HomeMy WebLinkAboutpitkin.eh.264335403001 (2007)Permit # 07021
Pitkin Count, avironmental Health & Natural Resou s Department
Permit for an Individual Sewage Disposal System
0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Parcel ID # 2643-354-03-001
Type of permit New(X) Repair() Addition/Remodel to House( )
Name of Owner David & Mary Solomon
Street Address Lain Flats Rd �gQf
Property legal description SUB:STEIN LOT SPLIT LOT: I
Size of lot 45.59
Water source Private Well
Total square footage of the house 12,454 sq ft
# of bedrooms in house 6 # of offices, lofts & similar sized rooms in house 2
Caretaker unit attached Total square footage of the caretaker unit
# of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit
Designed for what # rooms (list) 8 bedrooms (6 bedrooms + exercise room + guest sitting room)
Permit information
Designed by High Country Engineering
Mailing Address 1517 Blake Avuenue Ste 101, Glenwood Springs, CO 81601
Perc rate 43 Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft
Minimum Septic tank capacity 4550 gallons Minimum Absorption area 2387 sq ft w/ 50% reduction
Comments
Septic permit approved per compliance with the engineer design and specifications dated March 13, 2007, Project
#2061066.00. Any changes must be approved by this department and the design engineer prior to them being
made.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations. The well must be at least 311 feet from the field.
The system will consist of one 2500 gallon two compartment tank followed by one 2250 gallon single compartment
tank with an effluent filter on the outlet. Effluent will be distributed to 11 trenches, the first 10 with 24 Quick 4
chambers and 2 chambers in the final row for a total of 242 chambers. There must be at least 6 feet of undisturbed
soil between each trench.
This department does not endorse any brand of products. This permit must be kept on-site during installation.
The engineer must do a final inspection of the installation and submit an as -built letter to this department. This
department must also be called for an inspection with a minimum of 48 hours advanced notice.
The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel.
Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be
followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly
en
Permit approved by: �� 8`iCj, Date:
r�
Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered
satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin
County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was
issued unless system construction has commenced or an extension has been approved in writing by the Departent. As -built
drawings must be included with this permit before the final approval will be issued. Expiration Date: I '.` E. i N
Installer: 5�►-1t� c, . License Number:;
Final approval:>r la l A Date: 11 13 6 1 0 7
PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
0405 Castle Creek Road, Suite 10, Aspen Colorado 81611
Phone (970) 920-5070 Fax (970) 920-5077
Name of OWNER David & Mary Solomon
Owner's Mailing Address 145 Central Park West, Apt. 4C,
City, State, Zip New York, NY 10023 Business Phone: ( 212) 902-5051
Home Phone: E-mail Address:
Primary Contact Person (all communication regarding this permit will go through this person)
Name Boone Caudill
Company Harriman Construction, Inc.
Contact Mailing Address 280 E . Cody Lane
City, State, Zi Basalt, CO 81621 Business Phone: 927-1161
Cell Phone: 379-•7550 Fax: 927-3374 E-mail Address: cin Yluc 1 nrcomn
Parcel ID # (available from assessor's office 2 6 4 3_ 3 5 4 0 3 0 0 1
at 920-5160 or at www.pitkinassessor.org ___ ___ _ ___ —_ . . ___ ___
Building Permit # (if available)
Street address of property 3800 McLain Flats Road
Legal Description: Lot 1 Block Filing Subdivision Stein Lot Split Su
Size of lot: 45.59 acres. Type of proposed structure: New Single Family Residenc
Total square feet of house 12,454 # of bedrooms (potential) in house
Caretaker Unit: Attached( X ) Detached
Total areas . ft. of caretaker unit 4 4 3 # of bedrooms(potential) in caretaker unit 1
Permit is for: New Home (XX) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private well ( X) Spring ( ) Stream ( ) Community/Public Water System ( )
If community system: Name of system
The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the
time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second,
before final approval of the ISDS permit.
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and
accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour
intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain
tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that
any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any
other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals
and permits have been obtained.
The Pitkin County Environmental Health Department, kin ounty and employees of these agencies will be held harmless
should the individual sewage disposal s stem fail oralfunc ion. The permit to construct is issued on information submitted by
the applicant or his/her representati es. T owner ssumeslfull respen"ilit f in case of failure of the system.
Signature of applicant
Received by
Date O
Receipt # Date
livisior
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Pitkin County Environmental Health Department
Contact Log Sheet
Name: �
Parcel fD#: Address:
Date Person Spoken To Comments /Action to be Taken Initials Time
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ISDS DESIGN CALCULATIONS - for Pitkin
Owner's Name Parcel ID #�a „ �. •. ,
House Size (sq. ft.) x (75 gpd, 100 gpd, or 130 gpd) 130
Number of Bedrooms in Main House
Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House ;`.
Number of Bedrooms in Detached Caretaker unit
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit;.,. x
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 2080
State Review Required? no
Perc Rate z (T)
Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75
Q= 3640
Minimum tank capacity
4550 gallons
Absorption Area (=Q/5 X SQRT perc rate)
A = 4,774 sq. ft. of absorption area required
308 gravelless chamber units without reduction
# of Perc Holes Required: 3.9781794
QUICK 4 9_8 /\),5 e 0
A = 2386.9076 sq.ft. with 50% reductionTRENCHES
244 gravelless chamber units with reduction
STANDARD
A= 2386.9076 sq.ft. with 50% reductionTRENCHES
154 gravelless chamber units with reduction
EQ 36
150 EQ36 units in TRENCHES
QUICK4-EQ36 2387
309
SETBACK FROM WELL
# of feet = 311.2
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 261.2
SETBACK FROM DRY GULCH
# of feet = 236.2
DICK 4 9.2
3341.6707 sq ft 30% reduction BED
363 chamber units with reduc.
3341.6707 sq ft 30% reduction BED
216 chamber units with reduc.
267 EQ36 units in a BED
3342
522
0
CIVIL ENGINEERING
November 27, 2007
Carla Ostberg
Pitkin County Environmental Health
0405 Castle Creek Rd, Suite 10
Aspen, CO 81611
Re: Solomon Residence ISDS
HCE Project Number 2061066.00
Dear Carla:
Q
LAND
An Employee -Owned Company
SURVEYING
The following letter is to confirm the engineer's acceptance of the designed septic system of the
Solomon Residence ISDS located on McLain Flats Road. The design included septic tanks, piping,
cleanouts, and infiltrator units.
The following letter is to confirm the engineer's acceptance of the designed septic system of the
Solomon Residence located on McLain Flats Road. The design included two 2,500 gallon septic
tanks (one with baffle and the other with an effluent filter) and 242 infiltrator units (Quick 4
Standard type). All of the inspection wells, infiltrators, manifolds, and cleanouts were inspected
within the designated design envelope and were installed satisfactory, and can be seen on the as -
built drawing. The 4" PVC line and cleanout, from the house to the septic tanks, was installed by
contractor and was not inspected by HCE.
The system has been completed with the intent of the original design.
If you have any questions, or need additional information, please contact us.
Sincerely,
HIGH COUNTRY ENGINEEI
wmit
.of 00 L/C %r
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Dan R. Dennis fn, I. 39307 i
Project Manage. -&
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
970.945.8676 phone
970.945.2555 fax
INC.
www.hceng.com
14 Inverness Drive East, Suite F-120
Englewood, CO 80112
303.925.0544 phone
303.925.0547 fax
phone 970-927-1297
fax 970-920-5077
0405 Park Avenue, A-4, Basalt CO 81621
e-mail carla2610( yahoo.com
To: Boone Caudill From: Carla Ostberg
Fax: 927-3374 Pages: 2
Phone: Date: 4/17/07
Re: Solomon ISDS CC: High Country Engineering 945-2555
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
I have issued the permit for this system. I think it's important that the excavator pay extra attention to
the soils when they start to dig because analysis was not done in the area of the proposed field. If the
soils don't seem consistent with the soils that the design was based on, they should contact High
Country to reevaluate. Please let me know if you have any questions.
Thank you,
Carla
07-16-`07 13:57 FROM -Ca- -ity Builders 3036271249
T-896 P02/03 U-754
STATE OF COLORADO
OFFICE OF THE STATE ENGINEER
° c
Division of Water Resources
R.:
Department of Natural Resources
1313 Sherman street, Room 818
Denver, Colorado 80203
July 13, 2007
J87f
Phone (303) 866.3581
FAX (303) 866.3589
Bill Ritter, Jr.
hitp 1/www. Water. state. co. us
Governor
Harris D. Sherman
Jim Lynch, Certification No. GT -2 Executive Director
Rocky Mountain Geothermal, Inc. (Vacant,
15660 East Hinsdale Drive, Suite 210 State Engineer
Centennial, CO 80112
Re: Variance Request
Permit No. 3-GX ; Installation at 3800 McClain Flats Road, Aspen, CO
Dear Mr. Lynch:
The State Engineer received your request for variance from the construction
standards of the Geothermal Rules submitted on July 13, 2007. Specifically, you
requested that the State Engineer grant a variance from the minimum distance
that a loop field for a closed loop geoexchange system can be located with
regard to a source of contamination (Rule 6.4.2).
Pursuant to Rule 14, a variance to Rule 6.4.2 -is granted subject to the following
conditions:
1. The loop field construction shall be in accordance with the Geothermal
Rules except those Rules fbr which a variance was granted.
2. The loop field must be constructed no closer than 25 feet from the
source of contamination as indicated in the request.
3. Ail loops in the field shall be grouted with approved grout materials as
specified in Rule 8.3.2 and meet all requirements of Rule 8.5 et seq.
4. A copy of this variance shall be submitted with the Geoexchange Loop
Field Construction and Test Report (Form No. GX-01) submitted for
the loop field.
5. This variance applies only to the loop field construction at 3800
,McClain Flats Road, Aspen CO
Approval of this request waives only the location requirements of the State
Engineer. The constructor is advised that Rule 6.4 of the Geothermal Rules
requires that the construction comply with any federal, state, county, municipal or
local government laws, regulations or codes that are more stringent than these
Rules, including distance requirements from sources of contaminants, or contain
standards not covered by these Rules.
07-16-'07 13;57 FROM -G 3itf Builders 3036271249
T-896 P03/03 U-754
Granting the request for variance to minimum loop field construction standards
does not relieve the owner of potential liability in the event contamination of a
water source results from such construction, nor does the grantor assume any
responsibility or liability should contamination occur.
If you have any questions, please contact this office_
Sincerely,
C
Dave McElhaney, P.G.
Chief, Geotechnical Services Branch
Cc: Certification File GT -2
Permit File 3-GX
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Gk�,.,, b1tech
HEPWORTH-PAWLAK GEOTECHNICAL
0
I-lepworrh-Pewlak Geotechnical, Inc.
5020 Count} Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-915-8454
email: hpgeo@hpgeorecli.com
SUBSOIL STUDY
FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
LOT 1, STEIN LOT SPLIT
McLAIN FLATS ROAD
PITHIN COUNTY, COLORADO
JOB NO. 106 0915
NOVEMBER 13, 2006
PREPARED FOR:
DAVID SOLOMON .
145 CENTRAL PARK WEST, APT. 4C
NEW YORK, NY 10023
Parker 303-841-7119 a Colorado Springs 719-633-5562 0 Silverthome 970-468-1989
c
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY............................................................................ 1 -
PROPOSED CONSTRUCTION.................:...................................................................-1 -
SITECONDITIONS........................................................................................................ 2 -
FIELD-
FIELDEXPLORATION.................................................................................................- 2
SUBSURFACE CONDITIONS ......... :............................................................................ - 2 -
ENGINEERING
-
ENGINEERING ANALYSIS.......................................................................................... 3
DESIGN RECOMMENDATIONS.................................................................................. 4 -
FOUNDATIONS.......................................................................................................... 4 -
FOUNDATION AND RETAINING WALLS............................................................. 5 -
FLOORSLABS........................................................................................................... 6-
UNDERDRAINSYSTEM..........................................................................................- 7 -
SITEGRADING.........................................................................................................- 7 -
SURFACEDRAINAGE.............................................................................................- 8 -
PERCOLATIONTESTING........................................................................................- 8 -
LIMITATIONS
-
LIMITATIONS................................................................................................................ 9 -
FIGURE
-
FIGURE 1 - LOCATION OF EXPLORATORY BORINGS AND PERCOLATION
TEST HOLES
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS
FIGURE 5 - GRADATION TEST RESULTS
TABLE 1- SUMMARY OF LABORATORY TEST RESULTS
TABLE 2- PERCOLATION TEST RESULTS
U
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be located at
Lot 1, Stein Ranch Lot Split, McLain Flats Road, Pitkin County, Colorado. The project
site is shown on Figure 1. The purpose of the study was to develop recommendations for
the foundation design. The study was conducted in accordance with our proposal for
geotechnical engineering services to you dated September 1, 2006. A fifth boring was
added in the pool area as described in our e-mail to John Gassett dated October 16, 2006.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the Iaboratory to determine their classification,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foundation.
This report summarizes the data obtained during this study and presents our conclusions,
design recommendations and other geotechnical engineering considerations based on the
proposed construction and the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The proposed residence will be a large multi -story structure with a pool and auto court.
Garage floor will be slab -on -grade. Grading for the structure is assumed to be relatively
extensive with cut depths up to 16 feet_ We assume relatively light to moderate
foundation loadings, typical of the proposed type of construction.
If building loadings, location or grading plans change significantly from those described
above, we should be notified to re-evaluate the recommendations contained in this report.
Job No. 106 0915 Gcegtech
1
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SITE CONDITIONS
The property is located on the north side of McLain Flats Road. Vegetation consists of
stands of scrub oak, aspen trees, sage brush, grass and weeds. There was about 4 inches of
snow cover at the time of drilling. The ground surface in the building area slopes
moderately steep down to the southwest at a grade of about 18 percent. The Salvation
Irrigation Ditch is located uphill and 100 feet east of the proposed residence. The Little
Red Butte Spring Ditch is located in the lower part of building envelope.
FIELD EXPLORATION
The field exploration for the project was conducted on October 26, 2006. Five
exploratory borings were drilled in the building area and one profile boring in the septic
disposal area at the locations shown on Figure 1 to evaluate the subsurface conditions.
The borings were advanced with 4 inch diameter continuous flight augers powered by a
track -mounted CME 45 drill rig. The borings were Iogged by a representative of
Hepworth-Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with 1% inch and 2 inch I.D. spoon samplers. The
samplers were driven into the subsoils at various depths with blows from a 140 pound
hammer falling 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication of the
relative density or consistency of the subsoils. Depths at which the samples were taken
and the penetration resistance values are shown on the Logs of Exploratory Borings,
Figure 2. The samples were returned to our laboratory for review by the project engineer
and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2.
The subsoils consist of about one foot of topsoil overlying silty clayey sandy gravel with
Job No. 106 0915
-3 -
cobbles and boulders. Drilling in the dense granular soils with auger equipment was
difficult due to the cobbles and boulders and drilling refusal was encountered in the
deposit. Hard sandy clay was encountered in Borings 3 and 4 with depth.
Laboratory testing performed on samples obtained from the borings included natural
moisture content and gradation analyses. Results of swell -consolidation testing
performed on a relatively undisturbed drive sample, presented on Figure 4, indicate low
to moderate compressibility under loading and wetting. The sample showed a slight
collapse potential (settlement under constant Ioad) when wetted. Results of gradation
analyses performed on small diameter drive samples (minus 1'/_ inch fraction) of the
coarse granular subsoils are shown on Figures 5, 6 and 7. The laboratory testing is
summarized in Table 1.
No free water was encountered in the borings at the time of drilling or when checked one
day later and the subsoils were slightly moist to moist.
ENGINEERING ANALYSIS
Based on geotechnical considerations, it should be feasible to construct the proposed
residence on the site with proper planning and design. The proposed relatively deep cuts
will have a risk of construction induced slope stability. The building foundation and
retaining walls will need to be designed to resist appropriate lateral earth pressures from
the hillside and foundation wall backfill.
Spread footings bearing on the natural soils should be feasible for building support.
There could be some differential settlement between the different bearing materials. We
should observe the excavation to evaluate the suitability of the bearing materials.
Job No. 106 0915
_4®
DESIGN RECOWdENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the building be founded with spread
footings bearing on the natural granular soils.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the undisturbed natural granular soils should be
designed for an allowable bearing pressure of 2,500 psf. A %s increase in
the allowable bearing pressure can be taken for eccentrically loaded
(retaining wall) footings provided the resultant of all forces acts within the
central third of the footing section. Based on experience, we expect
settlement of footings designed and constructed as discussed in this section
will be about 1 inch or less.
1:) The footings should have a minimum width of 16 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 42 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least 10
feet. Foundation wails acting as retaining structures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) All topsoil and any loose or disturbed soils should be removed and the
footing bearing level extended down to the relatively dense natural
granular soils. Voids created by the removal of large rocks should be
Jou N0. 1UB UVII
-5 -
backfilled with compacted sand and gravel or with concrete. The exposed
soils in footing area should then be moistened and compacted.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount of deflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of at Ieast 50 pcf
for backfiII consisting of the on-site soils. Cantilevered retaining structures which are
separate from the residence and can be expected to deflect sufficiently to mobilize the full
active earth pressure condition should be designed for a lateral earth pressure computed
on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of
the on-site soils.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at Ieast 90% of the maximum
standard .Proctor density at a moisture content near optimum. Backfill in pavement and
walkway areas should be compacted to at least 95% of the maximum standard Proctor
density. Care should be taken not to overcompact the backfill or use large equipment
near the wall, since this could cause excessive lateral pressure on the wall. Some
settlement of deep foundation wall backfill should be expected, even if the material is
placed correctly, and could result in distress to facilities constructed on the backfill.
.lob No. 1 Ub 0915
The lateral resistance of foundation or retaining wall footings will be a combination of the
sliding resistance of the footing an the foundation materials and passive earth pressure
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of 0.50. Passive pressure of compacted
backfill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 400 pcf. The coefficient of friction and passive pressure values recommended
above assume ultimate soil strength. Suitable factors of safety should be included in the
design to limit the strain which will occur at the ultimate strength, particularly in the case
of passive resistance. Fill placed against the sides of the footings to resist lateral loads
should be compacted to at least 95% of the maximum standard Proctor density at a
moisture content near optimum.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -
on -grade construction. To reduce the effects of some differential movement, floor slabs
should be separated from all bearing walls and columns with expansion joints which
allow unrestrained vertical movement. Floor slab control joints should be used to reduce
damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist ofminus 2 inch
aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.
200 sieve:.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site granular soils devoid of vegetation, topsoil and oversized rock.
Job No. ]060915
-7-
UNDERDRAIN SYSTEM
Although free water was not encountered during our exploration. it has been our
experience in mountainous areas that local perched groundwater can develop during times
of heavy precipitation or seasonal runoff, Frozen ground during spring runoff can create
a perched condition. We recommend below -grade construction, such as retaining walls,
crawlspace and basement areas, be protected from wetting and hydrostatic pressure
buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free -draining granular material. The drain should
be placed at each level of excavation and at least 1 foot below lowest adjacent finish
grade and sloped at a minimum 1 % to a suitable gravity outlet. Free -draining granular
material used in the underdrain system should contain less than 2% passing the No. 200
sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The
drain gravel backfill should be at least I'/2 feet deep.
SITE GRADING
The risk of construction -induced slope instability at the site appears low provided the
building is located as planned and cut and fill depths are limited. We assume the cut
depths for the basement level will not exceed about 10 to 16 feet. Fills should be limited
to about 8 to 10 feet deep. Embankment fills should be compacted to at least 95% of the
maximum standard Proctor density near optimum moisture content. Prior to fill
placement, the subgrade should be carefully prepared by removing all vegetation and
topsoil and compacting to at least 95% of the maximum standard Proctor density. The fill
should be benched into the portions of the hillside exceeding 20% grade.
