HomeMy WebLinkAbout20060375.tiff MINUTES OF THE WELD COUNTY UTILITIES ADVISORY COMMITTEE
A regular meeting of the Weld County Utilities Coordinating Advisory Committee was held on Thursday,
August 11, 2005 10:00 a.m., in the Conference Room of the Weld County Planning Department at 918
10` Street, Greeley, Colorado.
Members Present: Doug Melby, Robert Fleck, Jerry Adams, Don Somer.
Also Present: Sheri Lockman, Jacqueline Hatch
CASE NUMBER: MF-1039
APPLICANT: Charles Messerlian
PLANNER: Sheri Lockman
LEGAL DESCRIPTION: Pt N2 of section 10, T7N, R67W of the 6th P.M., Weld County, Colorado.
REQUEST: Minor Subdivision Final Plan for 9 (nine) residential lots (Prairie Hollow
Estates).
LOCATION: South of and adjacent to CR 84 and west of and adjacent to CR 21.
Sheri Lockman Department of Planning Services presented MF-1039. The services will be provided by
Poudre Valley REA, Qwest and propane. There are service letters form both Qwest and Poudre Valley
REA.
Robert Fleck asked where the closest municipality was for sanitary sewer. Ms. Lockman stated that
Boxelder was being brought in from the west. It was requested by staff that they speak with them. At this
time it is not feasible to obtain service. Saddler Arena is in the area but not developed yet.
Doug Melby moved to approve. Don Somer seconded. Motion carried.
CASE NUMBER: PF-604
APPLICANT: Antelope Estates
PLANNER: Sheri Lockman
REQUEST: Cluster PUD Final Plan for six (6) residential lots and one Agricultural
outlot
LEGAL DESCRIPTION: Lot C of RE-2940, being a part of the NE4 of Section 29, T9N, R67W of
the 6th P.M., Weld County, Colorado
LOCATION: South of and adjacent to CR 102 and west of and adjacent to CR 17
Sheri Lockman, Department of Planning Services presented PF-604. The services will be provided by
Nunn telephone and Poudre Valley REA.
Robert Fleck asked where the closest municipality was located for sanitary sewer. Ms. Lockman stated
there was nothing in the area that could provide services.
Don Somer asked what the outlot will be utilized for. Ms. Lockman stated this was done as a cluster so to
utilize the wells there was a need to have a 2/3 portion of the area in outlot. The outlot could possible be
used in the future after the forty year requirement from the State but there would need to be a public water
supply.
Doug Melby asked if the utility easement between Lot one and the outlot should state 15 feet. Ms.
Lockman stated the back lot lines are typically 20 feet, 10 foot easement on each side would be
acceptable. There needs to be utility easements throughout the outlot
Jerry Adams asked if the outlot was part of the application which would make the need for the side lot
easements to be 10 feet on either side of the parcel line. Ms. Lockman stated there needs to be 20 feet
on the east side between Lot 1 and the outlot. Mr. Adams added there needs to be a 20 foot perimeter
easement around the outlot and 15 easement adjacent to road right-of-way. Ms. Lockman stated that
could be added and the outlot could have agricultural structures so it is feasible they will need those
easements. Mr. Adams stated that the plat needs to be brought up to standards with regards to all
easements. Mr. Adams stated there would be room for a 20 easement on the south lot line. Mr. Somer
stated that a 20 foot utility easement is needed along the south side of lots 4, 5, and 6. Mr. Adams
indicated the applicant may want to include an access easement as well.
2006-0375
Robert Fleck moved to approve. Doug Melby seconded. Motion carried.
CASE NUMBER: 2nd AmPF-431
APPLICANT: DBM Consulting LLC & Lehigh Enterprises Acquisition Corp
PLANNER: Jacqueline Hatch
LEGAL DESCRIPTION: Lots 4, 5, 6 & 7 Block 2 Western Dairymen Cooperative Section
10, T2N, R68W of the 6th P.M., Weld County, Colorado.
