HomeMy WebLinkAbout971183.tiffDEPARTMENT OF PLANNING SERVICES
Weld County Administrative Offices, 1400 N. 17th Avenue, Greeley, CO 80631
Phone (970) 353-6100, Ext. 3540, Fax (970) 353-6312
USE BY SPECIAL REVIEW APPLICATION
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Application Fee Paid'bp Receipt #_6>(;)_2.1.,a_ Date L.54 7/f -7
Recording Fee Paid Receipt # Date
Application Reviewed by: — #: Se 3 ,t�41 IrAiLl
TO BE COMPLETED BY APPLICANT: (Please print or type, except for necessary signature)
LEGAL DESCRIPTION OF SPECIAL REVIEW PERMIT AREA: 5,z!iu ievi (2vApiof1 mo•cs-
iJCi (ar}o$ 5E /c( a f Sec -Pon. to} Wes aa, Ttn lt) , Kmnsees o.l- i-Ks (n e. �t� .
PAR' EL NUMBERhtaca LLC4 (12 digit number - found on Tax I.D. osol
Information or obtained at the A essor's Office.
Section as T (o N, R (¢7- W- Total Acreage 7da3 Zone District A Overlay Zone
Property Address (if available) 2(0S5 ECs4rnc1n Rrk all O-€ i to rl /; l b
Proposed Use
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SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR THE SPECIAL REVIEW
PERMIT
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APPLICANT OR AUTHORIZED AGENT (if different than above)
Name:
Address:
Home Telephone:
City/State/Zip:
Business Telephone:
DEPARTMENT OF PLANNING SERVICES USE ONLY
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971183
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McRAE & SHORT, INC.
1231 8th Avenue
Greeley, Colorado 80631
Telephone (97Q 356-3101
Engineering, Surveying, Planning & Land Development
February 18, 1997
PROJECT NO. 97027
Environmental Health Services
Weld County Health Department
1517 - 16th Avenue Court
Greeley, Colorado 80631
RE: ISDS PERMIT NO. SE 96-083 (Evaluation) and SE 9600157 (Jacob Altergott) ON
SUBDIVISION EXEMPTION NO. SE -622 IN THE SE4; SEC. 22, T6N, R67W, 6th P.M.,
WELD COUNTY, CO. (9695 EASTMAN PARK DRIVE, WINDSOR, CO.), ADVANCED CORING.
Gentlemen:
We have been retained by Advanced Coring to assist in the evaluation of the re-
modeling of the residence at the above site. The site contains 7.6± acres and
has an older 3 -bedroom home and barn. The owners' propose to convert one of
the bedrooms to an office for their business.
The business use of the site is for the home owner to build a "one person"
office for communications, normal office use and to dispatch crews on a daily
basis to off -site locations for drilling work, and storage of trucks and equip-
ment. Employees will be only on site to pick up trucks and equipment in the
mornings and return at days end. Restroom facilities adjoining the office will
be used by the employees as necessary.
Under the current regulations, the following comparison of sewage flows can be
made.
EXISTING SEWAGE LOAD:
3 Bedrooms X 2 people @ 75 gpd/person
Peak Flow @ 150%
Design Loading
PROPOSED SEWAGE LOADING:
2 Bedrooms X 2 people/room @ 75 gpd/person
5 day workers X 15 gpd
Peak Flow @ 150%
450 gpd
X 1.5
675 gpd
300 gpd
= 75 gpd
375 gpd
X 1.5
Design Loading = 563 gpd
971183
Environmental Health Services
Weld County Health Department
February 18, 1997
PROJECT NO. 97027
RE: ISDS PERMIT NO. SE 96-083 (Evaluation) and SE 9600157(Jacob Altergott) ON
SUBDIVISION EXEMPTION NO. SE -622 IN THE SE4; SEC. 22, T6N, R67W, 6th P.M.,
WELD COUNTY, COLORADO (9695 EASTMAN PARK DRIVE, WINDSOR, CO.),ADVANCED CORING
This shows the proposed use would generate only 83% of the approved existing use
flow. (See Weld County Health Department letter of January 9, 1997).
SEPTIC SYSTEM: PROPOSED USE.