Permanent unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or
flatter and protected against erosion by revegetation or other means. The risk of slope
instability will be increased if seepage is encountered in cuts and flatter slopes may be
Jon No. 106 0915 tech
-8 -
necessary. If seepage is encountered in permanent cuts, an investigation should be
conducted to determine if the seepage will adversely affect the cut stability. This office
should review site grading plans for the project prior to construction.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the residence has been completed:
1} Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 12 inches in the fust 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free -draining wall backfill should be capped with about 2 feet of the on-
site soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
PERCOLATION TESTING
Percolation tests were conducted on October 27, 2006 to evaluate the feasibility of an
infiltration septic disposal system at the site. One profile bqqiWd four percolation
holes were drilled at locations as shown on Fig. 1. The test holes were drilled with 6 inch
diameter auger and were soaked with water one day prior to testing. The soils
encountered in the percolation holes are similar to those encountered in the Profile Boring
shown on Fig. 2 and consist of silty sand and gravel with cobbles and boulders.
Job No. 106 0915 Gtech
r" It
The percolation test results are presented in Table II. The percolation test results varied
from 30 minutes per inch to 60 minutes per inch with an overall average rate of 42
minutes per inch. Based on the subsurface conditions encountered and the percolation test
results, the tested area should be suitable for a conventional infiltration septic disposal
system. Pitkin County requires that a professional engineer design the infiltration septic
disposal system.
LEMTATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory borings drilled at the locations
indicated on Figure 1, the proposed type of construction and our experience in the area.
Our services do not include determining the presence, prevention or possibility of mold or
other biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
consulted. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we
should be.. notified so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for teclmical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We recommend on-site observation of excavations and foundation
Job No. 106 0915 G�
N
-10-
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Louis E. Eller
Reviewed by:
LEE/ksw
Hamman Construction ="14' IToone Caudill
SRW Architects — Attn: John Gassett
Design Workshop — Attn: Bryan Harding
DeStefano Associates — Attn: Kevin Chamberlain
Job No. 106 0915 G99bech
APPR(
i
'aH
00
x910
1
l 7920
I I
I 17930
I fI
1 7940
j � I
1 7860 7870 7880
7850
/ / I
/ l
/ 1
1 1
! 1
1 I
7940
7890
7910 7920 7930
7900
��C�1 LOCATION OF EXPLORATORY BORINGS
1060915 AND PERCOLATION TEST HOLES Figure 1
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LOGS OF EXPLORATORY BORINGS
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Figure 2
LEGEND:
® TOPSOIL; organic sandy silt and clay, moist, dark brown.
GRAVEL (GM); with cobbles and boulders, sandy, silty to clayey, medium dense to dense, slightly moist, brown.
aCLAY (CL); silty, sandy, hard, slightly moist, light brown.
Relatively undisturbed drive sample; 2 -inch I.D. California liner sample.
Drive sample; standard penetration test (SPT), 1 3/8 inch 1. D. split spoon sample, ASTM D-15136.
14/12 Drive sample blow count; indicates that 14 blows of a 140 pound hammer falling 30 inches were
required to drive the California or SPT sampler 12 inches.
TPractical drilling refusal.
Indicates slotted PVC pipe installed in Profile Boring to depth shown.
-- - Depth at which boring had caved when checked one day following drilling.
NOTES:
1. Exploratory borings were drilled on October 26, 2006 with 4 -inch diameter continuous flight power auger.
2. Locations of explorator/ borings were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided.
4. The exploratory boring locations and elevations should be considered accurate only to the degree Implied by the
method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between
material types and transitions may be gradual.
6. No free water was encountered In the borings at the time of drilling or when checked 1 day later. Fluctuation in
water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%;)
DD = Dry Density (pcf)
+4 = Percent retained on the No. 4 sieve
-200 = Percent passing No. 200 sieve
1060915
LEGEND AND NOTES j Figure 3
Moisture Content = 4.3 percent
Dry Density = 100 pcf
Sample of: Slightly Gravelly Silty Clayey Sand
From: Boring 1 at 2 Feet
0
1
Compression
upon
2 wetting
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0
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5
0.1 1.0 10 100
APPLIED PRESSURE - ksf
1060915 ~
�7�" C�'1 SWELL-CONSOLIDATION TEST RESULTS Figure 4
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HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 2
PERCOLATION TEST RESULTS
Jos NO. 106 0915
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER
DEPTH AT
START OF
INTERVAL
(INCHES)
WATER
DEPTH AT
END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
Pi
23
15
61/2
53/4
3/4
60
5 314
51/2
1/4
51/2
51/4
1/4
51/4
5
1/4
5
43/4
1/4
43/4
41/2
1/4
41/2
41/4
1/4
41/4
4
1/4
P2
24
15
5
4
1
40
4
31/4
3/4
31/4
23/4
1/2
23/4
23/8
3/8
2 318
2
3/8
2
15/8
3/8
15/8
11/4
3/8
11/4
7/8
3/8
P3
27
15
7
6
1
30
fi
51/4
3/4
51/4
41/4
1
41/4
33/4
1/2
33/4
31/4
1/2
31/4
23/4
1/2
23/4
21/4
1/2
21/4
13/4
1/2
P4
26
15
8
51/2
21/2
40
51/2
4
11/2
4
33/8
5/8
33/8
23/4
5/8
23/4
23/8
3/8
23/8
2
3/8
2
15/8
3/8
15/8
11/4
3/8
Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on
October 26, 2006. Percolation tests were conducted on October 27, 2006. The
average percolation rates were based on the last three readings of each test.
Jan 11 07 11:12a Wayne Shelton 9' -927-3801 p.1
01 -OB -2007 09:DTAM FROM-DIONATER, 97094SB741 1-185 P. 003/004 F-004
Form No. Urr1L r- Ut- I Ht %'3 1 H1 t tNlUlNttFC
GWS -25 COLORADO DIVISION OF WATER RESOURCES
818 Centenn;el Slag_ 1313 Sherman St., Denver, Colorado 80203
(903)866-3531 I na+
L.O�lll rl�. �!T I VVu r�u. rrrr� ry. ZVTLTVV
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall he used in such a way as to cause no material injury to existing water rights. The issuance of this permit
does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from
seeking relief in a civil court action.
2) The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation
Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3xb)(11)(A) as the only well an a tract of land of 45.59 acres described as that portion
of Sections 2, Twp. 10 S, Rng. 85 W, and Section 35, Twp. 9 S, Rng. 85 W, Sixth P.M., Pitkin County, more particularly
described on the attached exhibit A.
4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not mare than
three (3) single farttihr dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the
irrigation of not more than one (1) acre of home gardens and lawns.
5) The pumping rate of this well shall not exceed 15 GPM.
6) The return flow from ';he use of this well must be through an individual waste water disposal system of the
non -evaporative type where the water is returned to the same stream system in which the wall is located.
7) This weal shall be constructed not more than 200 feet from the location specified on this permit.
APPROVED
JSG
State Engineer
DA'
WELL PERMIT NUMBER 272034
APPLICANT
DIV.5 WD38 DES. BASIN MO
APPROVED WELL LOCATION
PITKIN COUNTY
NE 1/4 NE 1/4 Section 2
DAVID & MARY SOLOMON
Township 10 S Range 65 W Sixth P.M.
145 CENTRAL PARK WEST
DISTANCES FROM SFCTION LINES
APT 4C
443 Ft. from North Section Line
NEW YORK, NY 10023-
579 Ft, from East Section Line
(212) 902-5051
UTM COORDINATES (PAeters,Zone:13,NAD83)
L.O�lll rl�. �!T I VVu r�u. rrrr� ry. ZVTLTVV
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall he used in such a way as to cause no material injury to existing water rights. The issuance of this permit
does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from
seeking relief in a civil court action.
2) The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation
Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3xb)(11)(A) as the only well an a tract of land of 45.59 acres described as that portion
of Sections 2, Twp. 10 S, Rng. 85 W, and Section 35, Twp. 9 S, Rng. 85 W, Sixth P.M., Pitkin County, more particularly
described on the attached exhibit A.
4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not mare than
three (3) single farttihr dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the
irrigation of not more than one (1) acre of home gardens and lawns.
5) The pumping rate of this well shall not exceed 15 GPM.
6) The return flow from ';he use of this well must be through an individual waste water disposal system of the
non -evaporative type where the water is returned to the same stream system in which the wall is located.
7) This weal shall be constructed not more than 200 feet from the location specified on this permit.
APPROVED
JSG
State Engineer
DA'
.r�rrr�■I■■�1
Feb 28 07 09:11 a Wayne Shelton
970-927-3801 p.1
WELL CONSTRUCTION AND TEST REPORT
FOR OFFICE USE ONLY
STATE OF COLORADO, OFFICE, OF THE STATE ENGINEER
1`
1 •
WELL PERMIT NUMBER 272034
Owner Name(s): David & Mary Solomon
2
Mailing Address: 145 Central Park West Apt 4C
City, State, Zip : New York, NY 10023
Phone #
APPROVAL 4 GWS31-91-03
3'
WELL LOCATION AS DRILLED
NE 1/4 NE 114 Sec: 2
Twp: 10 S Flange: 85 W
DISTANCES FROM SEC. LINES
465 ft. from North Sec. line and 635 ft. from East Sec. line OR Fasting: Northing:
SUBDIVISION: LOT: BLOCK: FILING (UNIT):
STREET ADDRESS Ai LOCATION
GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary
4.
DATE COMPLETED: 1/19/2007 TOTAL DEPTH: 180
DEPTH COMPLETION: 180
5.
GEOLOGIC LOG 6. BOLE DIAMETER (in) FROM. (ft) TO (ft)
Depth Type of Material (Size, Color, and Type) 9.0
0 72
000-035 Cobbles, Dirt Boulders 6.5
72 180
035-070 Clays, Shale (Morrison - Soft)
070-184 Morrison Formation 7. PLAIN CASING
OD (in)
Kind Wall Size From (ft) To (ft)
7.0
Steel 0.240 -1 72
5.5
PVC 0.250 60 130
PERF. CASING:
Screen Slot Size '
5.5
PVC 0.250 1 130 1 180
8. Filter Pack
9. Packer Placement
Water Located: 130 - 170 Material
Type
Size :
Depth
Remarks : Interval
10. GROUTING RECORD
Material
Amount Density Intenal Placement
Cement
7 sks 6 gal/sk 10-40 poured
11. DISINFECTION : Type HTH
Amt. Used: 7 oz.
12. WELL TEST DATA O Check Box If Test Data Is Submitted On Supplemental
TESTING METHOD: Air Compressor
Static Level: 0 ft. Date/Time Measured 1/19/2007
Production Rate 25 gpm
Pumping Level : Total ft. Date/Time Measured 1/19/2007
Test Length : 2 hours
Test Remarks:
13 t have read the statements made herein and know the conlenfs thereof, and that they are true to my knowledge. (Pursumtt to Saction 244-I-4 (13)(a) CRS. the making of false statements
coms[itutes perjury in the seccud degree and is punishable as a class I misdemeanor.)
CONTRACTOR : Shelton Drilling Corp.
Phone: (970) 927-4182
Mailing Address: P.O. Box 1059 Basalt, Co. 621
Lic. No. 1095
Name / Title (Please Type or Print)
Signator
Date
2/6/2007
Wayne Shelton / President
F'ab 23 07�03:50p p.2
/♦ LVV • 44 <<r !-AVL LI �. l MA VVI •VL
OT'ECULLUANPARWAY �n�ejjjqNOFUHMOK L60062-6209 rp8471205-6030
�-
Report Date: 2/19/2007 Page 1 of 2
CERTIFICATE OF ANALYSIS
ANALYSIS NUMBER: 0700850 Control Number: 26793
Roaring Fork Water Gond. Co. Cuslomev HARRIMAN - SUNNY TRAIL
1629 East Delores Way
Carbondale, CO 81623 ASPEN CO
Zip Code:
Account Nurnt)ev 05045
Customer Account tr:
Salesperson BOB DONNELLY CC: RDONNELLY@PINNACLEWATER.COM
SAMPLE INFORMATION:
Analysis Type Requested Standard A Analysis
Sampled: 2/5/2007 Supply/Sourca PRIVATE WELL Conation UNTREATED WATER
Received 2/9/2007 Samping Poirn: WELL HEAD Application. Household
ANALYSIS INFORMATION:
Turbidity(Method 160.1 R 2.
3-8 NTU
Turbidity after filtration
3.5
Conductivitv(klethod 120.1
952.0 MMHOS/CM
Est. TDS by Conductivity
581 7
Color(Melhod 21200)
15.6
Color after Acidification
3.7
pH(Method 150.1 R 1982)
7.6
Tannins
<2
Concentrations reported as mg/L (PPM)
unless otherwise indicated
CATIONS (Method 200.7)
ANIONS (Method 300.0)
As Element
As CaCa3
As Element
As CaCo3
Calcium (Ca)
124 310.0
Chloride (Cl) 4.2
5.9
Magnesium (h1g)
66.2 281.0
Nitrate As N (NO3) <0.5
<1.8
Sodium (Na)
7.6 16.6
Nitrite As N (NO2) <0.1
<0A
Potassium (K,i
2.4 3.1
Sulfate (SO4) 229
238.2
Strontium (Sr)
1.44 1.8
Bicarbonate 425.9
349.9
Barium (Ba)
0.0165
Carbonate N.M.
N. M.
Iron (Fe)
0.32
Fluoride (F) 0.1
0.25
Manganese (kin)
<0.02
Silica (Si02) 10.5
Copper (Cu)
0.01
Zinc (Zn)
<0.05
Mg/L GPG Mg/L GPG Mg/L GPG
Cations (CaCO3) 610.6 35.71 Anions (CaCO3) 594.3 34.75 Hardness (CaCO3) 591 34.6
--.----...............................••-----•---................................---•-----..........................................................
Additionat Tests
Total Organic Carbon 0.36mg/l Lead (Pb) <f ug/1
Aluminum by I1:;P <50ug/L
-NA = Not Analyzed NM = Not Measured NO = Not Detected
This report can only be reproduced in its enriraty The results reponed hare are roprosentative of the sample as received in
the laboratory
CwDrications: CA -01133A; IL -000280, NY -11756; WI -399016200, TX -7X269.2003 Richard Cook
IA 369 Managor Analytical Laborator
F -ab 23 -07-03: 50p - -- - -- -- - - -- - - --- -- p.3
Analysis Number: 0700850 Page 2 of 2
Consumer: HARRIMAN - SUNNY TRAIL
.........................-•-•••-----...................•-------....................................---.--------------.------------------- .............
FEDERAL SAFE DRINKING WATER ACT
All tested parameters exceeding the maximum concentration levels (MCL) established under the
"Federal Sale Drinking Water Act"
Parameter Found MCL
PRIMARY:
Turbidity 3.77 ntu
0.50 ntu
SECONDARY:
Iron (Fe) 0.32 mg/I
0.30 mg/I
Est TDS by Cond. 581.71 mgll
500.00 mg/I
Color 15.60
15.00
" MCL for Turbidity, varies as follows:
1. Municipal Direct Filtration
0.5 NTU
2. Municipal Sand Filtration
1.0 NTU
3. Unfillered Water Suoolv
5.0 NTU
TYPICAL POST RD DRINKING WATER UNITS
(Concentrations reported as mg/L (PPM) as the element)
Iron (Fe) 0.0
Maqnesium (Mg)
1.4
Manganese (IVin) 0.0
Sodium (Na)
0.2
Zinc (Zn) 0.0
Potas5iurn (K)
0.0
Copper (Cu) 0.0
Chloride (CI)
0.2
Nitrate As N (NO3) 0-0
Nitrite As N (NO2)
0.0
Sulfate (SO4) 2.3
Fluoride (F)
0.0
These values are typical of new modules on water with a pH of 7-9 at 70.74 F with
500-3000 mg/L total
sags operating with 40-70 PSI pressure
...................................................•.........
across the module. Local conditions may
yield different results
---.............---.........----- •.................--------..........--•
DI CALCULATION FACTORS
•-• •-----..........
GPG mg/L
Sodium 2.7'/e
Weak Base Fact X
14.3 244.1
Alkalinity 58.9%
Carbonic Acid
20.5 349.9
Chloride 2.4%
Cation Fad Y
35.7 611 1
Carbonic Acid 57.91/6
Silica
0.5 8.72
Monovalent Ions 1-0%
Carbon Dioxide
00 00
Silica 1.7%
-----------------------------------------------------------------------------------------•---
Strong Base Fact Z
35.4 604.5
Analysis Date:
..........................................................
Method Date
Method Date
120.1 R 1982 02/09/07
150.1 R 1982 02/14/07
I BO.1 R 2.0 02/09/07
200.7 R 4.4 02/12/07
21200 02/09/07
.........................................•--.................
300.0 R 2.1 02/13/07
----------------------- ------------------- -------------------------------
-----------
Feb 23 07 03: 50p _ - -- _--- _ -- p • 4
pH - the acid strength of water an a scale of 0 to 14 (neutral - pH 7.0). Values fiat, 7 --/ 0 are mcma%ingly mere acidic; values from
7-114 are increasingly more alkaline The recommended range for drinking water under the U.S. m3ulanonc is 6 5 to B S
Conductivity -the relative abiliry of water tocwry an electrical current, used to asomata the total cO,eetiratiOn Of diuolred ions
Turbidity- cloudiness in water caused by the dispaum of light by citircmcly tiny psrlieks. Measured m an arbrinny scale of
Nephelometric Tlrbidisy Units (NiUc) The mandatory maximum under U S. rcguleumc is O.S NTU
Colne - the amount of brownish -yellow color from dissolved tuunins fran vegetanon (like tea) and:,stale Oilm run)and their
combineuons, massured on an arhntrary scale. The, recatrumendcd msumims under U.S regtilwions n 15 CU
Silica, SiOr - a naturally occurring dissolved mineral, which produces a glassy scale it high temperatiuo egtapment but is :titre
important in predicting the life of certain water rcanrvm media
Hydrogen Sulf-de, H1S- a toxic, noxious, eacronve gas that smells like raven eggs Bacteria acting an sulfate at otgome sulfur -
containing matrtrials in the absence of oxygen produce it. Only "spine]-' wets analyses can dcica nine hydrogen sulfide levels
Total Hardness -the clan d all metal ions which react with soap to uilubit su6ing and form "cctmi" to "bathrub ring-- mostly
Calnum and VAgnesium When bested ac evaporated, hard water eon cause lime scale that can deposit on sink and shower fixtures
and walls and levall in logs in cK—cncy or fuel want in water heaters, boilers, and cooling LysternL.
Total A11r2lOnty -- the turn of hvdmude (OH-), tarbrmare (Cat-'), and bicarbonate (HCOT7) ions, whim can combine with both acids
and baso&, whish act to buffer water and prevent sudden mean rolled change in pH.
CatinnL —long ,atoms err trtoiecvks with an Clnctrtral charge) with a pacinvo (+) rlx¢ical charge, to named bctause they go towed
the cathode in sal tlectric field Besides the bardm4c Ions, the mu, cations in water are sodium, Na', and potaesiurn, K'
Miotic - Ione (ATOM% or molecules with an electrical charge) with a negative (-) electrical ebarpe, Lo named because they go toward
the anode in an electric field.-acmain anions in water are hydroxide (OH-), carbonate (COs-). bicarbonate (HCOr') (which together
comtpnsc "nikuJ""), sulfate (SOA `]l, nitrate (NCV) and chloride (Cl
NitratdNimm, NOi lNOr - lmpactam bee+use d totoriry to irdants, ruirale comet from femlixrs and Aimnnl wastes Water supplies
with }ugh nitrate levels sbunld also be seteened for agriculmtal pearides and baaata] contamination The mandatory limit under
U.S. regulations is 20"/L.
Soffit, SO," - a common mineul eomponen, only %atehy occurring at excecsrvc levels, which can cause a to npasaty diarrhea in
victton whohave,tit become arrlimated io it Recnromended U.5 limn, 250 mg/L
Flouride, F- - cdttit added to water to inhibit tooth decay Mandatary U S. b rain range from 4.0 mg1L in northern regiorn to 14 mg/L
in southern legions (where loan water in comumr-d).
Chloride, Cl- - a common minae] compsvrnt, can be found in elevated levek new ccawaica and other salt supplies, winch can cause
tests problans and can contribute to corrosion- Rercmirnended U S. ]unit, 2 S mg/L
Irm,Fe -eatsc of metallic taste, rust stains an laundry and porcelain flxtrec, and doggt,gtfou bug of equipment The recommended
U.S. hunt: is 0.3 mg/L
Manganese, NIT -cause of metallic tacit and blaCk stains on laundry and potcela®. Often occurs in eotnbinatim wilt inti. rbc
rmoirmierided U.S. limit it 0 OS ttlg/L :Vin or a total of 0-3 mg/L of Fe .s Mn -
Copp rz.
n.Copprl, Cu - suite of green stairs on porcelain and fittings, seldom naturally -wrong, usually due to corrosion. The mandelory
U.S. "actions level" of 1.3 mg/L is tied to die regulation for lead emn,rnnrm due to corrosion of plumbing nuttriah.