REQUEST: An Amendment to a PUD Final Plat Redesign - consolidating Lots 4, 5, 6
& 7 of Block 2 into one (1) lot in the Western Dairymen Cooperative PUD.
LOCATION: South of Hwy 119; approximately 1/4 mile east of CR 7.5.
Jacqueline Hatch, Department of Planning Services presented Case 2AmPF-431. The intent is to
consolidate Lots 4-7 into one lot. Services will be provided by Left Hand Water District and St. Vrain
Sanitation. The intent is to retain the 20 foot existing utility which runs east/west through site.
Rob Fleck stated they have talked with the owners and reviewed the requirements and are in agreement
with the proposal. There will be some requirements regarding the multi tenants.
Jerry Adams added that there is a 10 foot utility easement on the replat but it should be a 20 foot
easement through the middle. Ms. Hatch stated it was 10 foot on each side of the property line.
Robert Fleck moved to approve. Don Somer seconded. Motion carried.
Respectfully submitted,
Voneen Macklin
Secretary
Poudre
POUDRE VALLEY RURAL Valley REA
"lLECTRIC ASSOCIATION, INC.
P.O. BOX 272550 7649 REA PARKWAY
FORT COLLINS, CO 80527-2550 FORT COLLINS, CO 80528
Bus. Phone 970-226-1234 W( 970-226-2123
800-432-1012 www.pvrea.com
June 9, 2004
Team Engineering
Jeff Couch
3468 Shallow Pond Dr.
Fort Collins, CO 80528
RE: WO37409, PRARIE HOLLOW SUBDIVISION LOCATED IN SECTION 10, TOWNSHIP
7 NORTH, RANGE 67 WEST OF THE 6TH PM, COUNTY OF WELD, STATE OF
COLORADO
Dear Jeff:
Poudre Valley Rural Electric Association, Inc. is ready, willing and
able to serve all electrical loads within our certificated service
territory subject to the Rules and Regulations of Poudre Valley Rural
Electric Association.
i" If you have any further questions, please call our office.
Sincerely,
John R. Thomas
Engineering Representative
hhp
C\Documents and Settings\hpetCHMy Documents\2004\mmw037409 PRAIRE HLW READY-ABLE LTR.doc
AN EQUAL OPPORTUNITY EMPLOYER Your Touchstone Energy`"Partner
3351 Eastbrook Drive
Fort Collins, CO 80525
Qwest.
QWEST
3351 Eastbrook Dr.
Fort Collins, CO. 80525
Date: May 10, 2004
Subject: Service to Prairie Hollow Estates
Team Engineering
3468 Shallow Pond Dr.
Fort Collins, Co. 80528
Attn: Charles Meserlian
r
QWEST will provide service to your planned development, Prairie Hollow Estates, in
Windsor, Co. area. Provisioning the service will be in accordance with the rates and
tariffs on file with Colorado Public Utilities Commission.
The owner is responsible for provision of all trench, conduit, ditch crossings, and street
crossings for communication facilities within the project. Contact the Qwest engineer for
conduit specifications for the main communications cable.
The developer will pay for any relocation of existing communication facilities required by
these plans.
If there are any further questions, or if I can provide any assistance, please contact me on
970 377-6403.
Very Truly Yours.
Richard L. Stiverson
Senior Design Engineer
USA
Proud sponsor
Dr_ ' r
WATER SERVICE AGREEMENT
(DEVELOPMENT/SUBDIVISION - SINGLE SYSTEM)
THIS AGREEMENT is made and entered into as of the 14th day of July, 2003,
by and between the North Weld County Water District, acting by and through the North
Weld County Water District Enterprise (hereinafter "District") and Charles Meserlian,
(hereinafter "Developer"), of Black Hollow Estates Minor Subdivision, (hereinafter
"Development").
