HomeMy WebLinkAboutpitkin.eh.273504401002 (1997)'1121R. 24, 19_7 Allow ':31PMI CITY OF ASPEtf-NL'in RENTAL HEAL Cr{ 0E4-ARTtv1ENT NO. 584 P.8
APPLICATION FOR 1N01 i IuUAL Si::WAGE 01SPOSAL SYSTEM
130 S. Gatera St., Aspen Colorado 91611 Y �dt is 1y AIS
Phone 970-920-5070/Fax 970-920039 'R'I! 1997
Permit # q7W 7 Parcel to a
Permit For. rtew Installation % Repair ( ) Remodel ( ) Emergency Use ( )
hams of OWNER O =
Owner's Mailing Audress O, �Q _ _ ezdg� ��
Business Phone: ,S`Y�7� f i co� Home Phone:
Primary Contact Person Aqoloo
Contac Mailing Address Q -S- 474 Dt.cJ�figS-! L f
Fduslrress Phone : f 7� `,�z3 7 rJ �'J cell Artane : ZJ,200rx l=ax g 7 t?
Copy of permit to be sent to: Owner ( ) Contact Person ,\/% aoth ( }
Street Address
Legal Description: Lat _ 2 ,Block ,Sut mivisfon
Size of los 5-13 1 acres Type of proposed structure: f/Q�! 5¢e of bldg. envelope: 2Z/!)-2 4
Total arealliving space (sq: ft): �, G _ L _ # of Bedrooms, atKcea artiQ similar size roams:
Caretaker Unit : f )Attached( lbetached 9 of Sedrooms. oRicas and similar :Rice rnnmc• ?Ine,111111
J
Wac'r.( )Private,; all( )Spring ( ;Stream Q() Community/Public (Name of System)
Is f1mof of Adequsne Water Attached (required) ? (X) Yes ( ) No
Has this project been approved by Min County 7 ()6 Yes ( ) No
1s a copy of the floor plan attached ( required) ? Pq Yes( ) No
Appitcation bran tndlvtduai sewage dtspdsal ay submitted, The d geed adatowiedges that the above informeUon Is true and that false infpflnAl
ation w
invaridtric
tt the appabon and any subseouarri p IL t of the d not Imply the approval of any other permit required for cmmnsauWatt punauam to Pltxln County
oodes. No rwnsImction may be undemlten all a is d been obtained. The awr�er assumes ail reaWsibligies In caw of ailuro ar inadequacy of this
system. fJAv�
Signature of apptirant /Z00-44- Date W 9 -7
Far deeanment use oelew
---------------------------- -------------- ------ ------ ----------- _------ --_--------- --------____---_--------
pfgJ, U: FQR 1 (PMMUALAMME-DISP_OSAL SYSTEM
P@rt: Rate 3G Min per inch . Profile Hole. Depth to bedrocidgroundwarer frit
Septic tank caoacity: _ -2-5 4-'0 gallons Absorption area: Z,'/ =2- /6.4- „v}; ! j/a jay sq. ft.
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An Inspection is required prior to backfill of any component of the dlbtrlbution system.
Design by Zntlineer Required 7 ( ) Yes t4 No Ali plans and specifications of the engineer must be followed. Any changes must be approved in
writing and the engineer must cent the nal Installa(tijon to the Environmental Health Department in whiing.
Permit approval by: j �,yl�l�l2✓U Date
Pena and soecineeilona'df the proposed individual sewage disposal system have hren rawlewed and aro coneldereel sati3fietCry. Permission is hereby granted io Ina owner or
the egerm to perform the wont Indicated In accordance with the PMn County ISOs ikegulslldn in eM2 at the ifrms of issuc This permt bocam" Invalid 6 months from the date
TIM "PenmR was issuod unless system wnstrurt<en has commenced or an exiensiw mos been approved in wriling by Ing Oepertment.
Installer.
As,Built drawings must be included with this permit before the final approval will be Issued.
007,`/33 Receipts ffd;Time info Complete Site Plan
Date received Z G Permit issued Floor Plan
Received by Finat Insp Requested Well Permit of
rz�fv2n Date Info Complete Final Insp Completed i,� Water System Letter
Fina! Inspecdon Approval Date: /i1 / d "ce&of,as
ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
ISDS DESIGN REQUIREMENTS
DEPARTMENT USE ONLY
Name Boyd Jefferies
House Size 11,362 (75 gpd, 100 gpd, or 130 gpd)
Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 6
Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit
Average Daily Waste Flow 1560 900 # bedrooms X 2 people/br X 75
State Review Required? no
Perc Rate 30mpi (T)
Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75
Q= 2730
Absorption Area (A= Q/5 X SQRT)
A = 2,992 sq. ft. of absorption area required
166 infiltrator units without reduction
A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system.
2094.4 sq.ft. with reduction
116 infiltrator units with reduction
Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers
[]Dry well []Seepage Pit []Pumping Chamber
Is an Engineer -Designed System required? no XX
Minimum tank capacity
SETBACK FROM WELL
# of feet = 238.4
yes reason:
2500 gallons
Permit # ? %,"l %
Parcel ID # 2735-044- o -' Z
130
Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day
should be added unless an RPE can verify that it is not necessary to prevent contamination.
APPROVED FOR ISSUE BYE DATE:
SYSTEM INSTALLED BY:
DATE OF FINAL INSPECTION REQUEST:
FINAL INSPECTION BY:
Printed on Recycled Paper
DATE:
0 ,
Aspen / Pitkin Environmental Health Department
Contact Log Sheet
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Norris and Associates
P. O. Box 5759
Snowmass Village, Co. 81615
Phone: 970-923-2030
Fax: 970-923-4639
To: Pitkin County Environmental Health
We Are Sending You XQAttached
Shop Drawings Prints
Change Order Plans
LETTER OF TRANSMITTAL
Date: 4/23/97 12:43 Job #
Attention: Tom Dunlop
Re: Jefferies Residence
Under Separate Cover
Copy of Letter C
n
Copies Date No. Description
1 4/23/1997 Water Letter (Well System)
1 4/23/1997 East Owl Creek Covenants (For location of septic field)
1 4/23/1997 Title Insurance (Proof of Ownership)
❑ For Approval Approved as Submitted ❑ Resubmit Copies For Approval
FX -]For Your Use Return For Corrections Submit Copies For Distribution
F -]As Requested For Review and Comment Return Corrected Prints
Approved As Noted n
For Bids Due Prints Returned After Loan To Us
Remarks: If you need anvthinq else please let me know.
Copy To
Signed:
Please Notify Us At Once If Enclosures Are Not As Noted.
Paul Broome, Project Manager
1(
If
SOILS AND FOUNDATION INVESTIGATION
JEFFERIES RESIDENCE
LOT 2, EAST OWL CREEK
PITKIN COUNTY, COLORADO
Prepared For:
Robert Trown & Associates
P.O. Box 6820
Snowmass Village, CO 81615
Attention: Mr. John Muir
Job No. GS -2092
March 21, 1997
CTL/THOMPSON, INC.
CON SUr ENGINEERS
234 CENTER DRIVE 2 GLENWOOD SPRINGS, COLORADO 81601 ■ (970) 945-2809
1 If
0
TABLE OF CONTENT
SCOPE 1
SUMMARY OF CONCLUSIONS 1
SITE CONDITIONS 1
PROPOSED CONSTRUCTION 2
SUBSURFACE CONDITIONS 2
SITE GRADING 3
FOUNDATION 3
LOWER LEVEL FLOOR AND GARAGE AND
EXTERIOR CONCRETE FLOOR SLABS 5
BASEMENT AND CRAWLSPACE WALLS 5
RETAINING WALL 6
PERCOLATION TEST RESULTS 7
SURFACE: DRAINAGE 7
LIMITATIONS 8
FIGURE 1 - LOCATIONS OF EXPLORATORY BORINGS
FIGURES 2 and 3 - SUMMARY LOGS OF EXPLORATORY BORINGS
FIGURE 4 - SWELL CONSOLIDATION TEST RESULTS
FIGURE 5 - GRADATION TEST RESULTS
FIGURE 6 - EXTERIOR FOUNDATION WALL DRAIN
FIGURE 7 - TYPICAL EARTH RETAINING WALL DETAIL
FIGURES 8 THROUGH 12 - PERCOLATION TEST RESULTS
TABLE 1 •- SUMMARY OF LABORATORY TEST RESULTS
ROBERT TROWN & ASSOCIATES
CTUT GS -2092
r.
SCOPE
4
This report presents the results of our soils and foundation investigation for
the Jefferies Residence to be built on Lot 2, East Owl Creek, Pitkin County,
E Colorado. We explored subsurface conditions at the site to provide foundation
recommendations for the building. This report includes a description of the
subsurface conditions found in our exploratory borings, a recommended foundation
system and geotechnical criteria for it and construction criteria for details influenced
by the subsoils. Our report was prepared from data developed during our field
exploration, laboratory testing, engineering analysis and our experience. A summary
of our conclusions is presented below. If lot development or construction is
different than assumed we should revise our recommendations to conform with the
actual development and construction.
SUMMARY OF CONCLUSIONS
1. Our exploratory borings penetrated 1 foot of soft, organic clays above
13.5 feet of stiff to very stiff, moist to very moist, sandy clays with
shale and sandstone fragments and gravels underlain by sandy to
clayey gravels with cobbles. No free groundwater was found in our
exploratory borings the day of drilling.
2. The building can be founded with footings with a minimum dead load
on the native soils.
3. The walkout basement floor will be slab -on -grade. Other living area
floors will be structural with a crawlspace between the floor and the
crawispace.
4. A ground surface slope away from the building should be maintained
at all times to reduce the risk of wetting soils below foundations.
