HomeMy WebLinkAboutpitkin.eh.264334100002 (2006)Pitkin Coun4, environmental Health & Natural Resou -as Department
Pe, c for an Individual Sewage Disposal "I - tem
0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Permit # 06030 Parcel ID # 2643-341-00-002
Type of permit
Name of Owner
New( x ) Repair() Addition/Remodel to House( X )
Lee & Debora Meisel
Street Address 2222 McLain Flats Rd.
Property legal description Lot 10, Block 1, Whitehorse Springs Ranch
Size of lot 7.56 acres Total square footage of the house 6,331
Water source Private Well
# of bedrooms in house 6 # of offices, lofts & similar sized rooms in house
Caretaker unit 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) 6 bedrooms in main house
Permit information
Designed by McLaughlin Rincon
Mailing Address 111 P AABC, Aspen, CO 81611
Perc rate 30 Profile hole depth 9 ft Depth to groundwater or bedrock <9 ft (1987 data)
Minimum Septic tank capacity Need 1000 gallons Minimum Absorption area Need 441 sq ft w/ 50% red.
Comments
Septic permit approved per compliance with the engineer design and specifications dated April 18, 2006. 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 house must be at least 5 feet from the tanks and 20 feet from any new portion of the
field. Any wells in the area must be at least 188 sq ft from the absorption field.
A 1000 gallon two-compartment tank should be added in series to the existing tanks. The engineer has specified
that the tanks may need to be reset with a 3" drop between each tank. All tanks must be filled with water after they
have been set to check for leaks. There should be an effluent filter on the outlet of the last tank in the series. A
new distribution box will be added to distribute effluent to the three sets of trenches. Three new trenches will be
added, with either 3 rows of 10 Standard Infiltrator chambers of 3 rows of 15 Quick 4 chambers. There should be
10 feet of undisturbed between each trench (6' min.).
This department does riot 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.
*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
encouraged.
Permit approved by: 1_�� CR Date:
Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered
satisfactory. Permission s hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin
County ISDS Regulation n 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 Department. As -built
drawings must be included with this permit before the final approval will be issued. Expiration Date: Ili—) J 'a"7 /o/6
Installer: cbi 1 1Q,ykt License Number:
Final approval: �� � (o _ _f "k,-- Date: l?>
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 L- ee- 0"nc,l Qp,�ji7rc.� e j 5e 1
Owner's Mailing Address Sa.2-cj Windsi)r-
City, State, Zip LkCOL V r L '33 (o Business Phone:
Home Phone: 5co i - 9014- ZOO 3 E-mail Address: em P -i 5 er 169 QL01 , C.p rr
Primary Contact Person (all communication regarding this permit will go through this person)
Name
Com an eaare k . GLj
A s S o e.,: cxk.s P Cl
Contact Mailing Address Rb . Ly--
164o
City, State, Zip Evscl-lv Co16
2 1 Business Phone: cl 2,7
Cell Phone : S11) - (47v
Fax: Cl 27 - 4'3 ( -3 E-mail Address: % kcia e CX- .11e
Parcel ID # (available from assessor's office
at 920-5160 or at www.pitkinassessor.orq) 3L _ 3 � i _ O c)_ O O 2L
Building Permit # (if available) 00 3r7 , 'Z OU (p . Pr- 6j` =
Street address of property `2 2 2-'2- YY1 c �7 t aJ S
Legal Description: Lot i Block �_ ,Filing
5'
,Subdivision W 1 kualrS,e—
Size of lot: acres. Type of proposed structure: o,
Total square feet of house fir �J 31 # of bedrooms (potential) in house
Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition (X) Emergency use ( )
Water. Private well O Spring ( ) Stream ( ) Community/Public Water System (X)ivk kf&e
If community system: Name of system, n n
ne Tee Tor a isua 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 1 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, Pitkin County and employees of these agencies will be held harmless
should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by
the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system.
Signature of applicant .: y ��'✓1—' Date _ -20 ob
Received by
r Receipt # Date
G:Vsdstisds appliclisdsapp rev072904.doc
C- SEPTIC SYSTEM APPLICATION CHECKLIST
NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE
DOCUMENTS AND INFORMATION BELOW HAVE BEEN RECIEVED.