RECITALS
WHEREAS, District is a statutory special district formed under the laws of the
State of Colorado and is a quasi municipal corporation; and
WHEREAS, the District Enterprise was created by the District, in order to comply
with the provisions of Section 20, Article X of the Colorado Constitution and Article 45.1
of Title 37 of the Colorado Revised Statutes, as applicable; and
WHEREAS, the District owns, maintains and operates a system for the storage
of and distribution of potable water within Weld County and Larimer County, Colorado;
and
WHEREAS, the Developer desires to contract with the District for certain potable
water supplies and services for the Development known as Black Hollow Estates; and
WHEREAS, Developer intends to plat and/or develop more than three residential
lots which will require dedication of raw water and/or payment of cash in lieu of raw
water dedication in accordance with the terms of this Agreement;
NOW, THEREFORE, in consideration of the premises and the covenants and
agreements hereinafter set forth, it is agreed by and between the District and Developer
as follows:
ARTICLE 1
WATER SUPPLY/FACILITIES
1.1 The District shall furnish a customary supply of water for a total of nine (9)
individual residential water taps ("Taps"). The District shall furnish 70% of an acre foot
(228,000 gallons) of water per tap per annual water year, if the allotment for Colorado-
Big Thompson (CBT) project water, which is determined by the Northern Colorado
Water Conservancy District, is 50% or greater. North Weld County Water District will
restrict the delivery as necessary when the CBT allotment is less than 50%.
1.2 The water to be furnished by the District shall be potable water, which
complies with the Federal Safe Drinking Water Act and any other applicable drinking
water regulations. No promise or guarantee of pressure is made by the District or is to
be implied from anything contained herein.
1.3 The District shall use reasonable diligence to provide a constant and
uninterrupted supply of water, except for interruptions due to: (1) Uncontrollable forces;
(2) Operations or devices installed for water system protection; (3) Maintenance, repair,
replacement, installation of equipment, or investigation and inspection of the water
system, which interruption or reductions are temporary, and in the sole opinion of the
District, necessary.
1.4 The District shall install and own a meter vault at each individual lot.
P:\Subdivisions\Black Hollow Estates\W aterServiceAgreement(07-14-03).doc
ARTICLE 2
RESIDENTIAL TAP COSTS AND EXPENSES
2.1 The Developer shall pay the full portion of the construction for water lines
within the Development (or that exclusively serve the Development) that will serve the
individual taps. The District must approve engineering and construction plans of all
water lines before construction. Once the District has approved the final water line
construction and installation, in accordance with all District policies and engineering
requirements, the District will conditionally accept the water lines by issuance of a
conditional acceptance letter (see Exhibit "A"). One year after conditional acceptance of
the water lines, subject to final approval by the District, Developer shall dedicate
ownership of the water lines to the District. The Developer may use the District's
existing water lines to serve the individual taps, if the District determines in its sole
discretion, that the water line may be accessed and has available capacity and pressure
to serve the Development.
2.2 No residential water service will be provided to any water tap within the
Development until all fees, expenses and charges as determined by the District have
been paid and/or water dedicated. The fees, charges and expenses, and/or water
dedication shall be as determined and defined by the District and based upon such
fees, charges and expenses, and water dedication requirements then in effect.
Developer understands that the amount due for such fees, charges and expenses,
— and/or water dedication are subject to change or modification at the sole discretion of
District.
2.3 Pursuant to this Agreement, the fees, expenses and charges for a water
tap consist of (1) Infrastructure Enhancement Fee as determined in Paragraph 2.4; (2)
raw water or cash in lieu as provided in Paragraph 2.7; (3) Plant Investment Fee as
provided in Paragraph 2.5; (4) Mileage Charge pursuant to Paragraph 2.6; and (5)
Meter Fee as provided pursuant to Paragraph 2.10. Notwithstanding anything to the
contrary herein, payment of all fees, expenses and charges as established pursuant to
this Agreement shall be a condition precedent to the District being required to provide
water service to any tap within the Development. If the total fees, expenses and
charges are not paid, all prior fees, expenses and charges paid by the Developer or any
improvements made by the Developer shall be considered as forfeited to the District as
liquidated damages as accurate calculation and determination of damages would not be
possible.
