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Permit
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Please See Building and Land Use Approvals Files for additional information.
ASPEN*PITKIN
';Y6 i- aha -00 -/03
"c, + a qW-2/Z-Q3-c�
ENVIRONMENTAL HEALTHDEPARTMENT
INDIV:DUAL ZZE:A•:;E CISPO"iU. PER. NO. 203c
TYPE OF PERMIT:
XnLtial COnxruCtlen ( )Ererloncy 0"( )Repair Work,(Pisvlous Permit 1 .) f :Alterctlon of in existing system.
or inntallation (previous Permit / q
( )Use Permit as a result of Said ( )oust+
ISS171) T3:
Nailin;
Address
DATE OF ISSUE
Phone u/ / 3q2l Businees Phone
D!_ 0
0
Ag art_ NIA Phone
Address A 016,2_ �lS^% e rh 4A) Z/✓
Sewage DisYosal System.. Work to be performed by & 6A1S ,eL)(T/oA
�.y- d SEC -2I �4S&Ud
This permit wall uQon�l/Jy�LCor prco:aca location by the following legal des<rl ptiont�� OF LAAIO � ,p
LOT CIES T �o //L/q!5 WATtR Suer Ly JELL_ AVEMOE PEBCOLATlC4 MTF. 7 M( f
Tris Individual Sevago ulsposal Permit is grantee. ulth regard to the fo:loving -.na:
Mosher of, Dedicons - Lof ta_Q- Garbage Disails O Diahvashers_1_ Clothes washers
CALCULATED AVM%C;E DA1LT WASTE LOAD �s0 CALL945.
'rFFA L•. $ O. Y .EM ;:C �E PFn fIT:
n"
of Tank or Treatnent /U�nits SQ0- IC��/.q'(T�A/nK
:ncd of final D13?c3311 ilBSOe 'r/o�/t�L Abscrptiop
Criptlar. (including brand name, if any) of other equipment or App.renanccss
t�c m t
Condition! or Specificationas
MO Lit 6 -
Tank Capacity /XO _Callci Minimom
Asea .Sgctro Feet Nln!nms
STAGES REQUIRING INSPEECTION BY THE HZALT?i DEPARTMENT:
{ )Before Exvavtion l $upon coa11otion of excavation and prior Lo pjsesment of gravel efore cnvcrinT
dist-1 huelon
Xyst..m of ,tbso.ptiol `icld
0( prior to backfill of any component ( ;other. ]pecify+ bN 7_
plena anal apaCifit :e'.ons of the proposod re—no liwcsal system have h: -.n revic.,ed and %re tens;dered satl.fnctrry, Pricw'lirn
in hcrony grantrd to the orror or Mi in,•nr .o P^r!nr- the work +^.•L•ca �c•] atr•:c In a_aerdanea with arc Pitkin Ccanty .uliv is}ial
Secage oLsPosal AC-l'llatleAa in oftect on c^e nate of lonux. In m:di-.tcn t. 1 general provia.ene act forth on the reverse hereof,
this Permit is suh)oct to the fcllov;og additional tc:mslI anG con.:icionat
AFPROBED FCR T_SSUE BY� %"vim (title)
I
'rhe above inA;vl•Nel sewage disposal system 1rata11ed by 174"1 JgkS_l/t:(/(_L
nds hen lsq•ected for use by a reprrseneat,vC of rhe Anpcai:tttin _nvsrcn�:.ta
reoporaib:llty in case of ta:lure or tea..%ryuary of thin sewage diopoaal .y+tam.
DATE OF FINAL INS
I of 8BY:
130 South Galena Street
I / i
uraiu+ rcp.rimcnc, 1111 u.+nm a•.uu
C:rplcco as -built )raving attacnod.
TITLE W�C7`!,�a'G�Llll i
Aspen, Colorado 81611
303/925-2020
• ASPEN40PITKIN •
ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATION FOR &N /T�NDIVIDUAL SEWAGE DISPG3AL•PEP"MIT
Name of OrATNER _l7
Address of OWNER
!lame of APPLICAN
—=-VERMfT Tn BET ( )Picked Up
!-CAT}np OF ?POPOS ED sy"",
:e,�al Description
DAANF. 9 a 7 - 3 va
(Nailed to+ TYPe OF PERMIT+
)owner ( )Applicant .
__Lots clock...,,v
_SPP£ OF S,,VCTUAE: 9Single Family Dwelling ( lOthar+
0 New Installation
l 1Lsaergsncy Use
( )Repair
( )Alteration NOT aue to fad
subdivision size of Lot
Do you plan any farther additions to the
res idenee? ( )YES No I
- -- S6. JL Dedrxaa 3 No. of Lofts �
No. of Garbage D1s ovals r N9. of Automatic Dishwashers
MO. of Autanatic Clothes washers 1?1 3 - or 7Pub ISc,
Name of system
--y,.TEP SUPPLY: X)Privace well. Depth
(
( )Spring
f Istream or Creek - -
OF INDIVI DI AL S1i1AiiC DIS?OSAL SYSTEM PROPOS F.O+
Septic an Field ( )Aeration Plant/Absorption Field ( IC ompost i^y Tolle! f ;OL^e
( IRoeycllnq, potable use^en )Incineration To11et ( )•1=unG
- -- —
( I"'yclinq, other use ( )Vault Privy
e rmtt muse be is a•x�d before a bu.:di., erm.t can b.` octaino•a.