Each box should be checked to indicate the following have been completed, or submitted as part of the
application. Only one copy of each document is necessary.
Completed application form.
LJ Engineer design stamped by a Registered Professional Engineer (RPE) registered in the State of
Colorado.
o Design must be based on the Pitkin County ISDS Regulation, Revised 2001. This design
should be on a site map (1" to 20' scale) that must include locations of all existing and
proposed wells, location of perc tests, contour intervals, all proposed and existing buildings,
property lines, ditches, water lines, sprinkler systems, springs, suction (irrigation) lines,
drinking water cisterns, drain tiles, all water courses, floodplains, floodways, dry gulches and
existing septic systems. The map must include all such features on neighboring properties
within setbacks.
o An individual may provide ISDS engineering services for themselves provided the dwelling the
ISDS serves is his/her primary residence, but an Owner/Builder Acknowledgement must be
,...,{ signed at submittal. See Pitkin County ISDS Regulation Article 4, Section 6.28.110.
N ? A LJ Environmental Health & Natural Resources has been notified and given an opportunity to visit the site
at the time of soil testing. N/A.
�A LJ Soils report provided by an RPE: Np>%
o Percolation tests (must be conducted by an RPE).
o Soil profile.
Building floor plans. Plans should be 11 "x17" and legible.
ti 1� Ez� Land use development approval (from Community Development): N1/44,
o Recorded 1041 Hazard Review Site Plan designating the approved building envelope.
o Copies of all land use development approvals pertinent to location of the septic system, or
pertaining to the property's water supply (e.g., BOCC Resolution, HO Decision).
Proof of adequate water supply. Generally, this will include: CCK I S�i IN`G7
o For private wells (well must be drilled before septic permit can be issued):
■ Well driller's report.
■ Well permit (issued by the Colorado Division of Water Resources) and final
augmentation plan (if required).
o For community and non -community public water systems:
■ Letter from the Water District confirming they have sufficient water to supply the
development and have agreed to do so.
o For surface water diversions:
■ Proof of decreed water rights.
Proof of adequate water quality. (fFK(sTilQL-n�
o Bacteriology test results. (Aspen Consolidated Sanitation District and Snowmass Water &
Sanitation District perform this test locally).
Fee. The ISDS Permit fee is $600; the flat fee covers the first 6 hours of processing. An hourly rate of
$100 will be charged beyond the first 6 hours, up to $1,000. The "tank only" fee is $150. Please make
check payable to: Pitkin County Environmental Health & Natural Resources Department.
A WAIVER 1S AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR
TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT.
Please ask the Community Development Department or Environmental Health & Natural
Resources Department for further information.
G:\isds\isds apphc\isds ddst 032306.doc
Pitkin County Environmental Health Department
Contact Log Sheet
Gornments /-Action to be -taken
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I'EVI 111.
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Page 1 of 1
Nancy Mackenzie
From: Nancy Mackenzie
Sent: Friday, July 27, 2007 11:46 AM
To: 'Dean Deroiser (mweaspen@rof.net)'
Subject: Meisel Lo-: 18 White Horse Springs 2222 McLain Flats Rd
Dean,
I received your as -built, but a few details were missing or different from my notes of my final inspection.
1) My notes from the final inspection indicate that to achieve equal distribution you directed them to re -pipe
the D -box so that 3 pipes were directed back to the one existing pipe that fed 1/3 of the total field which
had it's own D -box. Your final drawing doesn't show this. (Your drawing from 1/99 shows this detail.)
2) 1 think they installed Quick4, not Standard size Infiltrator units,
Nancy MacKenzie
970-920-5076
Pitkin County
Environmental Health & Natural Resources Department
Environmental Health Specialist
� l P�,reCAJ CJ J +
ft -n hu o- . +fie vv i � 1 \_io �Kp -y,,; � G-) '-pa V .
7/27/2007
ELaughlin Rincon
engineering design consulting
MCLAUGHLIN RINCON Ltd.