2.4 The Developer will be responsible to construct substantial offsite
infrastructure enhancements. The alignment, size, and cost associated with such
enhancements has not yet been determined. Construction must be completed under
the inspection and approval of the District prior to the issuance of any residential
building permit.
2.5 The Plant Investment Fee shall be the sum of$7,500.0° times the platted
and approved number of lots in this development being nine (9) total. The Plant
Investment Fee as determined pursuant to this Paragraph 2.5 shall be $67,500.00 and
said sum shall be paid by Developer to District in a single lump sum on or before the
10th day of May, 2004. If the Plant Investment Fee is not paid by this last mentioned
date, this Water Service Agreement shall be deemed null and void and the District shall
be entitled to keep, as liquidated damages, any sums or fees previously paid by
Developer. No portion of the Plant Investment Fee shall be returned or refunded once
established pursuant to this Agreement even if the number of lots and/or taps in the
Development is later decreased or unsold. However, if the number of lots and/or taps
increases beyond the number established in this Paragraph 2.5, Developer will pay the
Plant Investment Fee for each new tap within the Development at the rate for Plant
Investment Fees then in effect.
2.6 Also, Developer shall pay the Mileage Charge for each tap in the
Development. The Mileage Charge per tap for this Development is determined to be
P\Subdivisions\Black Hollow Estates\WaterServiceAgreement(07-14-03).doc
$5,400.00 and said sum shall be paid to District by Developer in a single lump sum on or
before the 10th day of May, 2004. If the mileage charge is not paid by this last
mentioned date, this Water Service Agreement shall be deemed null and void and the
District shall be entitled to keep, as liquidated damages, any sums or fees previously
paid by Developer. No portion of the Mileage Charge shall be returned or refunded
once established pursuant to this Agreement even if the number of lots and/or taps in
the Development is later decreased or unsold. However, if the number of lots and/or
taps increases beyond the number established in Paragraph 1.1, Developer will pay the
Mileage Charge for each new tap within the Development at the rate for Mileage Charge
then in effect.
2.7 The raw water requirement shall be met by payment of cash in lieu of the
dedication of raw water. The cash in lieu fee for this Development shall be the total sum
of$117,000.0° if paid on or before the 3151 day of October, 2003. If such sum is not paid
by this last mentioned date, the cash in lieu charge shall be paid as part of the tap
application as provided in Paragraph 2.10. The cash in lieu sum due at the time of the
tap application shall be in accordance with the cash in lieu fee as established by the
District and in effect at the time of the tap application for this Development.
2.8 The Developer shall provide the District with security to secure the
installation and warranty of water lines within the Development during the one-year
conditional acceptance period. Said security shall cover 25% of all costs for
construction of said water lines, which shall be released at the expiration of the one-
year warranty period and upon full acceptance of the water lines by the District. The
type of security to be accepted shall be at the sole discretion of the District which will
normally be a letter of credit, certificate of deposit, or bond.
2.9 During the one-year conditional acceptance period the Developer will be
responsible for any repairs or maintenance of the Development water line
improvements. All such repairs and/or maintenance shall be in accordance with the
District policies and engineering requirements, and shall be reviewed and approved by
the District prior to any repairs or maintenance being effected except in emergency
situations.
2.10 Prior to a meter being set and water service being provided at or for any
tap, the Developer or parcel owner shall be required to complete the District's tap
application form, pay the Meter Fee, and pay any remaining fees, expenses and
charges, if any, (such as cash in lieu), in accordance with the policies and procedures of
the District at the time of any tap application, or any other expenses or costs that may
be incurred by the District in relation to the Development.
