultural counties in the
nation. The Weld County Right to Farm Statement and the Goals and Objectives in this Plan
support the importance of agriculture in the County. This application utilizes a development tool
that expressly accounts for the retention of agricultural farm ground in the form of a reserved
Outlot. Furthermore, this Cluster PUD protects this large Outlot of land for specific agricultural
purposes for forty (40) years, should the PUD Final Plan be approved. B. Respecting Private
Property Rights. One of the basic principles upon which the United States was founded is the
right of citizens to own and utilize property so long as that use complies with local regulations
and does not interfere with or infringe upon the rights of others. The property owners have
requested to divide their land to create several small lots for family members to build
residences. This proposal does not appear to interfere with or infringe upon the rights of others,
as demonstrated by the relatively limited referral responses at this stage of the PUD application
process. Additional referral and surrounding property owner input will be solicited during the
PUD Change of Zone and Final Plan applications
5 -N/A
Sec. 27-6-80. Component Five -common open space usage
1 -Each estate lot is comprised of 3 plus acres and elimination of common open space within the
proposed PUD allows for each lot to have adequate open space.
Sec. 27-6-90. Component Six-signage.
1-Signage shall be placed in accordance with the Weld County code.
Sec. 27-6-100. Component Seven- RUA impact.
1 -The Planning dept. will review the PUD application for development inside the RUA with the
applicable standards are set forth in Chapter 26.
Sec. 27-6-110. Component Eight -Intergovernmental agreement.
1- The Planning dept. will review the PUD application to determine if an intergovernmental
agreement in conjunction with the PUD application standards are set forth in the agreement.
Change of Zone
Planning C►uestionnaire
1) The purpose of this request is to develop a Cluster PUD of 4 three -acre estate lots.
2) The land is use for agricultural purposes such as raising cattle and harvesting hay and corn.
3) The proximity of proposed use of the residences are closest to CR 31, east of irrigation pond
and ditch and 50 acres east of the land used for cattle and harvesting.
4) The proposed rezoning is not due to any faulty zoning, its sole purpose is to allow for 4 estate
lots for family to live on.
5) The existing land uses are for harvesting hay/corn and raising cattle and rezoning the 4 lots will
n ot affect the agricultural land use on the west side of the ditch and irrigation pond.
6) Our soil report showed good soil with no existence of any soil limitations. See copy of soils
report with cluster PUD pre application on file.
7) Our change of zone proposal is consistent with Weld County's comprehensive plan and is
compliant with Chapter 22 of the Weld County code. Our proposal is compliant by maintaining
an agricultural land use designation. We as landowners voluntarily with conserve agriculture
land use and our proposal doesn't not interfere with our already irrigation land use. We own
and will keep our water share and have looked into purchasing additional water shares thru
Brighton Lateral Ditch. As landowners we intend to promote a quality environment which is
free of vehicles, refuse and unsightly materials. We have established that there is adequate
water supply thru State Division of Water Resources for each 4 estate lots to have their own
individual water well permit, see letter from the State of Colorado Division of Water Resources
included with the cluster PUD application file. Each lot will have its own OWTS. Access road is
already present, and City of Brighton has given ROW access permit #BP -21-01386 as they are
owners of CR 31. Per Western Engineering Consultants drainage report, their report shows there
is adequate stormwater drainage, see their report on file with our cluster PUD application.
8) The does not pertain to our proposal as we do not have any future development of the
surrounding area or have any adopted master plans of affected municipalities.
9) -noise and vibration: the lots are well distance from one another, and closest residential estate
lot neighborhood is several hundred feet from the proposed PUD therefore noise and vibration
will not be an issue. -smoke, dust, odors: the lots are several hundred feet from the nearest
n eighborhood of estate lots, and we do not anticipate this to travel to that distance and be an
issue. -heat, light, and glare. The same as above, several hundred feet distancing from the
closest neighborhood. -visual-aesthetic impacts- The single family residential homes shall follow
Weld county code for building single family homes and adhere to Weld county's building
permits. -electrical interference- we do not anticipate any interference as Excel energy will run
e lectrical lines according to Weld County code. -water pollution-PUD estate lots with have their
own septic systems and water systems. -wastewater disposal -each estate lot will have their own
individual septic system. -wetland removal -the PUD site is dry land however if a wetland
condition were to develop then it shall be managed by physically removal the wetland area by
cutting, mowing, or uprooting the wetland by hand or by machinery. -erosion and
sedimentation -the builders/construction company shall follow an erosion and sedimentation
control plan as designed by their structural/civil engineer. Measures include those necessary
to delineate areas of work/disturbance, prevent erosion of unstable or denuded areas,
plan for construction staging and storage logistics, construction of stabilized access
points, and proper containment measures for construction materials and waste. -
excavating, filling and grading -The owners shall hire a license land grading company to perform
this work and the contractor shall follow the building permit and Weld county code
requirements. -drilling, ditching and dredging -The land has ditches that are already dredged
along CR 31. A license contractor shall dredge and form ditches along with coverts as needed to
provide for water drainage. -air pollution -The homeowners
shall follow recommended advise from the State of Colorado to decrease air pollution thru
transportation, environmental factors, household factors and lawn/gardening tips provided on
their website, -solid waste -each estate lot residential dwelling shall use a dependable disposal
waste company to remove in a timely fashion of all solid waste, trash, -wildlife removal- there
are no wildlife present on this raw parcel of land. -national vegetation removal -land currently
has no vegetation grow, no trees, grass or bushes, -radiation/radioactive material- land
survey/improvement survey and previous records do not show any presence of this type of
material.
10) This is not applicable to our proposal as our land is not located within any overlay zoning district
or a special flood hazard are identified by maps officially adopted by the County.
