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ASPEN*PITKIN
ENVIRONMENTAL HEALTH DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. 7 3o S�a C
J'Cl�es /fie �_-X fd AgA-) Pe/C' duw
TYPE OF PERMIT: t
'3- 1,53 -J/- 00f
D - J2.39(0
0161nitial Coestrwtion ( Iraserganry Use ( )Rope![ MDrk.(Piavioua Permit 1 .) ( )Alteration of an existing system,
of installation (Previous Permit 1 .1
( )Use Permit as a result of sola ( )Oehort
ISSUED TO:
DATE OF ISSUE. C�
Owner to C � f lu ine Gre¢v1S par% Home Phone 9 ZS Z �Z6 Business Phone
Mailing
e(&'r Phone—,?,? 7 - 4144
Mailing
Address
Sewage Disposal System Work to be performed by a .j&4q uoctf-/'
/ /� Cio/P'4..
This permit valid only for premises location by tho-foll1o1��wing legal daveriptloas T&( 06 PLO J --k k1:sr4A o<,a d,l.l LA
toot Site ,�6t«S MATER suPPLT.it!Y1','V ln.'f1�E"L AVENGE PERCOLATION LtATEI I/1 c
nn L_� LL���� 7
This Individual Sewage Disposal Permit is granted with regard to the following user KZS'd..,o q Z em -W lu s�L1
Mtssber oft Dodicew _ tofts� Garbage Disposals Dishwashers / Clothes Washors /
CALCULATED AVERAGE DAILY WASTE LAAO kC CO GALIAMS.
THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT:.
ype of Tank at Treatment Units sop foL Tank. Capacity I Z�G Fallon Minimum
:thud of rival Disposala/�bSut I�Vt l/ Absorptlo0 feet
.Area $guava Minimma
escrLpt ion (including brand naw. if any) of other equipment or Appurtwncasa
woo C+ r y x,14.1'1 -S iZ Ft d u P a.vNA I
)that Conditions or Specifications$
STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT:
(
fore Excavation ( )Upon completion of excavation and prior to plseawnt of gravel
7-27 C pl-
YAPrior to backfill of any component ( )Other. Specify$
( )Before cowering distribution
system of absorption field
Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Permission
is hereby granted to tlic owner or his agent, to perforn the work indicated above in accordance with the Pitkin County Individual
Sewage Disposal nc.%ulations in effect on the date of issue. In addition to general provisions act, forth on the reverse hereof.
this Permit is suPject to the following additional terns anal conditions% .. -
APPROVED FOR ISSUE BY �� _�� ,1A L /L (title) '> P U/ 56;
Tho ahnvc individual acvago disposal ayatcm installed by '.(�fb(eQ4)t.A
has been Ln::Pcctcd Lor use by . rcproscntativc of the Ael:en Pct un Caw ronmrut Ilea t. rpar It. Tfte uvnuc asnumoa
Vc-nponsibility in case of failure or inadequacy of thiv ucvayo disposal system. Complete as Lit drawing attached.
DATE OF FINAL INSPECTION
/% BY: Id4k.0<,C-�!/`-"C,LI.. TITLE.__
1,Y /i(4 130 South Galena Street Aspen, Colorado 81611 303/920-15070
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ASPEN*PITKIN
ENVIRAMENTAL HEALTH DEPAR-SENT
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT
Name of OWNER Jack & Elaine Grdensp., PHONE 303 925-2726
Address Of OWNER P.O. Box 368 Woody Creek C.0-9-1656
Name of APPLICANT Jack & Eliane Greensnan PHONE az7-a7a�
,,dMIT TO EES (4)Picked Up • ( )Mailed tot , TYPE OF PERMIT$ %)New Installation ( )Repair
(xj Owner ( )Applicant ; )Emergency Ose ( )Alteration NOT dw to failure
Description Tract # 6 P.U.D. White 'Star Ranch Sshdivicin
Block Filing subdivision White Star _Hire of Lot 9.074 acres
()Vsingle Family Dwelling ( )Others Do you plan any further additions to the
residence? (})YES ( )NO
of bedrooms 4 No. of Lofts 0 No. of Garbage Disposals 1 Vo: of Auteaatic Dishwashers 1
of Aetanatfe Clothes Mashers 1
M SUPPLY$ ( )Private well, Depth or ( )Public, Name of SystcnWhi e S a� Cnmmnn ayaLQm
( )Spring W•-` M 4 h , Lyp{
( )stream or Creek
(!()Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound
( I"cling, potable use ( )Reeyelin4, other use ( )Vault Privy ( )Other•
he'Initial site inspection must be arianged with the Aspen/PStkin'Environmental Health Department 4925-2020, 600-9:30 a.m.)