ARTICLE 3
FIRE PROTECTION
3.1 Fire protection is a basic provision generally required for development
activities in the County for which this Development is to be constructed. The
Development may be located within an established fire protection district ("FPD") which
has its own policies, procedures and requirements concerning fire protection which may
be in addition to or supplement any requirements imposed by the County. Developer
understands that District is not responsible for compliance with any such FPD or County
requirements and such requirements are the sole responsibility of Developer, FPD
and/or County. Developer further understands that District is not required to provide fire
flows or even allow fire protection devices, including but not limited to hydrants, water
lines, sprinklers, and valves, to be installed, inspected, serviced or provided by District.
3.2 However, as a courtesy and public service, District will permit Developer
to install certain fire protection infrastructure pursuant to the provisions of this Article 3
and any other provisions or requirement deemed necessary by District, in its sole
discretion.
P:\Subdivisions\Black Hollow Estates\WaterServiceAgreement(07-I4-03).doc
3.3 Developer shall provide to the District, FPD and County plans and
specifications for fire protection infrastructure, including but not limited to location and
size of water lines to serve fire hydrants ("Fire Facilities"). Said plans shall be in
accordance with any specifications and requirements established by District, County
and/or FPD. Based upon the plans, the District has determined that Developer shall be
required to install separate and dedicated Fire Facilities which are water lines and
hydrants separate and apart from the water service lines that provide potable water to
the residential taps within the Black Hollow Estates Development. If Developer is
unable to provide adequate or completed plans at this time, the District, in its sole
discretion, may subsequently require the Developer to install such separate and
dedicated Fire Facilities prior to final approval and submission and/or recording of any
final development plan.
3.4 Upon final approval of the plans and designs by District, County and FPD,
Developer shall be responsible for installation of the same including all costs incurred by
District to review plans, installation, and inspection of the same by District. Upon
approval of the installation of all such fire facilities by District, County and FPD, District
will thereafter assume the responsibility for effecting maintenance and repairs of such
facilities but District will be compensated for such maintenance and repairs, in
perpetuity, by Developer or Homeowners Association in the Black Hollow Development.
Additionally, responsibility for all costs of maintenance and repairs shall become a part
of Covenants that run with the title to all lots and property within the Black Hollow
Estates Development, and which shall constitute a first and prior lien upon all lots and
property in said Black Hollow Estates Development.
3.5 As a consideration for this Agreement, Developer releases District from
any and all liability or claims that may be made against the District concerning lack of
water, pressure, maintenance, etc.
3.6 Any final approval of this Development must make reference to the
responsibility of the property and owners concerning expenses of maintenance and
repairs for the fire facilities pursuant to Paragraph 3.4
ARTICLE 4
EASEMENTS AND RIGHTS-OF-WAY
4.1 As additional consideration for this Water Service Agreement, Developer
agrees to sign and execute the attached form Easement and Right of Way-Agreement
(Exhibit "B") with the specific locations, widths, size of pipeline(s) and_descriptions-te-be
dotermined all of which shall bo satisfactory to the District, at its so
Agreement is conditional upon exocution and recording of the Easementand-Right-of-
Way Agrooment, and until such Easement and Right of Way Agree
the satisfaction of the District and recorded, District shall not bo required to-provide-any
services of any type.
1.2 In addition to execution of the attached Easement and Right of Way
Agreement, any plats submitted for approval to any govornmen
and indicate the location of the easements and rights of way as provided-in-this
approval by any governmental authority.
ARTICLE 5
MISCELLANEOUS
5.1 This Agreement is conditional as the final plat of the Development has not
yet been approved by Weld County. If the final plat is not approved on or before the
3151 day of July, 2004, this Agreement can then be terminated by Developer and the
same shall be considered null and void. Notwithstanding any language to the contrary,
P:\Subdivisions\Black Hollow Estates\WaterServiceAgreement(07-14-03).doc
Developer shall be entitled to a refund of 90% of costs and expenses paid pursuant to
Article 2. The 10% retention by the District shall be considered as administrative
expenses.
5.2 This Agreement cannot be assigned by Developer without the express
written approval of District.
5.3 This Agreement shall inure to and be binding upon the parties hereto and
their heirs, executors, personal representatives, successors and assigns.