... 111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen*of net
MEMORANDUM
Date: June 14, 2007
To: Pitkin County Environmental Health — Carla Block
From: Dean Derosier; McLaughlin Water Engineers, Ltd.
RE: MEISEL Septic System - Lot 18 — White Horse Springs
PCEH Permit # 06030
This Final Approval letter is written for the new septic system and the associated
permit that serves the Meisel Residence at Lot 18 White Horse Springs. The
system was designed and installed and placed into service in the summer of
2006. PCEH, and GDD inspected the installation of the system and found it was
installed according to MR's design and PCEH requirements. This letter is to
serve as the acceptance letter for MR and recommendation to Pitkin County for
final acceptance of the system.
To my knowledge and per my inspection, the System was installed according to
MR and PCEH standards and the system layout was installed per the revised
ASBUILTS dated June 14, 2007.
The system consists of 3 -1,000 gallon tanks, 1 Splitter Box and 3 infiltrator
systems installed in 1988, 1999, and 2006. 1988 — 3- 87 foot gravel trenches,
1999 — 3 - 16 unit infiltrator trenches, (48 TOTAL), 2006 — 3 -10 unit infiltrator
trenches — (30 TOTAL). Each system is located below the house.
Attached is an asbuilt of the system as installed.
Please call is you have any questions.
G. Dean Derosier, P. E.
17
ffi,
azl
V
PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
ISDS DESIGN CALCULATIONS
Owner's Name (22 ;kftW x.4s' Parcel ID #
House Size (sq. ft.) (75 gpd, 100 gpd, or 130
Number of Bedrooms in Main House
Number of Offices, Libraries, Studies, Similar -sized Rooms in Main H,
Number of Bedrooms in Detached Caretaker unit
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 1560
State Review Required? no
Perc Rate ' ' . (T)
130
Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75
Q= 2730 1_ -(
Minimum tank capacity 3412.5 gallons � — �� 5 D �' Yuk j ` l v OAA I ouo 901
Absorption Area (=Q/ 5 X SQRT perc rate)
A = 2990.5652 sq. ft. of absorption area required ol (O x �~ I 212 CiC) (O
193 gravelless chamber units without reduction
# of Perc Holes Required:
1 in every soil type?
3
Spaced uniformly over proposed area?
QUICK 4 9_8
A = % 1495.2826 s ft. with 50% reductionTRENCHES
153 velless chamber units with reduction
STANDARD
A= 1495.2826 sq. . with 50% reductionTRENCHES
96 avelless chamber units with reduction
EQ 36
94 EQ36 units in TRENCHES
SETBACK FROM WELL
# of feet = 238.4
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 188.4
SETBACK FROM DRY GULCH
# of feet = 163.4
QUICK 4 9.2
2093.3956 sq ft 30% reduction BED
228 chamber units with reduc.
2093.3956 sq ft 30% reduction BED
135 chamber units with reduc.
168 EQ36 units in a BED
q ti 06) to °jrr� ve j
CL
%W I%ww
PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
ISDS DESIGN CALCULATIONS
Owner's Name Mese12222M40off
;,. Parcel ID #
House Size (sq. ft.) ' . (75 gpd, 100 gpd, or 130 gpd)
Number of Bedrooms in Main House %
Number of Offices, Libraries, Studies, Si ilar-sized Rooms in Main House `
Number of Bedrooms in Detached Caretaker nit
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit
(If the caretaker unit is ATTACHED, treat as if pant of main house.)
Average Daily Waste Flow 1200
State Review Required? no
Perc Rate 0 (T)
Design Flow (Q) = # potential bedrooms X 2 people/ bedroom'C d X 1.75
Q= 2100
/It7
Cl)
Minimum tank capacity 2625 gallons
Absorption Area (=Q/5 X SQRT perc rate) /
2"
A = 2300.4347 sq. ft. of absorption area required
148 gravelless chamber units without reduction
# of Perc Holes Required: 3
1 in every soil type? Spaced uniformly over proposed area.