SITE CONDITIONS
The East Owl Creek Subdivision is south of Owl Creek Road approximately
3 miles from the center of Snowmass Village. Access to the lot is by Owl Creek
ROBERT TROWN & .ASSOCIATES
CTL/T GS -2092 1
Road to Cluny Road to Coldstream Lane. Several large single family homes have
been built at the development, however, most lots have not been built on.
East Owl Creek is in part on the comparatively flat valley floor and part on the
' gentle to medium sloped lower parts of the north facing side of Burnt Mountain. The
building envelope on lot 2 slopes at moderate grades measured and visually
estimated at near 10 percent from the south down to the north. The maximum
elevation within the building envelope of 8,177 feet occurs at the southwest corner
and the lowest elevation of 8,138 at the northern boundary. The site was covered
with approximately 2 feet of snow the day of our investigation.
PROPOSED CONSTRUCTION
We. were told a two story wood frame building with a walkout basement will
be built. The building will be approximately 10,000 square feet. Floors in living
areas other than the basement will be structural with a crawlspace below. Garage
and basement floors will be slabs -on -grade. The building will be stepped into the
natural slopes at the site. We were told the maximum excavation cuts will be
approximately 10 feet deep. We anticipate building loads of 1.5 to 4.5 kips per foot
of bearing wall and maximum interior column loads of 30 kips.
SUBSURFACE CONDITIONS
Three (3) exploratory borings were drilled at the locations shown as TH-1
through TH-3 on Figure 1 to investigate subsurface conditions in the building area.
Drilling was directed by our laboratory/field manager who logged the soils and
obtained samples for testing in our laboratory. Summary logs of the soils found in
our exploratory borings are shown on Figures 2 and 3. Our exploratory borings
penetrated 1 foot of soft, organic clays above 0 to 13.5 feet of stiff to very stiff, moist
to very moist, sandy clays with shale and sandstone fragments and gravels
underlain by sandy to clayey gravels with cobbles. No free groundwater was found
in our exploratory borings the day of drilling.
ROBERT TROWN & ASSOCIATES
CTUT GS -2092 2
14
I
SITE GRADING
Site grading plans had not been prepared at this writing. Earthwork required
will most likely involve cuts of between 3 and 10 feet within the majority of the
building footprint to remove vegetation and organic soils and to achieve the desired
ground surface elevation. Fill will not be below the building footprint but may be
needed below exterior concrete flatwork and to achieve access drive subgrade. Fills
can be built with on-site soils moisture conditioned to within 2 percent of optimum
moisture content and compacted to at least 95 percent of standard Proctor maximum
dry density (ASTM D 698). Areas to receive fill should be grubbed and stripped of
vegetation and the resulting surface compacted prior to fill placement. If
excavations of greater than 10 feet deep are required we should be contacted.
Free groundwater was not encountered in our exploratory borings. Depending
upon cut depths and time of year water may be present. If free groundwater is
encountered, we recommend the excavations be sloped to where water can be
removed by gravity or to sumps where water can be removed by pumping.
FOUNDATION
Foundation depths will be approximately 4 to 10 feet into stiff to very stiff,
sandy clays with shale and sandstone fragments and gravels at the southern and
northern one-third of the building footprint. Clayey gravels with cobbles will likely
be found in excavations in the central part of the footprint. The clays are judged to
possess low swell potential. The gravels are judged to be stable to slightly
compressive. After excavation we anticipate an approximately 4 feet thick layer of
clay over the gravels at the north and south parts of the building. The foundation
system should resist potential swelling of the clays. We recommend the building be
ROBERT TROWN & ASSOCIATES
CTUT GS -2092 3
founded with footings bearing on the native soils. The footings should be designed
with a minimum dead load.
We anticipate a light structure that is sufficiently flexible to withstand some
I differential movement will be built. The recommended soil bearing pressure would
result in total movements of the order of 1 -inch. Maximum differential movement
between footings pads may be one half of the actual total movement. We further
anticipate a maximum 1/2 -inch differential movement in 10 feet of continuous
footings. The risk of excessive differential or localized movement can be reduced
by careful' attention to drainage precautions discussed under "Surface Drainage".
The footings should be designed and constructed with the following criteria:
1. Footings should bear on the undisturbed natural soils. Materials
loosened during the excavation or forming process should be
removed from the footing areas prior to placing concrete. Footings
can be designed for a maximum allowable soil bearing pressure of
3000 psf with a minimum dead load of 750 psf or as high as practical;
2. Where footing pads are used below bearing walls a 4 -inch void should
be placed beneath the grade beam between pads to concentrate dead
load of the building and to allow space for expansive clays to swell;
3. Foundation walls for continuous footings should be reinforced top and
bottom, to span loose soil pockets. We recommend reinforcement
equivalent to that required for a simple span over an unsupported
distance of 15 feet. Reinforcement should be designed by a qualified
structural engineer;
4. Soils beneath exterior footings should be protected from freezing. The
depth for frost protection assumed in Pitkin County is 42 inches. The
local building department should be contacted to check the required
depth; and
5. The foundation excavation needs to be checked by a representative
of our firm to confirm subsurface conditions are as anticipated from
our exploratory borings.
ROBERT TROWN & ASSOCIATES
CTL/T GS -2092 4
crL
LOWER LEVEL FLOOR AND GARAGE AND EXTERIOR CONCRETE FLOOR SLABS
Floors in living areas other than the basement will be structural and
supported by the foundation with a crawlspace between the floor and the soils.
Garage floors, patios and sidewalks will be slabs -on -grade. Slabs can be
constructed on the native soils free of organics or other deleterious materials. We
recommend the following design and construction details for slabs -on -grade:
1. Slabs -on -grade can be placed on the natural soils Slabs -on -grade
should not bear on vegetation or organic material;
2. Slabs -on -grade should be separated from exterior walls and interior
bearing members. Vertical movement of the slabs should not be
restricted; and
3. Frequent control joints should be provided. The American Concrete
Institute (ACI) recommends maximum joint spacing of 15 to 20 feet to
control cracking.
The above precautions will not prevent movement of the slabs if the soils become
wet. They will tend to reduce potential damage if movement occurs.
BASEMENT AND CRAWLSPACE WALLS
Foundation walls will be subjected to lateral earth pressures. These walls are
restrained and cannot move, therefore, they should be designed for the "at -rest"
lateral earth pressure. Assuming the on-site clays are used as backfill, we
recommend using an equivalent fluid density of 50 pcf to calculate lateral earth
pressure. As equivalent fluid density of 45 pcf can be used to calculate the "at rest"
lateral earth pressure for granular backfill. The above equivalent fluid densities do
not include allowances for sloping backfill, hydrostatic pressures, live loads or loads
from adjacent structures.
Water from surface run-off (precipitation, snow melt, irrigation) frequently
flows through backfill placed adjacent to foundation walls and collects on the
surface of the comparatively impermeable soils occurring at the bottom of the
ROBERT TROWN & ASSOCIATES
CTL/T GS -2092 5
foundation excavation. This can cause damp or wet conditions in below grade areas
of the building. To reduce the accumulation of water, we recommend a foundation
drain. The drain should consist of a 4 -inch diameter open joint or slotted PVC pipe
encased in free draining gravel. The drain should lead to a positive gravity outfall
E or a sump to be mechanically pumped. A typical foundation drain detail is shown on
Figure 6. Crawlspace ventilation should be provided. Backfill placed adjacent to
foundation walls should be compacted to at least 95 percent of standard Proctor
maximum dry density (ASTM D 698).
RETAINING WALL
Depending on the driveway alignment chosen a free standing retaining wall
may be needed. The retaining wall can be founded with footings bearing on the
natural soils designed for a maximum soil bearing pressure of 3,000 psf. We
recommend a coefficient of friction between footing concrete and the ground of 0.35.
The retaining wall will be subjected to lateral earth pressure from wall backfill
and surcharges. The lateral load on the wall is a function of the wall movement. If
the wall can move enough to mobilize the internal strength of the backfill, with
movement and cracking of the surface behind the wall, the wall can be designed for
the active earth pressure. If ground movement and cracking is not permitted the wall
should be designed for the "at rest" earth pressure. We suggest 35 pcf equivalent
fluid density pressure be used to design for the "active case" and 50 pcf equivalent
fluid density pressure be used to design for the "at rest" case. An equivalent fluid
density of 275 pcf equivalent fluid density pressure can be used for the "passive"
case. Backfill behind the retaining wall should be compacted to at least 95 percent
of standard Proctor maximum dry density. Lateral earth pressure values do not
include allowances for sloping backfill, hydrostatic pressures or surcharge loads.
A foundation drain should be placed next to the footing of any retaining wall. As a
minimum, the 12 -inches of backfill directly behind the retaining wall should consist
of free draining gravel. The gravel should be washed 3/4 inch to No. 4 screen
material with less than 3 percent passing the No. 200 sieve and be incorporated into
ROBERT TROWN & ASSOCIATES
CTUT GS -2092 6
f
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the foundation drain system. A man made drain board product could be used
instead of the gravel. Soil backfill placed behind the washed rock or drain board
should be compacted to at least 95 percent of standard Proctor maximum dry
density (ASTM D 698). The upper two feet of backfill against the wall should be with
on-site clays (see Figure 7). The provision of a foundation drain should reduce
hydrostatic pressure which could develop.
PERCOLATION TEST RESULTS
Five (5) percolation tests shown as P-1 through P-5 on Figure 1 were
performed in the sandy clays. Percolation tests P-1 through P-3 and Profile No. 1
were located southeast (Area A) and P-4, P-5 and Profile No. 2 southwest (Area B)
of the planned building footprint. Based on the test results and our experience with
similar soils we suggest a design percolation rate of 40 minutes per inch be used
to design a absorption field in Area A and a percolation rate of 30 minutes per inch
used to design a absorption field in Area B. Percolation test data and results are
shown on Figures 8 and 12.