Ccfore a permit can be issued. The individual savage disposal permit must be issued before • building permit can be obtained.
FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITAIH ENVIRONMENTAL HEALTH DEPARTMENT PRIOR To BACKFILLING ANY PORTION
F THE SYSTEM.
Application for an individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information
Ss true and that false information will invalidate the application and any subsequent Permit.
signature of Applicant DATE I W r'?
(This application becomes. Invalid 12 aenths from the above date.)
NOTE: PLOT PLAN must be filed with this application.
Please locate the following items by measured distances:
1. Property lines and dimensions.
2. Proposed and existing water wells on subject property and
adjacent property. ,
3. Domestic water service lines.
4. Proposed and existing buildings, driveways, and other
• structures.
S. Streams, lakes, ponds, irrigation ditches, and other water
courses.
6. Proposed and existing individual sewage systems on subject
property. - J
SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO
BE CHANGED FROM ORIGINAL PLAN.'
The undersigned hereby acknowledges receipt Of this Individual sewage disposal permit application and a� permit fee in the amour-
OCJ pp
o! S � 5 Q Receipt Number DO (� � � Dace Fee Received % - (� - 93 , -by 1'�`" C e�
Administrative officer
3 130 South Galena Street Aspen, Colorado 81611 303/920-6070
Nelson Environmental & Wastewater Solutlons� Ltd
E
W October 29, 1993 �` ✓ �`1
S Mr. Joe Zanin
Zanin Construction
0308 McSkimming Road
Aspen, CO 81611
Subject: Soils Reevaluation and Additional Percolation Test for Individual
Sewage System Design for the Greenspan Residence on Tract 6 Second Amended White
Star Ranches, numbered as 0115 Meadowlark Lane
Dear Joe,
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed
another soils study and percolation tests to design a seepage pit septic system
for the proposed residence. We conducted this study in accordance with Section
4-5 of Pitkin County Regulations on Individual Sewage Disposal Systems. We have
based our recommendations on the subsurface conditions encountered. Please
furnish this letter to the Aspen/Pitkin Environmental Health Department at your
earliest convenience to obtain a permit to construct this individual sewage
system.
Proposed Construction:
The residence is to be a three bedroom, three and 1/2 bathroom house with a
detached studio/workshop. There may be a future caretaker unit added to the
workshop building.
Site Conditions:
The property is approximately 5 acres in size. The drinking water is to be
provided from the subdivision water system.
The building site is on a lot located behind the W\J Ranch in Woody Creek. About
50%,of the lot is covered with oak brush, sagebrush and grasses. The lower part
of the lot is irrigated hay field.
The ground surface of the upper and lower benches, which appear natural
throughout the proposed area of building and within the site of the absorption
field, slopes to the Southwest at a 20% grade. This slope rises about 60 feet
above the driveway area in this area, and is about 400 feet in depth.
There are several irrigation ditches in the area. Some of these are proposed to
be rerouted and lined. The cutting and filling of the rudimentary access drive
has begun.
Subsurface Conditions:
A soil profile pit, within the proposed seepage pit absorption area, was
excavated to a depth of approximately ten feet. The profile excavation was done
about twenty feet above the access road. No groundwater was encountered and
bedrock was not present within eighteen feet of the surface of the ground. There
7 P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
Greenspan Residence
Soils Reevaluation and Percolation
Test for Individual Sewage System Design
Trace 6, White Star Ranches, 115 Meadowlark Lane
October 29, 1993
Page 2
was some gravel and cobble intermixed with the soil matrix from four feet to ten
feet down, with diameters ranging from six -inches closer to the surface to two
or three feet in the deeper portions of the profile pit excavation. The top five
feet of the excavation was primarily a clay which exhibited smearing and
compaction from the earthmoving equipment.
The subsurface soil conditions were evaluated with the standard percolation test
procedure at the approximate location shown on Figure 1. The test hole was
excavated by hand in the bottom of the profile pit. The subsoil in which the
percolation testing was run, consisted of sandy clay and gravel. These sandy
clays were well consolidated, and showed little tendency to swell.