Change of
Zone
Development Review
C►uestionnaire
1) Currently the land is zoned agricultural, and our proposal is for a change of zone to allow for 4 -
three -acre estate lots. The access location is off of CR 31. The City of Brighton are the owners
of CR 31 and have issued a ROW permit (permit # BP -21-01386). The closest intersecting county
road is % mile south of the access road off CR 31 to nearest intersection of CR 2 & CR 31.
2) There are no anticipated changes to an existing access.
3) There is not an existing gate or a proposed gate to access the road or future lots.
4) There are no accesses on adjacent parcels or on parcel located on the opposite side of the road.
5) The land is flat and without trees or bushes that could obstruct anyone's view of the road,
Northbound or Southbound traffic. They are no anticipated difficulties seeing oncoming traffic
from this proposed access.
6) There are no horizontal curves in the vicinity of the access road. The access road in flat and
straight as well as CR 31 is flat and straight.
7) The topography of the access road and CR 31 is flat in the vicinity of the existing access.
Change of Zone
Environmental Health
Questionnaire
!) The proposed potable water source for each of the 4 estate lots will be individual water wells after
they obtained their well permits thru Colorado State Division of Water Resources. See letter on file with
the Cluster PUD application stating there is adequate water sources available for the 4 proposed estate
lots to apply for an individual water well.
2) The proposed sewage disposal system with include an OWTS for each individual lot. "A new on -site
wastewater treatment system is proposed". There are no existing OWTS on this land.
fThGHpLAmgENGIiEERIN.G.&DEsTGN,ttc
555 MAIN STREET, P.O. BOX 1077, HUDSON, CO 80642 • PHONE: 303-857-9280 • FAX: 303-857-9238
Date: May 26, 2021
Lisa Nguyen
1726 Virginia Drive
Fort Lupton, CO 8621
Phone: 720-988-5023
Email:•
[n1 ....g'comoas t net
RE: To provide an Onsite Wastewater Treatment System (OWTS) for the proposed 4
bedroom home located at Parcel No. 147133100011, Lot D of Recorded Exemption RECX
20-0040, A Part of the S1/2 of the N1/2 of Section 33, Ti N, R66W of the 6th P.M., Weld
County, CO.
Job #21-2400
PRELIMINARY INVESTIGATION - 04/29/2021
There are no existing structures located at the above -described site. The proposed well is
located North of the proposed home. Any water well must be a minimum of 100 feet from
the STA. There are no records of existing septic systems per Weld County Department of
Public Health and Environment (WCDPHE).
The topography at the site slopes approximately 3.25% to the West -Southwest. The
information obtained from Natural Resources Conservation Service (NRCS) indicates that
Map Unit 44 consists of Olney loamy sand, 1-3 percent slopes; Map Unit 47 consists of
Olney fine sandy loam, 1-3% slopes. There are no physical features noted that will require
a setback per Table 5, in Appendix A.
Through locates and other information gathered, High Plains Engineering & Design, LLC
(HPE&D) presumes that the OWTS is located outside any easements. HPE&D recommends
that the home owner/contractor verify these findings with a survey of the site. If any
easements are found that may affect the OWTS, please contact HPE&D so the septic
design can be revised for this site. The site is not in the floodplain per FEMA Flood Plain
Ma
p
RECONNAISSANCE (SITE) VISIT _ TO EVALUATE - O4l3Q/2Q2 1
No vegetative restrictions exist at the OWTS site, the vegetation consists of native grasses
and weeds. The topography at the STA location is approximately 3.25% slope to the West -
Southwest. There are no natural or cultural features noted at the site. The historic land use
is not known. The current or planned land use for this lot will be to construct a single family
home.
The soils investigation was performed by a visual and tactile evaluation in two excavated
test pits. Please reference the attached HPE&D Pit Evaluation report. The STA shall be
located a maximum of 48" below grade in the Sandy Loam.
1
We do not anticipate any construction related issues other than a maximum depth. We
recommend that the STA, septic piping and appurtenances are fenced to keep
construction traffic off the system. The proposed land use should not affect the
performance of the OWTS; a water meter should be installed to monitor the water
consumption. There were not any difficulties encountered during the site evaluation.
SEPTIC SYSTEM DESIGN DATA:
The purpose of this design is to provide a septic system for the proposed 4 bedroom single
family home to be constructed at the above -described site. The design flow will be 525
Gallons Per Day (GPD). The design will be based on Treatment Level 1 with standard
residential effluent strength; the owner(s) reported that they do not have any hobbies that
would alter or spike the effluent BODs strength. They will need to monitor the waste flow
and minimize the contamination of the "normal" waste stream. The soil type is 2A, the
Long Term Acceptance Rate (LTAR) is 0.50, or percolation rate of 26-40 MPI.
FOR WELD COUNTY: GRAVITY ICS
The chamber computations are from the WCDPHE Chapter 30 OWTS Manual dated
February 12, 2018. The LTAR of 0.50 GPD/SQ.FT. (26-40 MPI) was used for our
computations.
Soil Treatment Area (STA) = Din Flow = 525 GPD = 1050 SF
LTAR 0.50 GPD/SF
Bed Multiplier (1.2) 1050 SF x 1.2 = 1260 SF
Chamber Multiplier (0.7) 1260 SF x 0.7 = 882 SF
# of Q4 Chambers = 882 SF / 12 SF per Q4 =74 Q4 4 76 Total Q4 Chambers (1 bed) (end feed)
Bed Length = 19 Q4 chambers x 4 FT = 76 FT + 4 FT = 80 FT
STA Dimensions = 12' wide x 80' long
Check CLR= Q/L = 525 GPD/80 = 6.57 (<12) OK
INSTALL 1 BED WITH 4 ROWS OF 19 STANDARD CAPACITY Q4 INFILTRATORS PER BED IN AN
END FEED GRAVITY FLOW BED SYSTEM AS SHOWN ON THE ATTACHED SITE PLAN(S).
The proposed house may need to be raised for a gravity flow septic system to be utilized
at this site. If a gravity system is not utilized at this site please contact High Plains
Engineering & Design, LLC so the septic design can be revised for this site.