The percolation tests were run in winter with snow on the ground. We used
insulation board to insulate the borings after drilling, prior to performing the tests.
Temperatures of the ground and water with a remote thermocoupler indicated
temperatures of 340 to 36°. To the best of our knowledge the percolation results are
accurate.
SURFACE DRAINAGE
The performance of foundations and concrete flatwork is influenced by the
moisture conditions in the subsoils. Wetting of foundation soils can be reduced by
grading the ground surface to cause rapid run-off of water away from the building.
Wetting or drying of the open foundation excavation should be avoided. The ground
surface surrounding the building should be sloped to drain away from the building
in all directions. We recommend a slope of at least 12 inches in the first 10 feet.
ROBERT TROWN & ASSOCIATES
CTL/T GS -2092
7
Roof downspouts and drains should discharge well beyond the limits of all backfill.
Splash blocks or downspout extensions should be provided at all discharge
locations.
LIMITATIONS
Our exploratory borings were spaced to obtain a reasonably accurate picture
of the subsurface. Variations in these subsurface conditions not shown by our
exploratory borings will occur. We should observe the completed excavation to
confirm the soils are as anticipated from our exploratory borings.
Our report was based on conditions disclosed by our exploratory borings,
results of laboratory testing, engineering analysis and our experience. Criteria
presented reflects the proposed building as we understand it. We should be
advised if the final design differs from our assumptions to permit us to re-evaluate
our conclusions.
This investigation was conducted in a manner consistent with the level of care
and skill ordinarily exercised by geotechnical engineers currently practicing under
similar conditions in the locality of this project. No other warranty, express or
implied, is made. If we can be of further service or if you have questions regarding
this report, please call,
CT O
oh
Br h Managet;,.
(3 copies sent)
ROBERT TROWN & ASSOCIATES
CTL/T GS -2092
Norris and Associates
P. O. Box 5759
Snowmass Village, Co. 81615
Phone: 970-923-2030
Fax: 970-923-4639
To: Aspen/Pitkin Environmental
LETTER OF TRANSMITTAL
Date: 3/28/97 12:03 Job #
Attention:
Re: Jefferies Residence
We Are Sending You X Attached Runder Separate Cover
Shop Drawings Prints RCopy of Letter Samples
Change Order Plans n
Specification
Copies
Date
No. Description
2
3/28/97
Site Plan
2
3/28/97
Floor Plans
1
3/21/97
Soils Report & Percolation Test from CTL
1
3/28/97
Permit Fee
Q For Approval Approved as Submitted
For Your Use F-1 Return For Corrections
[-]As Requested For Review and Comment
Approved As !Noted
For Bids Due
Remarks:
Resubmit Copies For Approval
F-jSubmit Copies For Distribution
Return Corrected Prints
M
Prints Returned After Loan To Us
Please Notify Us At Once If Enclosures Are Not As Noted.
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fl44 -QI -00a
7902/19/1999 01.57P ADlIIN DE DA
VIVI
42
1 of 2 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO
ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF
PITKIN COUNTY, COLORADO, APPROVING A MINOR PLAT AMENDMENT FOR LOT 2,
EAST OWL CREEK SUBDIVISION
Administrative Decision No. 99- ;
�1 0 4 1999
RECITALS
ENV1R0Nfl EiA'L' IEA J -A
Boyd Jefferies, "Applicant", has applied to the Community Development DirectoKOPiMNIMUnty,
"Director", pursuant to Section 3-190.80 of the Pitkin County Land Use Code, for a subdivision exemption
for a minor plat amendment to relocate the existing driveway and easement on Lot 2 which provides access
to Lot 3.
2. The property is located at 0124 Coldstream Lane, and is described as Lot 2, East Owl Creek
Subdivision.
The property is zoned AFR-10.
4. The Director finds that the request is consistent with the requirements of the Land Use Code.
APPROVED by the Director, subject to the following conditions:
The applicant shall prepare an amended plat for Lot 2, East Owl Creek Subdivision, in accordance
with Section 5-40 of the Land Use Code. The plat shall be recorded prior to issuance of the access
permit. The plat shall also be submitted in digital format suitable for integration into the County's
GIS system.
2. Prior to recordation of the amended plat, the applicant shall provide financial security in the amount
of $2,900 in a form acceptable to the County Attorney to ensure the establishment of the wetland.
The financial security shall be held by the County for a minimum ofone year following planting of
the wetland vegetation and shall be released with the authorization of the County's Wildlife
Biologist upon final approval of the establishment of the wetlands.
3. The wetland creation shall occur prior to December 31, 1999. The site shall be inspected by the
County's Wildlife Biologist after the planting of the wetland vegetation to assure germination and to
confirm species used.
4. All material representations made by the applicant in the application shall be adhered to and
considered conditions of approval, unless amended by other conditions.
err/
APPROVED by the Director, this
l Ituay oH:�-6-lwd 'A 1999.
7Z'k
Ci dy ouben, Coiiimunity Development Director
111111111111111111 IN 111111111111111111
427936 02/19/1999 01:57P ADMIN DE
2 of 2 R 0.00 D 0.00 N 0.00 PITKI
1131111111111
DAVIS SILVI
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ALTr, owner's Polity
SUBJECT M THE EX
IN SCHEDULE B AND
a New York corporatio
loss or damage, not exc
by reason of:
1. Title to the
2. Any defect, in
3. Unmarketabil
4. Lack of a
The company will also
only to the extent prov
By
12.41-90
Rev. 10190
Authorized
Policy
MUM am&
of Tale Insurance I VFW
Issued By
Q 112-222239
New York TRW
Title Insurance Inc.
LUSIONS FROM 6OVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED
THE CONDITIONS AND STIPULATIONS, NEW YORK TRW TITLE INSURANCE INC.,
herein called the dompany, Insures, as of Date of Policy shown in Schedule A, against
2 -ding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured
ate or interest desctibed in Schedule A being vested other than as stated therein;
)r lien or encumbrance on the title;
y of the title;
of access to and frPm the land,
gay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but
ied in the Conditions and Stipulations.
j New York TRW
Title Insurance Inc.
ATTEST
L,
Chairman of the Board
eL�1�
Secretary
Pitkirt County T itis, Inc.
Bol E. Hopkins
Asper. Colorado 61811
1
EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy and the Company III not pay loss or damage, costs,
attorneys` fees or expenses which arise by reason of;
Any law, ordinance or governmental regulation (including but not limited to building and inning laws, ordinances, or regula-
tions) restricting, regulating, prohlbiting or relating to (i) the occupancy, use or enjoyi ient of the land; (ii) the character,
dimensions or location of any improvement now or hereafter erected;on the land; (iii) a separation In ownership or a change
in the dimensions or area of the land or any parcel of which the land is or was a par; or (iv) environmental protection,
or the effect of any violation of these laws, ordinances or governmental regulations, (except to the extent that a notice
of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation
affecting the land has been recorded In the public records at Date of Policy.
(b) Any governmental police power not excluded by (a) above, except', to the extent that notice of the exercise thereof or
a notice of a defect, lien or encumbrance resulting from a violation or, alleged violation affecting the land has been recorded
in the public records at Date of Policy,
2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but
not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of
a purchaser for value without knowledge.
3. Defects, liens, encumbrances, adverse claims, or other matters:
(a) created, suffered, assumed or agreed to by the insured claimant;
(b) not known to the Company, not recorded in the public records at pate of Policy, but Known to the insured claimant and
not disclosed in writing to the Company bythe Insured claimant prior to the date the Insured claimant became an Insured
under this policy;
(c) resulting in no loss or damage to the insured claimant;
(d) attaching or created subsequent to Date of Policy; or
(e) resulting in loss or damage which would not have been sustained if the insured clai ant had paid value for the estate
or Interest insured by this policy.
4. Any claim, which arises out of the transaction vesting in the insured the estate or inters t insured by this policy, by reason
of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws.
DEFINITION OF TERMS.
The following terms when used in this policy mean:
(a) "insured"' the insured named In Schedule A,
and, subject to any rights or defenses the Company would
have had against the named Insured, those who succeed
to the interest of the named insured bygperation of law as
distinguished from purchase including, but not limited to,
heirs, distributees, devisees, survivors, personal represerr,
tatives, next of kin, or corporate or fiduciary successors.
(b) "insured claimant": an insured claiming loss
or damage,
(c) "Knowledge" or "known": actual knowledge,
not construcilve knowledge or notice which may be im-
puted to an Insured by reason of the public records as
defined in this policy or any other records which impart
constructive notice of matters affecting the land.
(d) "land"' the land described or referred to in
Schedule (A), and improvements affixed thereto which by
law constitute real property, The term "land" does not in-
clude any property beyond the lines of the area described
or referred to in Schedule (A), nor any right, title, interest,
estate or easement in abutting streets, roads, mriuss,
alloys, lanes, ways orwaterwaya, but nothing herein shall
modify or Ilmit the extent to which a right of access to and
from the land is Insured by this policy.
(6) "mortgage": mortgage, deed of trust, trust
dead, or other security instrument,
(f) "public records": records established under
state statutes at Date of Policy for the purpose of impart-
ing constructive notice of matters relating to real property
to purchasers for value and without knowledge, With te-
siew to Section 1(a)(w) of the Exclusions From Coverage,
1241
CONDITIONS AND STIPULATIONS
i
11public records" shall also include environmental protec-
tion liens filed in the records or the clerk ofime United
States district court for the district in which; the land Is
located,
(g) "unmarkstabillly of the title": ar, alleged or ap-
parent matter affecting the title tothe land, not excluded
or excepted from coverage, which would entitle a pur-
chaser of the estate or interest described in Schedule A
to be released from the obligation to purchase by virtue
of a contractual condition requiring the !delivery of
marketable title,
2. CONTINUATION OF INSURANCE AFTER
CONVEYANCE OF TITLE.