Zine, Z.rt-eatr-ri of metallic taste and upset stomach. Due to earrocion of galvanized plumbing materialL. Reeorraneaded US. lural,
S.o mg/L.
Unita of Concentra,m used in this Report
gpgabbreviatio n for "grains per gallon ' caiarlared in tents of calcium carbolate equsvaltzits. hfulnply by 17 12 to contra BPS into
either ppm or mg/L
ppmabbrevraven for "pans per million" Interchangeable -nth mStL
mg/Labbrenanon few "milligrams per liter.-lnerrhangeable with ppm. (There are me milhot milhgtsms its a titer of pure water),
ppb-ablrrevrauon for "parts per billion - Interchangeable with 1Ag2 or murogmms per krer
lsWL.-abbreviation for "tr cregratrw per liter." Intcrchwigeable with ppb. Me= we a billion roicroglaru in a liter).
1000 ppb c I ppm; 1000 sig/L = I atgfL
THIS ANALYSIS WILL NOT DETERMINE WIMTHER A WATER IS SAFE FOR HUMAN CONSUL UMON
Feb 23 07 03:51p
�R Laboratory Services Division
8100 Lowry Boulevard, Denver CO 80230-6928
=4 US Mail: PO Box 17123, Denver CO 80217
�Ip,,�op�-,�,, (303) 692-3090 fax (303) 344-9989
' f Public ii=
and Environment
Sunnv Trail
Well Head
Culligan Water Cond
1629-E Delores Way
Carbondale, CO 81623
Contact Name
Contact Plione
Lab 1D No.
P.5
MSA -2007000750
Collected 2/6/2007 11:00:OOAIv
Received 2/7/2007 10:30:55AM
Reported 2/8/2007
Collected By Bob Donnelly Matrix Drinking Water
Purpose Routine Chlorine residual Payment Type Billed
Test Name
Result
Method Name
Escherichia coli PA
E. coli not detected
Total coliforms PA
Coliform absent or less than one (<1),
SM 9223
indicates a microbiologically safe sample
LARS Interent Address: http:/hvww.cdphe.state.ce.us/Ir/Irliem.htm
Modification Date:2/8/2007
4203
PROPERTY DESCRIPTION
LOT 1, STEIN LOT SPLIT SUBDIVISION
A PARCEL OF LAND BEING LOT 1, STEIN LOT SPLIT SUBDIVISION AS SHOWN ON THE
PLAT THEREOF RECORDED AT PLAT BOOK 55 AT PAGES 48-51 OF THE PITKIN COUNTY
CLERK AND RECORDER'S OFFICE, COUNTY OF PITKIN, STATE OF COLORADO; SAID
PARCEL OF LAND ALSO BEING DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1, THE POINT OF BEGINNING;
THENCE N17000'00"E A DISTANCE OF 950.00 FEET; THENCE N54°42'24"E A DISTANCE OF
994.32 FEET; THENCE SO4°29'45"E A DISTANCE OF 1098.35 FEET; THENCE S02039'24"W A
DISTANCE OF 2172.87 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF
McCLAIN FLATS ROAD; THENCE THE FOLLOWING TWELVE (12) COURSES ALONG SAID
RIGHT-OF-WAY:
1. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 262.82
FEET AND A CENTRAL ANGLE OF 09049'11", A DISTANCE OF 45.04 FEET (CHORD
BEARS N08000'24"W A DISTANCE OF 44.99 FEET)
2. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 713.23 FEET
AND A CENTRAL ANGLE OF 14003'45", A DISTANCE OF 175.05 FEET (CHORD
BEARS NI 0007'42"W A DISTANCE OF 174.61 FEET)
3. N17009'34"W A DISTANCE OF 29.14 FEET
4. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 670.49 FEET
AND A CENTRAL ANGLE OF 17014'40", A DISTANCE OF 201.80 FEET (CHORD
BEARS N25046'55"W A DISTANCE OF 201.04 FEET)
5. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 389.18
FEET AND A CENTRAL ANGLE OF 33059'27", A DISTANCE OF 230.88 FEET
(CHORD BEARS N17°24'32"W A DISTANCE OF 227.51 FEET)
6. N00024'48"W A DISTANCE OF 55.56 FEET
7. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 281.78 FEET
AND A CENTRAL ANGLE OF 53032'03", A DISTANCE OF 263.28 FEET (CHORD
BEARS N27010'48"W A DISTANCE OF 253.81 FEET)
8. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 184.17
FEET AND A CENTRAL ANGLE OF 28°45'51", A DISTANCE OF 92.46 FEET (CHORD
BEARS N39033'53"W A DISTANCE OF 91.49 FEET)
9. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 283.61 FEET
AND A CENTRAL ANGLE OF 23°44'31", A DISTANCE OF 117.52 FEET (CHORD
BEARS N37°03' 13"W A DISTANCE OF 116.68 FEET)
10. N48055'29"W A DISTANCE OF 306.35 FEET
11. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1257.88
FEET AND A CENTRAL ANGLE OF 13 017'11 ", A DISTANCE OF 291.69 FEET
(CHORD BEARS N42026'53"W A DISTANCE OF 291.04 FEET)
12. N35°48' 17"W A DISTANCE OF 344.14 FEET TO THE POINT OF BEGINNING; SAID
PARCEL CONTAINING 45.5902 ACRES, MORE OR LESS.
I I I i t s 101, if .NdB.i
PROJECT #_j ¢ 2 q.
1111111111111111111111111 NO 111111111,111111 III full oil IN CF#� 2
450027 12/28/2000 11:31A COVENANT DAY=S SILVT
of 30 R 130.00 D 0.00 N 0.00 PITKIN COUNTY CO KEY: L b V F- &L A,l T
PROTECTIVE COVENANTS
OR
STEIN LOT SPLIT SUBDIVISION
DECEMBER 20, 2000
ARTICLE I
PURPOSE OF COVENANTS
These Protective Covenants ("Covenants") shall govern and be applicable to that
certain real property depicted and described as Lots 1 and 2 on the Final Plat of Stein
Lot Split Subdivision (the "Final PIat") recorded in Plat Book q- at Page Yie in the
Office of the Clerk and Recorder of Pitkin County, Colorado (hereinafter referred to as
"Lots 1 and 2"). It is the intention of The Marjorie B. Stein L.L.L.P., a Colorado limited
liability partnership, as to an undivided 62.92% interest, and James Daggs as Special
Trustee of Trust B u/w/o Henry L. Stein, Deceased, as to an undivided 37.08% interest
(collectively "Stein"), expressed by their execution of this instrument, that the present
beauty, views, and environment of the lands within Lots 1 and 2 be protected, subject to
the uses and improvements permitted by this instrument. In furtherance of these
objectives, Stein does hereby declare and recite that from and after the recording of this
instrument in the real property records of Pitkin County, Colorado, Lots 1 and 2 shall be
forever burdened and benefitted by and subject to the following Covenants, to the extent
set forth herein, which Covenants shall run with the title to all of the lands within Lots 1
and 2. The Conservation Parcel within Stein Lot Split Subdivision is not burdened by
these Covenants.
ARTICLE II
DEFINITIONS
As used in this instrument, the term "Lots I and 2", or "Lot," shall be deemed to
mean and include all of the lands depicted and described as Lots i and 2 on the Final Plat
of Stein Lot Split Subdivision recorded in Plat Book SS at Page 4Tin the Office of the
Clerk and Recorder of Pitkin County, Colorado, as said Final Plat may be amended from
time to time. The term "Lot" shall mean and refer to each of Lots 1 and 2 as designated
and described on the Final Plat. As stated above, these Covenants shall not apply to,
burden or affect said Conservation Parcel in any way. The term "Association" shall mean
and refer to the Stein Homeowners Association, a Colorado nonprofit corporation, its
successors and assigns.
1 11 1 Md.O , w.►u
ARTICLE III
STEIN HOMEOWNERS. ASSOCIATION
The Stein Homeowners Association (the "Association") is being formed as a
Colorado nort-profit corporation to manage the affairs of Lots 1 and 2 of the Stein Lot
Split Subdivision. There shall be one membership in the Association for each Lot in the
Subdivision, which membership shall belong to the record owner(s) of the Lot. The
membership appurtenant to a Lot shall automatically pass with fee simple title to the Lot.
Each Lot shall have one (1) vote in the Association, and shall bear an equal one-half
(1/2) share of the common expenses of the Association. The Association shall have and
may exercise all of the powers and rights and duties of a Colorado corporation formed
under the Colorado Revised Nonprofit Corporation Act, and shall be governed by the
provisions of the Articles of Incorporation and Bylaws of the Association and by these
Protective Covenants.
ARTICLE IV
ASSESSMENTS
1. Assessments. All Lot owners shall be obligated to pay assessments imposed
by the Board of Directors of the Association. Such assessments shall be borne and paid
in equal shares by each of the two (2) Lots in the Subdivision. Assessments may be
lawfully imposed for any items of common expense incurred by the Association which
may include, among other things: expenses for maintaining, improving and snowplowing
the common access road; expenses for maintaining and improving common utility lines;
expenses for contracting, operating, or maintaining a security system for the residents of
the Lots (in the discretion of the Board of Directors); expenses of the Architectural
Committee, insurance, accounting and legal expenses of the Association; and any other
reasonable costs and expenses incurred by the Association in the furtherance of its
legitimate purposes. The Board of Directors may establish contingency and reserve
funds in such amounts as it may deem appropriate from time to time for the maintenance
and improvement of the common access road and any other anticipated costs and
expenses of the Association. The Board of Directors shall also have the right during any
calendar year to levy and assess against one or both of the owners a special assessment
for such purpose or purposes, in accordance with these Covenants, or the Articles or
Bylaws of the Association, as may be deemed necessary or appropriate by the Board.
Unless such special assessment is levied against only one Lot owner, it shall be shared
equally by the Lot owners and shall be due and payable as determined by the Board of
Directors.
2. Lien for Non -Payment of Assessments. All sums assessed by the Board of
Directors against a particular Lot including, without limitation, the share of common
expense assessments and special assessments chargeable to any Lot, shall constitute a
security interest and lien against such Lot superior (prior) to all other liens and
encumbrances, excepting only:
11111111111111111111111111111111111111111111111111 IIII
450027 12/28/2800 11:01A COVENANT DAVIS SILVI
2 of 30 R 150.00 0 0.00 N 0.00 PITKIN COUNTY CO
2
(a) tax and special assessment liens on the Lots in favor of any
governmental assessing unit, and,
(b) all sums unpaid on a first mortgage of record. If any assessment
shall remain unpaid for more than thirty (30) days after the due date thereof, such
unpaid sums shall bear interest from and after the due date thereof at the rate of
eighteen percent (18%) per annum, or at such other rate as may be established
from time to time by the Board of Directors, and the Board of Directors may
impose a reasonable late charge on such defaulting owner to cover the extra costs
and expenses involved in handling such delinquent assessments. In addition, the
Board of Directors shall be entitled to collect reasonable attorneys' fees and costs
incurred by it in connection with any demands for payment and/or collection of
delinquent assessments and fines. To evidence such lien the Board of Directors
shall prepare a written notice setting forth the amount of such unpaid
indebtedness, the name of the owner of the Lot and its legal description. Such a
notice shall be signed by one of the Board of Directors and shall be recorded in
the office of the Clerk and Recorder of the County of Pitkin, Colorado. Such lien
maybe enforced by the Association by foreclosure on the defaulting owner's Lot
in like manner as a mortgage on real property. In any such foreclosure, the Lot
owner shall be required to pay the costs and expenses of such proceedings
including all reasonable attorneys' fees. The Lot owner shall also be required to
pay to the Association any additional assessments or fines made against the Lot
during the period of foreclosure, and the Association shall be entitled to the
appcintment of a receiver to collect rents to apply against unpaid assessments and
fines and costs. The Board of Directors, for the Association, shall have the power
to bid on the Lot at the foreclosure sale and to acquire and hold, lease, mortgage
and convey the same. The Association, at its election, and in addition to any
other remedies it may have at law or in equity, may also sue an owner personally
to collect any monies owed the Association.
(c) Each Lot owner hereby agrees that the Association's lien on a Lot
for assessments as hereinbefore described shall be superior to the Homestead
Exemption provided by Colo. Rev. Stat. Ann. § 38-41-201, et M. (1973, as
amended), and each Lot owner hereby agrees that its acceptance of the deed or
other instrument of conveyance in regard to any Lot within the Subdivision shall
signify such grantee's waiver of the homestead rights granted in said section of
the Colorado statutes.
(d) Any recorded lien for non-payment of assessments or fines may be
released by recording a release of lien executed by a member of the Board of
Directors.
111111111111111111111111 IN 11111111111011111111111111
430027 12/28/2000 11:51A COVENAN
3 of 30 R 150.00 D 0.00 N 0.00 PITKIN COUNTY 00
I II .i,11IV Uf11.1
ARTICLE V
ARCHITECTURAL COMMITTEE
1. Architectural Committee. The Architectural Committee shall be the Board of
Directors of the Association. The Architectural Committee shall have and exercise all
the powers, duties and ressiated to it by the Board of Directobilities set out in this instruent, as.d such other duties as
d le
may from time to time be g
2. Approval by Architectural Committee. No improvements of any kind,
including but not limited to dwelling units, garages, accessory buildings, swimming
pools, tennis courts, ponds, parking areas, fences, walls, driveways, flag poles, curbs and
walks, shall be erected, altered or permitted to remain upon or within either Lot, nor
shall any excavating, tree cutting, clearing or landscaping be done upon or within either
Lot, unless the complete architectural, site development and landscaping plans and
specifications therefor and a site plan showing the location and orientation thereof for
such erection or alteration or other activity are approved in writing by the Architectural
Committee prior to the commencement of such work.
At least one (1) complete set of the architectural and site development and
landscaping plans and specifications shall be approved by the Architectural Committee
along with a complete list of all materials and colors to be used. All copies of the
complete plans and specifications shall be signed for identification by the Lot owner or
his architect. The Architectural Committee shall have the right to request whatever
additional information, plans, specifications, reports and the like it deems necessary to
evaluate the development proposal throughout the approval and construction process. In
addition, the Architectural Committee may (but shall not be obligated to) adopt rules and
regulations describing what information, reports, plans, specifications and the like are
required to be submitted to the Architectural Committee and outlining the review and
approval procedure to be used by the Architectural Committee. In the event the
Architectural Committee fails to take any action within 60 days after complete plans and
specifications have been submitted to it, then such submitted plans and specifications
shall be deemed approved. All approvals or disapprovals shall require a majority vote of
the Architectural Committee, and in the event of disapproval, the reasons therefor shall
be specified.
3. Variances. The Architectural Committee may, by an affirmative vote of a
majority of the members of the Architectural Committee, and following the mailing of at
least ten (10) days notice of the request for such variance to the Association and to all
other Lot owners, allow reasonable variances as to any of the land use covenants and
restrictions and any of the Architectural Guidelines contained in this instrument, on such
terms and conditions as it shall require. No variance shall be granted which contravenes
any provisions of these Covenants required by any approvals obtained by Stein from
Pitkin County for the Subdivision, or which violate the Pitkin County Land Use or
Building Codes. 111111111111 HIM 1111111111 INTI 111111111111111111 IN
400E27 12/28/2000 11:51A COVENANT DAVIS SILVI
4 of 30 R 150.00 D 0.00 N 0.00 PITKIN COUNTY CO
4
I II .I ; 611,01 r•nag
4. General Standards Architectural Guidelines. The Architectural Committee
shall exercise its best judgment to see that all improvements, construction, landscaping
and alterations upon or within the Lots conform and harmonize with the natural
surroundings and with existing structures as to exterior design, materials, color, siting,
height, finished grade elevations, and all other design features, and that they are
consistent with these Covenants and with the Architectural Guidelines attached hereto as
Exhibit A and made a part hereof by this reference. The Architectural Committee shall
protect the seclusion and view of each homesite insofar as reasonably possible in the
development of the Lots pursuant to these Covenants, and shall require such landscaping
as the Architectural Committee shall consider reasonable and appropriate.
5. Preli kinary Approvals. Persons who anticipate constructing improvements
on a Lot, whether they already own the Lot or are contemplating the purchase of the
Lot, may submit preliminary sketches of such improvements to the Architectural
Committee for informal and preliminary approval or disapproval. All preliminary
sketches should contain sufficient general information on those matters required to be in
the complete architectural and site development plans and specifications to allow the
Architectural Committee to provide an informed preliminary approval or disapproval.
The Architectural Committee shall never be finally committed or bound by any
preliminary or informal approval or disapproval until such time as complete architectural
and site development plans, specifications, materials and colors are submitted and
approved. The Architectural Committee may set a fee for this preliminary review
service.
6. Inade uat Arch itectur 1 Site Development or Landscaping Plans. The
Architectural Committee shall disapprove any architectural, site development or
landscaping plans submitted to it which do not contain sufficient information for it to
exercise the judgment required of it by these Covenants.
7. Architectural Committee Not Liable. The Architectural Committee shall not
be liable in damages to any person or entity submitting any plans for approval, or to any
Lot owner, by reason of any action, failure to act, approval, disapproval or failure to
approve or disapprove with regard to such plans. The Architectural Committee shall
have no liability or responsibility for any representations made to any owner or
prospective owner by any third parties. The decisions of the Architectural Committee
shall be governed by these Covenants and any rules or regulations duly adopted by the
Architectural Committee pursuant to these Covenants.
8. Written Records. The Architectural Committee shall keep and safeguard for
at least five (5) years complete permanent written records of all applications for approval
submitted to it (including one set of all architectural and site development and
landscaping plans so submitted) and of all actions of approval or disapproval and all
other formal actions taken by it under the provisions of this instrument.
�{i411
460027 12/28/2006 11:51A COVENANT �ViSY1
5 of 30 R 150.00 D 0.00 N 0.00 PITKIN COUNTY CO
I II .I .1f1.Y1 WAR -
ARTICLE VI
DEVELOPMENT AND USE RE UIREMENTS AND RESTRICTIONS
1. Resolution of Board of Count CommissianersVested Ri hts. Owners
of lands within Lots 1 and 2 shall adhere to the requirements and restrictions set forth in
Resolution Nos. 97-24, 98-66, 99-187, and 209-2000 of the Pitkin County Board of
County Commissioners, as recorded at Reception Nos. 405139, 416913, 438009, and
449104, respectively, in the Office of the Clerk and Recorder of Pitkin County,
Colorado. In the event of any conflicts between said Resolutions and these Covenants,
the terms and provisions of the Resolutions shall govern and control.
Under Resolution No. 99-187, the right to undertake and complete the
development of the lands within the Stein Lot Split Subdivision pursuant to the terms
and conditions of the above-described Resolutions, and specifically including without
limitation the 8,500 square foot allowable floor area for each of Lots 1 and 2 is vested
until April 22, 2011 and shall not be altered, impaired, diminished or delayed by any
subsequent zoning or land use regulation that is prohibited by Section 24-68-105(1) of
the Colorado Revised Statutes, subject to the exceptions set forth in Sections 24-68-
105(a -c) and 24-68-105(2).
Under Resolution No. 209-2000, the development approvals for the Subdivision were
amended to permit the use of TDRs to construct up to 4,000 square feet of below grade space on
each Lot in addition to the 8,500 square feet of allowable floor area. Since this constituted an
amendment to thesite specific
RS to
000 additional square feet of below grade Subdivision,
ace on each �Lot is ght tuse D
construct up to 4, also vested until
April 22, 2011.
2. Development Limitations.
(a) On each of Lots I and 2, development shall be limited to one (1)
J� free market single-family residence, one (1) attached or detached caretaker
�B_ 5dwelling unit, and detached accessory structures, which shall be limited to
w�No agricultural outbuildings (including but not limited to barns).
r (b) All structures on Lots 1 and 2 must be located within the building
�~ o envelopes depicted on the Final Plat, provided that detached accessory structures
o may be located in the irrigated pasture areas on Lots I and 2.
a
z (c) On each of Lots 1 and 2, the maximum allowable residential floor
�nm area (single-family residence and caretaker dwelling unit combined) shall be 8,
500
square feet. This restriction does not apply to permitted accessory structures.