The installer shall place geotextile (landscape) fabric over the chambers to help prevent
soil fines from back -flowing into the chamber through the louvers.
A 30 mil. (min.) plastic liner MAY be required because of the existing slope of grade and
the limiting bed depth of the system. If any part of the chamber is above grade, then the
plastic liner MUST be installed. Place the liner around the perimeter of the STA where
finished bed grades are filled above existing natural grades, which is typical.
2
NOTE: The Engineer and Health Department will inspect the site once the Q4 chambers,
plastic liner (if required), septic tank and all components are in place prior to backfilling.
SEPTIC TANK, PIPING and DISTRf BIJTION BOX PECIFIC, TIONS:
4 Install one Colorado Department of Public Health & Environment (CDPHE) approved
Infiltrator IM -1530 -gallon capacity, two compartment (leak proof) septic tank that has
been approved by CDPHE. The tank shall be buried between 0" - 28" or per
manufacturer's specification.
All tanks installed at high groundwater sites shall be anchored in accordance with
manufacturer's recommendations. The tank shall be installed at the elevation depicted
on the design site plan. The installer and owner shall follow the maximum depth of cover
as specified by the manufacturer. The inlet and outlet shall provide 4" diameter.
Sewer line from the building to the tank shall be installed a minimum of 22" deep. If the site
requires the sewer line to be shallower than 22", the backfill will need to be mounded to
achieve the minimum depth of 22" below finished grade. Do not block drainage swales.
All piping shall be bedded with granular, mechanically compacted soil. The pipe
identification shall be visible for the inspector.
The Distribution Box (D -Box) shall be placed a minimum of 5' from both the septic tank and
the STA, at a depth between 12" - 18", which is typical, below grade with a riser to the
surface. Flow equalizers (speed levelers) shall be installed.
Inspection ports must be installed at the end of each trench and per manufacturer
recommendations for chambers.
Installer is to provide a schedule 40 pipe sleeve when trenching below any road or
driveway. The STA shall be isolated from all vehicular travel, parking, grazing, and storage
areas.
We recommend that the surface of the STA be seeded after installation of the system. A
good native grass cover will promote evapotranspiration from the field and reduce
erosion. We recommend using a seed mix such as a "Foothills, Pasture, or Prairie" mixes
available at local feed and seed stores. These mixes do not require irrigation and develop
a growth 10" to 15" high. An automatic sprinkler system shall not be installed above the
STA.
CONSTRUCTION MEANS AND METHODS:
During cold weather, caution should be used when installing OWTS due to frost. If frost
occurs, any placement of STA components shall not be placed until soil frost recedes.
Do NOT use any additives such as antifreeze or salt to prevent or defrost an OWTS. Do NOT
run any water continuously, to prevent frost. This may flood and irreparably harm the
OWTS.
3
Properly compact the soil below the tank locations) prior to placement of the tank(s) to
prevent settlement.
OPERATIC
AND MAINTE\
ANCE:
The owner must read and follow the recommendations below to prolong the life of the
OWTS. The owner must realize an OWTS is considerably different from public sewer
services. The owner must be aware of and assume the responsibility for continued
maintenance of the system. The system is relatively maintenance free, but the owner
must have the septic tanks pumped. We recommend the septic tank be pumped at the
end of the 1st year of use to monitor sludge buildup and then at a minimum of every 2
years or as required by the governing agency. Effluent filter and screened vaults, as
applicable, are to be cleaned at the time of pumping or as needed. There are also daily
considerations, such as not putting plastic or other non -biodegradable material into the
sewage disposal system. Also, water use must be carefully monitored so toilets are not
allowed to run when seals malfunction. To illustrate the point, a running toilet may
consume in excess of 1000 gallons per day if allowed to run which could flood and
irreparably harm the system.
We also caution against the installation of a water softener. The high levels of salt from
the backwash of a water softener is detrimental to all on -site sewage disposal systems and
a separate drywell should be constructed for the backwash waste if a water softener is
installed. No landscaping or plastic can be used over the disposal field which will reduce
evapotranspiration from the disposal field. Chemically treated water from a swimming
pool or spas should not be introduced into the OWTS. For additional OWTS information,
please visit www.cpow.net.
All construction is to be in accordance with Weld County Department of Public Health &
Environment Chapter 30 On -Site Wastewater Treatment System (OWTS) Regulations.
Certification:
I hereby certify that the septic system shown on this plan was made by me or under my
direct supervision and is accurate to the best of my knowledge or belief.
Todd M. Schroeder, PE 33548
Attachments:
Figure 1 A: Overall Site Plan
Figure 1 B: Intermediate Site Plan
Figure 1 C: Scaled Site Plan
Figure 2: Gravity Chamber Bed Section view
Figure 3: Table 30-10-1; Design Flow; Tank Size
Web Soil Survey
WCHDPH Site Plan & Design Checklist(s)
Visual & Tactile (PIT) Report
Site Map
4
SITE M A1ri
PARCEL NO. 14713310001 I , LOT D or RECORDED EXEMPTION RECX 20-0040
A PART or THE 51/2 OF THE N1/2 or SECTION 33, T ! N, R66W OF THE 6TH P.N.
WELD COUNTY, CO
OVER ALL SITE
NET TO SCALE
LEGEND
o - Percolation Test Hole
X - Percolation Profile Hole
A -Soil Profile Hole
*X Fence
* -Bench Mark
,1.
—..natiorinir
FIGURE lA
1
1
JLJB#21-2400
DATE: 5-26-2021
All locations shown above are based on specific information
furnished by others or estimates made in the field by High
Plains Engineering & Design personnel. The locations, distances,
directions, etc, are riot the result of a property survey but
are approxino tiorts and are not warranted to be exact. It is
the owner/builder's responsibility to define property -
boundaries and ensure all onsite improvements are located
within the platted site and out of inappropriate easements.