563 gpd X 30 hr. retention i.e. 1.25 = 704 gallons
The existing septic tank was pumped out on April 20, 1995 and indicated a
tank volume of 1000 gallons.
General information was obtained from Owens Sanitation who had
serviced this septic system since installation in about 1983.
Based on the above information, it is my judgement that the proposed use would
not require enlarging of any part of the existing ISDS.
The site is on the fringe of the Town of Windsor and has the probability of being
annexed in the near future. At such time, the tract could feasible connect to
the public sewer.
This evaluation does not constitute a warranty that the system is without flaw or
that it will continue to function in the future.
If there are any questions, comments or conditions regarding this matter, please
contact me.
`"ppuuumnu..,.
Respectfully, ^Ottc\p 8 9.0/"'
Respectfully,
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McRae & Short, Inc.%y�U : :OS
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Gerald B. McRae, Profe?4 ?4t90nWer and
Land Surveyor, Colorado Re;:' No':'6616
Copy to: Advanced Coring, Inc., C/O Laurel Johnson, 3108 "0" St., Greeley, CO. 80631
Enclosures: Weld County Health Dept. letter, January 9, 1997 to Altergott TS/rb-1647
Telephone Communication with Buck Owens, Owens Sanitation.
-2-
971183
SUBDIVISION EXEMPTION NO.: SE -622 \.
Part of the SE1/4 of Section 22, Township 6 North, Range 67 West
of the 6th P.M., County of Weld, State of Colorado.
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BASIS OF BEARINGS
971183
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JpN--13-1997 09:00
COLOR
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1997
Jacob and rothy Altergott
9535 WCR 6
Windsor, Clorado 80550
RE: Jacob and Dorothy Altergott ISDS No.: 96
Permi} No.: SE -9600157
083
DEPARTMENT OF HEALTH
1517 16 AVENUE COURT
GREELEY. COLORADO 80631
ADMINISTRATION (970) 353!0586
HEALTH PROTECTION (970) 353.035
COMMUNITY HEALTH (970) 35:2-0639
FAX (970) 356..4966
Dear Mr. and Mrs. Altergott:
On Januar)4 7, 1997, an evaluation of the existing individual septic disposal
system at 9695 weld County Road 66, Colored Section 22, Township 06 North,
Range 67 wgst, was conducted by Troy Swain.
There is of enough information available t determine if the septic system
identified above is of sufficient size to acc mmodate the structures(s) served
by this system. This Department recommends hat the system be brought into
compliance with current regulations. A repair rmit must be obtained and a site
evaluation must be conducted prior to any alt rations to the system.
The existiTg individual septic disposal system
to adequa ely handle the proposed load. Thi
treatment apacity for a 3 bedroom reside
The advised, neither the County of Weld nor
undertake or assume any liability to the o --
purchaser of the above property or to any le
above property or in the report_
Thisinspection was conducted for the purpo
current regulations and for detecting health
inspection. This does not constitute a warren
or that it will continue to function in the fut
periods of snow cover and high soil saturati
potential 5uyers due to adverse conditions.
Existing (S.O.E.) relies en information the pr
indicating current status of the system and ra
knowledge he system is not failing to functi
If we can of any further assistance, plea
Sincerely,
Specialist
S
Rnviro
nme al Protection
wai
TS/rb-1647
Enclosure
cc: Weld
(1)
ounty Planning Department
is of sufficient size and capacity
evaluation is based on a final
ce.
any of its agents or employees
_r of the above property, to any
ding agency making a loan on the
e of determining compliance with
zards observable at the time of
y that the system is without flaw
e. Inspections requested during
may be of questionable value to
aluations based on Statements of
perty owner provides, under oath,
resenting to the best of his/her
n properly_
contact our office at 353-0635.
Weld County Planning Dept.
JAN 1 3
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07/13/97 08:53 TX/RX NO.6004
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SITE PLAN
IMPROVEMENTS ON SUBDIVISION EXEMPTION SE -622 IN THE SOUTHEAST QUARTER, SECTION 22,
TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6th P.M., WELD COUNTY, COLORADO.
UNDERGROUND SEPTIC SYSTEM FROM BEST AVAILABLE INFORMATION. NOT FIELD VERIFIED.