The coverage of chis policy shall continue in force as
of Date of Policy infavor a an insured onlyso long as the
Insured retains en estate or interest In the land, or holds
an indebtedness secured by a purchase money mortgage
given by a purchaser from the Insured, or only so long
as the Insured shall have liability by reason of covenems
of warrenqcy made by the insured in any transfer or con-
veyance of the estate or interest. This polity shall net con.
tinue In tome in favor of any purchaser from the insured
of etcher (i) an estate or Interest in the land) or (I) an In-
debtedness secured by a purchase money mortgage
given to the Insured.
3, NOTICE OF CLAIM. TO BE
GIVEN BY INSURED CLAIMANT,
i
The insured shall notify the Company promptly in
writing (i) in case of any litigation as set forth in Section
4(a) below, (il) in case knowieoge snail come to an Insured
hereundr of any claim of title or interest which la adverse
to the tttl to the estate or interest, as insured, and which
might ca se toss or damage forwhich the Company they
be liable virtue of this policy, or(iii) it title to the estate
or Intere t, es insured, is rejected as unmarketable. If
prompt n tree shall not be given to the company, then 85
to the in red all liability of the comparry shall terminate
with reg rd to the matter or matters for which prompt
notice is uired: provided, however, that failure to notify
the Company shall In no case prejudice the rights of any
Insured nder this policy unless the Company shall be
prejudiced by the failure and then onlyto the extent of the
4, DI?FIENSE AND PROSECUTION OF ACTIONS;
DU1IY OF INSURED CLAIMANT TO COOPERATE.
( Upon written request by the insured and sub-
ject to th options contained in Section 6 oftnese Condi-
tions an Stipulations, the Company, at its own cost and
without I nreasonable delay, shall provide for the defense
of an insured in litigation in which any third party asserts
a claim dverse tothe title or interest as insured, but oniy
as to the to stated causes of action alleging a defect, lien,
or oncui ribrance. or other matter insured against by this
policy. T to Company shall have the right to select counsel
of its ch Ice (subject to the right of the insured to object
for real nable cause) to represent the insured as to those
stated c*uses of action and shali not be liable for and will
not pay �e tees of any other counsel. The Company will
not pay ny fees, costs or expenses Incurred by the In-
sured in a defense at those causes of action which allege
matters hot Insured against by this policy.
(continued on inside back cover)
(b) The Company shall have the right, fl its own
cost, to Institute and prosecute any action or proceeding
or to do any other act which in its opinion imay be
necessary or desirable to establish the floe to tide estate
or interest, as insured, or to prevent or reduco loss or
damage to the insured. The Company may tako any ap-
propriate action under the terms of this policy, whether
or not it shall be liable hereunder, and shall no thereby
concede liability or waive any provision of this policy. If
the Company shall exercise its rights under t Is para-
graph, it shall do no diligently.
(c) Whenever the Company shall nave Oil iight any
action or interposed a defense as required or rmilted
by the provisions of this policy, the Cornpany mpursue
any litigation to final determination by a court o compe-
tent jurisdiction and expressly reserves the right, n its sole
discretion, to appeal from any adverse judgmen or order.
(d) In all cases where this policy permits or re-
quires the Company to prosecute or provid for the
defense of any action or proceeding„ the insu�ed shall
secure to the Company the right to so prosecute or pro-
vide defense In the action or proceeding, and all appeals
inwein, and permit the Company to use, at Its option, the
name of the Insured for this purpose. Whenever d quesied
by the Company, the insured, at the Company's �cpanne,
shall give the Company all reasonable aid (i) i any ac-
tion or proceeding, securing evidence, taming
witnesses, prosecuting or defending the seligqn or pro•
ceeding, or effecting settlement, and (ii) In any ot(ler lawful
act which in the opinion of the Company may be necessary
or desirable to establish the title to trio estate Interest
as insured. If the Company is prejudiced by Je failure
of the insured to furnish the required Coopeion, the
Company's obligations to the insured under the policy
shall terminate, including any liability or obllgal on to de-
fend, prosecute, or continue any litigation, with egardto
the matter or matters requiring such coopera$.
S. PROOF OF LOSS OR DAMAGE,
In addition to and after the notices reeuirrpi�d under
Section 3 of these Conditions and Stipulations Mays been
provided the Company, a proof of loss or dame a signed
and sworn to by the Insured claimant shall be furnished
to the Company within 90 days after the insured claimant
shalt ascertain the facts giving rise to the toss o damage.
The proof of loss or damage shall describe the Idefecii in,
or lien or encumbrance on the title, or Other matt' r insured
against by this policy which constitutes the b o0 of los€
or damage and shall state. to the extent possible the Basle
of calculating the amount of the loss; or dami ge. It the
ensu d claim•
Company is prejudiced by the failure of the
ant to provide the required proof of Inas or da age, the
Company's obligations to the insured under he policy
shall terminate, Including any liability or oblige ion to de•
lend, prosecute, orcominue any litigation, wit regard to
the matter or matters requiring such proof f loss or
damage.
In addition, the insured claimant may reas nably be
required to submit to examination under oa n byy any
authorized representative of the Company andlshail pro-
duce for examination, inspection and copying, at such
reasonable times and piscee as may be desi nated by
any;; uthoraed representative of the Company. all) records,
booiv, ledgers, checks, correspondence arrd memo-
randa, whether bearing a date before or aft�r Date of
Policy, which reasonably pertain to the loss o damage,
Further, it requested by any authorized represntative of
the Company, the insured claimant shall grant Is permis-
scr). in writing, for any authorized representative of the
Company to examine, inspect and copy ail records, books,
ledgers, checks, correspondence and momoranda In the
custody or control of a third party, which reaso ably per -
Tal n to the lose or damage. All information desi nated as
confidential by the insured claimant provided the Com-
pany pursuant to this Section shall not be di closed to
others unless, In the reasonable judgment of line Com-
pany, it is necessary in the administration of In@ claim,
Pallureof the insured claimant ;submit forexemination
under oath, produce other reasonably requested intor-
mation or grant permission to secure reasonatbly Minces -
nary information from third coffins as required in this
paragraph, shall terminats any liability of the Oompany
unser this policy as r that cisim,.
12d1
,4:7NDITIONS AND STIPULATIONS
(continued from inside front cover)
I
6. OPTIONS To PAY OR OTHERWISE SETTLE
CLAIM; TERMINATION OF LIABILITY,
In case bf aclaim underthls policy, the Company shall
have the following additional options;
(a) To Pay or Tender Payment of the Amount of
insurance. i
To pay or lender payment of the amount of in-
surance under this policy together with any costs, atmr-
neys' tees and expanses Incurred by the insured claimant,
which wereiauthorized by the Company, up to the time
of payment yr tender of payment and which the Company
Is obligatedito pay,
Upon the exercise by the Company of this option,
all liability a9dobligations totrio insured under this policy,
other than to make the payment required, shall terminate,
including any liability or obligation to defend, prosecute,
or continuel any litigation, and the policy shall be sur-
rendered to the Company for cancellation.
(b) Zo Pay or Otnerwise Settle With Parties Other
than the Insured or With the insured Claimant,
(i) ;to pay or otherwise settle with other parties
for or in the name of an Insured claimant any claim in-
sured against under thls policy, together with any costs,
attorneys' foes and expenses incurred by the insured
claimant which were authorized by the Company up to
the time of payment and which the Company is obligated
to pay; or
(ii) to pay or otherwise settle with the insured
claimant the loss or damage provided for under this policy,
together with any costs, attorneys' fees and expenses In-
curred by the insured claimant which were authorized by
the Company up to the time or payment and which the
Company is obligated to pay.
Upon the exercise by Inc Company of either of the
options prof/ deo for in paragraphs (b)(i) or (ii), the Com-
pany's obligations to the insured under this policy forihe
claimed loss ordamags, otherthan the payments required
to be madA, shall terminate, including any liability or
obligationtodefend, prosecute orcontinua any litigation.
I
7, DETERMINATION, EXTENT OF LIABILITY
AND COINSURANCE,
This policy Is a contract of Indemnity against actual
monetary loss or damage sustained or incurred by the
insured clalmant who has suffered loss or damage by
reason of matters insured against by this policy and only
to the extent herein described,
(a) the liability of the Company under this policy
shall not exceed the least of:
p)l the Amount of Insurance elated in Schedule
A; or,
(ii) the difference between the value of the In-
sured estate or interest as insured and the value of the
Insured estate or interest subject to the defect, lien or
encumbrance insured against by this policy,
(b) in the event the Amount of Insurance stated
in Schedule A at the Date of Policy Is less than 80 per-
cent of the value of the insured estate or interest or the
full consideration paid for the land, whichever is loss, or
if subsequent To the Date of Policy an improvement Is
erected on ithe land which increases the value of the In-
sured estate or interest by at least 20 percent over the
Amount of Insurance stated in Schedule A, then this Policy
is subject to the following:
(I)i where no subsequent improvement has been
made, as to any partial loss, the Company shall only pay
the loss pro rata In the proportion that the amount of in-
surance at!Date of Policy bears to the total value of the
insured estate or interest at Date of Policy; or
(ll) where asubsequent improvement has been
made, as to any partial loss, Inc Company shall only pay
the loan pro rata in the proportion trial 120 percent of the
Amount of iinsurance stated in Schedule A boars to the
sum of the Amount of Insurance stated in Schedule A and
trio amount expended for the improvement,
The provisions of this paragraph shall not apply to
costs, attorneys' fees and expenses for which the Com -
pony is liable under this policy, and shall only apply to that
portion of any loss which exceeds, in the aggregate, 10
percent of the Amount of insurance stated in Schedule A.