AR distances are to be verified prior to excavation,
Soil Pit
SITE MAC
PARCEL NO. 1471331000 I I , LOT D OF RECORDED EXEMPTION RECX 20-0040
A PART OF THE 51/2 or THE N1/2 OF SECTION 33, T I N, KGGW OF THE GTH P.M.
WELD COUNTY, CO
DISTRIBUTION
BOX
THE STA CIINSIST
OF1BED WITH
ROWS OF 19 Q4
CHAMBERS
.Ty
1
t -
41
1
B.M.
1500 GAL
SEPTIC TANK
C
EXISTING
GRADE = EG
EG = 101.3 AT A
EG = 9811 AT D
EG=97:8ATE
EG = 98,4 AT F
EG = 98.9 AT G
EG = 98.3 AT H
BM 100.0
INTERMEDIATE SITE
NOT TO SCALE
LEGEND
o - Percolation Test Hole
X -Percolation Profile Hole
/\-Soil Profile Hole
SHE Fence
- Bench Mark
- Soil Pit
G
Fir
Way
PROPOSED
vWad_
S
OBSERVATION PORTS
L2' (4 CORNERS TXP)
INVERT ELEV.
A = 104.6
=100,0
C = 997
D = 95.6
E = 95.6
F=95.6
G = 95.6
H = 95.6
.—rr
-ter-
0 25 50 75 X00
TO WELD
COUNTY
ROAD 31
TO WELD
COUNTY
ROAD 4
FIGURE 1B
JUB#21-2400
DATE, 5-26--2021
All locations shown above are based on specific information
furnished by others or estimates made in the field by High
Plains Engineering & Design personnel, The locations, distances,
directions, etc. are not the result of a property survey but
are approximations and are not warranted to be exact, It is
the owner/builder's responsibility to define property -
boundaries and ensure all onsite improvements are located
within the platted site and out of inappropriate easements.
All distances are to be verified prior to excavation,
SITE fVA�
PARCEL NO. 147 1 33100011, LOT D OF KECORDED EXEMPTION RECX 20-0040
A PART OF THE 51/2 or THE N1/2 OF SECTION 33, TIN, R66W OF THE 6TH P.M.
WELD COUNTY, CO
f
1/4
DISTRIBUTION
BOX
THE STA CONSIST
OF 1 BED WITH 4
ROWS OF 19 Q4
CHAMBERS
80'
EXISTING
GRADE = EG
EG = 101.3 AT A
EG = 98.1 AT D
EG = 97.8 AT E
EG = 98,4 AT F
EG = 98.9 AT G
EG = 98.3 AT H
BM = 100.0
I
1/2
1500
SEPTIC TANK
LEGEND
o - Percolation Test Hole
X -Percolation Profile Hole
A -Soil Profile Hole
�-�E-Fence
- Bench Mark
- Soil Pit
/OBSERVATION PORTS
12' (4 CORNERS TYP,)
100'
▪ S
PROPOSED
WELL
be
INVERT ELEV.
A = 100.3
B = 100.0
C = 99,7
D - 95.6
E = 95.6
F - 95.6
G = 95.6
H = 95.6
0
25
• 71/44.
1 -se
50
ere
ter
SCALE: 1 : 60
FIGURE 1C
L
ti
75
Sc
100
1
TO WELD
COUNTY
ROAD 4
TO WELD
COUNTY
ROAD 31
JLB#21-2400
DATE S-26-2021
All locations shown above are based on specific information
furnished by others or estimates made in the field by High
Plains Engineering & Design personnel. The locations, distances,
directions, etc, are not the result of a property survey but
are approximations and are not warranted to be exact, It is
the ownerlbuilder's responsibility to define property -
boundaries and ensure all onsite improvements are located
within the platted site and out of inappropriate easements.
All distances are to be verified prior to excavation,
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Name: LISA NGUYEN
Jab # 21-2400
Weld County
WELD COUNTY: TABLE 30-10-1
Long Term Acceptance Rate
(LTAR); Gallons per day per
square foot
Soil Type, Texture, Structure and Percolation Rate Range
Soil Type
USDA Soil Texture
USDA Soil
Structure -Type
Percolation Rate
(MPI)
All Treatment Levels
USDA Soil Structure-
Grade
R
>35% Rock (>2mm): See
Table 30-10-1A
>35% Rock
See Table
(>2mm):
30-10-1A
>35% Rock (>2mm):
10-1A
See Table 30- '
>35% Rock (>2mm): See
Table 30-10-1A
>35% Rock (>2mm):
See Table 30-10-1A
1
Sand, Loamy Sand
Single Grain
0 (Structureless)
5-15
0.80 i
2
Sandy
Loam, Loam, Silt
Loam
PR (Prismatic) BK
(Blocky)
GR (Granular)
2 (Moderate)
3 (Strong)
16-25
0 60
2�..---
PR, BK, IV r
1 eak
2640
0 50
Sandy Loam,
Loam, Silt
Massive
0 (Strut
ure ess
PR, BK,
GR
2, 3
41-60
0 35
Sandy Clay Loam,
Loam, Silty Clay
Clay
Loam
3
3A
Sandy Clay
Loam, Silty
Loam,
Clay
Clay
Loam
PR. BK, GR
Massive
61-75
0 30
1
0 (Structureless)
PR, BK, GR
2, 3
76-90
0 20
4
Sandy Clay,
Clay. Silty
Clay
Sandy
Clay, Clay, Silty
Clay
PR, BK, GR
Massive
1
0 (Structureless)
91-120
0.15
4A
Soil Types 2-4A
Platy
1,
2, 3
121+
0.10
5
Design Flow
# of
Bedrooms
Design
Flow
300
2
3
450
4
525
5
600
6
675
Tank Sizes
Tank
Size
# of
Bedrooms
2 or 3
1000
1-
4_
__
+ 250
Each
Additional
Table
12:
NDDS
Size Adjustment
Factors
Soil
Type
Percolation
Rate
Size Adjustment
Factor
1,2,2A,3,3A
5-75
2.2
4
76-90
1.7
4A I
91-120
1.5
5
121+
1.4
STA = Design Flow / LTAR
NDDS = DESIGN FLOW X SAF / LTAR
Figure3
CL
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il 11� rl r• N. up 0
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4.1 ds
a
2
CU � V �m Th r. Lin
i-rs
2:55:10 PM -- Web Soi
Friday, May 21, 2021
County use only-PermitiD#
Address
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
1555 North 17th Avenue
Greeley, CO 80631
Web: l ivi ti't i. Yee I d L 1 gad it . c ,'t
Health Administration
Vital Records
Tele: 970.304.6410
Fax: 970.304.6412
Public Health & Clinical
Services
Tele: 970.304.6420
Fax 970.3045416
Environmental Health
Services
Tele: 970.304.6415
Fax: 970.304.6411
Communication,
Education & Planning
Tele: 970.304.6470
Fax: 970.304.6452
Our Vision: Togetherwith the communities we sealer we are working to make We(d County the healthiest place
Public liea43.