ADVANCED CORING, INC.
3108 "0" STREET
GREELEY, CO. 80631
FEBRUARY 18, 1997
371183
McRAE & SHORT, INC. 1231 - 8th Avenue Greeley, Colorado 80631 Project No. q 7 0 2 7
Use By Special Review questions regarding SE -622 being part of
SE1/4 of Section 22, T6N, Range 67 West of the 6th PM submitted by
Todd and Laurel Johnson.
1. How is this proposal consistent with the Weld County
Comprehensive Plan?
Weld County's Comprehension Plan "promotes controlled or orderly
urban expansion in relation to the existing and future land use
patterns...", (Weld County Comprehension Plan, p. 1-14). Our site
is located one half mile southeast of Windsor. The surrounding
area is experiencing increased development. The land south of
Eastman Park Drive, from Kodak to HWY 257, is zoned I-1. There is
commercial activity at the corner of Eastman Park Drive and HWY 257
and scattered throughout the area are several residencies.
Therefore, our site is located in an area that currently supports
agriculture, residential, and commercial activities. Historically,
the area was primarily agriculture, but the land usage has been
slowly changing to more commercialized/residential usage.
Conversion of agriculture land is allowed by the Plan in some
instances. We feel our site does not met the criteria for being
prime farmland; since less than half of the acreage is farmable and
we have no water rights. The site has existing buildings on 7.63
acres, providing more than adequate space for the proposed
activities. The majority of the acreage will be used for the
upkeep of our family's horses. Thus providing numerous acres of
open grassland within the area.
Therefore, given that our site is located within a transitional
area, one half mile from a developing municipality, and since the
proposed usage of the site is compatible with the surrounding area,
and there are no significate traffic increases associated with our
business; we believe our proposal is consistent with Weld County's
Comprehensive Plan.
2. How does this proposal meet the intent of the zone district it
is located in?
The intent of the agriculture zoning district is to preserve prime
farmland and as previously stated, we do not believe our 7.63 acres
are considered prime farmland. Additionally, our proposed usage is
not in conflict with the surrounding agriculture usage.
"The A district is also intended to provide areas for the conduct
of Uses by Special Review which have been determined to be more
intense or to have a potentially greater impact than Uses Allowed
by Right", (Weld County Zoning Ordinances, P. 30-1). We are
asking to use a small portion of the acreage to operate a concrete
cutting business. The business requires space for parking
trailers, pickup trucks, employees vehicles, and storage of various
types of concrete cutting equipment. There is no storage of any
concrete or any type of waste product associated with our business.
371183
All work is performed off site and the cut or cored
concrete/asphalt is disposed of on the original job site. Also of
importance, no customers frequent our grounds and the traffic
impact to the area will be minimal. Given that our proposal is
compatible with existing surrounding areas and does not negatively
impact our site, we feel our usage meets the intent of the
agriculture district.
3. Is this use compatible with future development as stated in the
Weld County Comprehensive Plan: If yes, how?
The site sits close to the developing municipality of Windsor and
the type of usage for the surrounding area is changing from
agriculture to commercial/industrial and residential. It is our
understanding that Windsor intends to encourage commercial and
industrial development in our locale. The presence of an existing
house and shop on 7.63 acres in this area presents an ideal site to
support the proposed usage of a small family business. We believe
the proposed usage is more compatible with the future plans for
this area than a site that is primarily a residence.
4. What type of uses surround this site: Is this request
compatible with surrounding uses?
Farmland surrounds our site to the west, north, and east.
Three residential homes are located 1/4 mile to the west (Altergott
homes). Kodak and the Anheuser Metal Container Corporation are
located to the east of our site. Kodak's Gate 2, accessing
Eastman Park Drive, is 4/10ths of a mile east of our access. There
is a strip of I-1 zoning on the south side of Eastman, between
Kodak and HWY 257. Commercial activity is located 1 mile to the
west in the northeast corner of HWY 257 and Eastman Park Drive.
Given the variety of usages within this area, we believe our
proposal is compatible and would fit nicely into this area.
5. Is the property located within a Flood Hazard zone, Geologic
Hazard zone, or Airport Overlay zone - and does it meet these
special requirements?