QUICK 4 9_8
A = 1150.2174 sq.ft. with 50% reductionTRENCHES
117 gravelless chamber units with reduction
STANDARD
A= 1150.2174 sq.ft. with 50% reductionTRENCHES
74 gravelless chamber units with reduction
EQ 36
72 EQ36 units in TRENCHES
SETBACK FROM WELL
# of feet = 188
2-300
1 a
iao
sr
DICK 4 9.2
1610.3043 sq ft 30% reduction BED
175 chamber ",with reduc.
1610.3043 sq ft 30% reduction BED
104 chamber units with reduc.
129 EQ36 units in a BED
/V~ 2` l v&F
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 138
SETBACK FROM DRY GULCH
# of feet = 113o
`
r{
ELaughlin Rincon
engineering design Consulting McLAUGHLIN RINCON, Ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rof net
Date: A fi-1_�, 2006
To:
Vtk-
-Fro : f
RE: 'VIEI-`
Addition
MEMORANDUM
Environmental Health;
Derosier; McLaughlin Rincon, Ltd.
EL PROt FtTY REMODEL WHITE HORSE SPRINGS - Septic System
The following are my design notes for the remodel of the Meisel Residence in
White Horse Springs.
- 6 — Bedrooms — 4 existing and 2 new
- Approx. 6,300 Square Feet of living area
- 130 gallons per day per person
- Per Rates - 30 MPI by Nelson
- Ground waiver 500'+1- feet from surface not encountered
- Water System is the White Horse Springs Water District
System Design — An addition of a Typical leach/disposal field to the exiting
system to provide service. The original system was installed in 1988 consisted of
3 gravel trenches approximately 87.5 feet long and provide ~ 1096 SF of Area).
The addition in 1999 added 1,012 SF in 3 Infiltrator Trenches, each 16 units, for an
existing system total size of 2,108 SF. The existing system also has 2-1,250
gallon septic tanks for a total of 2, 500 gallons.
The original percolation tests are being used for the design of the new system.
Upon installation of the 1999 addition it was noted that the soil profile and
composition did not change across the field. Thus 1 believe the original
percolation tests are still valid.
Based on the above information, the system will need to be expanded to meet
Pitkin County Environmental Health requirements as follows.
Flow = Q = 6 bed rooms x 2 peo/br x 130 gal/day/per x 1.75(max flow) = 2,730
gallons per day.
McLaughlin Rincon Ltd. 2300 15'" Street, Suite 220, Denver, Colorado 80202 P 303-964-3333 F303-964-3355
Tank sizing -- 6 Bed Rooms requires 3,412 gallons of septic tanks; Q X 1.25. The
existing system has 2, 500 gallons so an additional 1,000 gallon tank is required
in series for a total of 3, 500. According to PCEH standards, the septic field
should be a minimum of 300 feet from the well. The well is used for irrigation
purposes only and is located up gradient from the septic system so there is little
chance of contamination if the field is less then 300 feet from the well. The home
is served by the WHS Water District for domestic water.
The new 1,000 gallon tank will be a double chambered tank and shall be located
in series below the home next to the existing tanks. Minimum distance from the
home to the septic tank is 10'. With the new addition to the home, this 10
minimum clearance will not be met unless the existing tank is moved. The
remodel also does not allow the addition of the third tank with modification of the
tank configuration. In order to install the tanks in series and maintain operation
of the existing leach field, the existing tanks and new tank will need to be turned
sideways or 90 -degrees from their current configuration and installed
immediately next to one another with minimum distance between tanks. The inlet
and outlet lines to the tanks will need to be relocated to the side of the tank
instead of the ends. The existing tank inlets and outlets will need to be plugged.
A minimum drop of 3" is required between tanks. Tees will be installed on both
the influent and effluent lines of the tank; set on the inside of the tank. Set top of
line from tee within 1" of the roof of the tank and extend line downward 14" below
centerline of tee.
Maximum cover over access to tank shall be 6" and easily accessed for
maintenance. Asbuilt location of the tank lids for future maintenance. Do not
bury tank access lids. Bedding under and within 6" of the tanks will be roadbase
compacted to 95%. Installation of native fill or screened rock around the tanks
outside the bedding zone is acceptable.