�ar'
w a Further, on each Lot TDRs may be used for the sole purpose of buildinglcu up to
�8 m 4,000 additional square feet of below grade floor area. Floor area calculations
shall be
li based on the
Land
Lot, provid d that effect
belowtthe g gradetime
pace shall be ding ef need
�N � is applied for on a particular
as follows:
on
re
o
rm 6
141 YI r4 Gil
"Spaces below natural or finished grade, whichever is
more restrictive, up to a maximum of twenty (20) feet in
depth and which include no more than a single story. If any
part of the below grade space is exposed above natural or
finished grade (such as walk -out basements, walls or courts)
the entire below grade area shall count as floor area; except
that window wells and egress areas as required by the
Uniform Building Code may be provided without counting
those areas as floor area. The foundation wall or footing may
be exposed to the minimum degree required to comply with
the Uniform Building Code pertaining to foundation design.
Up to ten (10) percent of any particular below grade wall
surface may extend above natural grade so long as the
finished grade covers the surface that would otherwise be
exposed."
(d) On each of Lots 1 and 2, the height of the single-family residence is
limited to 25 feet to the midpoint of the roof, as calculated by Pitkin County at
the time of building permit issuance. Accessory structures, including detached
caretaker dwelling units, shall comply with Pitkin County accessory structure
height standards in effect at the time of building permit issuance, but shall not
exceed the height of the single-family residence.
(e) On Lots 1 and 2, no development (including grading) shall occur
outside the building envelopes, except the following:
(i)
Landscaping identified on the Landscape Plan for each Lot.
See Paragraph 6 of this Article VI;
(ii)
Removal of vegetation to create a defensible space for fire
$
protection;
J
(iii)
Water wells and/or septic systems, if it is not feasible to
---.
locate them within the building envelopes, as determined by
the Environmental Health Department;
MMM'~
(iv)
Installation, operation and maintenance of irrigation systems
and facilities;
MM5 m
(v)
Installation of underground utilities, within the access road
rinand
driveways to the extent feasible;
,,
w
(vi)
The access road identified on the Final Plat, and individual
N
driveways;
Fencing (and maintenance thereof) meeting Pitkin County and
�N(vii)
�;4
Colorado Division of Wildlife fencing standards.
M
�� O
l{ .I I IIdIAI .61+113A. i
(viii) Relocation of the Sunnyside Trail on Lot 1, provided all
necessary U.S. Forest Service and County approvals are first
obtained, and an amendment to the Final Plat is approved,
executed and recorded for purposes of correcting the
recorded alignment of the trail easement. The Amended Plat
shall contain a note stipulating that trail maintenance shall be
the responsibility of the Forest Service. The affected
landowner shall work with the Forest Service to provide
temporary trail access, if necessary, during construction of
the new trail alignment. If steep grades must be disturbed to
accommodate construction of the trail, 1041 regulations shall
be assessed and addressed by the Forest Service.
(ix) Reclamation and conversion to irrigated pasture of the
existing sage areas on Lots 1 and 2, as said sage areas are
approximately located on the Final Plat, provided that each
Lot Owner shall provide a detailed survey of the area to be
reclaimed to the Community Development Department for
review and approval prior to reclamation.
(f) Throughout Lots 1 and 2, development shall be prohibited on slopes
exceeding 30% in grade, unless Pitkin County specifically approves an exception
to this restriction.
(g) Lots 1 and 2 cannot be further subdivided or developed, with the
excerption of the residences, caretaker dwelling units and accessory structures
permitted within the building envelopes and/or such other development within or
without the building envelopes as may be allowed under BOCC Resolution Nos.
97-24, 98-66, 99-187 and 209-2000 recorded at Reception Nos. 405139, 416913,
438009 and y2D`-1 respectively, and under Paragraph 2(e) above.
*i M0 3. Caretaker Dwelling Units.
M
-- r (a) One attached or detached caretaker dwelling unit may be
M constructed at any time on each of Lots 1 and 2, in the sole discretion of the Lot
m owner, without further review or approval being required.
cc rc (b) Prior to the issuance of a building permit for a caretaker unit, the
+ .40Lot owner shall execute and record a deed restriction that complies with the
o caretaker unit provisions of the Pitkin County Land Use Code and the
Aspen/Pitkin County Housing Guidelines in effect at the time of issuance of the
�tog building permit.
Parking for the caretaker dwelling units must also comply with the
applicable provisions of the Pitkin County Land Use Code in effect at the time of
o issuance of the building permit.
�In:
aI I ,I IYI.m'a lit-, I�
4. Utilities.
(a) Each Lot owner shall drill a water well and shall install a septic
system (approved by the Environmental Health Department) on the Lot. Said
facilities shall be installed within the building envelope, if feasible. Any other
location must first be approved by the Environmental Health Department. Stein
hereby expressly waives the requirement contained in 1973 C.R.S. Section 37-90-
137(2) that new wells be located at least 600 feet from existing wells.
(b) Electric and telephone utility extensions and service lines shall be
buried underground and shall be located within the common access road and the
individual driveways, to the extent feasible, and shall be installed by the Lot
owners at their cost. Lot owners shall convey such easements to the utility
companies serving their Lots as may be required. Areas disturbed by the
installation or maintenance of utility lines shall be revegetated by and at the
expense of the Lot owner causing the disturbance, no later than the next growing
season. The Lot owners shall provide "will serve" letters from appropriate utility
companies prior to issuance of building permits.
(c) All residences, including attached caretaker dwelling units, on Lots
1 and 2, shall contain interior sprinkler systems. Cisterns to provide storage for
the systems, and external standpipes and hose connections, shall also be installed
prior to issuance of a Certificate of Occupancy. Storage tanks shall be
pressurized.
5. Common Access Road and Driveways.
(a) A perpetual, non-exclusive easement and right-of-way 30 feet in
width has been dedicated on the Final Plat for purposes of access from McLain
Flats Road to Lots 1 and 2, respectively, and for underground utility lines. An
access permit must be obtained from the County Engineer prior to improvement of
the access road. 1f required, an erosion and sediment control plan must be
submitted to the County Engineer for review and approval before the access
permit is issued. The access road shall be designed and constructed in accordance
with the driveway standards of the Pitkin County Road Management and
Maintenance Plan in effect at the time an access permit is applied for. The access
road must be paved or graveled and treated with an approved dust retardant.
(b) The costs and expenses of improving, maintaining, repairing and
snowplowing the common access road shall be shared, allocated and paid as
follows:
Lot 1 50%
Lot 2 50%
f Illlil Illll Illlli ����� IN 1111 111111 Iri II{II !I{{ 1111
450027 12/28/2000 11:51A COVENANT DAMS SILVI
9 of 30 R 150.00 0 0.00 N 0.00 PITKIN COUNTY CO
I II i I i 111.11 •RAN+! I
The first Lot owner that wishes to improve the common access road, in
accordance with the standards described in subparagraph (a) above, and to install
any necessary common utilities therein (adequately sized to serve both Lots), shall
have the right to do so on behalf of both owners, and upon completion shall
deliver a copy of the invoice for the work to the owner of the other Lot. Said
other Lot owner shall be obligated to reimburse the Lot owner that constructed
the common access road and utilities for 50 percent of the invoiced cost thereof
no later than 10 days after a building permit is issued for the construction of a
residence on said other Lot owner's Lot. All other maintenance, repair,
improvement and snowplowing that is reasonably required in connection with the
common access road and common utilities shall be the responsibility of the
Association.
In the event of a delinquency in reimbursing for half of the cost of
constructing the common access road as required above, the delinquent sum shall
bear interest at 18 percent per annum from the due date to the date of payment in
full. The Lot owner who has performed and paid for the work shall have the right
to file a civil action against the delinquent owner in the Pitkin County courts for
purposes of collecting the delinquent amount, plus accrued interest. The
prevailing party in such action shall be entitled to an award of its reasonable
attorneys' fees and costs incurred in connection with such action.
(c) Each individual Lot owner is responsible for constructing,
maintaining and snowplowing the individual driveway that serves the owner's Lot,
and an access permit must be obtained therefor from the County Engineer before
construction is begun on the driveway and before any building permits will be
issued for the Lot. If required, an erosion and sediment control plan must be
�54)0- submitted to the County Engineer for review and approval before the access
permit is issued. Individual driveways shall be designed and constructed in
accordance with the driveway standards of the Pitkin County Road Standards and
+�*4 Specifications in effect at the time an access permit is applied for. Individual
driveways must be paved, or graveled and treated with an approved dust
° retardant, at the cost of the Lot owner.
(d) All improvements, maintenance and repairs to the common access
road and the individual driveways shall be accomplished in a good and
4Z a workmanlike manner and in compliance with applicable laws, regulations and
codes.
W (e) If a Lot Owner proposes to construct a free market residence
Incontaining 5,000 square feet or more of gross floor area, the Owner shall comply
1r11.N with Section 4.01.01(B) of the Pitkin County Road Management and Maintenance
;sPlan in effect at the time of issuance of a building permit for the residence, to the
11�r satisfaction of the County Engineer. In essence, this Section requires the Lot
=C2 ° Owner to provide construction trip and residential trip generation studies for the
995
10
I 11 d i INh It 41it11 i
Lot, prepared by a traffic engineering consultant hired by the Lot Owner and pre -
approved by the County.
6. Landscaping. The owner of each of Lots 1 and 2 shall comply with the
minimum landscaping requirements described on Exhibit B attached hereto and made a
part hereof by this reference. Prior to issuance of a building permit on a Lot, the Lot
owner shall submit a Landscape Plan demonstrating compliance with said requirements to
the Community Development Department for review and approval. Said Lot owner shall
complete the landscaping designated and described on the approved Landscape Plan no
later than 6 months following the issuance of a Certificate of Occupancy for the
residence on the Lot. All areas disturbed by construction shall be promptly revegetated
by the Lot owner performing the construction.
7. Construction Traffic. At the time a Lot owner applies for a building permit
for the construction of a residence, the Lot owner shall provide a construction traffic
plan to the County Engineer for review and approval. The plan shall address
management of construction traffic at the intersection of the access drive with McLain
Flats Road ;if deemed necessary by the County Engineer), staging areas, including
parking for construction workers and construction equipment/vehicles, and topsoil
storage locations, in order to avoid encroachment on the irrigated meadows. The plan
shall identify the location of construction fencing which shall be placed prior to and
during construction to protect the meadow area(&).
8. Air QuaIity.
(a) The owners of each of Lots 1 and 2 shall adhere to the Pitkin
Cou:lty Air Quality Standards in effect at the time of issuance of any building
permits. All residential structures must comply with the Pitkin County fireplace
and woodburning stove regulations in effect at the time of issuance of the building
permit therefor.
�Z (b) Prior to the issuance of a building permit for a residence on each of
Lots 1 and 2, the Lot owner shall pay to the County Finance Director an air
.= F'a. quality mitigation fee of $11,220.00, which funds may only be used by the County
a for trail acquisition and/or construction.
' U z (c) Lot owners shall submit erosion and sediment control plans to the
�a a County Engineer for review and approval in the event required in connection with
�V� all construction and other earthmoving activities.
(d) At the time of applying for a building permit on each of Lots 1 and
!14 2, the Lot owner shall submit a fugitive dust control plan to the Environmental
Health Department for its review and approval.
� 9. Geologic and Irrigation Ditch Hazards; Drainage Plans. Debris Flow
W ° and Drainage Hazard Warning, Disclaimer and Indemnity: Each of Lots I and 2 of
11
the Stein Lot Split Subdivision is subject to potential debris flow (including mud flow)
and drainage hazards. Stein expressly disclaims any responsibility for such hazards. A
Geologic Study for Lots 1 and 2, prepared by Nicholas Lampiris, Consulting Geologist,
under date of May 3, 1996, is attached hereto as Exhibit C and incorporated herein by
this reference. Stein makes no representations or warranties regarding the completeness
or accuracy of such Study. By acceptance of a deed to a Lot, each Lot Owner
acknowledges his awareness of and assumes all of the risks and responsibilities relating
to such debris flow and drainage hazards, and hereby releases and agrees to indemnify,
defend (including reasonable attorney's fees) and hold harmless Stein and their respective
agents, consultants, representatives, successors and assigns from and against any
liabilities or claims therefor for any losses or damages to persons or property including
personal injury or death that may result from the occurrence of debris flow (including
mud flow) and/or drainage that affects the Stein Lot Split Subdivision or any part thereof
or improvement thereon.
At tice time a building permit is applied for on each of Lots 1 and 2, the Lot owner
shall submit to the County Engineer a Drainage Plan. At a minimum, the Plan shall
address positive grading away from structures, the diversion of water from any upslope
areas around the buildings, drainage associated with driveways and on-site detention of
flows from roofs or paved areas. To the extent required by the County Engineer,
temporary construction measures such as silt fencing and haybale detention areas shall be
incorporated in the Drainage Plan. A Colorado registered engineer shall be required to
sign off on:
(a) The design of positive drainage around residences on both Lots; and
$ (b) The design of an approximately 3 to 4 foot berm to protect the
•-i residence on Lot 2 from mudflows if the residence is located in the western half of
�� c the building envelope.
�Nn
��Y
10. Water Rights; Irrigation of Pasture Areas. The following water rights
shall be conveyed with Lots 1 and 2, respectively.
..'r:
at
With Lot 1: (i) 0.09 cfs absolute and 0.37 cfs conditional in the
�" �' Little Red Butte Spring Ditch as described in the decree dated July 19, 1982 in
8 a Case No. 81CW508, Division No. 5 and decrees in subsequent reasonable
diligence actions in Case Nos. 86CW145, 89CW204, and 96CW056, and(ii) 273
v4 shares of capital stock in the Red Mountain Ditch Company representing water
rim.+ ex
.s a rights from the Red Mountain Ditch in Priority No. 205 (Red Mountain Ditch
� o First Enlargement), Priority No. 227-B (Red Mountain Ditch Second
�. o� Enlargement), and Priority No. 400 (Red Mountain Ditch Third Enlargement);
(b) With Lot 2: (i) 0.07 cfs absolute and 0.22 cfs conditional in the
o Little Red Butte Spring Ditch as described above, and (ii) 327 shares of capital
inn stock in the Red Mountain Ditch Company representing water rights from the Red
-'— Mountain Ditch as described above.
12
Each Lot owner shall be responsible for irrigating the present and future pasture
areas on the owner's Lot, utilizing the irrigation water rights allocated to such Lot as
above described
11. Radon Gas• Each Lot owner shall be responsible for testing for the
presence of radon gas on the Lot, and for implementing any remediation measures that
may be required in connection therewith.
12. Household Pets: Other Animals. Cattle and/or horse operations shall
continue to be permitted on Lots 1 and 2 for so long as both Lot owners consent thereto.
From and after the construction of the first residence on Lot 1 or 2, the following shall
apply. Household pets such as dogs and cats shall be permitted, provided that dogs shall
at all times be kenneled when unattended, or leashed when being walked by a person.
With the exception of cattle and/or horse operations that have the consent of both
owners, as above provided, no cattle shall be permitted, and a maximum of 2 horses shall
be permitted on each Lot, provided adequate facilities are provided for the care, feeding
and shelter thereof. No other non -household pets shall be permitted on any Lot, and no
commercial raising or commercial kenneling of animals of any kind shall be permitted on
any Lot. No permitted household pets or horses shall be kept in unreasonable numbers,
or cause an offensive amount of noise or odor, or otherwise become a nuisance to the
other Lot owner or the public (including users of the Sunnyside Trail). If the Board of
Directors or a court determines that such unreasonable number, offensive behavior or
other nuisance exists, it may order that the number of animals be reduced or that the
offending animal be confined indoors or removed from the property.
13. Fencin . All new fencing on Lots I and 2 shall comply with Division of
Wildlife and Pitkin County Land Use Code fencing standards, particularly including
wildlife fencing standards, in effect at the time of building permit issuance.
0
cs
14.Lighting. All lighting within Lots I and 2 shall comply with Pitkin County
.K g lighting regulations in effect at the time of building permit issuance, and must be
.�N 0 approved in advance by the Architectural Committee. Exterior lighting shall be limited
==> to the immediate vicinity around the house. At the time a building permit is applied for
F, on a Lot, the Lot owner shall provide a lighting plan designating the location, type an
r,OL height of all exterior fixtures for Community Development Department staff review and
Zw
o approval.
c� 0
� z
15. Wildfire.Mitigation Measures. The owners of Lots 1 and 2 shall
�n 8 implement and maintain the following standard Pitkin County wildfire mitigation
cmeasures on their respective Lots:
�1.09 m (a) The area around each structure shall incorporate landscaping with
�� wildfire defensible space considerations as follows:
aN�
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� Iff
—v 13
I l l 4 1 1 1 W. II , ph, UP,
(i) All brush located downhill from the structure(s) shall be
cleared for a distance of 30-50 feet. Brush, debris and non -
ornamental vegetation shall be removed within a minimum 10
foot perimeter around the retaining sides of structure(s).
Vegetation shall be reduced to break up the vertical and
horizontal continuity of the fuels a minimum of a 30 -foot
perimeter around a structure built on flat ground. (For
greater slopes, ref. CSFS Safety Zone chart at Page 13,
Wildfire Guidelines for Rural Homeowners).
(iii) Spacing between clumps of brush and vegetation within the
30 foot perimeters shall be a minimum of two times the
height of the fuel. The maximum diameter of the clumps shall
be two times the height of the fuel. All measurements shall
be taken from the edges of the crowns of the fuel.
(iv) Tree crown separation within the 30 -foot perimeters shall
have a minimum of 10 feet between the edges of the crowns.
This requirement does not apply to mature stands of aspen
trees where the preceding requirements for the removal of
ladder fuels have been complied with. However, the spacing
guidelines outlined above shall be followed in areas of aspen
regeneration.
14
(v)
All branches shall be pruned from trees and brush within the
30 -foot perimeters to a height of 10 feet above ground.
Ladder fuels shall be removed from around trees and bushes.
,� ..
(vi)
All branches which extend over roof eaves shall be trimmed.
All branches shall be removed within 15 feet of any chimney.
i V
Emma
«Z
MOMa Y
(vii)
The density of fuels within a 100 foot perimeter of all
�43
structures shall be reduced where natural reduction has not
..�
already occurred.
a.r
e
Z
(viii)
All deadfall within the 100 foot perimeter shall be removed.
�ccQ
(ix)
Each Lot owner shall be responsible for the continued
nT..M '6
maintenance of the defensible space vegetation requirements.
�.. a
�o
(b) Structural design and construction requirements:
ID
{i)
Roof construction shall be Class A, non-combustible (no
;N4:
wood shake/shingles) material with no flat roofs.
0
0
14
(ii)
Vents shall be screened with corrosive resistant wire mesh
with mesh 1/4 inch maximum.
(c) The following
maintenance measures shall be adhered to:
(i)
Roofs and gutters shall be kept clear of debris
Yards shall be kept clear of all litter, slash, and flammable
debris.
(iii)
All flammable materials shall be stored on a parallel contour a
minimum of 15 feet away from any structure.
(iv)
Weeds and grasses within the 10 foot perimeter shall be
maintained to a height of not more than 6 inches.
(d) The following miscellaneous measures shall be adhered to:
(i)
Firewood/wood piles shall be stacked on a parallel contour a
minimum of 15 feet away from the structure.
(ii)
Swimming pools shall be accessible to Fire Department
vehicles.
(iii)
Fences shall be kept clear of brush and debris.
(iv)
Wood fences shall not connect to a structure.
(v)
Any outbuildings or additional structures shall adhere to the
same standards as structures.
(vi)
Fuel tanks shall be installed underground with an approved
container.
(vii)
Propane tanks shall be installed according to NFPA 48
standards and on a contour away from the structure with
standard defensible space vegetation mitigation around any
above -ground tank. Any wood enclosure around the tank
shall be constructed with materials approved for 2 hour fire -
resistive construction on the exterior side of the walls.