Emergency Preparedness
& Response
Tele: 970.304.0420
Fax: 970.304.6469
to /1wer ream, work and play.
Site Plan Requirements from Sections 30-5-60 and 30-5-70 of the Weld County OWTS
Regulations
Site Plan Checklist
O Site Plan Diagram Size: No smaller than 8 1/z" x 11"
o Site Plan Scale — required to be to standard engineering scale
O Owner Name
o Street Name and Address
o Arrow Pointing North & Labeled
O Property Boundaries
o Easements
o Profile Test Holes (borings or pits) and Percolation Holes. NOTE: Pits required by July 1,
2016
O Contours or slope direction and percent slope
o Proposed elevation of the infiltrative surface of the soil treatment are, from an established
datum (either ground sue -ace or benchmark)(Depth of system)
O Location, dimensions and depths ofproposed OWTS components, including, but not limited
to the soil treatment area, septic tank, distribution boxes (see also Design Document
Checklist)
o Distances from the proposed OWTS to all required setbacks from Table 30-7-1, including,
but not limited to proposed or existing wells; water lines; high water mark of ponds,
retention or detention ponds, lakes stream, or other surface waters; ditches (see also Design
Document Checklist)
o Eseated depth of periodically saturated soils and bedrock, or flood elevation, if applicable.
o Dimension indicating vertical separation from infiltrative surface of the soil treatment area to
groundwater or restrictive layer.
o Existing or proposed house
O Existing or proposed driveway
Existing or future other lot improvements (barns, sheds; garages, pools)
County use only-PermitlD#
Address
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
1555 North 17th Avenue
Greeley, CO 80631
Web: vinvitieweidneaith4o
Health Administration
Vital Records
Tele: 970.304.6410
Fax: 970.304.6412
y
•
Public Health & Clinical
Services
Tele: 970.304.6420
Fax 970.304.641 6
Environmental Health
Services
Tele: 970.304.6415
Fax: 970.304.6411
Communication,
Education & Planning
Tele: 970.3043470
Fax: 970.304_6452
Publtell!!!4Ch
Emergency preparedness
& Response
Tele: 970.304.6420
Fax: 970.304.6469
Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to five, /earn, work and play.
Design Document Requirements from Sections 30-5-60 and 30-5-70 of the Weld County
OWTS Regulations
Desjgu. Document Checklist
o Assumptions and calculations for each component
o A drawing, to a standard engineering scale, showing location of each OWTS component
and distances to water, physical and health impact features requiring setbacks (see also Site
Plan Checklist)
O Layout of soil treatment area, dimensions of trenches or beds, distribution method and
equipment, distribution boxes, drop boxes, valves, or other components used (see also Site
Plan Checklist) Depth from finished grade to: infiltrative surface of soil treatment area, the top of the septic
tank lid top of other components (see also Site Plan Checklist)
o Specifications for each component. Specifications for septic tanks or other buried
components must include loads due to burial depth, additional weight or pressure loads, and
highest elevation of ground water. Resistance to local water composition such as high
sulfates shall be included in the specification if such conditions exist at the site
o References to design manuals or other technical materials used
o Installation procedures; This includes methods of excavation & equipment used, methods
& equipment for compaction, placing & leveling sewer rock and ensuring all components
are secured against buoyancy.
o Operation and maintenance manuals or instructions for each component (building sewer,
tank, d -box, manifold, drainfieldL
o Other information that may be useful such as photos and cross-section drawings
1
HIGH PLAINS ENGINEERING & DESIGN, LIC
555 MAIN STREET, P.O. BOX 1077, HUDSON, CO 80642 • PHONE: 303-857-9280 • FAX: 303-857-9238
FILE
NO,
21-2400
SITE
EVALUATOR
RANDALL
TREVER
ADDRESS
555
MAIN
STREET,
P.O.
BOX 1077,
HUDSON,
COLORADO
80642
EMAIL
RANDALLTHPEDESIGN.COM
PHONE
1-303-857-9280
CREDENTIALS
COMPLETED
CPOW
SOILS
CLASS
HELD
SEPTEMBER
12-13,
2019
2
YEARS
EXPERIENCE
WITH
OWTS
SYSTEMS
PRELIMINARY
INVESTIGATION
DATE
4/29/2021
CONTACT
INFO
NAME
LISA
NGUYEN
ADDRESS
1726
VIRGINIA
DRIVE,
FORT
LUPTON,
CO
80621
PHONE
720-988-5023
SITE
ADDRESS
PARCEL
NO.
147133100011,
WELD
COUNTY,
Co.
LEGAL
DESCRIPTION
LOT
THE
D
N1/2
OF
RECORDED
OF
SECTION
EXEMPTION
33,
T1
N,
R66W
RECX
OF
THE
20-0040,
6TH
A
P.M.