Fill tank with water prior to backfill to check for leaks and leav ater in tank for
placing the system in service. Tanks are to be water tigj*.~tnstall an OSI 6"
diameter Biotube, or equal, inside the new 1,000-gallofi tank's effluent line. The
housing is to be 36" high with a cartridge length of 28", using SDR 26 PVC piping.
Use a 6" tee for the tank discharge and reduce to 4" outside tank to trench
system.
Piping from the home to the tanks will be 4" SDR 35 PVC laid at a minimum of 1%.
Insulate liners with less than 42" of cover or in uninsulated crawl spaces.
Minimum depth is 3.5' for all piping. Install cleanouts at 100 foot intervals (min)
between house and septic tank and tank and leach field. Use standard 2" Blue
Board insulation placed 6" above the pipe and laid on a flat bedding surface if
less then 3.5.' of cover on all pipelines to and from the septic tanks. Install
cleanouts between the home and septic tanks.
McLaughlin Rincon Ltd. 2300 15'" Street, Suite 220, Denver, Colorado 80202 P 303-964-3333 F303-964-3355
OK s
c�
0�
r:
Area of Septic field required = A
Percolation Rate = 30 minute per inch
A=Q/5 x SR of the Perc Rate
2,730/5 X SR of 30 = 2,990 square feet
Existing system = 2,108 SF
Additional System Required = 882 SF
15.5 Sq ft per unit = 57 infiltrators
Pitkin County allowance = 50% for use of infiltrators
A- 441 SF or 29 units — rl
(If Quick 4's are used (4` 5 Quick 4's) @ (10 sq ft/unit)) us
The design will add to the existing system serving the home. This is a gravity
feed system using infiltrators and normal distribution. No pumping or dosing
system is proposed. A splitter boxes will evenly distribute flow to the trenches.
The new system will have 3 rows of 10 units for 30 units. We will use Infiltrator
Standard units. Total length of each trench is 60 feet long. Each trench will be
stepped down and offset slightly to fit the site if needed. (Infiltrator Quick 4 could
be used as well — 45 Quick 4's are required, 3 rows of 15 infiltrators in each
system). The advantage of Quick 4's is they work better on sites that require
curved rows, although this is not the case on this site.
The existing splitter box will need to be modified to allow a third pipe, for the new
tA leach field addition. A new 4" PVC will need to be installed to a new splitter box
to allow even distribution to the three new infiltrator trenches which are located
below the existing system.
Distribution line to the field from the home to the tank and in between the tank
and the trench systems shall be 4" SDR 26 PVC. Install cleanout between home
and the first tank and if any line between tank and the system exceeds 100 -feet in
length. All pipe bedding to consist of a minimum of 2" under and 6" over the pipe
of native soils with maximum sized material of V. Remove all burrs, excess
material, and other debris from drilling the perforations in the pipe. Rake trench
bottoms and sidewalls prior to installation of infiltrators. Install a splitter box
with a baffle to evenly distribute flow to each row in the system.
McLaughlin Rincon Ltd. 2300 le Street, Suite 220, Denver, Colorado 80202 P303-964-3333 F303-964-3355
System location to be field determined to reduce tree and vegetation removal, site
conditions, and maintain setbacks. Contour the trenches to fit site conditions and
the topo of the site. Trenches are to be 10' apart. Minimum depth= 12";
maximum depth = 36" to top of infiltrator. Install access ports/vents on each row
of trenches. Use collar on vent as it penetrates the infiltrator to insure pipe does
not drop into infiltrator. Move vents on existing system to end of additional rows
to be added.
Trenches to be with in 2" of level across the entire length of each row. install
splash platers under the entry and exit piping at each end of each row of
infiltrators. (Splash Plate - 1' Wide and 18" Long).
Adjustment~ to fit existing site contours and conditions may be made per
approval of the engineer and homeowner. Minimal tree and vegetation is to be
disturbed during installation. The engineer shall finalize elevations of the tank
and trenches in the field. Installation and operation shall be approved by the
engineer prier to final acceptance.
Owner is recommended to pump the septic tanks at 2 -year intervals and change
the Biotube at the same time. Landscaping and watering us on top of septic field
shall be minimized or eliminated. Owner is to pump the existing tanks as part of
the permit for the new system.