(viii)
Each structure shall have a minimum of one 10 pound ABC
fire extinguisher which shall be placed in each structure in a
visible and accessible location.
(ix)
Addresses shall be clearly marked with 2 inch non-
combustible tetters and shall be visible and installed on a non-
combustible post.
15
1 11 :1 i IThs 41.416a , 1 4
(e) Water Supply:
(i) When access to a public or private pressurized water system
is not available or if it is necessary to augment fire protection
water systems, private ponds may be used if approved by
Pitkin County and the local fire protection district.
16. Park Dedication Fees. The park dedication fees associated with Lots l and
2 have been fully satisfied by Stein's conveyance of the Conservation Parcel to Pitkin
County subject to a Conservation Easement for the benefit of Park Trust, Ltd.
17. School impact Fees. Prior to the issuance of a building permit for the
single-family residence on each of Lots i and 2y the Lot owner shall pay to
to Pitkin County
a school impact fee which shall be calculated b Pitkin County pursuant
such
standards as may be in effect at the time of building permit issuance.
18. Com liance with Government Regulations. No lands within Lots 1 and 2
shall ever be: occupied or used by or for any structure or purpose or in any manner which
is contrary to the zoning, subdivision, land use or building regulations of Pitkin County,
Colorado, validly in force from time to time, or any other applicable local, state or
federal laws or regulations.
19. Enclosure of Facilities and E ui meAll equipment,
facilities, and other unsightly items on any Lot shall be located within the building
envelope on the Lot and shall be enclosed within a solid, covered structure, or fully
screened from view. Without limiting the generality of the foregoing, the following
U specific restrictions shall also apply. Any truck, tractor, snow removal or garden
r equipment, and any similar items, shall be kept at all times, except when in actual use, in
an enclosed garage. Motor homes, trailers and boats must be kept in enclosed garages,
�y'l or stored in an area that is completely invisible (during all seasons) from the other Lot
.+Z and from McLain Flats Road. Any refuse or trash container, utility meter, or other
�IF utility faciFty, satellite receiving dish for television or other signals, service area, storage
pile, or area for hanging clothing or other household fabrics must be located within a
building envelope and shall be enclosed or adequately screened from view by planting or
0= fencing so as to be invisible from the other Lot and from McLain Flats Road. No
yam
]umber, metals, bulk materials, scrap, refuse or trash shall be kept, stored, or allowed to
�aW accumulate: on any Lot, except building materials during the course of construction, and
• m
then only within the building envelope and only for such reasonable period of time as Is
�m m necessary prior to the use or disposal thereof. All rubbish and trash shall be promptly
�� � removed from the Lots and shall not be burned thereon, and all trash containers must be
_%� W
.ila- bear -proof.
_N
20. No Used or Temporary Structures or Mobile Homes. No used,
IIIIIIIIIIIr-
= o previously erected, or temporary house, structure, or construction trailer, no
nonpermanent outbuilding, and (except as provided in Paragraph 19 above) no mobile or
motor home shall ever be placed, erected or allowed to remain on either Lot, except
16
s
during construction periods, and no dwelling unit shall ever be occupied in any manner
prior to its completion. No mobile or motor home shall ever be occupied overnight
while located upon one of the Lots.
21. _Completion of Construction. Any exterior construction activity upon any
Lot shall be completed and fully cleaned up within 18 months from its commencement.
22. Road Damage. Each Lot owner is responsible for and shall promptly repair
in a good and workmanlike manner, any damage caused to the common access road
during the construction of improvements or the installation of utility lines upon or
serving the owner's Lot, or damage caused at any other time by any vehicle belonging
either to the owner or to the owner's family, guests, invitees, employees or contractors.
23. NoBusiness Uses Offensive Activities Nuisances or Signs. Except for
cattle and/or horse operations before a residence is constructed on Lot I or 2, the leasing
of residential improvements, and such home occupations as may be permitted from time
to time in the zone district by the Pitkin County Land Use Code, no lands or structures
within or upon either Lot shall ever be occupied or used for any commercial or business
purpose. No noxious or offensive activity shall be carried on or allowed at any time
within either Lot, specifically including without limitation the operation of snowmobiles,
ATVs, or off-road motorcycles (i.e., dirt bikes), Nothing shall be done or permitted to
be done at any time within either Lot which is a nuisance or which might become a
nuisance by sight, sound, smell or otherwise to the other Lot or the other Lot owner or
occupant. And with the exception of one "For Sale" sign of normal size on a Lot, which
sign must amply with Pitkin County sign regulations in effect from time to time, no
signs or billboards shall ever be erected or permitted to remain upon either Lot.
_ 24. Firearms. The discharge or shooting of firearms is prohibited on bot Lots.
,�z
25. No Mining Drilling or Quarrying. No mining, quarrying, tunneling,
(a excavating, or drilling for substances within the earth, including oil, gas, minerals,
~� M
,�■�'�, Y gravel, sand, rock and earth, but expressly excluding water, shall ever be conducte or
permitted upon or within either Lot.
a
FU � 26. Roofs Materials, Colors. No shining or reflecting roofs or other surfaces
. 0 = or materials shall be used or permitted to remain on any buildings or structures upon
�,w m either Lot; the exterior materials used on such buildings and structures shall be limited to
a wood, stone, brick, adobe or stucco; roofs and trims can be non -reflective and non -
,r .• 0 shining metal; and the exterior colors used on such buildings and structures shall be earth
.n or natural wood tones that are harmonious with the natural surroundings.
10� 27.
on
Antennaes. If a Lot Owner wishes to install an antenna to receive video
�1 Ge programming, the Lot Owner shall notify the Architectural Committee in writing of the
�"el planned installation and the proposed location thereof at least 10 days before the
C4 o installation. The antenna installation and location shall comply with all fire, electrical,
� r- and other applicable safety codes, and the installing Lot Owner shall to the extent
17
I I4 , I i I kbYt !"AM1.
feasible install the antenna in a location that minimizes its visibility from neighboring
Lots and roads. The installing Lot Owner shall be obligated to paint the antenna so that
it blends into the background against which it is mounted, and to plant and maintain such
reasonable landscaping as will screen the antenna, to the extent feasible, from
neighboring Lots and roads. The height of all structures must comply with County
regulations. Provided always, that in the event that in any particular situation any of the
foregoing requirements or restrictions cause an unreasonable delay or cost in the
installation, maintenance or use of the antenna, or prevent the reception of acceptable
quality signals, said requirements or restrictions shall be invalid as they apply to that
particular situation.
Satellite dishes that exceed one meter in diameter, and MDS antennas that exceed
one meter in diameter or diagonal measurement, shall not be allowed within the
Subdivision. Mast antennas that extend higher than 12 feet above the roof line, and
antennas that are not used to receive video programming, shall only be permitted within
the Subdivision if they receive the prior written approval of the Architectural Committee
as to design, location, and screening from neighboring Lots and roads.
28. Tanks. No elevated tanks of any kind shall ever be erected, placed, or
permitted to remain on either Lot. Any tank used in connection with any structure or
activity on either Lot, including tanks for the storage of natural gas, fuel oil, gasoline, oil
or water, shall be buried.
29. Emergency Access Easement. A non-exclusive easement for ingress and
egress is hereby granted by Stein to all police, sheriff, fire protection, ambulance and
other similar emergency agencies or persons, now or hereafter serving the Lots and their
residents, to enter upon the common access road dedicated on the Final Plat, and upon
the individual Lot driveways, and upon any other property on the Lots, in the lawful
j= performance: of their duties.
�y ARTICLE VII
,, Zl. M ENFORCEMENT ACTIONS
=115
'—O- I. Enforcement Authority. The Association, acting by and through its Board
�I m of Directors, Pitkin County, and each Lot owner, shall each have the right to prosecute
� m an action at any time to enforce the provisions of these Covenants by injunctive relief,
__8 Z and shall also have the right to prosecute an action for injunctive relief and/or for
�CE m damages by reason of any violation of these Covenants. The prevailing party in any
�•y action brought to interpret or enforce these Covenants and/or for damages for a violation
�A hereof shall be entitled to an award of its reasonable attorney's fees and costs.
�ain2. Limitations on Actions. In the event any construction, alteration, or
landscaping work is performed upon any of the lands within either Lot in violation of
these Covenants, and no action is commenced by any Lot owner within one (i) year from
--CJ the date of violation to restrain such violation, then injunctive or equitable relief shall be
�n o denied, but an action for damages shall still be available to any aggrieved Lot owner.
�
— .t
18
I It .I : 11,14 9-1411
This one (1) year limitation shall not apply to Pitkin County, and shall not apply to
injunctive or equitable relief against other violations of these Covenants.
ARTICLE VI
GENERAL PROVISIONS
I . Benefits and Burdens of Cove"ants; Covenants to Run. All of the
Covenants contained in this instrument shall be a burden on and appurtenant to the title
to all of the lands within the Lots, but not the Conservation Parcel. The benefits of the
Covenants contained in this instrument shall inure to the Association, to Pitkin County,
and to the owners from time to time of both of the Lots, and shall be deemed an
appurtenance to the title to such lands. The benefits and burdens of all of said
Covenants shall run with the title to all of the lands to which such burdens or benefits
have been made appurtenant.
2. Term of Covenants. Unless amended or terminated pursuant to Paragraph 3
below, these Covenants shall be perpetual, except that any covenant to which the rule
against perpetuities or the rule restricting restraints on alienation may be determined to
be applicable shall only extend and run for the period of the lives of Marjorie B. Stein
and James llaggs, and their now living children, and the survivor of them, plus 20 years.
3. Amendment or Termination of Covenants. Except as provided below with
respect to Pitkin County, and except as may otherwise be specifically provided herein, all
or any part of these Covenants may be amended or terminated at any time by the
recording i -a the Pitkin County, Colorado real property records of a resolution of
amendment agreed upon, executed and acknowledged by the then -current record owners
of both of '–ots I and 2. Notwithstanding the foregoing, any provision of these
Covenants which was required to be contained herein by approvals obtained by Stein
from Pitkin County including, without limitation, BOCC Resolution Nos. 97-24, 98-66
0 and 99-187, may not be made less restrictive, or terminated, without the consent of the
Pitkin County Board of County Commissioners.
MOM n 0 4. Disclaimer. Except as expressly set forth in these Covenants, no
~N� representations of any kind, express or implied, are given or made by Stein or their
.. �g x agents or employees in connection with the Lots or the Conservation Parcel or any
dportion thereof, or any improvements thereon, or physical features thereof, or the fitness
m thereof for any purpose, or utility service thereto, or the development potential thereof
"ej or any manner of compliance with the Pitkin County Land Use Code or applicable
±+vz environmental or other laws or regulations, or with respect to the cost of owning,
�15 m developing, enjoying or maintaining either of the Lots.
�m
ii—M 5. Severability. Should any provision of these Covenants be declared invalid or
a unenforceable by any court of competent jurisdiction, such decision shall not affect the
�K n validity or enforceability of the remaining Covenants.
�■r N �
� F
�Nw
� O
�� 19
IN WITNESS WHEREOF, Stein has executed these Protective Covenants as of
the day and year first above written.
THE MARJORIE B. STEIN L.L.L.P., as to
an undivided 62.92% Interest
By: r"'t.
Mary Dominick, General Partner
J ES DAGGS AS WYCIAL TRUSTEE
OF TRUST B U/W/O HENRY L. STEIN,
DECEASED, as to an undivided 37.08%
interest
STATE OF COLORADO )
} ss.
COUNTY OF PITKIN )
The foregoing instrument was acknowledged before me this �` day of
2000, by Mary Dominick, as General Partner of the Marjorie B. Stein
L.L.L.P., a Colorado limited liability limited partnership, as to an undivided 62.92%
interest.
Witness my hand and official seal.
f , •. .y commission expires:
TATE OF COLORADO }
) ss
COUNTY OF PITKIN )
617 `c,7
Notary Public
111III ri IN
450027 12/28/2000 11:51A COVENANT DAVIS SILVI
20 of 30 R 150.00 D 0.00 N 0.00 PITKIN COUNTY CO
The foregoing instrument was acknowledged before me this@� day of
2000, by Jaynes Daggs as Special Trustee of Trust B u/w/o Henry L.
Stein, Deceased, as to an undivided 37.08% interest
Witness my hand and official seal.
My commission expires: Gl��oa
' '- •• ae- � �.i N Public
' 20
11111111111111111111111111111111111111111111111111
400027 12/28/2000 11.014 COVENANT
21 of 30 R 130.00 D 0.e0 N 0.00 PITKIN COUNTY CO
APPROVAL BY PITKIN COUNTY
The foregoing Protective Covenants are hereby approved this-� day of
2000.
BOARD OF COUNTY COMMISSIONERS
OF PITKIN COUNTY, COLORADO
By
JC'pe"rson-
APPROVED
AS TO FORM:
Pitkin County Atto
STATE OF COLORADO )
) ss.
COUNTY OF PITKIN }
The foregoing instrument was acknowledged before me this day of
^As.e.,.a_f, 2000, by the Board of County Commissioners of Pitkin County,
Colorado, by ^ f I ,t /Qt as Chairperson, and by -:JZ,Mrre
as Deputy Clerk and Recorder.
Witness my hand and official seat.
My commission expires'
�yPublj
LYNDEE
R. DEAN
OF C0� _
21
I l it L14111C.44it.,
11111111111111101111111111111111111111111111111111 IN
430027 12/28/2000 11131A COVElM T DAVIS SILVI
22 of 30 R 1'50.00 D 0.00 N 0.00 PITKIN COUNTY CO
EXHIBIT A
ARCHITECTURAL GUIDELINES
I. IN'T'ENT
The intent of the Architectural Guidelines is to establish an architectural theme which
is in harmony with the Stein Lot Split Subdivision's natural surroundings, and which
exhibits the highest level of quality, craftsmanship and design. The architectural
character of the homes to be constructed within the Subdivision is intended to be natu-
ral, unimposing and rural. Homes should be characterized by strong form elements
with deep shadow lines, roofs that reflect the mountain slopes, natural building
materials with strong textures and restrained colors to compliment the natural
surroundings.
II. GENERAL
All homes shall be designed by a registered architect. It is preferred that the architect
have experience in the design of buildings in snow country. Homes shall be indi-
vidual and distinctive, yet respectful of the unique mountain setting of the Subdivi-
sion.
M. ROOF DESIGN
From a distance, each home in the Subdivision shall reflect the overall shape, texture
and color of the natural features of the surrounding mountains, rocks and vegetation.
No detail of the building shall predominate or appear intrusive to the mountain
toI 11 I1 W41111 iotiMi .
environment. Roof forms are the dominant feature of residential architecture. The
second story of any home should be located within the roof. Low eaves and broadly
overhanging roof forms that minimize the exposed height of walls are encouraged.
The mass of a roof should be broken into planes and smaller elements to visually
reduce its scale. Roof heights and ridgelines should vary between adjacent home
sites. Generally, a hip, gable or shed roof configuration is appropriate to achieve the
intended rural architectural character.
Roof overhangs are required for their aesthetic qualities as well as their practical
function. Large window areas should have generous overhangs to shade the windows,
prevent sun reflection and minimize night-time light emission onto adjacent proper-
ties. They also create visual relief and shadow patterns, provide shade for windows
and control rain and snow. Overhangs should be proportional to the size and pitch of
roofs. Roofs with shallow pitch generally require larger overhangs than steep roofs.
Roof forms should be proportional to the spaces they cover and tie together the
overall building mass. They should express the home's configuration and function
and not exaggerate the scale of the structure. Curvilinear elements within these
general shapes are acceptable, but dominant curved roof forms are not allowed.
Stylistic roof forms such as Mansard, Contemporary Flat, or "exotic" forms such as
hyperbole paraboloids or other conical sections are not allowed.
All roof must have a minimum pitch of 5 in 12 except for minor roof elements.
Minor flat roof elements (e.g., transitional elements) are permitted but must not be a
dominant form. The roof form over the major living space of the home must be
dominant. Roofs over garages must be less visually prominent that over the major
living space. Gables, dormers and other smaller roof elements should compliment the
4 ��l�l 1111111111111111111111 Nilll 111 lllllll 11 ltll
*027 12/26/2000
1,1,91A COV 00�P=sKirt COUNTY CO
23 of 30 R Ige . 00 C 0.00 N 0
I iI I i i tial a.au.' , i
dominant roof form and serve to visually break up and add interest to the overall
composition. Wood shingles, composition shingles, slate or metal are all acceptable
materials. Roofs must be of natural colors. All roof areas and protruding vents must
be of a similar color to the roof and non -reflective.
IV. BUILDING MASS AND FORM
Home designs should have visually heavier and more massive elements at their base,
with lighter elements above. A second story should not appear heavier or seem to
have greater mass than the portion of the building supporting it. Ideally, the second
should be enclosed in the roof space. The overall shape of mass of the home should
be visually brokenup to the apparent scale of the building and to provide interest and
variety to the form of the architecture. Building forms should step back with the
second floors being smaller than first floors. "Box-Iike: designs are not appropriate.
External walls and terraces must be merged to the site. Foundation walls shall not be
exposed, but must be faced to finish grade.
V. EXTERIOR ELEMENTS AND DETAILS
Exterior design elements are those architectural features which provide visual interest,
enhancing the overall building forms described above. Each element should help
unify the home design with complimentary forms, textures, mass and proportions.
Horizontally projecting elements such as bay windows, porches, or overhangs provide
a three -dimensionality to the buildings, adding visual interest, depth and shadow line.
Covered entryways, porches, patios and other outdoor living areas where possible
should provide gracious transitions from indoors to outdoors. The main entry to the
11111111111111111111011111101111111111111111111111111
400027 12/20/2000 11101A COVENANT DAMS SILVI
24 of 3e R 100.00 0 0.00 N 0.00 PITKIN COUNTY CO
( I I i I i I ld f{ 4 Illi.. I
40
home should be central or otherwise balances and sheltered. Monumental, vertical
entryways are not acceptable.
Windows should be placed to respect the privacy of adjacent residences, enhance
interior spaces, and contribute to the overall architectural character of the home.
Visually, windows and doors should be at a consistent height. Night-time light
emissions must be minimized through window design. Proportions and shapes of
windows should compliment roof lines and eaves.
VI. EXTERIOR MATERIALS
Material such as wood and stone express the natural characteristics of the earth, rocks
and trees of the site and should be the dominant vocabulary of the architecture of the
homes within the Subdivision. Heavily -textured concrete (e.g., exposed aggregate)
which is earth tone in color may also be utilized. Plain concrete and exposed
concrete block are not acceptable. All exterior materials must be of natural colors.
Approved wall materials include stone, wood shingles, stucco, or textured and colored
concrete. Approved foundation facing materials include stone, concrete and split face
block. Uncolored and/or untextured concrete or concrete masonry units of any type
are prohibited. Building elevations should receive equal architectural treatment on all
sidl:s. Wood siding should be clapboard, channeled board, or cedar shingles, and
should be finished with natural finishes and colors.
Large expanses of a single wall material should be avoided, particularly if unbroken
by surface direction changes, fenestration or details. Wall surfaces should not be
1111161111111111111111111111(1111111111 Ill 111111111 IN
440027 12/28/2000 11:51A COVENANT DAVIS SILVI
20 of 30 R 180.00 D 0.00 N 0.00 PITKIN COUNTY CO
i
composed of more than two or three materials. Desirable wall material combinations
include stone and wood, stone and stucco, stucco and wood, or architecturally treated
concrete and wood. The combining of masonry materials such as textured concrete
and stone, or two contrasting stone lay patterns, is discouraged.
VII. EXTERIOR LIGHTING
Exterior lighting of homes shall be limited to the immediate vicinity of the home and
used only for purposes of safety and security in order to minimize visibility of the
home at night. "Aesthetic" lighting is inconsistent with the goal of integrating the
homes in the Subdivision with the natural surroundings and is prohibited. Outdoor
living areas such as porches, patios and decks should be illuminated with low-level
downcast lights mounted in eaves and overhangs. No light sources may be visible.
111111111111111111111111111111111111111 Ill 111111111 1111
450027 12/28/2000 11:51A COVENANT DAVIS SILVI
26 of 30 R 150.00 D 0.00 N 0.00 PITKIN COUNTY CO
►. �1r"�^r1:.,�' [7�,: r!� •f(�T _C���c-moi �t ._.