PART
OF
THE
S1/2
OF
STRUCTURE
S
NO
STRUCTURES
ON
THIS
SITE
WELL
PROPOSED
WELL TO
BE
LOCATED
NORTH
OF
THE
PROPOSED
HOME
COUNTY
RECORDS
NO
RECORDS
PER
WELD
COUNTY
HEALTH
DEPARTMENT
TOPOGRAPHY
THE
SITE
SLOPES
APPROXIMATELY
3.25%
TO
THE
WEST-SOUTHWEST
EASEMENTS
NO
EASEMENTS
PER
OWNER
FLOODPLAIN
NOT
IN
THE
FLOODPLAIN
PER
FEMA
FLOOD
PLAIN
MAP
NRCS
OLNEY
LOAMY SAND,
1
- 3 % SLOPES
;
OLNEY
FINE
SANDY
LOAM, 1
- 3 % SLOPES
4/30/2021
RECONNAISSANCE
DATE
NO VEGETATIVE
RESTRICTIONS
EXIST
AT
THE
OWTS
SITE
LANDSCAPE
POSITION
VEGETATION
NATIVE
WEEDS AND GRASSES
Groundwater
Bedrock
ENCOUNTERED
@ _
GREATER
THAN
8' 1"
ENCOUNTERED
@
GREATER THAN _ 8' 1"
ESTIMATED
MAXIMUM
WATER
ENCOUNTERED
TABLE
SEASONAL
DEPTH
IF
NOT
TO
ESTIMATED
ENCOUNTERED
PROFILE
DEPTH
IN
IF
NOT
IS
AREA
FLUCTUATIONS
SEASONAL
BELIEVED
WATER
TO
WHICH
TABLE
BE SUBJECT
COULD
WITHIN
TO
RESULT
8'
OF
SEASONAL
SURFACE
IN
A
TYPE
OF
BEDROCK
IS
BEDROCK
FRACTURED
=
OR WEATHERED?
Soil Profile Hole Log
PIT #1
0
_:_
1
2
3 : a
3
4
0 5
O
6
7
8
9
10
SANDY LOAM 0' - 8'1"
a
U.
a)
a
PIT #2
Folarr
0
1
2
3
SANDY LOAM 0' - 8'
4
5
6
7
8
9
10
THE OWTS SHALL BE CONSTRUCTED IN THE SOIL HORIZON OF THE SANDY LOAM. THE STA IS SIZE
BASED ON THE SANDY LOAM WHICH HAS A GRANULAR STRUCTURE -TYPE WITH A WEAK
STRUCTURE -GRADE. BASED ON THE INFORMATION WE COLLECTED FROM OUR INVESTIGATION
THIS SITE HAS A LTAR RATE OF 0.50 AND A PERC RATE OF 26-40 (MPI).
Certification
I certify that the above information is correct and complete to the best
of my knowledge and that all tests were performed in the accordance
with the provisions of The Governing Health Department On -Site
Wastewater Treatment System (OWTS) regulations by myself or
under my supervision.
Signature
Date
High Plains Engineering
& Design LLC
555 Main Street, P.O. Box 1077
Hudson, CO 80642
303-857-9280
•
SITE MAC
PARCEL NO. 147133100011, LOT D or RECORDED EXEMPTION RECX 20-0040
A PART OF THE 51/2 OF THE N1/2 OF SECTION 33, T I N, GGAA/ or THE 6TH P.N.
WELD COON -1, CO
102'
185'
165'
235°
188'
BM
99'
283'
X62 _
r
FT//i
PIT #2
LEGEND
o - Percolation Test Hole
X -Percolation Profile Hole
/\-Soil Profile Hole
-)eE-Fence
- Bench Mark
- Soil Pit
255'
233'
TO WELD COUNTY
ROAD 4
TO WELD COUNTY
KOAD3I
All locations shown above are based on specific information
furnished by others or estimates mode in the Feld by High
Pla.lns Engineering 8 Design personnel. The locations, distances,
directions, etc. are not the resutt of a property survey out
are approximations and are not warranted to be exact. It is
the owner/builder's responsibility to define property -
boundaries and ensure ad orrsite improvements are located
within the platted site and out of inappropriate easements.
All distances are to be verified prior to excavation.
From:
To:
Subject:
Date:
Attachments:
Karin McDougal
Michael Hall
RE: RE: PUDZ Water Update
Friday, August 19, 2022 8:24:36 AM
image001.jpg
image002.pnq
Michael,
I believe this report show that there is sufficient water supply for this development, so the
application can move forward.
Thanks. Karin
Karin McDougal
Assistant County Attorney
Weld County Attorney's Office
1150 "0" Street
Greeley, CO 80631
970-400-4396
STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message
is attorney privileged and confidential, intended only for the use of the individual or entity named
above. If the reader of this message is not the intended recipient, you are hereby notified that any
dissemination, distribution or copy of this email is strictly prohibited. If you have received this email
in error, please notify us immediately by replying and delete the message. Thank you.
From: Michael Hall <mhall@weldgov.com>
Sent: Wednesday, August 3, 2022 3:21 PM
To: Karin McDougal <kmcdougal@weldgov.com>
Subject: RE: RE: PUDZ Water Update
Karin,
Lisa hired a different engineer who prepared a water memo in response to our anticipated
requirements. Please see attached... note, I have combined this new doc with the rest of the water
docs that have been submitted so far.
Please review and let me know if this is sufficient or if more is needed.
Thank you,
Michael Hall
Planner II
(970) 400-3528
mhall@weldgov.com
1555 N17th Avenue
Greeley, CO 80631
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or
entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you
have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any
disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone
other than the named recipient is strictly prohibited.
From: Michael Hall
Sent: Tuesday, August 2, 2022 8:17 AM
To: Karin McDougal <kmcdougal@weldgov.com>
Subject: RE: RE: PUDZ Water Update
Hello Karin,
By chance, I was going through an online publication of the APA and the attached article was in it
regarding the responsibility of local governments to properly review a development's water supply
proposal.
