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- ASPEN&PITKIN `1
�3 - 3 yi
ENVIR6NMENTAL HEALTH 13EPA�hAENT
INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. g l!lJ C
TYPE OF PERMIT:
( inttial Construction ( IEmergancy use ( )Repair Work,(Pfovicus Permit 1 .) ( )Alteration of An existing system,
r installation (Previous Permit 1 .)
( )Use Permit as a result of Sale ( )Othor,
ISSUED TO: DATE OF ISSUE
PhoneW7"337f Business Phone
Mailing
Address
PTail,ing f
Address
Sewage Disposal System Work to be performed by Qldl(If2
This permit valid
/� only
for promises location by the following legal de/e'erlptionstjA&/ OF
LOT StbE I+
AC e,675 WATER SUPPLY Q 0/ I I �t1 f , AVERAGE. P'EERCOL1TIO4 RATE N
_ This Individual Ssvayo Disposal Pcrmlt is granted vl[h regard to the following usce 9/Alf, a- L
Nmabor of, Dodreoms _-, Lofts 0_ Garbage DisposalsDishwanhersClothes Washers
CALCULATED AVERAGE DAILY WASTE LOAD �� GALLONS. .
THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: /�j��
Ty;,e of Tank ac Treatment Units &—r li - Tank capacity_ /Ox __Callon Nlnlmua
rlcrhod of Final Disposals SEEPAGE �eD Absorptloq Area /.LomU square Feat minimum
Description (including brand name.. If any) of other equipment or appu[tnapccas
Ut/IVE
other Condltions or Specifieationes
EDGE oG Bt,0 Mdsr BE 41 71MES �/E/GHT OG �0i10 e IJT MIX �,20M
WE57-
STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT:
( )Before Excavation (/AUpon cor..pletion of excavation and prior to pieeement of gravel ( )Befot'e covering distribution
/A system of absorption f-cld
(
for to backfill of any component l )Other, Specify,
Plans and specifications of the proposed sovage disposal system have born reviewed and are considered satisfactory. pe-rnlnsi.on
is hereby gr.v,trd to the owner or his agenr. to perform the work indicated above in accenWnee with the. Pitkin County individual
Srwage Disposal Re•miations in effe,t on ttic date of issue. In addition to general provisions act tort, on the, reverse heteci,
this Ntrmit is sub)ect to t1m folloving additional terms and conditions:
APPROVED FOR ISSUE BY (title)
Thr elxwe Lmlivtdoal nC%Iallt) dlsPo .Al systam installed by
t hen been In :pr C[ed Lor, use by a rcprrecntAtive of the Ani:Ca 1`it in tnvir(-n: w'nW
rc::Puns.bllit in case of failure or Irtivacy o this acw c diayosal system.
yPAP,T1Au l/WCs-_TioA/ 7-2�-f38 ✓ L/
DATE 0' FIN IN'P ;TION _
0 -South Galena Street / Aspen, Colorado 81
Iteolt : De9aruncnt, Tl,e nwnur
ComPletu as -built drawing ett
L /
TITLEl�//�ifQylQ>(l D L
611 303/925-2020
ASPEN*PITKIN
ENVIRONMENTAL HEALTH OEPAR ) MENT
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT
Name of OWNER
Address of OWNER �1X� L4EAL3 t (6. 61
Name of APPLICANT -s'IVA cc D K
PHONE 927- 3378
C�
PHONE OI Z-7 - 3.37'3
PERMIT TO BE: ( )Picked Up (�1 Sled tot TYPE OF PERMIT: Nev Installation
( DVller ( )Applicant ). l )Emergency Use
LOCATION OF PROPOSED SYSTEM, '' !SEE AA—r^7A✓VGc` HC I' L� &A�
Legal Description as F_ V&N l 4A:Ls '-X A&4(-)!