System must meet all Pitkin County ISDS requirements and MRLtd. design
standards and must be inspected by MRI -td. and Pitkin County prior to Final
Approval. Provide adequate notice for inspections. We will both need to inspect
the tank installation, distribution piping, new infiltrators, splitter box. See
attached ISDS Completeness form for more information on installation
requirements and information needed for asbuilts. The contractor or installer is
responsible to supply the Design Engineer and County with asbuilt information
prior to final acceptance.
G. Dean Derosier, P. E.
gdd\MeiselDGN
McLaughlin Rincon Ltd. 2300 le Street, Suite 220, Denver, Colorado 80202 P 303-964-3333 F303-964-3355
F
Pitkin County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search
Clerk & Recorder Reception Search
Basic Building Characteristics I Tax Information
Parcel Detail I Value Detail I Sales Detail Residential/Commercial Improvement Detail
Land Detail Photographs
_Tax Area Account Number Parcel Number IFMill Levy
009 R006253 264334100002 26.363
Owner Name and Address
MEISEL LEE B & DEBORAH A
5829 WINDSOR TERRACE
BOCA RATON, FL 33496
Legal Description
SUB:WHITE HORSE SPRINGS BLK:1
LOT: 10
Location
F7 Physical Address:
2222 MCLAIN FLATS RD ASPEN
Subdivision: 11WHITE
HORSE SPRINGS
Land Acres:
6
C Land Sq Ft:
FO—
Property
Property Tax Valuation Information
Actual Value Assessed Value
Land: 2,750,000 218,900
Improvements: 1,401,300 111,540
17 Total:
4,151,300
330,440
Printed for Nancv MacKenzie <nancvmaco.-oitkin.co.us> 3/21/2006
Sale Date: 1112/8/2005
Sale Price: 115,350,000
Basic Building Characteristics
C Number of Residential 1
Buildings:
C Number of Comm/Ind 0
Buildings:
C
CResidential
Building Occurrence 1 Characteristics
C
E
GARDEN LEVEL BSM T:
2,551
F
FIRST FLOOR:
2,915
E
FINISHED GARAGE: IF784
C
CONCRETE PATIO:
52
OPEN PORCH:
880
WOOD BALCONY:
589
ETotal Heated Area:
C Property Class:
5,466
SINGLE FAM RES-
IMPROVEMEN
E
Actual Year Bui
11989
E
Effective Year Built: I
1992
CLast
Remodel: I
6
FBedrooms:
14F
E
Baths:
F-
E
Quality of Construction: JFV
G T 13
C
Exterior Wall:
WOOD SD GO
C
Interior Wall: JFDRYWALL
F
Floor: IFCARPET
E
Heat Type:
HT WTR B/B
Heating Fuel: JFGAS
E
Roof Cover: JFWD
SHINGLE
E
Roof Structure:
GABLE/HIP
F
Neighborhood:
WHITE HORSE SPRINGS
E
Super Nbad:
JFSTARWD AND WHS
Tax Information
Printed for Nancy MacKenzie <nancym(a-,co.pitkin.co.us> 3/21/2006
I .