Your opinion below matches what is recommended in the article, refer to highlighted text.
I will communicate this requirement to the applicant.
Thank you,
Michael Hall
Planner II
(970) 400-3528
mhall@weldgov.com
1555 N17th Avenue
Greeley, CO 80631
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or
entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you
have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any
disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone
other than the named recipient is strictly prohibited.
From: Karin McDougal <kmcdougal@weldgov.com>
Sent: Thursday, July 28, 2022 4:48 PM
To: Michael Hall <mhall@weldgov.com>
Subject: RE: RE: PUDZ Water Update
Michael,
I reviewed the information provided and also ran it past Bruce. Unfortunately, I do not believe this is
sufficient to move forward. We need an engineer to tell us that there is sufficient water to support
this kind of development. In my legal opinion, that includes an estimation on how long the water
supply would last with this kind of development in place.
Thanks. Karin
Karin McDougal
Assistant County Attorney
Weld County Attorney's Office
1150 "0" Street
Greeley, CO 80631
970-400-4396
STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message
is attorney privileged and confidential, intended only for the use of the individual or entity named
above. If the reader of this message is not the intended recipient, you are hereby notified that any
dissemination, distribution or copy of this email is strictly prohibited. If you have received this email
in error, please notify us immediately by replying and delete the message. Thank you.
From: Michael Hall <mhall@weldgov.com>
Sent: Friday, July 15, 2022 10:42 AM
To: Karin McDougal <kmcdougal@weldgov.com>
Subject: FW: RE: PUDZ Water Update
Hello Karin,
See below email in reference to the proposed Cluster PUDZ that we spoke about a few weeks ago.
The applicant contacted an engineer, who provided the attached documents regarding adequacy of
well water for the Cluster PUD.
Please review and let me know your opinion whether this is sufficient or if more is needed.
Thank you,
Michael Hall
Planner II
(970) 400-3528
mhall@weldgov.com
1555 N17th Avenue
Greeley, CO 80631
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or
entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you
have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any
disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone
other than the named recipient is strictly prohibited.
From: LISA NGUYEN <In153@comcast.net>
Sent: Thursday, July 14, 2022 8:58 AM
To: Michael Hall <mhall@weldgov.com>
Subject: Fwd: RE: PUDZ Water Update
Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Hello Michael,
I'm attaching a water report from the state website showing that there is adequate
water supply for the additional 5 lots. The water engineer, Doug Seely emailed it to
me and said this should be what the Weld County attorney is looking for. Also, see his
email below explaining the water supply below.
Thanks,
Lisa
Original Message
From: Doug Seely <doug@nocoengineering.com>
To: Lisa Nguyen <In153@comcast.net>
Date: 07/13/2022 1:41 PM
Subject: RE: PUDZ Water Update
Lisa,
Attached is a report from the DWR online aquifer tool
(https://dwr.state.co.us/Tools/DenverTract). I ran this for a 5 ac tract at your property
location in the S1/2 of the NW1/4 of Section 33. Note that the amount of water
available is dependent on the surface area of the tract. Results show 0.8 acre-feet per
year from Not Non-Trib (Lower Arapahoe) and 1.4 acre-feet per year from the Non-Trib
aquifer (Laramie -Fox Hills) for a 5 ac tract. Perhaps this information is sufficient for
your needs? The online tool is available to anyone to use.
If you need more that this you might want to contact Steve at Clear Water Solutions
(http://www.clearwatercolorado.com/).
Doug
970-988-1459
From: Lisa Nguyen <In153@comcast.net>
Sent: Wednesday, July 13, 2022 1:13 PM
To: Doug Seely <doug@nocoengineering.com>
Subject: Re: PUDZ DZ Water Update
CR 31, between CR2 and CR4
My house that is being built is 503 CR31, Brighton 80603
Sent from my iPhone
On Jul 13, 2022, at 12:58 PM, Doug Seely <doug@nocoengineering.com>
wrote:
Hi Lisa
Could you please provide me with the location of the proposed building
lots?
Thanks,
Doug
Ill
DOUGLAS C. SEELY, PE
8209 W. 20th Street, Suite A
Greeley, Co 80634
970-988-1459
From: Lisa Nguyen <In153@comcast.net>
Sent: Wednesday, July 13, 2022 10:31 AM
To: Doug Seely <doug@nocoengineering.com>
Subject: PUDZ Water Update
Sent from my iPhone
Begin forwarded message:
From: Michael Hall <mhall@weldgov.com>
Date: July 6, 2022 at 1:20:18 PM MDT
To: Lisa Nguyen <In153@comcast.net>
Subject: RE: PUDZ Water Update
Hi Lisa,
See attached consultant list. There are a few engineering
firms listed that you may consider calling. Generically, it is
likely that you are looking for any civil engineer who is
capable of evaluating the water.
Other than that, I just did a quick google search for water
engineer, and I got a lot of results for this area, such as
Terracon Consultants, Northern Engineering, Clear Water
Solutions, Water & Earth Technologies, etc.
Thank you,
Michael Hall
Planner II
(970) 400-3528
mhall@weldgov.com
1555 N17th Avenue
Greeley, CO 80631
image002.jpg
Confidentiality Notice: This electronic transmission and any attached documents or
other writings are intended only for the person or entity to which it is addressed
and may contain information that is privileged, confidential or otherwise protected
from disclosure. If you have received this communication in error, please
immediately notify sender by return e-mail and destroy the communication. Any
disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the
named recipient is strictly prohibited.
From: Lisa Nguyen <In153@comcast.net>
Sent: Wednesday, July 6, 2022 11:39 AM
To: Michael Hall <mhall@weldgov.com>
Subject: Re: PUDZ DZ Water Update
Caution This email originated from outside of Weld County
Government. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Hi Michael
Can you recommend a water engineer that you worked with
and is good?