To the best of our knowledge our property is not located within a
Geologic Hazard zone or an Airport Overlay Zone. However, the site
is located within a Flood Hazard zone. Steven Smith, PE has
determined our site to be located in the FP -1 zone, with swallow
flooding of up to one foot. Please refer to Mr. Smith's letter
dated February 21, 1997, located within the USR application. Also,
on file with the county, is a letter addressed to Shani Easton
dated February 24, 1997. The letter asked the county planners to
review the need for a Flood Hazard Permit, given that our
improvements to the existing shop are not "substantial
improvements". The decision was that our required improvements do
not require waterproofing and a permit is not currently necessary.
971183
6. What efforts have been made to conserve productive agricultural
land?
As previously stated, our site has minimal farming potential.
However, we do plan on planting a variety of drought resistant
dryland grasses to be used as pasture for our horses. The planted
grasses will also help stabilize the soil, decreasing the amount of
erosion. The areas for this are posted on the plot plan. These
pastures will be maintained in a responsible manner, such as
rotating pastures and limiting access as needed.
7. How will public health, safety, and welfare be protected?
We feel safety concerns surrounding our site and proposal include:
increased traffic, parking issues, and accessing a secondary road.
There will be an increase in traffic, but not significantly - refer
to question 10. The site offers numerous options for the parking
sites needed, please reference the plot map. We will access
Eastman Park Drive, a paved secondary road with speed limit of 45
MPH, from one existing access and will not require additional
accesses. There is no foliage surrounding the exiting access to
limit visibility and the nearest intersection is Eastman Park Drive
and HWY 287, one mile to the west.
8. What will the site be used for?
In addition to the uses allowed by right (i.e. single family
residency and maintaining some livestock) we are requesting to be
allowed to operate our small family business from the site. All
buildings are preexisting and additional usage required for the
business is minimal. The primary use is the storage of equipment,
pickup trucks, several small trailers and employee parking. See
plot map for proposed parking site locations. The trucks and
trailers are loaded in the morning and are off site all day,
returning to unload in the evenings.
Our company's name is Advanced Coring, Inc. We have been in
business for the last three years and during the first year Todd
was his own employee... In this trade we cut concrete and asphalt
or coredrill holes into concrete, utilizing diamond tipped blades
and bits. The cut or cored concrete is disposed of at the job
site, usually in commercial dumpsters. There have been occasional
jobs where we agreed to provide for the removal of the concrete.
In these cases the concrete was disposed of at Western Mobile,
located in Greeley on North 25th avenue.
971'.8'1
To cut openings such as windows and doors into concrete walls we
have a saw known as a "wallsaw". To use this saw we mount metal
tracks onto the concrete wall, then mount the wallsaw onto the
tracks and cut the necessary lengths, removing and adjusting the
angle of the tracks as required. We also do a large amount of
"flat sawing", utilizing 2 different sizes of flatsaws, a 35 and a
65 horsepower. The 35 flatsaw runs on unleaded gasoline and
propane, allowing it's use inside buildings. All of the other
equipment runs on unleaded fuel. These 2 flatsaws are used to cut
control joints in concrete/asphalt floors or, pads, sidewalks,
airport runways, and parking lots. Both the wallsaw and the
flatsaws are capable of cutting at varying depths, ranging from 1"
to 15". We also utilize numerous other smaller variations of
handheld saws, used for cutting in tight spots or special
situations. For instance, we have a chainsaw that enables us to
cut square corners, without the otherwise necessary overcut lines
left by the wallsaw. And finally, coring holes into concrete
floors, walls, and ceilings is another service provided by our
company. We have 4 coredrills that core holes from 1/2" to 12" in
diameter and up to 3 feet in depth.
9. How close is this site to other residential structures?
Three homes owned by Dorothy Altergott are located one quarter mile
to the west. There is also a house east of our site on the north
side of Eastman Park Drive, just east of Kodak's gate 2.
10. How many people will be employed at this site and what hours
will they work?
In addition to ourselves, we maintain one to two fulltime employees
throughout the year, but will hire one to three parttime employees
during the busier summer and fall months. Todd works fulltime at
the business and I work parttime as the bookkeeper. The employees
arrive between 6:30 and 7:00am and load the trucks and trailers.