ri
TYPE OF STRUCTURE.: Single Family Welling ( )Other,
Subdivision
( (Repair
( )Alteration NOT due to failure
)F- c4Z60yr..ad.l— 0FIC (
Size of Lot I+ acres
Do you plan any further a Sons to the
residence? ( )YES NO
No. of bedrooms_ No. of Lofts me. of Garbage Disposals V No. of Automatic Dishwashers ) _
NO. of Automatic Clothes Washers I i
WATER SUPPLY: ( )Private Well, Depth or !,PUblie, Name of System n CE �V OAK -S
( )Spring
( )Stream or Creek
TYPE F INpIVI DU AL SEWAGE D15POSAL SYSTEM PROPOSED:
( Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineretion Toilet ( )Hound
( )Recycling, potable Beu( )Recycling, other use ( )Vault Privy ( )Other.
The initial site inspection must be arranged with the Aspen/Pitkin Environmental Ileal th Department 1925-2020, 8:70-9:30 a.m.)
before a permit can be issued. The individual sewage disposal permit must be lssucd before a building permit can be obtained.
FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPE PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION
OF THE SYSTEM. f//
plication that ana individual cion will llspos lid ate hisaherebye app [submitted.ion and The undersiint per..d acknowledges Gthat the above information
Is
t.
Signature of Appl cant DATE ,ff 2O
(This application becomes. invalid 12 months from the above date.)
VOTE: \ K;01. 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.
SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO
BE CHANGED FROM ORIGINAL PLAN.
The undersign d hereby acknowledges receipt of this indlvlduel sewage dlspopal po rnic a lleetion and
bbya permit Al in the amount
7 Receipt Number Date Fee Received !pJ`jL�r- /D
of S��J�Ci.— - Administrativo Officer
130 South Galena Street Aspen, Colorado 61611 303/925=2020
ASPEN40PITKIN
ENVIRONMENTAL HEALTH DEPARTMENT
FIELD TEST DATA SHEET
Legal decription:
SE✓EA/
Name of Owner:
Address:
(# & st. / p.o. box) (city) (state) (zip)
Name of Agent:
Water Supply: Public Utility_ Subdivision Private Well_
Lot Area: I 'L✓ Distance to Nearest Surfa a Water /ft.
-14
Dates observations Made: Soil Borings: bye il/
Percolation Tests: y -
SOIL BORING TESTS
t 3t; - 'S
PERCOLATION TESTS ! l) C- j
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PERCOLATION TESTS ! l) C- j
Average Rate: minutes/inch
Plan of the site on the back
Date Signature i/�✓ BOB NELSON
NELSON
ASPEN/PITKIN
<7 SANITARIAN
130 S. GALENA
ASPEN, CO 81611
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Average Rate: minutes/inch
Plan of the site on the back
Date Signature i/�✓ BOB NELSON
NELSON
ASPEN/PITKIN
<7 SANITARIAN
130 S. GALENA
ASPEN, CO 81611
' FEB I Q 1987
Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
PO BOX 10835
ASPEN, COLORADO 81611
(303) 825-6020
February 16, 1987
Herb Klein
201 N. Mill St.
Aspen, CO. 81611
RE: 1041 Geologic Study -- Condit Property
Dear- Mr. Klein:
I have completed my geologic investigation, far purposes of
House Pill 1041, of the appro>:imately cine acre parcel
situated in the NW 1/4 of the NE 1/4, 5-ec. 34, T 8 S, R Be, W,
of the Si:.th P.M. The lot lie=_ at the base of a steep
hillside, approximately 1/4 of a mile east of Highway 13' as
shown on the accompanying map. This is within the Mount
Sopris 7 1/2 minute quadrangle, Pitkin County, Colorado.
The topography of the site varies from gently to moderately
west sloping terrain covered with sagebrush, pinion, and
other dryland vegetation, but with patches of scrub oak. The
hillside behind and to the east of the homesite is steep with
several quilies eroded into the face. The building site is
located very near the center of this lot, where slopes varied
from 57. to 15%. Although the U.S.G.S-1 topographic mapping
suggests fairly steep slopes on this site, my site specific
investigation determined that the arealof the site between
the proposed homesite and the existing roadway has slopes in
the range of 15%.