Percolation Testing:
Percolation testing was performed in the proposed absorption trench area
southwest of the building site. The shallow hole was hand dug in the bottom of
a backhoe excavation to a depth of approximately 137 inches. We pre-soaked the
percolation test hole by adding water approximately four hours before beginning
the percolation test. There was no water remaining in the percolation test hole
after each of the initial presoaking periods.
The results of the percolation testing are presented in Table I. These results
indicate the sandy clay subsoil has a percolation rate of 16 minutes per inch at
a depth of approximately 10 feet. This soil is considered acceptable for a
conventional infiltration seepage pit design for the on-site sewage system.
Limitations: This report has been prepared in accordance with generally accepted
practices in this area for use for sewage disposal design purposes. The
conclusions and recommendations submitted in this report are based upon data
obtained from our site visits at the location indicated. There is some
possibility that the nature and extent of variations in the subsurface soils
across the site may not have been evident at the time of this investigation, and
may need additional evaluation if further excavation reveals conditions different
from those described. This office should be advised of any unusual situations
as soon as possible so we may reevaluation of our recommendations.
If you have questions or if we may be of further assistance, please call the
office.
Sincerely,
A;,
Robert F. Nelson
President
Reviewer
Nelson Environmental & Wastewater Solutions, Ltd
E
W
S
TABLE
PERCOLATION TEST RESULT FORM
Length
Depth at
Depth at
Average
Hole Hole of Interval
Start of
End of
Percolation
No Depth(in) (Minutes)
(Inches)
(Inches)
Rate(Min./Inch)
*1 137
5
113/16
11/2
6
1 1/2
1 1/4
(refill)
6
23/8
1 7/8
6
1 7/8
1 11/16
(refill)
6
27/16
23/16
(refill)
6
23/4
27/16
6
27/16
21/8 16
*Percolation test run at the bottom of profile pit 10' 7" deep.
Greenspan Property - Tract 6, White Star Ranches Subdivision
0115 Meadowlark Lane
Date of Percolation Test: 10/27/93
6 P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
•
Nelson Environmental & Wastewater Solutions; Ltd
E
W Property Address: 0115 Meadowlark Lane
S Legal Description: Tract 6, White Star Ranches
Property Owner:
0
Name Elaine and Jack Greenspan
Address
Phone 925-2726 & 925-5310
Contractor: Excavating Contractor:
Name Zanin Construction
Address 0308 McSkimming
Aspen, CO 81611
Phone 925-7671
Saturation and Swelling
o Smeared surfaces removed X Yes
o Gravel Added X Yes '1'o a 3" Depth
o Date and Time presoak water added
10/27!93 0 12:15 p.m.
o Date and Thue presoak water added
10/27/93 (& 5:15 p.m.
o Amount of presoak water added
15 gallons
o Water reni"u rg in holes after presoak?
Hole 1: Yes X No
Percolation Rate Measurement
Hole l: 16 nrinutes/inch
AVERAGE 16minutes./inch
Name Stutsman-Gerbaz
Address 755 Gerbazdale Dr
Gerbazdale, CO 81611
Phone 923-2734
Groundwater:
o Not Encountered to 11 ft.
u Eslilualed depth to high seasotml
water if not encountered- 80 feet
o Is area believed to be subject to
seasonal fluctuations which could
result in a seasonal water table?
_ Yes X No
Slope In aAzorption arra
20% to the WSW
Bedrock
o Not Encountered
o Estimated depth if not encountered
o Type of bedrock:
Sandstone X Claystone
Siltstone Other:
Fractured Weathered
u Is bedrock believed to be penneable?
Yes No N/A
I certify that the above information is correct and complete to the best of my knowledge
and that all tests were performed in accordance with the provisions of Pitkin County
Individual Sewage Disposal Regulations, Section 4-5.1 through 4-5.7.
Robert F. Nelson
President
by:
w , (f
fond, P.E.
Gordon, Meyer
P.O. Boz 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303)
0
FIGURE 1 -
Greensoan Residence/
- ! T SAO
„-iidF�l- is
P�PoSea
[CM
0 0
N! lson Environmental & Wastewater Solutions RA
W August 9, 1993
SMr. Joe Zanin
Zanin Construction
Aspen, CO 81611
IY AUG 91993
—
ENVIRONMENTAL HEALTH
ASPEN/PITKIN
Subject: Soils Evaluation and Percolation Test for Individual Sewage System
Design for the Greenspan Residence on Tract 6 Second Amended White Star Ranches,
numbered as Meadowlark Lane
Dear Joe,
As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a
soils study and percolation tests to design a septic system for the proposed
residence. we conducted this study in accordance with Section 4-5 of Pitkin
County Regulations on Individual Sewage Disposal Systems. We have based our
recommendations on the subsurface conditions encountered. Please furnish this
letter to the Aspen/Pitkin Environmental Health Department at your earliest
convenience to obtain a permit to construct this individual sewage system.