They then depart for the current job usually returning to the shop
around 5:00 or 6:00 pm. Occasionally we need to work a night, late
evening, or weekend.
11. How many people will use this site?
A family of three who will reside in the 3 bedroom home and one to
five employees, with one to three of the potential five employees
being parttime. We currently have two employees. Historically,
during the summer months we have hired 1 to 2 temporary employees.
12. What type and how many animals, if any, will be on this site?
We currently have three horses, two dogs, a cat, and a rooster.
97118
13. What type and how much, if any, operating and processing
equipment will be utilized on site?
None, the concrete cutting equipment is not operated on site and we
have no processing equipment, please refer to question 8 for
description of activities preformed by our business.
14. What type and how many structures will be erected on this
site?
We are pouring a concrete floor inside the Shop which is building
#3 on the plot plan map. This building is currently wired for 110
and 220. The existing electrical work will he brought up to code.
An additional 200 AMP service has recently been added, from the
main electric line to our residence. 100 of the additional AMPs
will be added to the existing service of the shop, providing our
site with adequate electrical services. Also the west one half of
the shop will be insulated and heated. The east half of the shop
will be used for as a horse barn. Please see enclosed diagram of
improvements located within the USR application.
We also plan to build an additional storage shed to be used for
parking trailers. Approximate size for the shed is 14'x 36'. This
will be erected to the east of the current shop, over existing
parking sites, see map. A flood hazard permit will be required
prior to construction of this building.
15. What kind (type, size weight) of vehicles will access this
site and how often?
Household vehicles include:
(1) 3/4 ton 4 wheel drive GMC truck
(1) 4 door Chevy cavalier
(1) 3 horse slantload trailer
The chevy cavalier is used as transportation for Laurel Johnson.
The truck is used to haul the horse trailer and is mostly parked,
as is the horse trailer.
Business vehicles include:
(2) 1/2 ton 2 wheel drive GMC trucks
(1) 3/4 ton 4 wheel drive GMC truck
(2) WW Cargo trailers, size in feet: 5X8 and 5X10
(3) Flatbed trailers, size in feet: 5X8, 6X10, and 6X12
(1) Flatbed, tilt -bed trailer 5X8ft
The number of trucks used depends on the job being worked, as does
the need for the trailers. In the winter months, there are days
when we have no work, in which case no trucks or trailers leave the
site. During these periods, no employees frequent the site. The
busiest traffic would be three of the above trucks, with or without
trailers. Currently, we are running one to two trucks each day,
again dependent on the jobs.
97118,1
The employees arrive in the morning between 6:30 and 7:00am. They
load their truck and trailer for the day, leaving the site by 8:00
or earlier. There are some occasions when an employee may return
in the middle of the day, to exchange equipment for a different
job. Usually they are out and do not return until 5:00 to 6:30pm,
and leave for home after unloading and parking truck/trailer. Not
all the trailers are used frequently and all are lightweight,
please see above list for sizes. Currently we have two employees
and may go up to 3-5 in the busier months. Historically, we have
maintained one to two fulltime employees, hiring temporary help in
the summer months. All work is done off our site, thus employees
are not on site most of the day.
16. Will this site use a septic system or public sewer facilities?
Presently, we are on a septic system rated to support the needs of
a three bedroom home. Also, if annexed into the city of Windsor,
we would likely be able to utilize the public sewer facilities.
Please note that one of the three bedrooms has been converted into
an office for the business and the septic is only supporting the
needs of a family of three. An evaluation of the septic system
dated January 7, 1996 reports the existing septic system is large
enough to support the needs of a 3 bedroom home. A letter from
Jerry McRae, PE supports the county's evaluation regarding the
septic system. He also demonstrates that the system is capable of
supporting our family's usage and the additional uses of our
business. His figures included five employees and left a safety
margin of greater that 100gpd. Please note that his proposed
sewage load included two bedrooms with two persons per room. We
have a family of three, not four. Also the business' maximum
number of employees has been four and the average is two, thus the
septic system should be plenty large enough to handle the
additional usages generated by the business. These letters are
also located within the USR application.
17. Are you proposing storage or stockpile of wastes on this site?
NO.