EXHIBIT B
Stein Lot Split
Landscape Guidelines
P.1
The intent of this landscape guideline is to provide the purchaser of the lots a tool for
adequately integrating the architecture of a newly constructed home with the native
landscape. It is not the intent of this guideline to completely block the view of a new
residency: from McLain Flats Road, but instead to soften those views by breaking up the
mass of the structure.
E illi e,P 1 ant ateriat Invenlp
The native landscape exists primarily of aspen groves (Populus tremuloides) at the
perimeter of the field, cottonwood trees (Populus angustifolia) along the irrigation
ditches. Native shrubs include servieeberry (Amelarchier alnifolia), scrub oak (Quercus
gambelii) and sage brush (Artimisia tridentata). The fields have been grazed or in hay
production for quite some time and consist of pasture grass. Within the sage meadows,
several varieties of wildflowers exist including lupine, columbine and flax.
Landscaane Guidelines
1. Grading: The existing topography provides for sheet flow drainage of the site.
Subsequently, positive drainage should be maintained around all structures with a
minimum center line flow of 3%. All cut slopes greater than 30 inches should be laid
back at a 3:1 slope or flatter or retained. Boulder retaining walls are encouraged as they
provide the ability to plant in the crevices of the rocks. Berms are strongly discouraged.
Ail landforining should be as native as possible and blend to the native grades as quickly
as possible minimizing the limits of grading.
2. Planting: Native materials (see above list) should be utilized to the greatest
�N a extent possible. When planting aspen trees groves should be planted with varying sized
stock, Larger stock (3 inch to 6 inch caliper) should be locatcd in the center of the grove
a with sizes gradually decreasing to the exterior of the grove. Small container stock (15
gallon) trees should be used at the periphery of the grove Spacing of the trees should
closely mimic that of existing aspen groves on site.
Iwo
a a Aspen groves should be brought down the hillside and around the front of the structure
T and when possible, tie into existing aspen groves. This single design element will do
�,:..� o more to integrate the new structure to the existing landscape. Additionally, it wil! serve
..� to soften to mass of the new structure when seen from off site.
04 W
111111111111114:41
Cottonwood trees should only be used to supplement the loss of existing material and be
=N a confint:d to areas in proximity to irrigation ditches.
=Vm
t o
312 E, Aspen Airport Business Center, Aspen, Colorado 91611
(3031925.6717 FAX! (303) 925-6707
I 11 .I I IMM •KdM..
FEB 11 '90 06:00FM STEVENS GROUP P
Trees not found at this site but native to the area can be used in limited quantities. Trees
such as Colorado Blue Spruce (Picea pungens) can be used for screening for areas such
as garages. Ornamental tress such as crab apple (malus sp,) may be used at accent areas
of the home such as entry or patio.
Native shrubs, grasses and wildflowers should be used to revegctate areas disturbed by
construction. Sage should be used where sage has been taken out, serviceberry where
serviceberry has been taken out etc..
All areas to be landscaped should be irrigated via an underground automatic system.
This will not only ensure the survival of the landscape but reduce water consumption.
All landscaping should be completed within the first full growing season after completion
of the structure.
11111111111111111111111 111IIIII 1111111111111111111111
450027 12/28/2000 11!51A COVENANT DAVIS SILVI
28 of 30 R 130.00 D 0.00 N 0.00 PITKIN COUNTY CO
I L{ �i i Ib611 �Y4�IM u. I -
EXHIBIT C
Nicholas Lampiris, Ph.D
CONSULTING GECtCGIST
P.O. BOX 21
SILT COLCPADO 91652
'203: 17l-544 �",Lrz:
May 3, 1996
Sunny Vann
23C) E. Hopkins
Asper CO e1611
RE: Stein Subdivision, Mort` o= McLain =fats Road
Dear Mr. Vann:
I have completed my geologic study cf the two new building sites
on the above referenced property. This is on a bench, above thc-
road, on the north side of the Roaring Fork River Valley, about
two miles northwest of the Town of Aspen, Pitkin County,
Colorado. The two new sites are on the gently southwest sloping
land approaching the road, at the base o -F a steep valley wall to
the north. These are formerly irrigated pasturelands serviced by
some combination of three different irrigation ditches above the
sitesi. Actively irrigated pastures lie beneath both sites.
There are some large granitic boulders scattered throughout each
lot. The irrigation ditches are a minor concern to the new sites
due to the sites being topographically quite a bit lower than the
larges ditches. The sites need drainage protection, including
positive landscaping around each home as protection from slope
wash, and perhaps breaching of one of the large ditches. Also,
W� there is an abandoned ditch jUSt above both sites which should be
rreclaimed above each home to keep unwanted water in that ditch
s N from creating a problem to the homes.
�! N M
�g5e The eastern site i a between gL-tl 1 i es and needs dai nage protects cn
d only from normal slope wash; the western site is located to the
�1 east of a gully mouth and therefore shcullC' have more landscaping
rr a around the home, if it is built in the western end of the
a envelope, to deflect any flows around it. Depending on the final
"pZSz Site, a berm from three to four feet in height may be necessary
stm°;m to protect the home from mudflows at the western end of the
W�f!!m envelope, although the evidence of frequent occurrences of flcals
rweo is not present.
�a
� The area is underlain by the Cretac=ous age Mancos Shale, which
a
In a typica.l.ly has variable dips due tc its incompetency as a
rim a Structural bedrock unit. It is more than thirty feet below the
C
a surface and is covered by the unsorted materials of Glacial
W1� ,Moraine C; the Pennsylvanian -Permian Maroon Formation may also
C -4
o underlie the eastern site. Dips in this unit are likely to be 70
r in N degrees to the east.
1 - IJ .I 1�IIIh11 .4,i4l; I
There is the potential for hydrocompact5.ve soils on these sites
so that soils investigation for proper foundation design is
necessary for each new home. The Castle Creel: Fault Zone i
mapped as passing just east of the eastern site, but due to the
surficial cover this cannot be ascertained.
Driveways to each new home are readily buildable from the
existing driveway entering at the boundary line between the two
lots. Culverts may need to be placed across feeder irrigation
ditanes. Water should be available through the drilling of one
or more wells to a depth of perhaps 150 feet below the surface of
the pasture. Waste disposal will be possible in the permeable
sails of the bench but the Pitkin County Sanitation Engineer
should be consulted for his specific comments.
The homes should be designed to the specifications of the Uniform
Building Code for Seismic Zone II as there are faults mapped in
this region, but with no evidence of recent movement. The homes
should also be designed to preclude the accumulation of radon
gas. Please do not hesitate to contact me if there are further
questions.
Sincerely,
Nicholas Lampiris
Consulting Geologist
1111111 IN 111111111111111111111111111111 IN 11111 IN
400027 12/26/2000 11:51A COVENANT DAVIS SILVI
30 of 30 R 150.00 D 0.00 M 0.00 PITKIN COUNTY CO
F�
536160
Pag . of 2
JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 04/0sD20.0011:22F
ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR
OF PPTEIN COUNTY, COLORADO, APPROVING THE SOLOMON MINOR
AMENDMENT TO A DEVELOPMENT PERMIT AND MINOR PLAT AMENDMENT
Decision No. a-2007
RECITALS
1. David and Mary Solomon ("Applicants"), have applied to the Community Development
Director of Pitkin County, ("Director"), pursuant to Sections 2-20-150(b) and 2-30-20 of the
- Pitkin County Land Use Code ("Code"), to move the building envelope, add a septic
envelope, modify the access envelope and create a Trail envelope and easement for the
Sunnyside Trail.
The property is located on the north side of McClain Flats Road and is described as Lot 1,
Stein Lot Split Subdivision (formally Red Butte Ranch. Parcel 1 Subdivision).
The property is zoned AR -10 and contains 45 acres.
4. The BOCC approved Red Butte Ranch Parcel 1 Lot Split, or what eventually became
known as the Stein Lot Split, pursuant to Resolution No. 97-24 (Conceptual Subdivision
approval) and Resolution No. 98-66 (Detailed and Final Plat approval). The BOCC
subsequently approved an Extension of Vested Rights for this Subdivision that runs
through April of 2011 (Resolution No. 99-187), and a Minor Amendment to a
Development Permit for the use of TDRs for below grade floor area (Resolution No. 209-
2000).
5. The Applicant submitted a complete application after July 6, 2006, therefore, the
application is being considered pursuant to the 2006 Land Use Code.
6. The Director finds that the request is consistent with Sections 2-20-150(b) and 7-20-20(C)3
of the Land Use Code.
APPROVED by the Director, subject to the following conditions:
1.. The Applicants shall adhere to all material representations made during the application
process.
2. The Applicant shall comply with the provisions of BOCC Resolution Nos. 97-24, 98-66,
99-187 and 209-2000, unless otherwise replaced or amended by the conditions of this
approval.
3. Prior to submission of any future building permit applications, the Applicants shall be
required to submit for approval by the County Attorney and Community Development an
amended Plat in accordance with Section 2.1.13 of the Pitkin County Land Use
Application Manual. The Plat shall include the amended building envelope, the access
envelope, the septic envelope and the Trail envelope. The above referenced approvals
shall be a condition precedent to finalization and recordation.
4. Prior to issuance of a building permit, the Applicants shall provide a landscape plan for
review and approval by Community Development.
FIJI -'III 536160
Page: 2 of 2
04/03/2007 11:229
JANICE K VOS CAUDILL PITKIN COUNTY CO R 0.00 D 0.00
The Applicants shall submit an Earthmoving Permit for the construction of the new
Sunnyside Trail. As part of the permit, a reclamation and revegetation plan shall be
submitted for the old Trail, as well as the revegetation plan for the new Trail. As part of
the permit, the Applicant shall provide written approval from the Salvation Ditch
Company for the new Trail alignment.
6. The Sunnyside Trail, in its original configuration, shall not be closed at any time due to
construction on the Applicants' property, until the new Trail is completed and ready for
use by the public.
During construction of the residence, prior to the completion of the new Sunnyside Trail
alignment, the Applicants shall provide safety fencing along the affected section of the
Trail, as well as informational signage at the intersection of the Trail and McClain Flats
Road and along the Trail near the Salvation Ditch.
The Applicants shall comply with the following to mitigate impacts on wildlife:
A. Dogs shall be leashed or kenneled.
B. Fencing outside of the building envelope shall comply with the wildlife fencing
standards in the Land Use Code.
C. Install and use an approved bear -proof trash container as required by the County.
D. Maintain native vegetation outside of the building envelope.
E. Avoid fruit -bearing trees and shrubs in any landscaping.
9. The Applicants shall pay the applicable road and housing impact fees.
10. Prior to issuance of a building permit, the Applicants shall submit a construction
management plan for review and approval by the County Engineer showing the locations
of staging, material storage and employee and construction traffic parking.
APPROVED by the Director, this2L-day of J��?2� , 2007.
AA C AV4 . t C
uouben,,
Community Development Director
PID# 264335403001
P259-06
SOLOMON
RESIDENCE RESIDENCE
no 4- 3800 McLain Flats Rd.
Aspen, CO.
S o l o m o n R e s i d e n c e
3800 Mc Lain Flats Road Aspen, Colorado
x
SH O P S R E N O W H A R T O N
ARCI EC UH RE iERiOR ARC HII ECTURE
e WEST PUTNAM AVE GREENWICH CT 11-3
Issued for Building Permit 03-09-07
TITLE SHEET
DRAWING LIST
d -g # Shml
SSUE DAT111
chwA # I Sheet
MUE DATI
dmg # I Sheet EDA
cinvig k Sheet
ARCHITECTURAL
DRAWINGS
03oe.07
03.0.07
-
ABIs Bedroom #3 Bathroom
LIGHTING DESIGN DRAWINGS
170
Shope Reno
hadon Architects
Aspen, Co. 81611
A410 Buiding Section
A411 Buiding Section
nworop.com
BHarding®desigk h
A814 Bedroom k4/Bathroom
Glenn )oh- LLC.
Electrical Sys. Schedule
970-731-4278
Tl
2001
Tide Sheet
Zoning Compliance Sheet 1
203 Cape Place P.O. Box 5770
A412 Buidin Section
g
Pagosa Springs, Co. 81147
A815 Bunk Room
EP -0.1
l-0.0 Lighting Index and Schedules EP -0.2 Electrical Specifications
Z002
Zoning Compliance Sleet 1
DeStefano Associates
A413 Buiding Section
50 Thorpe Street
A816 Wine Cellar Rooms
A816.1 Wine Cellar Rooms
L-0.1 General 5 ficaliort EP -0.3 Electrical Specifications
pect
A200
Ke Floor Plan,
Lighting Design:
A414 guiding Section
Glenn Johnson, LLC
A817 Theater/Bar
L-0.2 General Specifications EP -0.4 Electrical Specification,
A201
Basement Floor PI -Overall
gleno. johnson®glennjohnsonllc.com
A415 Buiding Sect
Interior Designer:
A819 Stair Hall
L-0.3 Fixture Schedule EP -0.5 One Line Diagram
A210
Basement Floor Plan -Central Block/Caretaker
New York, NY 10022
A416 Buiding Section
andrew®kennethalped.com
A819 Exercise Room
L-0.4 Lighting Details EP -0.6 Panel Schedules
970-927-1161
A211
Lower Level Floor Plan -Central Block
280 East Cody Lane
A417 Buiding Section
Basalt, Co 81621
A820 Caretaker Unit Elevation,
L85 Lighting Details EP -0.7 Equipement Schedules
A202
Main Level Floor Plan -Overall
A418 guiding Section
A821 Garage
L -I.0 Lighting Lower Level EP -1.0 Lower Level Power Plan
A220
Main Level Floor Plan ental Block
L-1.1 Lighting Lower Level EP -1.1 Lower Level Power Plan
A221
Main level Floor Plan-Caretaker/GaragelKitchen Wing
A510 Window Schedule
Details
A900 Truss Types
L-1.2 Lighting Lower Level EP -1.2 Lower Level Power Plan
A203
Roof Plan -Overall
A51I Window
A901 Truss Details
L-2.0 Main Level Lighting Plan 1/8" EP -2.0 Main Level Power Plan
A230
Roof Plan{ental Block
A520 Door Schedule
A902 Truss Details
L-2.1 Main Level Lighting 1/4" EP -2.1 Main Level Power Plan
A231
Roof Plan{aretaker/Garage/Ki1cMn Wing
A521 Door Details
L-2.2 Main Level Lighting Plan //a" EP 2.2 Main Level Power Plan
A530 Finish Schedule
LC -1.0 Lower Level Keypad Design EP -9.0 Site Power Plan
A204
Reflected Clg: Basemen, Plan -Overall
A53/ Not Used
STRUCTURAL DRAWINGS w.o9.o7
LC -2.0 Main Level Keypad Design
A240
Reflected Clg.-Basement Plan -Cental Bluck/Careiaker
Block
A600 Masonry Derails
De51e(arro Associates Stmctural Engineers.
LV -0.1 low Voltage Symbols
A241
A205
Reflected Clg.-Lower Level Plan -Cental
Reflectec Clg.-Matn Level Plan -Overall
A601 Masonry Details
Chimney Details
S-001 General Notes
LV -0.2 Low Voltage Elevation Details
LV -1.0 Low Voltage Plan -Lower Level
A250
A251
Reflected CIg.-Main Level Plan -Central Block
Reflected Clg.-Main Level Plan-Canaker/GaragelKitchen Wing
A610
A620 Chimney Details
5100 foundation PWn
LV -1.1 Low Voltage PIarFLower Level
Level
A630 Chimney Details
S/01 First Floor Plan
lV-1S Low Voltage Plan -Lowe
PIarMlain Level
A300
North (entry) Elevation -Overall
A640 Chimney Details
5102 Attic Framing Plan
LV -2.0 Low Voltage
LV -2.1 Low Voltage Plan -Main Level
A301
North (entry) Elevation-0veal)-Hidden
A6So Chimney Details
5103 Roof Framing Plan
LV -2.1 Low Voltage Plan -Main Level
A310
North (entry) Elevation -Cental BI«k
A660 Stair Details
5704 First Floor Plan
Framing Plan
A311
North (enrty) Elevation -Master suite/Canaker
A670 Stair Details
A710 Not Used
S. Attic
5106 Roof Framing Plan
HVAC DRAWINGS
'310
A711 Not Used
5200 Column Schedule and Details
Burggaaf As iates Inc.
A302
South Elevation -Overall
5300 Sections & Dma Is
M•1 Lower Level Mech. Below Grade Ductwork Plan
A320
South Elevation -Family Rm. Wing
A800 Living R-NEnlry
5301 Secttons & Details
M-2 Basemen) West/ East -Below Grade Ductwork Plan
A321
North Elevation -Master Suite/Carelaker
A800.1 Powder Room
5302 Section, & Details
M-3 Basement Central-Mechanical/Oved,ead Ductwork Plan
A802 Living Room/EMry
S.Sections & Delails
M4 Basement Wesl/East-Mechanical/Overhead Ductwork plan
A303
West Elevaliorl-Overall
Rm Wing
Aeo2 Kitchen/family Roo m
5304 Section, &Details
M•5 Main Level Central Mechanical Plan
Mechanical Plan
A330
West Elevation -Family
A803 KitcheNFamily Room
5305 Sections & Details
M.6 Main Level West/East/Garage
A304
Easl I evation-Olmll
Bedroom Wing
A80J.1 Kitchen Details
5306 Sections &Details
M-7 Mechanical Piping Schema0c
A340
East Elevation -Master
East Elevation Elevation,
A80a Dining Room
5307 Section, &Details
MA Mechanical Equipment schedule
A341
-Hidden
A805 Library
S-300 Sections & Derails
MS -1 Mechanical Site Plan (includes snowmell and ground source ro
A400
Overall Buiding Section
A806 Master Bedroom Suite
5309 Section, A Details
5310 Sections & Details
A401
Overall Buiding Section
A807 Master Bedroom SuitelDre mg Room
5311 Sections & Details
LA & SURVEY DRAWINGS
40
A40'
Overall Buiding Section
A808 Master Bathroom
5900 Timber Truss Derails
S-900
Design Workshop Landscape Arch./Land PlanninWUrban DesigNfourism Planning
A1033
A404
Overall guiding Section
Overall Buiding Section
A809 Master Bathroom
A811 Laundry/Mud Room
Drawing list under sepeare cover.
A405
Not used
A811 Guest Sitting/Balhmarn
A812 I Guest BedroomBathmom
PROJECT DIRECTORY
Shope Reno Wharton Architects
18 W. Putnam Avenue
Greenwich Ct. 06830
l woLcom
Landsca Architect:
landscape
970-925-8354
Design Workshop
120 East Main Street
Aspen, Co. 81611
nworop.com
BHarding®desigk h
HVAC En i -d :
970-731-4278
Burggraaf Associates, Inc.
203 Cape Place P.O. Box 5770
Pagosa Springs, Co. 81147
mburggraaf®pagosa. net
Structural Engineers
203-254-7131
DeStefano Associates
50 Thorpe Street
Fairfield Ct. 06430
heistmctures®anl.com
Lighting Design:
801-274-9600
Glenn Johnson, LLC
4525 S. Wasatch Blvd. Ste. 300
Salt Lake City, Utah 84124
gleno. johnson®glennjohnsonllc.com
Interior Designer:
212-223-0314
KA Design Group
595 Madsion Ave. 16th Floor
New York, NY 10022
andrew®kennethalped.com
Contractor:
970-927-1161
Harriman Construction, Inc.
280 East Cody Lane
Basalt, Co 81621
bHamiman®HarrimanComlruclion.cc _
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DATE
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110 1/8'=1'-0"
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SOLOMON
RESIDENCE
3800 McLain Flats Rd
Aspen, CO.
S H O P E R E N O W H A R T O N
ARCHIT E CTU RE
INTERIOR ARCHITECTURE
16 WEST PUTNAM AVE GREENWICH CT 06—
LOWER LEVEL FLR PLAN
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DATE
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OB NO.