P:\Subdivisions\Black Hollow Estates\W aterServiceAgreement(07-I4-03).doc
IN WITNESS WHEREOF, the parties have executed this Agreement the day and
year first above written.
DEVELOPER:
DRAFT
By:
DISTRICT:
ATTEST: NORTH WELD COUNTY WATER DISTRICT
DRAFT DRiy T
By: By:
Secretary President
STATE OF COLORADO )
) ss.
COUNTY OF
The foregoing instrument was acknowledged before me this day of
, by
Developer.
Witness my hand and official seal.
My commission expires:
DRAFT
Notary Public
STATE OF COLORADO )
) ss.
COUNTY OF WELD
The foregoing instrument was acknowledged before me this day of
, by as
President and as Secretary of North Weld
County Water District.
Witness my hand and official seal.
My commission expires:
D T
Notary Public
P:\Subdivisions\Black Hollow Esta es\WaterServiceAgreemeng07-14-03).doc
CHURCH & Associates, Inc.
ENGINEERS&GEOLOGISTS
February 19, 2003
M. Charles Messerlein
do Team Engineering, Attn: Jeff Couch
3468 Shallow Pond Road
Fort Collins, Colorado 80528
Subject: Preliminary Percolation Test Report, Proposed Black Hollow Estates
NE ''A of Section 10, Township 7 North, Range 67 West of the 6`h P.M.
Weld County, Colorado
Job No. 15244-L
Mr. Messerlein,
As requested, we have conducted preliminary percolation tests in accordance with Weld County
Planning Department guidelines. The information provided in our report was based on test hole
observations by our office on January 28, 2003 and percolation tests conducted on January 29, 2003.
Percolation tests are to be conducted on at least 20% of the total number of the lots proposed to
comply with Weld County Planning Department's requirements for developing lots between I acres
and 5 acres.
PROPOSED DEVELOPEMENT
The 80±-acre parcel is located in the NE 1/4 of Section 10, T. 7 N., R. 67 W. of the 6th P.M in Weld
County, Colorado. It is proposed to divide the parcel into 9 rural-residential lots ranging in size from
approximately 6.7 acres to 15.3 acres, as presented on Figure 2. Domestic water is to be supplied by a
public water supplier. Sewer services are to be constructed on-site for each individual residence.
SITE CONDITIONS
The site is located approximately 9 miles east of Fort Collins at the southwest corner of Weld County
Roads 21 and 84. Black Hollow Reservoir is located approximately Y2 mile to the north. The property
consists of vacant pasture. The Larimer County Canal forms the west property boundary. Slopes at
the southwest corner of the property are directed to a small pond, which drains towards the southeast.
Slopes at the majority of the site are directed to a centrally located valley, which drains towards
generally to the east-southeast. Slope conditions vary throughout the site and range from relatively
level near the center to 6%, or more, near the southwest corner.
SUBSURFACE CONDITIONS
Four exploratory borings were drilled at selected areas of the site. Two percolation holes were
— excavated near Test Holes 1, 2 and 3, each. Surficial soils at the site generally consist of 6 inches of
topsoil underlain to 7 feet, or more, of sandy to very sandy clay with sand layers. Claystone, or shale,
underlies the surficial soils in Test Holes 2, 3 and 4, as presented on Figure 2. Percolation test results
DENVER 4501 Wadsworth Boulevard Wheat Ridge,CO 80033
303.463.9317 Fax:303.463.9321
Preliminary Percolation Report
Job No. 15244-L
Page 2
indicate percolation rates ranging from 24 minutes per inch (MPI) to slower than 240 MPI. Free
groundwater was encountered in 3 of the 4 test holes at depths ranging from 8.4 feet to 15.7 feet.