Thanks
Lisa
Sent from my iPhone
On Jul 6, 2022, at 8:56 AM, Michael Hall
<mhall@weldgov.com>wrote:
Hello Lisa,
Apologies for the delay, I have been waiting on
a response from the Weld County Attorney's
Office, prior to advancing the processing of the
PUDZ application.
Specifically, as part of the PUDZ intake process,
the Weld County Attorney's Office needs to
approve the proposed water plan for the PUD.
As there have been no other Cluster PUD
applications in 20+ years, their evaluation took
some time.
The Weld County Attorney's Office provides the
following comments:
"After review of the information submitted by
the applicant, our code requirements, and the
referral from the State of Colorado, 1 do not
believe that the applicant has provided
sufficient information for our office to
determine that there is an adequate water
supply for the Cluster PUD.
I reviewed the permit the applicant submitted
and the referral from the Department of Water
Resources. The permit is only for one well and
according to the referral, if this PUD is
approved, that permit will likely need to be
redone or canceled. There is no information
about whether the water source for the cluster
PUD is sufficient to supply water to all six lots
that are being proposed and the State of
Colorado referral basically stated that they
didn't have enough information to make a
determination about sufficient water supply at
this time.
It is my understanding that the applicants chose
option one under Section 27-6-20, in our
Development Guide, which is the specific
option. That means that Sections 27-6-40(b)
and 27-6-50(B)(9) Weld County Code, both
apply. Both require detailed information about
water supply. I understand that it may be a
little confusing for the applicants because a
Cluster PUD is an exception to the public water
component but it is not an exception to
providing evidence of adequate water supply.
Section 27-6-120(d) which tells that a PUD zone
district shall be serviced by an adequate water
supply and sewage disposal system in
compliance with the performance standards in
Article II of this Chapter.
If the State isn't able to provide them the
information regarding sufficient water supply,
they may need to contact a water engineer who
can provide a report about the ability of the
aquifer to meet their development request."
In other words, as the State does not comment
on if future water wells would be an adequate
water supply, you need to hire an engineer
who can evaluate the likelihood that the
aquifer can provide both the quantity and
quality of water for the proposed uses within
your PUD. The Engineer's report needs to be
submitted to the County in order to continue
processing the PUDZ application.
Thank you,
Michael Hall
Planner II
(970) 400-3528
mhall@weldgov.com
1555 N17th Avenue
Greeley, CO 80631
Confidentiality Notice: This electronic transmission and any
attached documents or other writings are intended only for the
person or entity to which it is addressed and may contain
information that is privileged, confidential or otherwise
protected from disclosure. If you have received this
communication in error, please immediately notify sender by
return e-mail and destroy the communication. Any disclosure,
copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone
other than the named recipient is strictly prohibited.
Notice of Inquiry
Weld County
Pre -application
Case #
PRE22-0040
Date
of
Inquiry
3/4/2022
Municipality
Fort
Lupton
CPA
Name
of
Person
Inquiring
Lisa
Nguyen
Property
Owner
Lisa
Nguyen,
Brandon
Nguyen
&
Moriah
Turney
Planner
Michael
Hall
Planner
Phone
Number
(970) 400-3528
Planner
Email
Address
mhall@weldgov.com
Legal
Description
Lot
D of
RECX20-0040
Parcel
Number
147133100011
Nearest
Intersection
CR
31
& CR
4
Type
of
Inquiry
Proposed
Cluster
PUD
The above person met with County Planning staff about developing a parcel of land inside your designated
Intergovernmental Agreement/Coordinated Planning Agreement Boundary.
County Planner's signature
Would you like to pursue annexation of this property? NO
Date of Contact 3 7 VI ---
Comments:
Please sign and date to acknowledge that the applicant has contacted you
and return this signed form to Weld County Department of Planning Services.
Weld County Planning Department
1555 N 17th Ave, Greeley, CO 80631 a• (970) 400-6100 (970) 304-6498 Fax
20181107
Weld County Treasurer
Statement of Taxes Due
Account Number R8967612
Parcel 147133100011
Legal Description
PT S2N2 33 1 66 LOT D REC EXEMPT RECX20-0040
Account: R8967612
MAAN SUKHMINDER
9760 SWAN LAKE DR
GRANITE BAY, CA 95746-6641
Year Tax
Tax Charge
Adjustments
Interest
Situs Address
Fees
Payments
Balance
2020 $837.52
Total Tax c 1t:��
$0,00
$0.00
$0.00
($837.52)
$0.00
$0.00
Grand Total Due as of 05/17/2021
$0.00
Tax Billed at 2020 Rates for Tax Area 2524 - 2524
Authority
WELD COUNTY
SCHOOL DIST 27J
CENTRAL COLORADO WATER
(CCW
GREATER BRIGHTON FIRE
HIGH PLAINS LIBRARY
Taxes Billed 2020
* Credit Levy
Mill Levy
15.0380000*
48.7450000*
1.1560000
I1 7950000
3 1810000
Amount
$157 61
$51085
$12.11
$123 61
$3334
79.9150000
$837 52
Values Actual Assessed
AG -FLOOD $28,373 $8,230
1RRRIGATED LAND
AG -DRY FARM LAND $2,474 $720
AG -MEADOW HAY $5,165 $1,500
LAND
AG -WASTE LAND $94 $30
Total
$36,106 $10,480
ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE
LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES,
CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE
cni I ntA/INICr fATFQ. fPP flKI/]{ PPfIPFRTV PPM PRClPFRTV ANfl MflR1I F HfMFS - AUGUST 1
Weld County Treasurer's Office
1400 N 17th Avenue
PO Box 458
Greeley, CO 80632
Phone: 970-400-3290
Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due
issued by the Weld County Treasurer are evidence that as of this date, all current and prior year
taxes related to this parcel have been jd in full.
Signed:
Date: slii/€i
Hello