The geology of the site consists of colluvium, derived from
the steep hillside above, overlying the Pennsylvanian -Permian
age Maroon Formation. Outcrops on the hillside above the
homesite include the Entrada Formation, the Morrison
Formation and the Dakota Sandstone of the Mesozoic Era which,
in this general area, dip approximately 30 degrees to the
north. The colluvium consists of reddish -tan clays, silts,
sands and angular fragments of sandstone.
The only geologic concerns for this building site are the
possibility of hydrocompactive soils in these colluvial
materials, and rapid runoff from the hillside to the east.
This rapid runoff appears to largely flow around the homesite
to the south where there is an establiished depression;
however, the rear of the home should be landscaped in a
positive fashion so as to completely direct drainage around
Q
February 16, 1907
Condit Property
Paoe Two
the home to either side, but mostly toward the south. This
should be accomplished by a net positive relief of as little
as three feet behind the home. The Fydrocompactive potential
of the soils can be routinely mitigated through the proper
use of a soils engineering study at the site specific level.
This engineering study should also address a perimeter
drainage system around the base of the foundation which
daylights toward the west,.
In my opinion, these are the only
can affect this homesite well away
If there were to be some rock:fall
avalanching is not likely at this
elevation and very small catchment
should not be affected, especial)
landscaping recommended to divert
homesite.
two g ologic concerns which
from the base of the hill.
or mi or snot. sliding (true
site because of the low
area), the proposed home,
y in iew of the positive;
surficial runoff around the
Access to the site should be fairly eas
eyisting subdivision road with no signi
necessary. Water will be available thr
already developed by the subdivision,
through the use of a septic system and
field in what I judge to be acceptably
sufficient depth to bedrock. The Pitki
Engineer should be consulted for his s{
recommendations. If there are further
not hesitate to contact me.
encl.
NLlclk
y to obtain off the
ficant road cut
ough the system
Waste disposal will be
accompanying leach
permeable soils with
n County Sanitation
ecific
questions, please do
sincerely,
Nicholas Lampiris
Consulting Geologist
MEMORANDUM
TO: Francis Krizmanich,Planning Department
FROM: Bob Nelson, Department of Environmental Health
DATE: March 26, 1987
RE: Condit 1041 Geologic and Wildlife Hazard Review
This department has evaluated the proposed water supply system,
sewage disposal system, and other anticipated health or environ-
mental implications of the referenced development in order to
determine compliance with Colorado Department of Health regula-
tions, local regulations, and those requirements of the Pitkin
County Land Use Code under our jurisdiction. We offer the
following review comments for your consideration:
1. WATER SUPPLY
Water is to be supplied from a well which is located in the
Crystal River alluvium of the stream bed, and already serving the
other houses in the Seven Oaks Subdivision. We are familiar with
the water supply and have found it in compliance with Colorado
Department of Health requirements.
The system consists of a properly sized and constructed well
producing at a rate of 50 gallons per minute. The water is then
disinfected with chlorine and pumped uphill to a water storage
tank of 8000 gallons. It then is distributed to the twelve lots
through two-inch water mains. We consider this to be a good
rural water system which should provide a dependable water
supply. A sufficient quantity of water meeting bacteriological
and chemical standards, and supplied at adequate pressure is
therefore available to this proposed house for domestic purposes.
The subdivision homeowners' association should submit a document
to the Planning Office indicating a willingness to serve this
proposed building site. We think it is important to demonstrate
that there is an agreement between the applicant and the owners
of the water system that the house will continue to be a part of
the water system and share in the cost of repair and maintenance,
even though it may not be a formal part of the legally created
homeowners' association.