OWS FEASIBILITY
The subsurface conditions and percolation tests indicates "standard" OWS may be suitable for some
of the lots. The best percolation rates were observed in the area of Test Hole 2. Drain fields for these
conditions may consist of trenches or beds. Trenches are preferred over beds as they can provide
better treatment of wastewater and provide more sidewall absorption area than beds. Engineered
OWS will be required for slower percolation rates such as those encountered in the areas of Test
Holes 1 and 3. Low-pressure drip irrigation systems (LPIDS) are cost effective OWS for soil with
slow percolation rates. Evapotranspiration/absorption (ETA) fields, typically more expensive to
install than LPDIS, are also applicable to soil with poor percolation rates. All drain fields will need to
meet required setbacks from the Larimer County Canal and other features included in County
regulations. Shallow ground water levels, which may require mounding of drain fields, may be
encountered in lower areas and near the canal. Costs of constructing "standard" OWS can range from
$3500 to $5000 and will vary with the number of bedrooms in the home, site conditions and
contractor fee variations. Costs for constructing LPDIS can range from $5000 to $12,000. Mounding
may add 10% to 50% to these costs. Drain fields are anticipated to range in size from 1200 square
feet for "standard" OWS to 9000 SF, or more, for LPDIS. Envelopes for primary and back up drain
field locations on each lot are recommended. The envelope locations should be allowed to move.
However, the type and size of the drain field for each lot will be determined by the conditions at the
field location.
CONCLUSION
Based on the data presented in this report, "standard" OWS may be suitable for some of the lots
although engineered OWS may be required for most of the lots. The county requires site-specific
percolation investigations prior to issuance of building permits. A site plan showing all existing and
future buildings, driveways, corrals and other features to scale should be provided to the Engineer for
OWS site determination and percolation testing.
If there are questions or we can be of further service, please call the Loveland office.
Sincerely,
CHURCH&Associate� j AQ0 ,,,,g/�''•.,
L � 316611';
CCs
Barbara L. Dallemand m o
o�•��19�03: a�
BLD/t'f ,'���,a::a e:,a,•
3 copies sent
I
)
PROPOStL7 BLACK HOLLOW ESTATES SCALE
NE 1/4 SECTION 10, T. 7 N., R. 67 W. OF THE 6TH P.M. 1" = 300'
WELD COUNTY, COLORADO
WELD COUNTY ROAD 84 (60' ROW)
•MIO f \ \\ P TH I
TH-3 • •
TWO PERCOLATION LOT 4 LOT 3 LOT 2 '�\ I )
HOLES LOCATED NEAR 7.092 AC 7.230 AC 7.031 AC
TEST HOLES I, 2 a 3 LOT I c
7.136 AC ' , b
co
CANAL � .
COUNTY I Q
e- LOT 5 �__._r--- •- •
_____L
\p4 K-- 6.716 AC BLACK HOLL7.7) • OW
COURT a-----rf LOTS ---\\--- 8
LOT 6 l� 7777.. 7.159 AC
15.378 AC LOT 9 1
\\ \\ 7.136 AC I
TH-4
• L TH-2
i• 1/ 7.142OT 7 AC 719, . ____ _\\S„,,k.\\71" POND N____ . _ _ _._.-;. —
. \\*\ _ ---
-" — DRAWING BASED ON PRELIMINARY PLAT BY TEAM ENGINEERING
SITE PLAN AND LOCATION OF PROFILE
JOB NO. 15244-L AND PERCOLATION HOLES FIGURE 1
) )
n+1 TH-2 TH-3 TH-4
0
0/12 37/12 11/12 14/12
a WC-02 WC-113 NC-10A 5
a-80 -890-61
PI:14
1
0/12 36/12 12/12 1 25/12 `
10 WC-218 MC-79 WC-28B 1 )
OD=010 CD-100j
C
15 1 1
1412 27/12 92/12 96/12
20 WC-142 WC-212 NC-22.0
DO-103
20
EXPIANATIONB: L�
® 70280E teak PMRYSLTe,PARRY CLAYEY, r 0/12 INDICATES
THAT II BLOWS OF INO POUND H ER FALJN030 INCHES C
NOIBT7D WET,LOOBETONEOIUN IIEOIBIDTO DRIVE A2.5 WM 0.0.BAWLER 12 INCHES
DENISE,LW BRO M
`7' CLAY,WIENTO WSW SANDY, WEATHERED OAYBTO/EAND BLTBTO E,
'i WITH aim IAMM,L10107. ® WEATHERED 1102(1.FON TO HAMONVETOGTEY 1 ISSUF INDICATES FPEEWAT73AAN0 TINEM9MBB1 OF D48AFIER OPIUM 1112
'-- STIFF TO ME%BTFF,MAW TO
AE/.9l1RBABRIW9 TARN
NOTES: 1.THE E7PIARATOIYBONN08WERE DRUM ON 1-2803 MICA 43NCH7
DIMETBTCCMNUOTBROHTAUGER POMPEII BYCAEJtB DIWJNO In
a FREE WATER WAS ENCOUNTERED AT THE'ME OF DRILLING AS SHOWN
3 WC-WATER CONTENT 014 CD-DRY DENSITY pa)
46/-PBiCI NT OF RNEH PAS90D THE M1LEB%200 SEW.