(c) The Comoanywili pay only those costs, attor-
neys' leesiand expenses incurred In accoroanee with
1
� d •
Section a of these Conditions and Stipulations.
S. APPORTIONMENT.
If the land described in Schedule A consists of two
or more parcels which are not used as a single site, -and
a loss Is established affecting one or more of the parcels
but not all, the loss shall be computed and settled on a
pro rata basis as if the amount of insurance under this
policy was divided pro rata as to the value on Data of Policy
of each separate par cel to the whols, exclusive of any
Improvements made subsequent to Date of Policy, unless
a liability or value has otherwise been agreed upon as
to each parcel by the romparty and the insured at the time
of the issuance of this policy and shown by an express
statement or by an endorsement attached to this policy.
9. LIMITATION OF LIABILITY.
(a) Il the Company establighesthe title, Orrramoves
the alleged defect, lien or encumbrance, or cures the lack
Of a right of access to or from the land, or cures the claim
of unmarketability of title, all as insured, in a reasonably
diligent manner by any method, Including litigation and
the completion of any appeals therefrom, it shall have fully
performed its obligations with respect to that matter and
shall not be liable forany loss or damage caused thereby.
(b) In the event of any libgation, including litiga-
tion by the Company or with the Company's consent, the
Company shall have no liability for loss or damage until
there has bean a final deterrnlnatlon by a court of com-
patent jurisdiction, and disposition of all appeals
therefrom, adverse to the title as insured,
(c) Tne Company shall not be liable for loss or
damage to any insured for liability voluntarily assumed
bythe insured in settling any claim orsultwithouttheprior
written consent of the Company,
10, REDUCTION OF INSURANCE; REDUCTION
OR TERMINATION OF LIABILITY.
All payments under this policy, except payments
made for costs, suorneys' fees and expenses, shalt reduce
the amount of the insurance pro tanto.
11, LIABILITY NONCUMULATIVE,
It is expronely understood that the amount of insur-
ance unoor this policy shall be reduced by any amount
the Company may pay under any policy insuring a mort-
gage to which exception is taken in Schedule 5 or townich
the insured has agreed. assumed, or taken subject, or
which is hereafter executed by an insured and which Is
a charge or lien on the astm or Interest described or refer-
red to in Schedule A, and the amount so paid shall be
deemed a payment under this policy to trio insured owner,
12. PAYMENT OF LOSS.
(a) No payment shall be made without producing
this policy for endorsement of the payment unless the
policy has been lost or destroyed, In which case proof of
loss or destruction shall be furnished to the satisfaction
of the Company.
(b) when liability and the extent of foss or damage
has been definitely fixed in accordance with these Con•
dltions and Stipulations, the loss or damage shall be
payable within 30 days thereafter,
13. SUBROC;ATION UPON PAYMENT OR
SETTLEMENT.
(a) The Company's Right of Subrogation.
Whenevartho company shall have settled and paid
a claim under this policy, all right of subrogation shall
vest in the Company unaffected by any act of the insured
claimant,
The Company shall be subrogated to and be entitled
to all ribhts and remedies which the Insured claimant
would have Mad against any person or property in respect,
to the claim had this policy not been issued. It requested
by the Company, the insured claimant shall transfer to the
Company all rights and remedies against any person or
property necessary in order w pe►tecf this right of subrogs.
tion, The Insured claimant shalt Permit ma Company to
(continued on back)
ewe, compromise or settle in the name of thinsured
claimant and to use the name of the Insured cl mant In
any transaction or litigation Involving these ights or
remedies.
If a payment on account of a claim does not fi illy cover
the loss of the Insured clalmant, the C ompany shall be
subrogated to these rights and remedies in the propor-
tion which the Company's payment gears tote whole
amount of the loss.
If loss should result from any act of the insur claim-
ant, as stated above, that act shall not void this licy, but
the Company, in that event, shall be required to pay only
that pan of any losses Insured against by this pot cywhich
shall exceed the amount, if any, lost to the Con ipany by
reason of the Impairment by the insured claim int of the
Company's right of subrogallon,
(b) The Company's Rights Against Non.4noured
Obligors.
The Company's right of subrogation against men -
insured obligors shall exlst ands"?
nd shall Include without
limitation, the rights of the insured to indemnitie guaran-
ties, other policies of insurance or bones, nonwit nding
any terms or conditions contained in inose Ins ruments
which provide for subrogatlon rights by reason of this
policy,
IA, ARBITRATION.
Unless prohibited by applicable law, either(he Com-
pany of the insured may demand arbitratlon pursuant to
1241
I
CONDITIONS AND STIPULATION.
(con}inued from inside back cover)
i
I
the Title Insurance Arbi►rallon Rules of the American Arbi-
tration Association. Arbitrable matters may include, but
are not limited to, any controversy or claim between the
Company and the Insured arising out of or relating to this
Policy. any service of the Company in connection with its
issuance or the breach of a policy provision or other obliga-
tion, All arbitrable manors when the Amount of Insurance
is $1,000,00D or less shall be arbitrated at the option of
either the COMM or the insured. Ali arbitrable matters
When the Amount of Insurance is In excess of $1,000,000
shall be arbitrated only when agreed to by both the Com-
pany and the Insured, Arbitration pursuant to this policy
and under the Rules in effect on the date the demand for
arbitration ii made or, at the option of the insured, the
Rules in effect at Date of Policy shall be binding upon the
Parties. Th award may include arromeys' fees only if the
aws of the state in which the land is located permit a court
to award attorneys' fees to a prevailing party. Judgment
upon the award rendered by the Arbitrator(s) may be
entered In any court having jurisdiction thereof.
The laW of the situs of the land shall apply to an arbi-
tration under the Title Insurance Arbltraticn Rules,
A copy of the Rules may be obtained from the Com-
pany upon request.
15. LIABILITY LIMITED TO THIS POLICY;
POLICY ENTIRE CONTRACT.
(a) This policy together with all endorsements, if
any, attached hereto by the Company is the entire polity
i
I
POLICY OF TITLE INSURANCE
and contract between the insured and the Company In
Interpreting any provision of this policy, this policy shall
be construed as a whole,
(b) Anyclaim of loss or damage, whether or not
based on negligence, and which arises out of the status
of Ute title to the @state or Interest covered hereby or by
any action asserting such claim, shell be restrICMd to this
policy. (c) No amendment of crendorsem m to this policy
can be made except by writing endorsed hereon or at-
tached hereto signed by either the President, a Vice ?resi-
dent, the Secretary, an Assistant Secretary, or validating
officer or authorized signatory of the Company,
16. SEVERABILITY.
In the event any provision of the policy is held Invalid
or unenforceable under applicable law, the policy shall
be deemed not to include that provision and all other pro-
visions shall remain in full force and effect,
17, NOTICES, WHERE SENT.
All notices required to be given the Company and any
statement In writtng required to be fumished the Com-
pany shall include the number of this policy and shall be
addressed to the Company at 6800 College Blvd., Suite
700, Overland Park, Kansas 66211,
New 'York TRW
title Insurance Inc.
6800 College Blvd., Sults 700, Overland Park, Kansas 66211
Area Code 913 491.5585
•
1
i
I
TRY
I
I
SCMbULE A -OWNER' S POLICY
CASE
NUMBER D
TE OF
POLICY! AMOUNT OF INSURANCI
POLICY NUMBER
PCT -8754 04/07/94
@
1:04 P.M. $ 1,200.000.00
I
0112-222239
1.
NAME OF INSURED:
i
BOYD L. JEFFERIES
and SHARON K. JEFFERIES
2.
TETE ESTATE OR IN
EREST
I
IN TETE !LAND HEREIN AND WHICH IS COVSRESD
BY THIS POLICY IS:
IN FEE SIMPLE
3.
THE ESTATE OR IN
EREST
REFERRED TO HEREIN IS AT DATE OF POLICY
VESTED IN:
BOYD L. JEFFERIES
and SHARON K. JEFFERIES
4.
THE LAND REFERREb
TO IN THIS POLICY IS DESCRIBED AS FOLLOWS:
LOT 2, EAST OWL
CREEK
SUBDIVISION, according to the
Plat thereof
recorded Jun
29,
1989 in Plat Book 22 at Page 82 and Amended Plat
thereof recorded
in
P1at,:Book 29 at Page 37. COUNTY OF PITKIN,
STATE OF COLORADO.
THE POLICY NUMBER S
COVER SHEET.
PITKIN COUNTY TITLE, INC,
601 E. HOPKINS AVE.
i ASPEN, COLORADO 81611
(303) 925-1766
ON THIS SCHEDULE MUST AGREE WITH THE PREPRINTED NUMBER ON THT
,L
CASE NUMBER
PCT -8754
THIS POLICY DOES NOT
1.
Rights or claims
2.
Easements, or cla
3.
Discrepancies, co
any facts which a
and which are not
4.
Any lien, or righ
hereafter furnish
S.
water rightm, cla
6. Taxes for th
SCHEDULE B -OWNERS
j
',DATE OF POLICY POLICY NUMBER
04/b7/94 @ 1:04 P.M. 0112-222239
TRT AGAINST LOSS OR DAMAGE BY REASON OF THE FOLLOWING:
)f parties in;possession not shown by the public records.
.ms of easeoerits, not shown by the public records.
iflicts in boundary lines, shortage in area, enchroachments,
correct survey and inspection of the premises would disclose
shown by the public records.
to a lien, for services, labor, or material heretofore or
!d, imposed bi law and not shown by the public records.
.ms or title to water.
year 1994 not yet due or payable.
7. Right of the proprietor of a vein or lode to extract or remove his
ore therefrom, should the same be found to penetrate or intersect
the premises hereby granted as reserved in United States Patent
recorded Octolber 7, 1901!in Book 55 at Page 500.