Proposed Construction:
The residence is to be a three bedroom, three and 1/2 bathroom house with a
detached caretaker unit and studio/workshop.
Site Conditions:
The property is approximately 5 acres in size. The drinking water is to be
provided from the subdivision water system.
The building site is on a lot located behind the W\J Ranch in Woody Creek. About
50% of the lot is covered with oak brush, sagebrush and grasses. The lower part
of the lot is irrigated hay field.
The ground surface of the upper and lower benches, which appear natural
throughout the proposed area of building and within the site of the absorption
field, slopes rather gently to the Southwest at a 5% grade. In between the
benches is a steeper hillside, sloping at approximately 25%. This slope rises
about 60 feet above the driveway area and is about 400 feet in depth.
There are several irrigation ditches in the area. Some of these are proposed to
be rerouted and lined. The cutting and filling of the rudimentary access drive
has begun.
Subsurface Conditions:
A soil profile pit, within 40 feet of the proposed absorption area, was excavated
to a depth of approximately ten feet. The profile excavation was done about
thirty feet above the access road. No groundwater was encountered and bedrock
was not present within eight feet of the surface of the ground. There was some
gravel and cobble intermixed with the soil matrix from four feet to seven feet
down, with diameters ranging from six -inches closer to the surface to two or
/ P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
/v
Greenspan Residence
Soils Evaluation and Percolation
Test for Individual Sewage System Design
Trace 6, White Star Ranches, Meadowlark Lane
August 9, 1993
Page 2
three feet in the deeper portions of the profile pit excavation.
The subsurface soil conditions were evaluated with the standard percolation test
procedure at the approximate location shown on Figure 1. The test hole was
excavated by hand in the bottom of the profile pit. The subsoil in which the
percolation testing was run, consisted of sandy clay. These sandy clays were
well consolidated, and showed little tendency to swell.
Percolation Testing:
Percolation testing was performed in the proposed absorption trench area
southwest of the building site. The shallow hole was hand dug in the bottom of
a backhoe excavation to a depth of approximately 120 inches. We pre-soaked the
percolation test hole by adding water the evening before and approximately eight
hours before beginning the percolation test. There was no water remaining in the
percolation test hole after each of the initial presoaking periods.
The results of the percolation testing are presented in Table I. These results
indicate the sandy clay subsoil has a percolation rate of 32 minutes per inch at
a depth of approximately 10 feet. This soil is considered acceptable for a
conventional infiltration design for the on-site sewage system.
Limitations: This report has been prepared in accordance with generally accepted
practices in this area for use for sewage disposal design purposes. The
conclusions and recommendations submitted in this report are based upon data
obtained from our site visits at the location indicated. There is some
possibility that the nature and extent of variations in the subsurface soils
across the site may not have been evident at the time of this investigation, and
may need additional evaluation if further excavation reveals conditions different
from those described. This office should be advised of any unusual situations
as soon as possible so we may reevaluation of our recommendations.
If you have questions or if we may be of further assistance, please call the
office.
Sincerely, 1 viewed By:
. J�A
Robert F. Nelson aHammond, P.E.
President Sc ueser, Gordon, Meyer Engineer
Nelson Environmental & Wastewater Solutions Ltd
E
W TABLE I
S
PERCOLATION TEST RESULT FORM
Length Depth at Depth at Average
Hole Hole of Interval Start of End of Percolation
No. Depth(in.) (Minutes) (Inches) (Inches) Rate(Min./Inch)
1 120 20
5
5/8
4
15/16
10
4
15/16
4
3/8
10
4
3/8
3
13/16
10
3
13/16
3
5/16
10
3
5/16
3
32
Greenspan Property
Tract 6, white Star Ranches
Date of Percolation Test: 8/8/93
/ P.O. Boz 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
I
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0
U)
10
co
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o
3
Pr
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m
m
m
0
m
10
•
Nelson Environmental & Wastewater Solutiones Ltd
E
W Property Address: 0100 Meadowlark Lane
S Legal Description: Tract 6. White Star Ranches
Property Owner:
Name Elaine and Jack Greenspan
Address
Phone 925-2726 & 925-5310
Contractor: Excavating Contractor:
Name Zanin Construction Name Aspen Earthmovina
Address Address 24850 Highway 82
Aspen, CO 81612 Basalt, CO 81621
Phone 379-0563 Phone 927-4474
Saturation and Swelling
o Smeared surfaces rernoved 'n' Yes
o Uravel Added X Yes '1'o a 3 or 4" Depth
o Date and Time presoak water added
V9193 0- 7:15 p.m.
o Amount of presoak water added
10 gallons
o Water remaining in holes after presoak?