u -NOUD LAO N-PIABDf71YICU
LOOS OF E]fPLORATORY BORINGS
.LOB NO.16244E FIGURE 2
PERCOLATION TEST RESULTS
PROPERTY OWNER: MESSERLEIN
PROPERTY ADDRESS: PROPOSED BLACK HOLLOW ESTATES
LEGAL DESCRIPTION: NE 174 SECTION 10, T. 7 N., R. 67 W.
COUNTY: WELD SIZE OF PROPERTY: 80± ACRES
DIAMETER OF HOLES: 6 INCHES DATE HOLES EXCAVATED: 1-28-03
SOIL SURFACE SCRAPED: YES DATE/TIME OF PRESOAK: 1-28-03, 10:00 A.M.
AMOUNT OF PRESOAK: 2-3 GAL/HOLE DATE/TIME OF PERC TEST: 1-29-03, 9:00 A.M.
DEPTH DEPTH PERC
PERC DEPTH MINUTES START END CHANGE RATE
HOLE (INCHES) (INCHES) (INCHES) (INCHES) (MPI)
IA 32 30 20.75 21.50 0.75
30 21.50 22.13 0.63
30 22.13 22.63 0.50
30 22.63 23.13 0.50
30 23.13 23.63 0.50
30 23.63 24.13 0.50 60
IB 32 30 17.63 18.00 0.38
30 18.00 18.25 0.25
30 18.25 18.50 0.25
30 18.50 18.75 0.25
30 18.75 19.00 0.25
30 19.00 19.25 0.25 120
2A 32 30 20.00 21.63 1.63
30 21.63 23.00 1.38
30 23.00 24.50 1.50
30 24.50 26.00 1.50
30 26.00 27.25 1.25
30 27.25 28.50 1.25 24
Sheet 1 of 2
JOB NO. 15244-L TABLE 1
• PERCOLATION TEST RESULTS
DEPTH DEPTH PERC
PERC DEPTH MINUTES START END CHANGE RATE
HOLE (INCHES) (INCHES) (INCHES) (INCHES) (MPI)
28 33 30 22.13 23.25 1.13
30 23.25 24.38 1.13
30 24.38 25.25 0.88
30 25.25 26.13 0.88
30 26.13 26.88 0.75
30 26.88 27.63 0.75 48
3A 35 30 17.50 17.75 0.25
30 17.75 18.00 0.25
30 18.00 18.00 0.00
30 18.00 18.00 0.00
30 18.00 18.00 0.00 240+
30 18.00 18.13 0.13
3B 30 30 19.38 19.75 0.38
30 19.75 20.00 0.25
30 20.00 20.25 0.25
30 20.25 20.38 0.13
30 20.38 20.63 0.25
30 20.63 20.75 0.13 240
Sheet 2 of 2
JOB NO. 15244-L TABLE 1 (CONY)
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