8. Undivided is
conveyed by ;
82, recorded
December 28,
17, 1989 in
9. Terms, condi
Covenants as
Book 583 at
10. Easements, ri
subject grope
82-83 and Ame
11. Terms, condit
Covenants as
'Book 596 at P
12. Terms, condi
Improvement.
1989 in Book
1, 1992 in B
rest in and to all the oil, gas and other minerals as
eds recorded November 21, 1984 in Book 477 at Page
ovember 21; 1984 in Book 477 at Page 87, recorded
984 in Book 478 at Page 937, and recorded January
ok 583 at Page 626.
one, obligations and provisions of Declaration of
et forth in instrument recorded January 17, 1989 in
ge 667.
hts of way;and all matters as disclosed on Plat of
ty recorded June 29, 1989 in Plat Book 22 at Pages
ded Plat recorded in Plat Book 29 at Page 37.
ons, reservations and restrictions of Protective
ontained it instrument recorded January 29, 1989 in
ge 285.
ons, reservations and restrictions of Subdivision
reement as;contained in instrument recorded June 29,
96 at Page;310 and amendment thereto recorded July
k 682 at Page 250.
13. Terms, condit ons, reservations and restrictions of Construction
License as co tained in instrument recorded June 29, 1989 in Book
596 at Page 3 1, and Assignment recorded in Book 607 at Page 896.
14. Terms, condit
Easement as c
596 at Page 3
(Continued)
ons, reservations and restrictions of Nordic Trail
ntained iniinstrument recorded June 29, 1989 in Book
4 and assignment recorded in Book 607 at Page 895.
POLICY NO. 01 2-222239
CASE NO. PC -8754
SCHEDULE B -OARS --EXCEPTIONS--CONTINUED--
15. Perpetual, Exclu
Recreational Use
583 at Page 626.
16. Terms, condition
obligations as c
subdivision Impx
recorded Decembe
thereto recorded
recorded April 3
17. Terms, conditio
obligations as
Distribution Ag
Page 646.
18. Easement and ri
Company, Inc.,
Page 964.
19. Terms, conditi
obligations as
in Book 583 at
20. Terms, conditi
Right -of -Way a
747, as it may
21. Deed of Trust f
To the Public T
For the use of
To secure
Dated
Recorded
Reception No.
sive Easeme#t for a Golf Course Easement, Passive
and other rises as set forth in Deed recorded in Book
s, restrictions, reservations, provisions and
ontained in!Resolution No. 89-121, Amending the
ovements Agreement for The East Owl Creek P.U.D.,
r 13, 1989 in Book 609 at Page 816 and amendment
in Book'62t at Page 684, and Resolution No. 92-33
01 1992 in Book 676 at Page 275.
s, restrictions, reservations, provisions and
ontained in;Agreement to Lease Water and Water
cement recorded January 17, 1989 in Book 583 at
t of way gtanted to Rocky Mountain Natural Gas
instrument recorded August 23, 1990 in Book 627 at
i
restrictions, reservations, provisions and
ntained iniAgreement recorded January 17, 1989
qe 626.
provisions and obligations as set forth in
Easement recorded June 8, 1991 in Book 650 at Page
fact the stiibject property.
m : Boyd L Jefferies and Sharon K. Jefferies
stee of the County of Pitkin
PitkinCounty Bank & Trust Co.
$700,000.00
April 1, 1994
April �, 1994 in Book 746 at Page 809
368696;
EXCEPTIONS NUMBEKED 1, 2, 3 & 4 ARE HEREBY OMITTED.
1
ENDORSEMENT FORM 100.31
ATTACHED TO AND MADE A PART OF NEW YORK TRW TITLE INSURANCE INC.
POLICY NO. 0112-222239 PCT -8754
The Company insures the I'sured against loco which the Insured shall sustain by reason
of physical, but not aest otic, damage to improvements existing on the land at Date of
policy or constructed the sof thereafter resulting from the exercise subsequent to the
Date of policy of any rig to to use th surface of the land under the mineral interest
referred to in Exception o. 7 & 8 of �chedule B ("the mineral rights"), subject
however to the following arms and conditions:
1. The insured shall nota y the Company promptly in writing in case knowledge shall
come to an insured her under of any actual or threatened exercise of the mineral
rights.
2. The Company shall have the right, at its cost, to take any action which in its
opinion may be necessary or desirable in order for the Company to avoid or minimize
the extent of its liab lity under this endorsement, including, but not limited to
any or all of the following:
(a) In the Company's o right, or In the name of the Insured for the Company's
benefit, to institute, prosecute' and pursue to final determination any
proceedings at law or in equity,; or before any municipal, administrative, or
regulatory tribunaL or board;
(b) In the Company's own right, or in the name of the Insured for the Company's
benefit, to compel the giving of, security bond or undertaking by the person or
persons from whom he insured Is, entitled by law to such security, bond or
undertaking, and i the same amount or amounts to which the insured would have
been so entitled h d this endorsement not been issued; and
(c) To retain or be pa d out of-anyjsuch security, bond or undertaking, or out of any
compensation or fu ds recovered by the Company or the named insured, such amount
as will reimburse he Company for all payments made to the insured by the company
by reason of the insurance afforded b this endorsement, together with all costs
and expenses incurred by the Company in connection therewith, including attorney's
fees.
3. No rights, benefit9 or defenses are intended to or shah be deemed to flow or be made
available to any person or entity other than the insured by reason of the insurance
afforded by this endor ement, and the insured agrees that all of the insured's rights
and remedies against t ird parties z*lating to the subject matter of this endorsement
shall be deemed to have remained intact, in the same manner as if this endorsement had
not been issued.
This endorsement is made part of the 'policy and is subject to all the terms and
provisions thereof and of any prior endorsements thereto. Except to the extent expressly
stated, it neither modifies any of the !terms and provisions of the policy and prior
endorsements, if any, nor does it extend the effective date of the policy and prior
endorsements or increase the face amount thereof.
IN WITNEss WHEREOF, the Company has caused this Endorsement to be signed and sealed and
to be valid when counters gned by an authorized officer or Agent of the Company, all in
accordance with its By -Laws.
ISSUED AT PITKIN COUNTY T TLE, INC., 661 E. HOPKINS AVE., ASPEN, COLORADO 81611
h w •
COUNTERSIGNEDs
AL" xoR:w OrricER OR
EFFECTIVE DATE= 04/07/54 @ 1:04 P.K.
PRJTR:tIVE COY
POR EAST ovi'(, CREEK
PITKIN ODUNTY, COLORADO
Purpose of Covenants -- General Reauireeents
I
These covenants shall govarn end be applicable to that
certain r+al property situated in Pitkin County, Colorado, known
as Raet Owl Creek as Fief lned en.i despribed in the plat therefor
recorder! in Plat 400k ? at oagP 7 - ' ,of the rocords of the Clerk
and Recocder of Pitk1r County, Colorado. It is the intention of.
the Fast Owl Creek Corp., a Colorado corporation (hereinafter
referred to as 'Declarant'), expressed by its execution of this
instrument, that the lands within East Owl Creek be developeA and
maintained as a highly desirable scenic and exclusive residential
area. It is the purpose of these covenants that the present
henuty an:3 views ani setting within Cast Owl Creek shall always
be protected as much as possible in connection with the uses and
strictures permitted by this instrument. T�ese Covenants shall
be.a burden on an -1 run with &IL the lands within East Owl Creek.
ARTICLE 11
Area designations
• r
1. East owl Creek. The words 'East O,w- =reek' as used in
these Covenants shall mean all Of the lends inriude.i within the
ro_or-led plat of East Owl Cree%.
2. Residential Lots. Those !.ots dai lgnated as :pts 1. 2,
3. 4, 5, 5; 77p, -9,15, 11, 12, 13 anA 13 on the re�ur3ed plat
of ZNst Owl Creek.
3. ;Employee Lots. Those :,mt4 4esignateA as Employee Lots
� u
1, 2, 3. 4 and n the rerorde.i Mat of Fart o.+l _reek.
4. Lot (S) . All Lets iieR ignited on the reCor.3ed plat of
Eint Owl CreNk.
5. open Spars Parcels. '.,hose ?ar:els Aesignatt:9 as Open
Space rarce�a A, qs, C and -0 on rtie recor.ied plat of Past Owl
Crook.
5. wildlife Conssrvatlon Area. That arei designate�t as
wi191iEe Conservation Are-& On t5te ricorde-1 plat of East 7w1
rr0.-ch -
5/14,,:11
I
i
L
Y
k
V
�
6
M O
�
v
••+•
Sx
r, x
•n
ARTICLE I
PRJTR:tIVE COY
POR EAST ovi'(, CREEK
PITKIN ODUNTY, COLORADO
Purpose of Covenants -- General Reauireeents
I
These covenants shall govarn end be applicable to that
certain r+al property situated in Pitkin County, Colorado, known
as Raet Owl Creek as Fief lned en.i despribed in the plat therefor
recorder! in Plat 400k ? at oagP 7 - ' ,of the rocords of the Clerk
and Recocder of Pitk1r County, Colorado. It is the intention of.
the Fast Owl Creek Corp., a Colorado corporation (hereinafter
referred to as 'Declarant'), expressed by its execution of this
instrument, that the lands within East Owl Creek be developeA and
maintained as a highly desirable scenic and exclusive residential
area. It is the purpose of these covenants that the present
henuty an:3 views ani setting within Cast Owl Creek shall always
be protected as much as possible in connection with the uses and
strictures permitted by this instrument. T�ese Covenants shall
be.a burden on an -1 run with &IL the lands within East Owl Creek.
ARTICLE 11
Area designations
• r
1. East owl Creek. The words 'East O,w- =reek' as used in
these Covenants shall mean all Of the lends inriude.i within the
ro_or-led plat of East Owl Cree%.