Hole 1: Yes X No
Percolation Rate Measurement
Hole 1: 32 minutes/inch
AVERAGE 32minutes/inch
Groundwater.
o Not Encountered to 10 ft.
u Estimated depth to high seasonal
water if not encountered- 80 feet
o Is area believed to be subject to
seasonal fluctuations which could
result in a srdsonal water table-(
_ Yes X No
Slope In absorption area
10% to the WSW
Bedrock
o Not Encountered
o Estimated depth if not encountered -100 flet
o Type ofbedrock:
Sandstone X claystone
Siltstone Other.
Fractured Weathered
u is bedruck believed to be permeable?
Yes _No N/A
I certify that the above information is correct and complete to the best of my knowledge
and that all tests were performed in accordance with the provisions of Pitkin County
Individual Sewage Disposal Regulations, Section 4-5.1 through 4-5.7.
�
Robert F. Nelson
President
13 P.O. Box 6%1 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
0 0
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Parcel Detail • • Page I of 3
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 I Residential/Commercial Improvement Detail
Land Detail I Photographs
Tax Area Account Number Parcel Number I2007 Mill Levy
007 R012396 264315301001 JE 23.69
IALESTON US INC
'I BROOKSIDE DR
3REENWICH, CT 06830
Owner Name and Address
Legal Description
SUB: WHITE STAR RANCHES LOT:6 DESC:
TRACT 6 WHITE STAR RANCHES
SUBDIVISION ACCORDING TO THE 2ND
AMENDED PLAT OF WHITE STAR RANCHES
SUBDIVISION & PUD IN PL BK 20 PG 65
Location
Physical A
1115 MEADOWLARK LN ASPEN
Subdi
1WHITE STAR RANCHES
Land
19.07
Land Sq Ft:
0
2008 Property Tax Valuation Information
Actual Value Assessed Value
Land:1 4,750,000 378,100
Improvements: 11 2,798,90011 222,790
Total: 11 7,548,900 1 600,890
Sale Date: 3/13/2008
http://www.pitkinassessor.org/assessor/parcel. asp?ParcelNumber-264315301001 7/14/2008
Parcel Detail 40 6 Page 2 of 3
11 Sale Price: 118,116,667 11
Basic Building Characteristics
Number of Residential Buil din s: 2
Number of Comm/Ind Buildings: 0
Tax Information
Tax Year
Residential Building Occurrence 1 Characteristics
Amount
FIRST FLOOR:
5879
FINISHED GARAGE HE
11,008
2ND FLOOR:
1,273
Total Heated Area:
4,152
Property Class:
SINGLE FAM RES-IMPROVEMEN
Actual Year Built:
1994
Effective Year Built:
1994
Bedrooms
F4 -
Baths:
Baths:
4.5
Quality of Construction:
V G T 13
Exterior Wall: I
STONE VEN
Exterior Wall:
WOOD SD GO
Interior Wall: 1FDRYWALL
Tax Amount I$11,336.32
Floor: IFWOOD
IF-
Floor: I
FLAGSTONE
Heat Type:
RAD WATER
Heating Fuel: IFGAS
Roof CjjE
CEDAR SHAK
Roof Structure:
GABLE/HIP
Neighborhood: IFWFITE
STAR RANCH
Super Nbad:
STARWD AND WHS
Tax Information
Tax Year
Transaction Type
Amount
1997
Tax Amount
$3,896.44
1997
Tax Payment: First Half
1997
Tax Amount
$4,287.82
1997
Tax Payment: First Half
1997
Tax Payment: Second Half
1998
Tax Amount
$8,029.94
1998
Tax Payment: First Half IF
($4,014.97)
1998
Tax Payment: Second Half IF
($4,014.97)
1999
Tax Amount I$11,336.32
IF-
http://www.pitkinassessor.org/assessor/parcel.asp?ParceINwnber=264315301001 7/14/2008