2. SEWAGE DISPOSAL
The proposal indicated that the on-site wastewater disposal
system is to be a conventional septic system, designed to comply
with County standards. The other houses adjacent to the property
Condit 1041 Review
March 26, 1987
Page 2
already are served with standard septic systems and conditions
were found suitable.
Further, the soil type of the lower one-half of the lot as
indicated on the Soil Conservation Service maps is Type 29F
(Ansari-Arie-Rock Outcrop Complex) which has the following
properties and conditions influencing the design and construction
of the sewage disposal system:
1) Rapid Permeability
2) Low Shrink -Swell Potential
3) 20% to 65% Course Fragments of cobble and flagstone
4) There are some limitations to the installation of septic
systems due to a shallow depth to bedrock and the large
stones.
The Lampiris geological investigation report submitted with the
application confirms the basic soil characteristics as indicated
above and indicates that there should be sufficient depth to
bedrock.
Therefore, it is our conclusion that, other than the potential
for the amount of course material (cobbly sandy loam and flaggy
loam) that may present some pollution hazard, the soil should be
suitable for the construction of a sewage disposal system which
will comply with the Pitkin County Regulations on Individual
Sewage Disposal Systems. If analysis shows the amount of course
material (passing a #10 sieve) in the soil exceeds more than 30%,
we may be required to request a design incorporating selected
fill material. This type of system still meets regulations, and
it should be possible to construct an engineered septic system
even under the most difficult of conditions expected in this type
of soil.
3. AIR QUALITY IMPACTS
The single-family residence is limited to one fireplace and one
stove certified in compliance with the County Resolution. We
expect no problems for the applicant to meet these limitations,
and believe that, in this case, the wood burning has little
marginal impact upon the air quality of the valley.
4. WATER QUALITY IMPACTS
With this type of soil with a high erosion hazard, it is impor-
tant that the residential construction activities should be kept
a minimum of 50 feet horizontally from the stream and revegeta-
tion should be completed prior to building occupancy. These
precautions, along with Lampiris' recommendations to control
surface runoff, should limit the amount of erosion and sediment
introduced into stream system from the construction impacts.
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,% .ttA L Ue LVit) SITUATED IN TOE NWu OF THE 'JE't OF SECTTON 34, TOWNSHIP -0 SOUTH,
.tX:G,E 88 IJEST OF THE SIXTH PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
BFGINNINC AT A POINT FROM WHENCE THE NORTH ONE-QUARTER OF SAID SECTION 34
BEADS NORTH 60°55'34" WEST 1187.24 FEET; THENCE NORTH 89031'30" WEST 262.62
F7 T TO THE EASTERLY RIGHT-OF-WAY LINE OF A 20 FOOT PRIVATE ROAD; THENCE
ALONG SAID RIGHT-OF-WAY LINE SOUTH 14'59'59" WEST 50.00 FEET; THENCE AL SCG A
CI'RVE TO THE RIGHT HAVING A RADI'_S OF 474.03 FEET AN :TRC DISTANCE OF 101.:6
FEET AND SOUTH 21017'59" :ZEST 10.73 FEET; THENCE LEAVING SAID RIGHT-OF-WAY
LINE SOCTII 8903L'30" EAST 315.86 FEET; THENCE NORTH 00°29'30" EAST 153.00 FEET
TO THE POINT OF BEGINNING,
N0,
DESCRIPTION
REVISIONS
DATE I BY I CHK
ENGR.RECORD
STRUCT CHK.
ELECT. CHK,
DRAWING STATUS
CLIENT APPROVAL
APPROVED FDR CONSTRUCTION
REVISED AND APPROVED
FOR CONSTRUCTION REV
'IDN UNLESS SIGNED AND DATE
EARLIFR DATE ANDMP REVISION
21
ILS
SCHMUESER & ASSOCIATES
ENGINEERS & CONSTRUCTORS
1512 GRAND AVENUE, SUITE 210
GLENWOOD SPRINGS, COLORADO 81601
13031 945 - 5468
CONS-ilT
YiT�C/N Co, s C_�1..o,�Al�o
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