IT IN COUNTY,
COLORADO
JOB n, o5tp3
DRANTI. BJM
CHEGKED:
PRINTED: 3/3/06
SHEET TITLE:
LOWER LEVEL
PLAN
05163MLISELRESIDENGE
A2.1
COPYRIGHT THEODORE K GUY
ASSOCIATE 5 PG
-\��'
UPPER FLOOR PLAN
® 1/4"= T -O"
7AT
THEODORE K GUY
A550GATE5 PG
ARGHITEGT5 AND
5TR1,10TURAL ENOINEERE
P.O. BOX 1640
73280 TWO RIVERS ROAD
BA5ALT, COLORADO 81621
PHONE (970)9213161
FAX (q 10) 971-4819
4oIT10 BLOCK 1
NHI HOUSE SPRINGS
H
IN COUNTY,
COLORADO
,JOB p: -6
DRAWN: BJM
CHECKED:
PRINTED: 33/06
SHEET TITLE:
UPPER LEVEL
PLAN
0516�5MEJ-5EE.RR'ESICEJGE
.2
COPYRIGHT THEODORE K GUY
A5500ATE5 PG
LOYeR LEVEL
1.) LIVABLE SPACE
LOWER 2432 '800 0 0
MAIN 5668
CARE TAKER -454;&0
SUBTOTAL '7448 J
t
b
ADDITION 1000,
TOTAL W/ ADDITION 8448
(2.) ROOF OV9RHANGS 4 COVERED DECK��
FORTE CACHE 5q2
SUBTOTAL. 592
TOTAL FAR
SUBTOTAL #1 8448
SUBTOTAL #2 392
TOTAL FAR 8840
(5.) UNCOVERED DECKS THAT EXCEED 50" ABOVE 6RA DE
MAXIMUM ALL-OINABLE AREA (EXCEMPT) EQUALS 15%
OF 8840 5F X .15= 1326 SF
ACTUAL AREA 154
NEW EXTERIOR STAIR TO GRADE 61
NEW EXTERIOR DECK OUT51TE OF ROOF 5
NEW ROOF DECK OVER ADDITION 935
SUBTOTAL 1175 SF
ACTUAL AREA 15 BELOW ALLOWABLE AREA
(4.) FAR 5UMMAR.Y
TOTAL ALLOkNABLE FAR 8840
TOTAL ACTUAL FAR 8840
DIFFERENCE 0 SF
ACTUAL AREA IS EQUAL TO ALLOWABLE AREA
THEODORE K GUY
A550CIATE5 PG
ARCHITECTS AND
STRUCTURAL ENGINEER5
P.O. BOX 1640
25280 TWO RIVERS ROAD
BASALT, COLORADO 81621
PHONE (q'70) q2? -316'7
FAX (q'70) q2"7-4813
DATE REMARKS
3/3/06 PERMIT SET
MEI5EL
RE51DENCE
LOT 10 BLOCK 1
WHITE HOUSE SMIN65
RANCH
FITKIN COUNTY,
COLORADO
JOS #: 05165
DRAWN: BJM
CHECKED:
PRINTED: 3/3/06
SHEET TITLE:
NEN FAR
CALCULATIONS
05163MEISELRESIDENCE
R0.3
COPYRIGHT THEODORE K GUY
ASSOCIATES PC
BATE
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APR 2 0 2006
PITO IN COUNTY EWR ;N^."�`NTAL
HEALTH & NATURAL RESOURCES
Df
C
MEISEL/TED GUY
F— 2006 ISDS ADDITION
ADDITIONS AND
AND DETAILS
TO EXISTING SYSTEM
L I
PROJECT NUMBER
06-08-01
McLAUGHLIN 111 P AABC ASPEN CO 81611
PH. 970-925-1920; Fax 970-925-1974
RINCON LTD. email mweaspen0rof.net
DESIGN: GDD
DETAIL'
CHECK:
DATE: 4/18/06
DRAWING
NUMBER I S D S -1
Df
C
RE5AR d GAP
L.S. 20151
E
CURVE TABLE
CURVE
RADIU5
LENGTH
TANGENT CHORD DIST.
BEARING
DELTA
G1
104.46'
108.98'
1 b0.04 104.11
5'1305636"N
5g04b'30"
HOUSE DETAIL - NOT TO SCALE
THEODORE K GUY
A550CIATE5 PG
ARCH ITECT5 AND
STRUCTURAL ENGINEERS
P.O. BOX 1640
23280 TWO RIVER5 ROAD
BA5ALT, COLORADO 81621
PHONE (Q"fo) 927-316"1
FAX (q70) q27-4813
DATE REMARKS
3/3/06 PERMIT 5ET
ME15EL
RE5IDENCE
LOT 10 BLOCK 1
WH ITE HOUSE SPRINGS
RANCH
FITKIN COUNTY,
COLORADO
JOB #: 05163
DRAWN: BJM
CHECKED:
PRINTED: 3/3/06
SHEET TITLE:
51TEPLAN
05163MEEE1 RE5IDENCE
Al*l
:,OPYRIGHT THEODORE K GUY
455OCIATE5 PC
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