18. How often will debris, junk, or waste be disposed of?
Our business does not accumulate any type of hazardous waste and
the concrete cut or cored is disposed of at the job sites. On the
very rare occasion that we do agree to remove the concrete from the
original job site, the concrete is disposed of at Western Mobile
Concrete located in Greeley. Currently, and for the last two
years, all oil changes on the trucks are done at Jiffy Lube or Weld
County Truck City. Prior to this we recycled used oil at Agland
located on Hwy 85 and 16th Street. BFI currently provides a one
yard dumpster, dumped every two weeks or as needed, for our
business and household needs. We plan on continuing with their
services. Any junk or debris will be disposed as needed.
9711.97i
19. How long will it take to constructthis site and when will
construction begin?
Construction will begin March 17, 1997. We hope to have the shop
completed by May 15, 1997. The proposed storage shed for trailer
parking will not be built for one to two plus years.
20. Explain the proposed landscaping plans and erosion control
measures associated with this site.
The site has existing landscaping which has been in existence for
many years, including ten full grown trees and numerous brushes
scattered around the yard and the driveway. Four large lilac
brushes (I believe they are lilacs...) provide screening, to the
south, for the parking sites located in front of the house. All
trees will be protected during construction. This spring we will
plant the north three to four acres in native dryland grasses. When
mature this field will be used as pasture for the horses. The front
existing pasture will also be reseeded. Then over the next few
years we will be putting up necessary fencing.
21. Explain any proposed reclamation procedures when termination
of the Special Review use begins.
The proposed site would easily be able to continue providing
services to future owners or ourselves, upon termination of the
proposed plan.
22. Explain the need for the proposed use (activity) in Weld
County
There is a large need for our services within Weld County. Over
the past two years our company has been utilized by contractors
working in the Windsor area. Recently we completed our work for
the remodel project at Steele's Market and were also involved with
the construction of the new library in Windsor. In Greeley, we
have been called out frequently to assist with the construction at
the new Weld County Jail and Youth Detention Center located near 0
street. We have also done work at Greeley's sewage plants. The
Cities of Evans and LaSalle have also utilized our services over
the past three years. In addition to the work provided for the
surrounding cities, we have worked for numerous local businesses,
dairy farmers, homeowners, as well as UNC, Aims, and NCMC.
Additionally, we provide fulltime employment for two persons who
live within Weld County. Health insurance, paid holidays, and paid
vacations are benefits our business is able to provide for the
employees.
9711111
23. Who will provide fire protection for this site?
The Windsor/Severance Fire Protection will provide fire protection
for our site. The nearest station is located in Windsor at the
corner of 8th and Main. within three miles of our proposed site.
24. What or who will provide water to this site?
The City of Greeley currently provides water to this site. In the
event of being annexed into the City of Windsor the tap would be
changed to the City of Windsor.
25. How will storm water drainage be handled on the site?
Historically, the drainage appears to have been to the southeast,
towards the ditch. There will be no asphalt laid for parking and
we will continue supplementing the existing gravel as needed.
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February 21, 1997
Mr. Don Carol
Weld County Engineering Department
(hand delivered)
Steven G. Smith, PE
c/o Ms. Barbara Brunk
RMC Inc.
700 Florida Ave.
Suite 500
Longmont, CO 80501
Re: Johnson Property -City of Windsor, Weld County
Dear Mr. Carol:
I have performed an evaluation of the flooding impacts with respect to the above
referenced property and the Law Ditch drainage. Utilizing field run cross section data
and hydrology (discharge of 4800 cfs) as provided to me by the Kodak Corporation
I performed a HEC-II run from a point just downstream of WCR 66 to a point just
upstream of the existing barn. My analysis shows that the barn is in an area of
shallow flooding with a flooding depth of approximately one foot. I believe that this
flood area would be specified as a FP -1 zone.
Don I have not included the technical back up for my analysis but I can furnish
this to you if it is of help to you. Please do not hesitate to contact me at (303) 280-
9200 with your questions.