2. Residential Lots. Those !.ots dai lgnated as :pts 1. 2,
3. 4, 5, 5; 77p, -9,15, 11, 12, 13 anA 13 on the re�ur3ed plat
of ZNst Owl Creek.
3. ;Employee Lots. Those :,mt4 4esignateA as Employee Lots
� u
1, 2, 3. 4 and n the rerorde.i Mat of Fart o.+l _reek.
4. Lot (S) . All Lets iieR ignited on the reCor.3ed plat of
Eint Owl CreNk.
5. open Spars Parcels. '.,hose ?ar:els Aesignatt:9 as Open
Space rarce�a A, qs, C and -0 on rtie recor.ied plat of Past Owl
Crook.
5. wildlife Conssrvatlon Area. That arei designate�t as
wi191iEe Conservation Are-& On t5te ricorde-1 plat of East 7w1
rr0.-ch -
5/14,,:11
I
i
L
Y
k
,A
X �`�f►�-��0
ARTICLE V
General Restrictions
1. Building Envelope.
All buildings on the Lots, including
Dut not lira e o we .ngunits and accessory buildings, shall be
i constructed only within the desionated builitna-4Mvel0-nes as
described on the recor•!ed plat of Bast al Creek thereinafter
referred to as '9uil'iing Rnvelopes') escape as may otherwise be
provided by these covenants. Accessory buildings shalt include but
1not be limited to garages, sheds. horse stables, tennis courts,
swimming pools, parting areas and other accessory buildings as
determined by the Architectural Committee. Accessory uses (rot
requiring buildings) permitted outside the Builiing Envelope shalt
include but not be limited to underground utilities, driveways.
sewage dispos.. systems, fences, walls, entrances, lawsu, gardens,
walkways, ponds, horse corrals and other similar uses as determined
by the Architectural Committee.
2. Minimum and Maximus House Sizes. The residential
9velling unit; on Lots 1-14 in east Owl Creek (Employee Lots
excluded) shalt have a minimum size of 3.000 square feet of floor
area and a maximum size of 10,000 square feet of floor area.
Notwithstanding, the Architectural Committee shall have the right
to reduce the maximum size of resiliences on the individual lots in
accordance with its adopted rules and regulations. Garages,
mechanical rooms, outbuil9ings and similar non -Living space shall
be rzeludea from the =lour area calculations.
3. Op%n Space Parcels. The open Space parcels on the
recorded plat of Last Owl Creek are covenanted as follows:
a. Open Sace Parcels A and P. The lands within
Parcels A and B shall—ire use3 for open space, -agricultural and
recreational purposes. kgricultural purposes may include agrieul-
turAl structures and uses necessary for the operation of the
agricultural operations and irrigated fields. These say include
but are not 11mitel to the cuilstruction of barns, sheds, stables,
corrtla , fencing and irrigation ditches. Recreational purposes say
include structures and uses including but not limited to horseback
riding, Nordic skiing, hiking, golf and other' recreational
structures and uses peroitted by or appr-)ved under .the provisions
of the Pitkin County Land Use Code. hll agricultural and recrea-
tional structures shall comply with the provisions of the Pitkin
County Lan! Use Code and shall receive adninistrative approval from
the Pitkin County Planning Office or Special Review Use approval if
eeemei appropriate by the Pitkin County Planning office prior to
construction. A9ministrative review and approval by the Pitkin
County Planning Office shall he permitted for insubstantial acces-
s:3ry agricultural or recreational structures and uses as deemel
appropriate by the Pitkin County Planning Office. 1111 improvements
and usos shall ai.%* be approve) by the Architectural Committee
under those praceidures outlined in Article TV herein except !or
those rights reserved in the Mitchell Deed -
6/L4/99
6
04/23/97 WED 10:56 FAM 314 862 8858 BARRY {VEHMILLER 11002
°&M°, chyll Ulnak
'OLM (CUR&M IL vmp
h4�'q m' as awl
9 riO4M.S.1.1
April 23, 1997
Via Facsimile:
Norris and Associates
Attention: Paul Broome
1 understand that Boyd Jefferies is applying to your building; department to obtain a septic tank
permit. This will confirm that the Fast Owl Creek Homeowners Association has a water system
and Lot 2 within the: sudivision is supplied with water from the association.
Best regards,
Robert H. Chapman
President
East Owl Creek. Homeowners Association
,-Owkr\boyd-j
TH-1 TH-2 TH-3
EL=Btu/ EL=8162 EL=8155
8170
8165
11/12
01
8160
27/12
40
8155 100
0
C b
o•
c 8150 °
w 50/10
8145
8140
8135
8130
26/6,10/0
50/6
Assume
Finishe
Floor
Elevatic
8170
8165
8160
8155
0
0
27/12
8150
0
20/6,10/0
8145
SUMMARY LOGS OF EXPLORATORY BORINGS
Job No. GS -2092
8140
8135
8130
Fig. 2
or
Ln
C
D
r-
0
0
V)
O
m
x
-u
r-
0
X
D
O
Depth In Feet Depth In Feet
-71
i I I I F T7
N O
O O
z IV
W
N
N
\l
I
N
I
CA
W
-� N O -+ N O
O O
4993 ui 44dea 4993 uI 44dea
z F
0
W N741
Li zv
03? 03m
° .gym
m to
cm 0-5 <0 .14 x�� oaa Omc�v omc�v ov �tc� Qo
v o. a -- -X o -, c a y c c a z cr a 0 �► c a
0o foo to 3 o c 3a cc 03ao foam ce CL 0 0.0vo �-•''< �°
oto v°� moi oma—,~' 0 we
3�T�c :' °m a
vom tr �� r°n c° _° 3 m ice° oa
n.fA
S. °�,0 a =cam -as.3sv mW3sv O° .:mn rl
a° xo eo°cam oTA �' X30 �a3o,m -1 a �a Q.
m n a� 1° y o moo -«� N-..-1 a�
�a� mme -
0Aao. 0' 00
ca
no3aamo�R. m
o
o_°
00 0 3� m -.n cpm °ooh �aCAcr
°�` m °,
a
ca -1
T (q �,
COL
a m c m 0. m cm -
° o m m
o 0 0=m V Oca
m �Z S O ? 0 00
O
ma 0.
0.3
o
°cT o 03
S.0 a rA m � 0
... o W o a
to m
00
3
2
1
0
EXPANSION UNDER CONSTANT
PRESSURE DUE TO WETTING
0.1 1.0 10 100
APPLIED PRESSURE — KSF
Sample Of _ CLAY, SANDY (CL) NATURAL DRY UNIT WEIGHT= 121 PCF
From TH-1 AT 4 FEET NATURAL MOISTURE CONTENT= 11.9 %
3
IM
0.1 1.0
APPLIED PRESSURE — KSF
Sample of _ CLAY, SANDY (CL)
From TH-1 AT 9 FEET
JOB NO. GS -2092
M
NATURAL DRY UNIT WEIGHT= 117 PCF
NATURAL MOISTURE CONTENT= 16.5 %
Swell Consolidation
Test Results FIG. 4
i
i
s
r i
s
I
/
EXPANSION UNDER
CONSTANT
PRESSURE DUE TO
WETTING
0.1 1.0
APPLIED PRESSURE — KSF
Sample of _ CLAY, SANDY (CL)
From TH-1 AT 9 FEET
JOB NO. GS -2092
M
NATURAL DRY UNIT WEIGHT= 117 PCF
NATURAL MOISTURE CONTENT= 16.5 %
Swell Consolidation
Test Results FIG. 4
HYDROMETER ANALYSIS SIEVE ANALYSIS
25 HR. 7 HR TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
45 MIN, 15 MIN. 60 MIN. 19 MIN 4 MIN. 1 MIN -200 '100 '50 '40'30 ' 16 '10'8 -4 318' 3/4" 11/2 5'6' 8'
100 / 0
90
80
70
U'
Z 60
Q
`z 50
40
30.
20
10i
0i._.__
.001 .002
10 I
20
_
-40
,
t
! t
_. T__...... _
,
.. .t._.. 3 ...... _. �.
{
I.
100
.005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200
0.42 152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY (PLASTIC) TO SILT (NON -PLASTIC) FINE I • MEDIUM COARSE 1 FINE VI
LL COARSE COBBLES
Sample of. GRAVEL, CLAYEY (GC) GRAVEL 34 % SAND 29 %
From TH-2 AT 4 FEET SILT & CLAY 37 % LIQUID LIMIT %
PLASTICITY INDEX %
Sample of
From
GRAVEL -%
SILT & CLAY -%
PLASTICITY INDEX
SANG
LIQUID LIMIT
Gradation
Test Results
JOB NO. GS -2092 FIG. 5
HYDROMETER ANALYSIS
I
SIEVE
ANALYSIS
25 HR. 7 HR
TIME READINGS
U.S. STANDARD SERIES
CLEAR SQUARE OPENINGS
MIN. 15 MIN.
60 MIN. 19 MIN. 4MIN 1MIN...
200'10050'40'30,
16'10'8.
4. 314'
1%2" 3'
5,4' 0
145
I 00
..3/8',
_
90
F
f
{
80
20
30
60,
d
Z 50 ._
u
}
i r
w
_ Sp c
. ,
t
` �
60
a40I
30
__
t_
.__----_:
z 1.
Y__...._
a
70
20
90
? I
p
Y ; 3 ._,. , 1_ . i
_..