0610
1 LOWER LEVEL FLOOR PLAN -MAIN HOUSE
z LOWER LEVEL FLOOR PLAN -continuation
211 1/4'=V-0-
North
S H O P E R E N O W H A R T O N
_ ARCMITECTU0.E INTE0.10R ARCHITECTURE
19 WEST PUTNAM AVE GREENWICH CT 06830
LOWER LEVEL FLR PLAN
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.IIE roE ro i uxo r .c�a . wi �w w.�ocnn�woscoocwan
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OB NO
0610
SOLOMON
RESIDENCE
3800 McLain Flats Rd
Aspen, CO.
r
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Project
North
S H O P' R E N O W H A R T O N
ARCHITECTURE INTERIOR ARCHITECTURE
16 WEST PUTNAM AVE GREENWICH CT 06810
MAIN LEVEL FLR PLAN
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DATE
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t
GENERAL NOTES
`` �` \•``\
`. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITI
REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVENTHOUGH\ t J TABLE II ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS.
TABLE OF MINIMUM HORIZONTAL DISTANCES IN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS
\ ` ,`� FEET BETWEEN COMPONENTS OF A SEWAGE DISPOSAL SYSTEM
t , > REFERRED TO IN THE ABOVE MENTIONED REGULATIONS.
` \ t AND PERTINENT PHYSICAL FEATURES
2. FLOW FOR FIELD:
t \
\ \ . `. \ \
' AREA OF
A \
212' \
� SETBACK �
' INFLUENCE
4
l
v
E
\ 9r0
•
12"` WELL
�O
4
%\ \ PRO SED
\ _
WELLL OCAT ION
'
,
*** T R R T
PROPOSED RO OSED H
OUSE 8
BEDROOM
(
)
TOTAL = 12.454 S.F. (> 6.000 S.F.)
8 BEDROOM * 2 PERSONS/BEDROOM * 130 GALLONS/PERSON/DAY IS:
2,080 GPD = AVERAGE DAILY FLOW.
DESIGN FLOW = 1.75 * AVERAGE = 3,640 GPD (Q)
SEPTIC TANK:
HOUSE
MINIMUM TOTAL TANK SIZE:
Q * 1 DAY/24 HRS * 30 HRS = 4,550 GPD
INSTALL ONE 2,500 -GALLON TANK WITH BAFFLE AND ONE 2,250 -GALLON
TANK WITHOUT BAFFLE
***INSTALL EFFLUENT FILTER IN 2,250 GALLON SEPTIC TANK WITHOUT***
***BAFFLE OUTLET***
STANDARD ABSORPTION AREA:
TOTAL DESIGN FLOW = 3,640 GPD
A = Q Q=MAXIMUM FLOW
-� t=PERCOLATION RATE = 43 min./in.
3,640 43 = 4,774 SF
5 J\ 'A
USE INFILTRATOR SYSTEM QUICK 4 STANDARD CHAMBER
OR EQUAL IN TRENCH CONFIGURATION: / a s
50% REDUCTION (4,774 SF * 0.50) 0 9.87 SF UNIT = 242 U ITS
REQUIRED IN A TRENCH CONFIGURATION (SEE DRAWING FOR LAYOUT).
USE INFILTRATOR SYSTEMS INC 'S FILTRATOR QUICK 4 STANDARD CHAMBER
TRENCH SYSTEM EFFECTIVE ARE 9.87 S. 9. S / ,
CONTRAC 0 /OWNE 0 VISUALLY \
CONFIRM THAT NO WELLS ARE LOCATED�\\` �\ \ � PROPOSED FIELD: (PROPOSED HOUSE)
WITHIN AREA OF INFLUENCE OR WELL i 8 BEDROOM * 2 PERSONS/BEDROOM * 100 GALLONS/PERSON/DAY IS:
SETBACK PRIOR TO CONSTRUCTION.*** \
TOTAL AVERAGE DAILY FLOW = 1,600 GPD
I AREA OF INFLUENCE DESIGN FLOW
\
Milk" 1,600 GPD * 1.5 = 2,400 GPD
�0 \ 7 ' STANDARD CHAMBER FOR FIRST 1,000 GPD: 100 FEET
ADD 8 ADDITIONAL FEET FOR EACH 100 GALLONS PER
52• DAY OF AREA OF INFLUENCE FLOW OVER 1,000 GALLONS
PROPOSED TRENCH SYSTEM ISDS \ \ '� \ Quick4 Standard Chamber 48• 1,400 / 100 = 14.0
INFILTRATOR SYSTEMS QUICK (EFFECTIVE LENGTH) 14.0
FEET + 100 OFEETTE
= 212 FEET (AREA OF INFLUENCE)
STANDARD CHAMBER OR EQUIVALENT
Ei tgjp 112
WELL MEMCK M PITKN OOUNM
,� PROPOSED FIELD: (PROPOSED HOUSE1
,\ ' , 11 it 11111 !� * - ,
• \ \ ` I � i � % \ - � 8 BEDROOM 2 PERSONS /BEDROOM * 130 GALLONS/PtRSON/DAY IS
• ` t'
t
/ • PROPOSED!
\ \ CLEANOUT
\ t
� u'
� I
Z J' 4 IN PVC 6' MINIMUM \ o
J� p MIN 2% SLOPE
\ 80 L.F. ` 61.37
• l y F t
• PROPOSED CLEANOUT
\ \ M 4 IN PVC
• • \ \�, F� 0 MIN 2% SLOP
PROPOSED `2,250 GALLON SEPTIC 8 F. / 11
TANK WITH NO BAFFLE WITH
\'\ \
EFFLUENT FILTER TO BE INSTALLED HOU E E SSLE E "
\ 10 F EYON[E
OF DITCH , 1
PROPOSED 2,500 GALLON SEPTIC
\ TANK WITH BAFFLE
�5
- - / PROPOSED DRYWELL `
c� (SEE DETAIL SHEET FOR DETAILS)
212 AREA OF
z� of
34" SIDEVIEW TOTAL AVERAGE DAILY FLOW = 2,080 GPD
\ SECTION VIEW AREA OF INFLUENCE DESIGN FLOW
2,080 GPD * 1,75 = 3640 GPD
MultiPort End Cap FOR FIRST 1,000 GPD; 100 FEET
r ADD 8 ADDITIONAL FEET FOR EACH 100 GALLONS
A PER DAY OF AREA OF INFLUENCE FLOW OVER 1,000 GALLONS 2,640 / 100
= 26.4
26.4*8=211.2 FEET
212 FEET + 100 FEET = 312 FEET (WELL SETBACK) ,_ ,i ' 1
II� sIDEVIEW TOP VIEW 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND A MINIMUM OF 100
FRONT VIEW FEET ALONG THE HOUSE SEWER.
i
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL
WATERTIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA,
TO PREVENT INFILTRATION.
5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW
FOR NON -INTRUSIVE LANDSCAPING.
6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO
! WITHIN ONE-HALF FOOT OF FINAL GRADE.
NOTE: The Department may require greater distances where warranted.
1, For repair or upgrading of existing systems where the size of the lot prevents 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
�. meeting these distances, the repaired facility may not be closer to water supply ' AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
components than the existing facility. I 1 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION
.�� ,Y, ,. � FIELD AREA USING DRAINAGE SWALES AS NECESSARY.
(1) Crossings from these distances may be permitted if the drinking water a Y STC I ✓ 15 i I �
or wastewater pipe is encased for at least ten (10) feet on each side of the Environmental OnsiteWastwaterSoludo,ne 9. SOILS INFORMATION PROVIDED BY H,P, GEOTECH, INC., JOB NO. 1060915
crossing or place where components are closer than specified in the table. Pipe
6 Business Park Road -PO. Box 768
\ of Schedule 40 rating or better must be used, of sufficient diameter to easily Old Saybrook, C' 06475 10, THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE
slide over and completely encase the line. Ridged end caps at least Schedule 860-577-7000 • FAX 8�-577-7001 OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS.
\ P y g p ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL
40 rating must be glued or secured in a watertight fashion to the ends of the 800-torsy,te AND PROVIDE REPORT TO COUNTY,
\ 1
encasement i There must be a hole of sufficient size to accommodate the wH+w.infiltratorsyttems.corn
pipe. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH
pipe in the lowermost section of the ridged cap so that the conveyance pipe OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS
rests on the bottom of the encasement pipe. The area in which the pipe passes OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
through the endcaps must be sealed with an approved underground sealant
12. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS
t, w compatible with the piping used. LESS THAN 5.0 FEET.
\ 2 Add 8 feet additional distance for each 100 gallons r da of design 13. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO
` O g per Y g'n BACKFILLING OF SYSTEM COMPONENTS.
flow over 1000 gallons per day as specified in the table, unless it can be
` / ddb anRPEoi- geologist istthatamechanicalornatural 14. THE SUBSOILS EXPOSED IN THE PROFILE PIT CONSISTED OF 1 -FEET OF SILTY CLAYEY
l demons trateY
� SANDY GRAVELS WITH COBBLES AND BOULDERS.
_ f r barrier will prevent contamination
15. SITE PLAN INFORMATION, NUMBER OF BEDROOMS, SIZE OF HOUSE PROVIDED
(' BY DESIGN WORKSHOPS, INC.
cti ,
16.FOR ACCURATE LOCATION
LEACH FIELD MUST BE SURVEYED AFTER INSTALLATION
SINCE EXISTING WELLS ARE WITHIN CLOSE PROXIMITY.
` W \ 17. PER REGULATIONS SETBACK OF ABSORPTION BED TO DITCH IS 218 FEET: DUE TO
s BEING AT A SIGNIFICANTLY LOWER ELEVATION THAN THE DITCH THERE WILL BE
NO IMPACT TO THE IRRIGATION DITCH. THE 100' SETBACK AS SHOWN WILL BE
= ADEQUATE.
}/ _ -
- 1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH.
2, THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL.
\ 3, DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND ISDS SYSTEM, AS
-- -- ; �� \ \ NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA,
4, TRENCH LATERALS SHALL FOLLOW CONTOURS,
5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
\t
t ! i
-
` 6, TRENCH BOTTOM AND SIDEWALL
SMUST BE RAKED TOREMOVE SOIL SMEARS
INCURRED DURING EXCAVATION
P-2
7 EXCAVATION ABSORPTION BE DONE
--- f \ \ ! AND U EOFRUBBERTIREODURING �
VEHICLES OVER ABSORPTIONAREA ISPROHIBITED
8. BOULDERS EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND
BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL,
9, IN ALL TRENCH CONFIGURATIONS, SERIAL DISTRIBUTION SHALL BE USED
� �__.-- \ :, ION TO INCREASE SETTLING TIME AND
4 PROTECT THE BACTERIAL BIO -MAT.
GRAPHIC SCALE
I ,
,
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft,
UJ
Spring, n9.
Wells,
Drinking
Drinking Water
Dwelling
P �� Lines, drain
titles, Piped, Lined
Lake, Water
>,
00 N �E
'zU N z05P-
Suction
Water Supply
Supply CisternOccu
ied
or Intermittent
Course, Irrigation
Dry Gulches Septic Tank
QU M
U
Lines
Una (1)
6Z
Building
Ini ation Ditch
Ditch or Stream
a.
Absorption Trench,
Oz
Wo.
Seepage Bed, Sand
Filter, Sub -surface
700
25
25
20
10
(2)
(2) 6
Dispersal System or
50
25
D ell
Seepage Pit
(2)
50
25
20
25
(,�
22)
� g
Lined
Evaportranspiration
60
10
25
15
10
25
10 5
Field or Lined
Wastewater Pool
Unlined or Partially
Lined
Evapotranspiration
System Wastewater
100
25
25
15
10
25
15 10
Pond, or Surface
Disposal System Other
than Aerosol
Lined Sand Filter
60
10
25
15
10
25
10 5
Unlined Sand in Soil
With a Perc Rate
(2)
25
25
15
10
25
15 10
Slower than 60
100
minutes r inch
Dispersal System Using
(2)
10
50
125
10
(2)
(2) 10
Aerosol Method
100
25
10
Vault Privy
50
10
25
15
10
25
10 -
Septic Tanks,
Treatment Plants,
5)
10
25
5
10
50
10
DosingTanks, Vaults
Building Sewer or
50
10
25
0
10
50
10
Effluent Lines 1
PROPOSED RO OSED H
OUSE 8
BEDROOM
(
)
TOTAL = 12.454 S.F. (> 6.000 S.F.)
8 BEDROOM * 2 PERSONS/BEDROOM * 130 GALLONS/PERSON/DAY IS:
2,080 GPD = AVERAGE DAILY FLOW.
DESIGN FLOW = 1.75 * AVERAGE = 3,640 GPD (Q)
SEPTIC TANK:
HOUSE
MINIMUM TOTAL TANK SIZE:
Q * 1 DAY/24 HRS * 30 HRS = 4,550 GPD
INSTALL ONE 2,500 -GALLON TANK WITH BAFFLE AND ONE 2,250 -GALLON
TANK WITHOUT BAFFLE
***INSTALL EFFLUENT FILTER IN 2,250 GALLON SEPTIC TANK WITHOUT***
***BAFFLE OUTLET***
STANDARD ABSORPTION AREA:
TOTAL DESIGN FLOW = 3,640 GPD
A = Q Q=MAXIMUM FLOW
-� t=PERCOLATION RATE = 43 min./in.
3,640 43 = 4,774 SF
5 J\ 'A
USE INFILTRATOR SYSTEM QUICK 4 STANDARD CHAMBER
OR EQUAL IN TRENCH CONFIGURATION: / a s
50% REDUCTION (4,774 SF * 0.50) 0 9.87 SF UNIT = 242 U ITS
REQUIRED IN A TRENCH CONFIGURATION (SEE DRAWING FOR LAYOUT).
USE INFILTRATOR SYSTEMS INC 'S FILTRATOR QUICK 4 STANDARD CHAMBER
TRENCH SYSTEM EFFECTIVE ARE 9.87 S. 9. S / ,
CONTRAC 0 /OWNE 0 VISUALLY \
CONFIRM THAT NO WELLS ARE LOCATED�\\` �\ \ � PROPOSED FIELD: (PROPOSED HOUSE)
WITHIN AREA OF INFLUENCE OR WELL i 8 BEDROOM * 2 PERSONS/BEDROOM * 100 GALLONS/PERSON/DAY IS:
SETBACK PRIOR TO CONSTRUCTION.*** \
TOTAL AVERAGE DAILY FLOW = 1,600 GPD
I AREA OF INFLUENCE DESIGN FLOW
\
Milk" 1,600 GPD * 1.5 = 2,400 GPD
�0 \ 7 ' STANDARD CHAMBER FOR FIRST 1,000 GPD: 100 FEET
ADD 8 ADDITIONAL FEET FOR EACH 100 GALLONS PER
52• DAY OF AREA OF INFLUENCE FLOW OVER 1,000 GALLONS
PROPOSED TRENCH SYSTEM ISDS \ \ '� \ Quick4 Standard Chamber 48• 1,400 / 100 = 14.0
INFILTRATOR SYSTEMS QUICK (EFFECTIVE LENGTH) 14.0
FEET + 100 OFEETTE
= 212 FEET (AREA OF INFLUENCE)
STANDARD CHAMBER OR EQUIVALENT
Ei tgjp 112
WELL MEMCK M PITKN OOUNM
,� PROPOSED FIELD: (PROPOSED HOUSE1
,\ ' , 11 it 11111 !� * - ,
• \ \ ` I � i � % \ - � 8 BEDROOM 2 PERSONS /BEDROOM * 130 GALLONS/PtRSON/DAY IS
• ` t'
t
/ • PROPOSED!
\ \ CLEANOUT
\ t
� u'
� I
Z J' 4 IN PVC 6' MINIMUM \ o
J� p MIN 2% SLOPE
\ 80 L.F. ` 61.37
• l y F t
• PROPOSED CLEANOUT
\ \ M 4 IN PVC
• • \ \�, F� 0 MIN 2% SLOP
PROPOSED `2,250 GALLON SEPTIC 8 F. / 11
TANK WITH NO BAFFLE WITH
\'\ \
EFFLUENT FILTER TO BE INSTALLED HOU E E SSLE E "
\ 10 F EYON[E
OF DITCH , 1
PROPOSED 2,500 GALLON SEPTIC
\ TANK WITH BAFFLE
�5
- - / PROPOSED DRYWELL `
c� (SEE DETAIL SHEET FOR DETAILS)
212 AREA OF
z� of
34" SIDEVIEW TOTAL AVERAGE DAILY FLOW = 2,080 GPD
\ SECTION VIEW AREA OF INFLUENCE DESIGN FLOW
2,080 GPD * 1,75 = 3640 GPD
MultiPort End Cap FOR FIRST 1,000 GPD; 100 FEET
r ADD 8 ADDITIONAL FEET FOR EACH 100 GALLONS
A PER DAY OF AREA OF INFLUENCE FLOW OVER 1,000 GALLONS 2,640 / 100
= 26.4
26.4*8=211.2 FEET
212 FEET + 100 FEET = 312 FEET (WELL SETBACK) ,_ ,i ' 1
II� sIDEVIEW TOP VIEW 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND A MINIMUM OF 100
FRONT VIEW FEET ALONG THE HOUSE SEWER.
i
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL
WATERTIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA,
TO PREVENT INFILTRATION.
5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW
FOR NON -INTRUSIVE LANDSCAPING.
6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO
! WITHIN ONE-HALF FOOT OF FINAL GRADE.
NOTE: The Department may require greater distances where warranted.
1, For repair or upgrading of existing systems where the size of the lot prevents 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
�. meeting these distances, the repaired facility may not be closer to water supply ' AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
components than the existing facility. I 1 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION
.�� ,Y, ,. � FIELD AREA USING DRAINAGE SWALES AS NECESSARY.
(1) Crossings from these distances may be permitted if the drinking water a Y STC I ✓ 15 i I �
or wastewater pipe is encased for at least ten (10) feet on each side of the Environmental OnsiteWastwaterSoludo,ne 9. SOILS INFORMATION PROVIDED BY H,P, GEOTECH, INC., JOB NO. 1060915
crossing or place where components are closer than specified in the table. Pipe
6 Business Park Road -PO. Box 768
\ of Schedule 40 rating or better must be used, of sufficient diameter to easily Old Saybrook, C' 06475 10, THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE
slide over and completely encase the line. Ridged end caps at least Schedule 860-577-7000 • FAX 8�-577-7001 OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS.
\ P y g p ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL
40 rating must be glued or secured in a watertight fashion to the ends of the 800-torsy,te AND PROVIDE REPORT TO COUNTY,
\ 1
encasement i There must be a hole of sufficient size to accommodate the wH+w.infiltratorsyttems.corn
pipe. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH
pipe in the lowermost section of the ridged cap so that the conveyance pipe OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS
rests on the bottom of the encasement pipe. The area in which the pipe passes OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
through the endcaps must be sealed with an approved underground sealant
12. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS
t, w compatible with the piping used. LESS THAN 5.0 FEET.
\ 2 Add 8 feet additional distance for each 100 gallons r da of design 13. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO
` O g per Y g'n BACKFILLING OF SYSTEM COMPONENTS.
flow over 1000 gallons per day as specified in the table, unless it can be
` / ddb anRPEoi- geologist istthatamechanicalornatural 14. THE SUBSOILS EXPOSED IN THE PROFILE PIT CONSISTED OF 1 -FEET OF SILTY CLAYEY
l demons trateY
� SANDY GRAVELS WITH COBBLES AND BOULDERS.
_ f r barrier will prevent contamination
15. SITE PLAN INFORMATION, NUMBER OF BEDROOMS, SIZE OF HOUSE PROVIDED
(' BY DESIGN WORKSHOPS, INC.
cti ,
16.FOR ACCURATE LOCATION
LEACH FIELD MUST BE SURVEYED AFTER INSTALLATION
SINCE EXISTING WELLS ARE WITHIN CLOSE PROXIMITY.
` W \ 17. PER REGULATIONS SETBACK OF ABSORPTION BED TO DITCH IS 218 FEET: DUE TO
s BEING AT A SIGNIFICANTLY LOWER ELEVATION THAN THE DITCH THERE WILL BE
NO IMPACT TO THE IRRIGATION DITCH. THE 100' SETBACK AS SHOWN WILL BE
= ADEQUATE.
}/ _ -
- 1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH.
2, THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL.