Sincerely,
Leven G. Smith, PE
cc: Ms. Barbara Brunk, RMC
971183
P.02
JAN -13-1997 09:00
1111111
i O
COLOR • DO
January 9, 1997
Jacob and
9535 WCR 6
Windsor, C
orothy Altergott
nlorado 80550
I
RE: Jacobi and Dorothy Altergott ISDS No.: 96
Perini No.: SE -9600157
-083
DEPARTMENT OF HEALTH
1517 16 AVENUE COURT
GREELEY. COLORADO 80631
ADMINISTRATION (970) 3539566
HEALTH PROTECTION (970) 35$635
COMMUNITY HEALTH (970) 353-0638
FAX (970) 356-4966
I
Dear Mr. and Mrs. Altergott:
On Januar'A 7, 1997, an evaluation of the existing individual septic disposal
system at 19695 Weld County Road 66, Colorado; Section 22, Township 06 North,
Range 67 west, was conducted by Troy Swain. 11
There is Tot enough information available t determine if the septic system
identified above is of sufficient size to acc mmodate the structures(s) served
by this s stem. This Department recommends hat the system be brought into
compliance with current regulations. A repairpermit must be obtained and a site
evaluation must be conducted prior to any altirations to the system.
The existing individual septic disposal system is of sufficient size and capacity
to ely handle
for aro
n the
proposed
bedroom reside re i evaluation is based on a final
treatment
Se advised, neither the County of Weld nor any of its agents or employees
undertake or assume any liability to the o r of the above property. to any
purchaser of the above property or to any le ing agency making a loan on the
above property lor in the report- I
This inspection was conducted for the purpo a of determining compliance with
current regulations and for detecting health zards observable at the time of
inspection This does not constitute a warren y that the system is without flaw
or that it will continue to function in the fu e. Inspections requested during
periods of snow cover and high soil saturati may be of questionable value to
potential uyers due to adverse conditions. aluations based on Statements
of
Existing (8.0.E.) relies on information the pr perty owner provides, under
indicating current status of the system and r resenting to the best of his/her
knowledge �he system is not failing to funct' n properly_
If we can ibe of any further assistance, plea contact our office aC 353 -0635 -
Sincerely,
Troy wait'
Environme al Protection Specialist
TS/rb-164
Enclosure
cc: Weld
(1)
County Planning Department
01/13/97 08:53
Weld Counts- Planning Dept
JAN 131E7
9'7119'
TX/RX NO.6004 P.002 •
WELD COUNTY ROAD ACCESS INFORMATION SHEET
Weld County Public Works Department
933 North 11th Avenue, P.O. Box 758, Greeley, Colorado
Phone: (970) 356-4000, Ext. 3750
1.
Applicant Name'I O 1. rt( 1O\ln5Qh? Phone 3SZD' 3�93
City State('Q
Address '"�It�4� f� �i
Address or location of access S�lyf�'es r� a 13'i
Range
2.
Section o2a
Subdivision
Weld County Road # Cola Side of Road We N E or W
Distance from & number of intersecting ` 7253 f P(n(D ppbs. 1 T'
3. Is there an existing access to the property? \ Yes X. No # of accesses
Township
Zip 80(03k
Block Lot
4. Site Sketch:
5.Proposed use:
It
G.)ri irrda
1
Other
N
A
X Permanent y Residential/Agricultural Industrial
Temporary j( Commercial _ Subdivision _
OFFICE USE ONLY
Road ADT Date Accidents Date
Road ADT Date Accidents Date
Drainage Requirement Culvert Size Length
Other Comments:
Installation authorized
Special Conditions
Information Insufficient
Reviewed by:
Title:
971183
Shani Easton
Weld County Planner
1400 N 17 Ave
Greeley, CO 80631
March 17, 199
Regarding: Use By Special Review
SE -622, SE1/4 of S22, T6N, R67W of the 6PM
Dear Shani,
Please find enclosed the application with all necessary copies for
our Use By Special Review proposal. Enclosed within the
application is a letter from Jerry McRae, PE regarding the septic
system. A copy of his letter has been provided for the Weld County
Health Department. I have also submitted copies of two letters
written by our current neighbors. These letters address neighbors ow r
business has effected them and the type ghbors we havebeen,
in their opinions.
If additional information is required I trust you will notify me.
Again, thank you for your time and assistance. It has been
invaluable.
Sincerely,
l-2 4urel Johnson
enclosures
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