100
.001 .002
.005 .009 .019 .037
.074 .149
.297 .590 1.19 2.0 2.38
4.76 9.52 19.1
36.1 76.2
127 200
0.42
152
DIAMETER OF PARTICLE IN MILLIMETERS
Sample of
From
GRAVEL -%
SILT & CLAY -%
PLASTICITY INDEX
SANG
LIQUID LIMIT
Gradation
Test Results
JOB NO. GS -2092 FIG. 5
NOTE:
DRAIN SHOULD BE AT LEAST 2 INCHES
BELOW BOTTOM OF VOID AND FOOTING AT
THE HIGHEST POINT AND SLOPE DOWNWARL-
TO A POSITIVE GRAVITY OUTLET OR TO
A SUMP WHERE WATER CAN BE
REMOVED BY PUMPING.
PROVIDE PVC SHEETING GLl"E^
TO FOUNDATION WALL TO REDUCE
MOISTURE PENETRATION,
REINFORCING STEEL
PER STRUCTURAL
DRAWINGS.
PROVIDE POSITIVE SUP JOINT
BETWEEN SLAB AND WALL
FLOOR SLAB
:: ::::::;� FOOTING OR PAD
.,................:: t
..:..
2" MINIMUM
I
8" MINIMUM I ----
OR BEYOND 1:1
SLOPE FROM BOTTOM
OF FOOTING.
(WHICHEVER IS GREATER)
4 -INCH DIAMETER PERFORATED
DRAIN PIPE. THE PIPE SHOULD
BE LAID IN A TRENCH WITH A
SLOPE RANGING BETWEEN
1/8 INCH AND 1/4 INCH DROP
PER FOOT OF DRAIN.
EXTERIOR FOUNDATION WALL D RAI N
JOB NO. GS -2092
FIG. 6
SLOPE
PER REPORT
I
;
r
`
1
:E
BACKFILL--...;
i
i...........
F
.. ...1
-r
1
BELOW GRADE
WALL---/��
SLOPE
l ENCASE PIPE IN
WASHED
PER
i CONCRETE AGGREGATE (ASTM }
OSHA
� C33. NO. 57 OR
NO. 67 .
)
'
EXTEND GRAVEL
TO AT LEAST:::::::•:-:
1/2 HEIGHT OF
FOOTING.
= ' =
COVER
GRAVEL WITH
FILTER
FABRIC OR
ROOFING FELT.
"' =
16
NOTE:
DRAIN SHOULD BE AT LEAST 2 INCHES
BELOW BOTTOM OF VOID AND FOOTING AT
THE HIGHEST POINT AND SLOPE DOWNWARL-
TO A POSITIVE GRAVITY OUTLET OR TO
A SUMP WHERE WATER CAN BE
REMOVED BY PUMPING.
PROVIDE PVC SHEETING GLl"E^
TO FOUNDATION WALL TO REDUCE
MOISTURE PENETRATION,
REINFORCING STEEL
PER STRUCTURAL
DRAWINGS.
PROVIDE POSITIVE SUP JOINT
BETWEEN SLAB AND WALL
FLOOR SLAB
:: ::::::;� FOOTING OR PAD
.,................:: t
..:..
2" MINIMUM
I
8" MINIMUM I ----
OR BEYOND 1:1
SLOPE FROM BOTTOM
OF FOOTING.
(WHICHEVER IS GREATER)
4 -INCH DIAMETER PERFORATED
DRAIN PIPE. THE PIPE SHOULD
BE LAID IN A TRENCH WITH A
SLOPE RANGING BETWEEN
1/8 INCH AND 1/4 INCH DROP
PER FOOT OF DRAIN.
EXTERIOR FOUNDATION WALL D RAI N
JOB NO. GS -2092
FIG. 6
CLAY BACKFILL
f
BACKFILL
COMPACTED
Po
TO AT LEAST 90% 0.
OF ASTM
D 698-78
(SEE REPORT a.
Q
FOR BACKFILL
RECOMMENDATIONS)
0,
WASHED 3/4 INCH TO NO. 4
GRAVEL WITH LESS THAN
3 PERCENT PASSING
THE NO. 200 SIEVE.
JOB NO. GS -2092
PROVIDE GALVANIZED
SCREEN
WEEP HOLES PROVIDED AT lo'
CENTER TO CENTER
4 INCH DIAMETER
METER PERFORATED PVC PIPE.
.THE DRAIN LINE SHOULD BE LAID ON A . SLOPE
RANGING BETWEEN 1/8 INCH AND 1/4
DROP PER FOOT OF DRAIN AND LEAD TO A
POSITIVE GRAVITY OUTLET.
TYPICAL EARTH RETAINING
WALL DETAIL
FIG. 7
SATURATION AND PREPARATION
DATE: 3/13/97
TIME AT START OF SATURATION: A.M.
PERCOLATION TEST
DATE: 3/17/97
WATER IN BORING AFTER 24 HOURS
_ YES X NO
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
(INCHES)
TIME AT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)
DEPTH TO WATER
CHANGE PERCOLA-
IN WATER TION RATE
DEPTH (MIN/INCH)
(INCHES)
START OF
INTERVAL
(INCHES)
END OF
INTERVAL
(INCHES)
P-1
40.75
10:56
15
18.25
20.5
.2.25
7
11:11
15
20.5
22.0
1.5
10
11:26
15
22.0
23.25
1.25
12
11:42
15
23.25
24.25
1.0
15
11:57
30
24.25
25.75
1.5
20
12:27
30
25.75
26.5
0.75
40
12:58
30
26.5
27.5
1.0
30
1:28
30
27.5
28.5
1.0
30
Job No. GS -2092 Fig 8
SATURATION AND PREPARATION
DATE: 3/13/97
TIME AT START OF SATURATION: A.M.
PERCOLATION TEST
DATE: 3/17/97
WATER IN BORING AFTER 24 HOURS
_ YES X NO
PERCOLATION TEST RESULTS
Job No. GS -2092
Fig. 9
HOLE
NUMBER
DEPTH TIME AT
(INCHES) START OF
INTERVAL
10:58
11:13
11:28
11:43
11:58
12:28
1:00
1:30
- - .. - .. --- - t:::�
TIME
INTERVAL
(MINUTES)
15
15
16
15
30
30
30
30
DEPTH TO
START OF
INTERVAL
(INCHES)
25.0
26.25
26.5
27.5
27.75
28.25
29.0
29.75
E
.. ... ... . ... ..
WATER
END OF
INTERVAL
(INCHES)
26.25
26.5
27.5
27.75
28.25
29.0
29.75
30.25
CHANGE
IN WATER
DEPTH
(INCHES)
1.25
0.25
1.0
0.25
0.5
0.75
0.75
0.5
PERCOLA-
TION RATE
(MIN/INCH)
12
60
16
60
60
40
40
60
FP -2944.25
-
Job No. GS -2092
Fig. 9
ZIAIURATION AND PREPARATION
DATE: 3/13/97
PERCOLATION TEST
TIME AT START OF SATURATION:
DATE: 3/17/97
A.M.
WATER IN BORING AFTER
_ YES X NO
24 HOURS
PERCOLATION TEST RESULTS
HOLE DEPTH
r NUMBER
TIME ATDEPTH
TO WATER
(INCHES)
START OFTIME
INTERVAL
CHANGE
INTERVAL
(MINUTES)
START OF END OF
IN WATER
PERCOLA-
TION RATE
I
INTERVAL INTERVAL
DEPTH
(MIN/INCH)
P-3 42.25
(INCHES) (INCHES)
(INCHES)
11:00
15
11:15
23.5 35.25
11.75
1
15
35.25 35.0
0.25
11:30
15
60
29.75 32.75
3'0
11:45
15
32.75
5
12:00
30
34.5
1.75
9
12:30
34.5 36.5
2.0
15
30
30.5 34.0
1:00
30
3.5
9
1:31
34.0 36.25
2.25
13
30
36.25 38.5
2.25
13
lob No. GS -2092
Fig. 10
SATURATION AND PREPARATION
DATE: 3/13/97
TIME AT START OF SATURATION: A.M.
PERCOLATION TEST
DATE: 3/17/97
WATER IN BORING AFTER 24 HOURS
- YES X NO
PERCOLATION TEST RESULTS
HOLE
NUMBER
DEPTH
(INCHES)
TIME AT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)
DEPTH TO WATER
CHANGE
IN WATER
DEPTH
(INCHES)
PERCOLA-
TION RATE
(MIN/INCH)
START OF
INTERVAL
(INCHES)
END OF
INTERVAL
(INCHES)
P-4
45.0
11:35
15
16.5
18.0
1.5
10
11:50
15
18.0
18.0
0
12:05
15
18.0
21.5
3.5
4
12:20
15
21.5
24.0
2.5
6
12:35
30
24.0
27.0
3.0
10
1:05
30
27.0
30.0
3.0
10
1:35
30
30.0
31.25
1.25
24
Job No. GS -2092 Fig 11
Job No. GS -2092
Fig. 12
PERCOLATION TEST
3/13/97
LDATE:
DATE: 3/17/97
AT START OF SATURATION:
A.M.
WATER IN BORING AFTER 24 HOURS
_ YES X NO
PERCOLATION TEST RESULTS
HOLE DEPTH
TIME AT
TIME
DEPTH TO WATER
r
NUMBER (INCHES)START
OF
INTERVAL
CHANGE
PERCOLA.
INTERVAL
(MINUTES)
START OF END OF
IN WATER
TION RATE
INTERVAL INTERVAL
DEPTH
(MIN/INCH)
(INCHES) (INCHES)
(INCHES)
P-5 46.25
11:37
15
30.0 32.75
2.75
6
11:52
15
32.75 33.25
0.5
12'07
15
33.25 35.25
30
2.0
g
12:22
15
35.25 35.75
0.5
12:40
26
19.0
30
24.75
5.75
5
1:06
31
24.75 28.75
4.0
1:37
30
28.75 33.0
4.25
g
7
Job No. GS -2092
Fig. 12
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LOCATIONS OF EXPLORATORY BORINGS
CIL/THOMPSON JOB NO. GS -2092
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
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