\ 3, DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND ISDS SYSTEM, AS
-- -- ; �� \ \ NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA,
4, TRENCH LATERALS SHALL FOLLOW CONTOURS,
5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
\t
t ! i
-
` 6, TRENCH BOTTOM AND SIDEWALL
SMUST BE RAKED TOREMOVE SOIL SMEARS
INCURRED DURING EXCAVATION
P-2
7 EXCAVATION ABSORPTION BE DONE
--- f \ \ ! AND U EOFRUBBERTIREODURING �
VEHICLES OVER ABSORPTIONAREA ISPROHIBITED
8. BOULDERS EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND
BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL,
9, IN ALL TRENCH CONFIGURATIONS, SERIAL DISTRIBUTION SHALL BE USED
� �__.-- \ :, ION TO INCREASE SETTLING TIME AND
4 PROTECT THE BACTERIAL BIO -MAT.
GRAPHIC SCALE
I ,
,
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft,
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PROJECT NO.
206 1066.00
ISDS
. V\OENOIAL
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY, EVEN THOUGH 00 Z Z aOOI
REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMSw p
\ TABLE II ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. QQ
TABLE OF MINIMUM HORIZONTAL DISTANCES IN 00 12 <Lou
\ \ ~ \ \ \ \ \
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS Utr 0 Z �=�
FEET BETWEEN COMPONENTS OFASEWAGEDISPOSALSYSTEM REFERRED TO IN THE ABOVE MENTIONED REGULATIONS, 0
AND PERTINENT PHYSICAL FEATURES t1 2 FLOW FOR FIELD F--1
212' AREA Ut• \\
\ `•,\ "''`"" \ \ INFLUENCE SETBACK
` )
311
ISDS TRENCH SYSTEM QUICK 4
` \y
STANDARD INFILTRATOR SYSTEMS
•
\ I
• \ I
I ,
1 CLEANOUT
� N Q G \ 1\
`\ G Z N
N P G 2 N \
`\ N
N
� \ 1
4 IN PVC
6'\ MINIMUM
1,ul Q MIN 2% SLOP
\ 80 L.F. 61.37
t,
\ • CLEANOUT
•
\` G• • F M\N�M�M 4 IN PVC
\ Z • (AB) 2,500 0 MIN 2% SLOP
, 8 F.
tip) 2,255 GALLON SEPTIC
TANK WITH NO BAFFLE WITH
\ EFFL ENT FILTERITO BE INSTALLED HOUSE E SLEEA
10 F EYON4,11�DGE ,
°:A \ (IAB) 2,500 OF DITCH
2,586 GALLON SEPTIC
TANK WITH BAFFLE 1 ;I
\
all
\ \" 4"
A. E
'-�... � ter'•-• ,,,..•
9 \\
WELL
PROPOSED HOUSE (8 BEDROOMS
Spnng'
Wells'
Drinking
e
Water Supply
Drinking Water
Dwelling
Occupied
Property Lines, drain
fides, Piped, Lined
Lake, Water
z> -U-0
O
DESIGN FLOW = 1,75 * AVERAGE = 3,640 GPD (Q)
tr-,
9Z Uj
Suction
pay
Line (1)
Supply Cistern
Building
or Intermittent
Course, Irrigation
Dry Gulches
Septic Tank
INSTALL ONE 2,500 -GALLON TANK WITH BAFFLE AND ONE 2,250 -GALLON
Lines
Irrigation Ditch
Ditch or Stream
TANK WITHOUT BAFFLE
***INSTALL EFFLUENT FILTER IN 2,250 GALLON SEPTIC TANK WITHOUT***
Absorption Trench,
***BAFFLE OUTLET***
m
Seepage Bed, Sand
STANDARD ABSORPTION AREA:
Filter, Sub -surface
100
25
25
20
10
(2)
(2)
6
Dispersal System or
A = Q Ft Q=MAXIMUM FLOW
50
25
Drywell
= 3,6443 = 4,774 SF
Seepage Pit
100
50
25
20
25
(2)
(2)
6
Lined
50% REDUCTION 4,774 SF * 0.50) 0 9.87 SF UNIT = 242 UNITS
50
25
Evaportranspiration
Field or Lined
60
10
25
15
10
25
10
5
Wastewater Pool
TRENCH SYSTEM EFFECTIVE AREA: 9.87 S.F.
Unlined or Partially
AREA OF &H-UME M STATE OUDELM-8)
Lined
Evapotranspiration
System Wastewater
100 25
25
15
10
25
15
10
Pond, or Surface
Disposal System Other
than Aerosol
Lined Sand Filter
60
10
25
15
10
25
10
5
Unlined Sand in Soil
With a Perc Rate
(2)
Slower than 60
100
25
25
15
10
25
15
10
minutes per inch
Dispersal System Using
(2)
10
50
125
10
(
Aerosol Method
100
25 25
100
10
Vault Privy
50
10
25
15
10
25
10
Septic Tanks,
Treatment Plants,
5)
10
25
5
10
50
10
-
DosingTanks, Vaults
Building Sewer or
Effluent Lines 1
50
10
25
0
10
50
10
PROPOSED HOUSE (8 BEDROOMS
00 pF
N 2 <01W
TOTAL = 12,454 S.F. (> 6 000 S.F
*
N Z -n
r00)O
8 BEDROOM 2 PERSONS/BEDROOM * 130 GALLONS/PERSON/DAY IS:
wOOQ
�w
2,080 GPD =AVERAGE DAILY FLOW.
z> -U-0
O
DESIGN FLOW = 1,75 * AVERAGE = 3,640 GPD (Q)
tr-,
9Z Uj
SEPTIC TANK:
_jw„ d �U
HOUSE
Qt�il
QU NI jto
U
MINIMUM TOTAL TANK SIZE:
a _jMXQ
Q * 1 DAY/24 HRS * 30 HRS = 4,550 GPD
0 U w�
INSTALL ONE 2,500 -GALLON TANK WITH BAFFLE AND ONE 2,250 -GALLON
TANK WITHOUT BAFFLE
***INSTALL EFFLUENT FILTER IN 2,250 GALLON SEPTIC TANK WITHOUT***
%
0
AMENDED FINAL PLAT OF
LOT 1 STEIN LST SPLIT SUBDIVISION
T.nT 1 5�TFTN LOT SPLIT SUBDIVISION, PLAT BOOK 55, PAGE 48
SAID PARCEL OF LAND IN S1/2 SECTION 35, T.9 S., R.85 W. AND THE N1/2 OF SECTION 2, T.10 S., R.85 W. OF THE 6TH P.M.
COUNTY OF PITKIN, STATE OF COLORADO
H
_T
LINE_ TABLE
z
00 �" o
LINE
BEADING
LENGTH
1:1'
'.'...T"Y q
55.58`
L2
17" 00 - WE
29.14
CHORD
Cl
283.61,44,
L4
N3 , ' "
100.05:
La
8'5 ' 1"
13.37
L5.
S624!.. , , _
101 -
REBAR
LS #161
GRAPHIC SCALE
( IN FEET )
1 inch = 200 ft.
NOTES:
1) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S 35'48'17" E BETWEEN THE
JTHEAST CORCAP ALONG THENSOUTHERLY BOF LOT OUNDARYROFNLOT 1PA REBARLS NO.1 6129 AND CAP LS NO.16129. D
2) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND
EASEMENTS OF RECORD OR IN PLACE.
3) DATE OF SURVEY WAS DECEMBER 17, 2003.
4) THIS MAP IS BASED ON THE RECORDED PLAT OF STEIN LOT SPLIT SUBDIVISION RECORDED
IN PLAT 1300K $5, PAGE 48 AND CORNERS FOUND IN PLACE.
5') THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT,
EXCEPTIONS TO. TITLE THAT MAY AFFECT THE PROPERTY HAVE NOT BEEN RESEARCHED
BY HIGH COUNTRY ENGINEERING, INC.
6) THIS PROPERTY IS SUBJECT TO A 10' SAGE AREA PIPELINE ESMT. PLAT BK55/PG48,
LOCATION TO BE DETERMINED.
7) THAT PORTION OF LOT t LYING ABOVE THE SALVATION DITCH IS SUBJECT TO A
CONSERVATION EASEMENT, PLAT BK55/PG48.
6) A PORTION OF LOT 1 IS SUBJECT TO A "SAGE AREA" AS SHOWN IN PLAT BK55/PG48
AND ANY AND ALL OTHER EASEMENTS/EXCEPTIONS SHOWN OR DESCRIBED ON SAID PLAT.
NOTICE: ACCORDIN.O TO COLORADO LAW YOU MUST COMMENCE ANY L9.QAL
A0,06N SASED ,UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST W$COVM SUCH DEFECT. IN NO EVENT ;MAY ANY ACTION
0 UPi)N`ANY OEt PT IN THS SURVEY RE CQ tfENCEO MORE THAN TEM
Yr AR5 M"' THE OA?f OF CER. VI(IATION SHOW ON.
X137935 SET
)ITCH
ERAL
MT.
TRAIL"
4 REC. NO.
11,5811 PLAT
SEC. 2
kSS CAP
E
YlQj.NlTY 1.
SCALE: 1" = 2000'
I, JASON R. NEIL, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR
LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE,
CORRECT AND COMPLETE PLAT OF THE AMENDED FINAL E44T OE LOT 1, STEIN LOT
AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH
PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER
MY SUPERVISlf3.N AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE
HOMESTEADS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE
STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING
THE SUBDIVISION OF LAND AND THAT IT COMPLIES WITH C.RS 8 33.3-209. IN
WITNESS 1hfFiEREOF 1 HAVE SET MY HAND AND SEAL THIS f _�_ _ DAY OF
ls11(tr,al!r1w A.D. 200:1
<< UP n R f
JASON R. NEI L.S. #3.
-11007
l.. L
GUMM bUIX Qcvc'1 i MgbIT DIRWME APPBUVAL
THIS AMENDED FINAL PLAT HAS BEEN REVIEWED AND APPROVED BY E MMUNITY
DEVELOPMENT DIRECTOR OF PITKIN gQUNTY THIS 3 DAY OF 2003
SUBJECT TO A-AM:vw. ba t�w►w�w«�Ilw*• # �,1 » .�►'1 '
BY:
ENVY FIOUBEN
P !".0cp
I,
A5"OF
i HAVE
�. DO HERESY CERTIFY THAT CAUSED AN
MAMWIl DDE MADE ON THE REAL PROPERTY HEREIN DESCRIBED AND, BASED ON THAT
EXAMINATION, DAVID AND MARY SOLOMON ARE THE FEE SIMPLE OWNER OF THE PROPERTY AND
EXCEPT AS NOTED ON THIS PLAT SAID OWNERSHIP IS FREE AND CLEAR OF ALL OTHER
MONETARY UE. D ENCUMBRANCES OF RECORD.
DATED:
8Y:
STATE OF COLORADO ) OJ
) SS.
COUNTY OF PITKIN )
TM EGOING INSTRUMENT WA ACKNO EDGED BEF RE Ee THIS#., DAY OF
20.
0 BY
AS``�
WITNESS MY HAND AND OFFICIAL SEAL:
MY COMMISSION EXPIRES:.�.�..._--
r
r`3
v V .0 ;il^yiy
weuc
KNOW ALL MEN BY THESE PRESENTS:
THAT DAVID AND MARY SOLOMON ARE THE OWNERS OF THAT REAL PROPERTY SITUATED IN
THE COUNTY OF PITKIN, STATE OF COLORADO, SAID REAL PROPERTY BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOT 1, STEIN LOT SPLIT SUBDIVISION THEREOF RECORDED IN PLAT BOOK 55 AT PAGE 48 AS
RECEPTION NO. 450026 COUNTY OF PITKIN, STATE OF COLORADO
THAT SAID OWNERS HAVE CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED
AS THE _ A SUBDIVISION OF A
PART OF PITKIN COUNTY, COLORADO,
IN WITNESS HEREOF SAID OWNERS HAVE CAUSED THEIR NAME TO BE HEREUNTO SUBSCRIBED
THIS �
DAY OF ./ �_' _ 200 A.D., -7
DA VI SOLOM MARY S OMON
STATE OF )
)ss
COUNTY OF J24 'L -Li _)
THE GOING DEDICATIONA.D., WLEBYED FOR ME 7N� W DAY� OF
MY COMMISSION EXPIRES: L_Z".�g
WITNESS MY HAND AND S AL
NO RY PUBLIC r
i JUDITH A.
KOLRERG
536161
111111111111 Hill 111111111111111 040/03/2007 11:28E
JANICE K VOS CAUDILL PITKIN COUNTY CO R 21.00 D 0.00
°
THIS PLAT WAS FILEDFORC IN THE OFFICE OF THE CLERK AND RECOR R OF PITKIN
CO ,COLORADO, AT O'CLOCK '�.M., ON THE _ DAY OF
20,0 AND IS LILY E -flRDED IN BOOK PAGE
_ _, AS RECEPTION NO.
E ER 4+%'
4.
1 t� ✓
DEPUTY
a
z >
0 u.. w
aa0L'
z
00 �" o
CURVE TABLE
Q
U fY Orx
0(92m
a
z <w
(92m
CURVE
RADIUS
DELTA
LENGTH
TANGENT
CHORD BEAR NG
CHORD
Cl
283.61,44,
1"
117.52
59.62
37'03'13"
116.68'
02
1-84,17.
, ,4 '5
" 82.46
47.23
39'33'5
91.4$.
03
281:78
32'030
263.26
142,13
N 27'10' ."253.81
C4
38'9.18
'
" 230.88'
11!3.95
" 17'24'2 ,,.
227.51
Ca
674.49:
1714'49:
201.801
101.67
N 5' '5 " .
201.04
C6
713.23.'
.03'
" 175.0-6
87.97
10-07'40!' W
174.61
C7
262,82.
. 9'
" 45.04
22.58
0'2 "E
44.99
C8
231,78
57'5§'&
234.33`
128.28
77'53'3 " V,224.48
C9
530.30
12'1831"
1'13.9.4
57.19
N 3 '4 '2 " W113.72
C1 C?
35;02
„1O'Qg
60.69
41.22
•3 ' 8"
53.37-
011
'1 56.32 ,7
'05' 4",
215.81
129.09
7412'51"
199.07
012
76,374°
5'0
" 160.51
133.40
2'5 '1 "
°132.56
013
152.7$' _
1'3 '21;:
13.7.6$'
73.91
47'1439"
133.07
REBAR
LS #161
GRAPHIC SCALE
( IN FEET )
1 inch = 200 ft.
NOTES:
1) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S 35'48'17" E BETWEEN THE
JTHEAST CORCAP ALONG THENSOUTHERLY BOF LOT OUNDARYROFNLOT 1PA REBARLS NO.1 6129 AND CAP LS NO.16129. D
2) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND
EASEMENTS OF RECORD OR IN PLACE.
3) DATE OF SURVEY WAS DECEMBER 17, 2003.
4) THIS MAP IS BASED ON THE RECORDED PLAT OF STEIN LOT SPLIT SUBDIVISION RECORDED
IN PLAT 1300K $5, PAGE 48 AND CORNERS FOUND IN PLACE.
5') THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT,
EXCEPTIONS TO. TITLE THAT MAY AFFECT THE PROPERTY HAVE NOT BEEN RESEARCHED
BY HIGH COUNTRY ENGINEERING, INC.
6) THIS PROPERTY IS SUBJECT TO A 10' SAGE AREA PIPELINE ESMT. PLAT BK55/PG48,
LOCATION TO BE DETERMINED.
7) THAT PORTION OF LOT t LYING ABOVE THE SALVATION DITCH IS SUBJECT TO A
CONSERVATION EASEMENT, PLAT BK55/PG48.
6) A PORTION OF LOT 1 IS SUBJECT TO A "SAGE AREA" AS SHOWN IN PLAT BK55/PG48
AND ANY AND ALL OTHER EASEMENTS/EXCEPTIONS SHOWN OR DESCRIBED ON SAID PLAT.
NOTICE: ACCORDIN.O TO COLORADO LAW YOU MUST COMMENCE ANY L9.QAL
A0,06N SASED ,UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST W$COVM SUCH DEFECT. IN NO EVENT ;MAY ANY ACTION
0 UPi)N`ANY OEt PT IN THS SURVEY RE CQ tfENCEO MORE THAN TEM
Yr AR5 M"' THE OA?f OF CER. VI(IATION SHOW ON.
X137935 SET
)ITCH
ERAL
MT.
TRAIL"
4 REC. NO.
11,5811 PLAT
SEC. 2
kSS CAP
E
YlQj.NlTY 1.
SCALE: 1" = 2000'
I, JASON R. NEIL, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR
LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE,
CORRECT AND COMPLETE PLAT OF THE AMENDED FINAL E44T OE LOT 1, STEIN LOT
AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH
PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER
MY SUPERVISlf3.N AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE
HOMESTEADS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE
STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING
THE SUBDIVISION OF LAND AND THAT IT COMPLIES WITH C.RS 8 33.3-209. IN
WITNESS 1hfFiEREOF 1 HAVE SET MY HAND AND SEAL THIS f _�_ _ DAY OF
ls11(tr,al!r1w A.D. 200:1
<< UP n R f
JASON R. NEI L.S. #3.
-11007
l.. L
GUMM bUIX Qcvc'1 i MgbIT DIRWME APPBUVAL
THIS AMENDED FINAL PLAT HAS BEEN REVIEWED AND APPROVED BY E MMUNITY
DEVELOPMENT DIRECTOR OF PITKIN gQUNTY THIS 3 DAY OF 2003
SUBJECT TO A-AM:vw. ba t�w►w�w«�Ilw*• # �,1 » .�►'1 '
BY:
ENVY FIOUBEN
P !".0cp
I,
A5"OF
i HAVE
�. DO HERESY CERTIFY THAT CAUSED AN
MAMWIl DDE MADE ON THE REAL PROPERTY HEREIN DESCRIBED AND, BASED ON THAT
EXAMINATION, DAVID AND MARY SOLOMON ARE THE FEE SIMPLE OWNER OF THE PROPERTY AND
EXCEPT AS NOTED ON THIS PLAT SAID OWNERSHIP IS FREE AND CLEAR OF ALL OTHER
MONETARY UE. D ENCUMBRANCES OF RECORD.
DATED:
8Y:
STATE OF COLORADO ) OJ
) SS.
COUNTY OF PITKIN )
TM EGOING INSTRUMENT WA ACKNO EDGED BEF RE Ee THIS#., DAY OF
20.
0 BY
AS``�
WITNESS MY HAND AND OFFICIAL SEAL:
MY COMMISSION EXPIRES:.�.�..._--
r
r`3
v V .0 ;il^yiy
weuc
KNOW ALL MEN BY THESE PRESENTS:
THAT DAVID AND MARY SOLOMON ARE THE OWNERS OF THAT REAL PROPERTY SITUATED IN
THE COUNTY OF PITKIN, STATE OF COLORADO, SAID REAL PROPERTY BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOT 1, STEIN LOT SPLIT SUBDIVISION THEREOF RECORDED IN PLAT BOOK 55 AT PAGE 48 AS
RECEPTION NO. 450026 COUNTY OF PITKIN, STATE OF COLORADO
THAT SAID OWNERS HAVE CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED
AS THE _ A SUBDIVISION OF A
PART OF PITKIN COUNTY, COLORADO,
IN WITNESS HEREOF SAID OWNERS HAVE CAUSED THEIR NAME TO BE HEREUNTO SUBSCRIBED
THIS �
DAY OF ./ �_' _ 200 A.D., -7
DA VI SOLOM MARY S OMON
STATE OF )
)ss
COUNTY OF J24 'L -Li _)
THE GOING DEDICATIONA.D., WLEBYED FOR ME 7N� W DAY� OF
MY COMMISSION EXPIRES: L_Z".�g
WITNESS MY HAND AND S AL
NO RY PUBLIC r
i JUDITH A.
KOLRERG
536161
111111111111 Hill 111111111111111 040/03/2007 11:28E
JANICE K VOS CAUDILL PITKIN COUNTY CO R 21.00 D 0.00
°
THIS PLAT WAS FILEDFORC IN THE OFFICE OF THE CLERK AND RECOR R OF PITKIN
CO ,COLORADO, AT O'CLOCK '�.M., ON THE _ DAY OF
20,0 AND IS LILY E -flRDED IN BOOK PAGE
_ _, AS RECEPTION NO.
E ER 4+%'
4.
1 t� ✓
DEPUTY
a
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PROJECT NO.
2061066.00
0932
1 OF 2