_.- .fye initial site Inspection must be arranged with the Aspen/PS tk in Envlronmcntel Neal ch De?artmenc (995 P<.ID, 9e79 -+s
m.
-- The in • permit can Le issued. The indlvtdual sewaoe dasp0 ai p
-''- be-or_
ENVIRONMENTAL MEALYH DEPARTY-NT PRIOR TO DACKFI":NO ANY P0AT:0N
INSPECTION APPPOVAL MUST BE GIVEN BY TME ASPEN/P
or THE SYSTEM.
- —
Application for an individual sewage disposal permit is hellcat ionnanded- subsequent permit. qned knowlMges chat the above in orna
Is true and that false intorn�tlon will inval ce she Pp OATErt —
_ - signature of Apel lea nt (This application ,ecme.. invalid l2 mntha from the above data.)
NOTE: PLOT PLAN must be filed with this application.
Please locate the following items by measured distances:
1. Property lin?s and dimensions.
2. Proposed and existing water wells on subject property and
adjacent property -
j, Domestic water service lines. driveways, and other
{. Proposed and existing buildings,
. structures.and other water
S. Streams, lakes, ponds, irrigation ditches,
courses.
6. Proposed and existing individual sewage systems on subject
Property.
SUBMIT A REVISED PLOT PLAIN PRIOR TO CONSTRUCTT_OI4 IF INSTALLATION IS TO
BE CHANGED FROM ORIGINAL PLAN.
1' O , by _ Co
The undersigned hereby acknowledges rete lot of tGh1!/ ^dlvldaaDaLewre: ReceCL'ived mai ��1e application and a penile Lae in the
cf $ 15 Receipt Number 'tT�'t ' Ada�i n:atrs clvo O['.
a) t
'130 South Galena Street Aspen, Colorado 81611 303/929-2020
•
PITKIN COUNTY ENVIRONMENTAL HEALTH
Field TesttData Sheet on Percolation Test
PROPERTY OWNER /��!/�ii%� t -IZ PHONE
MAILING ADDRESS
LEGAL DESCRIPTION OF PROPERTY
LOCATION OF TEST HOLES
Three (3) test holes required per system
Test Hole Depths (24" minimum)
Diameter of Test Holes
Water remaining after 8 hour soak
>7'/ 35 `/
•
•311 S• – –
000001
Percolation Rate Each Hole
Average Rate 7
Comments on soil or site:
Signature
71(o b . �-
Date CF—"w /��
� IwZ�ca-r►�Nr.�
DrTa
A7U21 L
-
ONC
1250 GAU-OAJ y
Nv pI e01JwTE
SFPnd- TAN f,
WUNE� fweLL
,,-S' 40USE FOOh)VATIDf
M �
- .0
•1
STANDARD BACTERIOLOGIC*ATER TEST
Colorado Department of Health
4210 East 11th Avenue - Denver. Colorado 80220
SAMPLE TAKEN: DATE 3 Z �a TIME 3 MPm SUPPLY 101'.`
CHLORINE
COUNTY SAMPLER &_1k4 0RESIDUAL N MG/L
( I COMMUNITY SUPPLY ( I ROUTINE DISTRIBUTION SYSTEM SUPPLY
( 1 NON COMMUNITY ( )CHECKSAMPLE ( ) PROCESS WATER
l IOTHER PUBLIC (✓rnaW (&TC�NOUND ( )SURFACE
(l-)<VATE ( ) SPECIAL PURPOSE SAMPLE 2 GLL
"NOTE IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL �5 lcJ
BE DISCARDED.
TOM DUNLOP
RETURN TO ASPEN/Fl-KIN
ADDRESS SANITARIAN
130 S. GALENA
CITY-STATE
SEE REVERSE FOR TIME 1_I*5FW,SW1N81WUtTiONS AND DEFINITIONS.
LAB-MIgRO 106 (Rev. 3.79) 100M �•
b
j�11
sU�ID
MEMBRANE FILTER
DIRECT I P-1
VERIFIED
ADJUSTED
COUNT. COLIFORM/100 ML
LAURYL SULFATE BROTH
24
48
FIGS
MPN COLIFORM / 100 ML I
COLIFORM PER 100 ML INDICATES
NONCOMPLIANCE WITH MINIMUM
DRINKING WATER STANDARDS.
U
JOHN C. KEPHART & CO.
GRAND JUNCTION LABORA10RE
•]i NORTH AVENUR • •NONE. E 7616 • DRANO JUNCTION. COLORADO SIMI
r
RECE1VEDrROM: Darwin Berta
L
WATER UTILITY
COUNTY
BOUNCE OF SU LY
WHERE COLLECTED
• COLLECTED BY
6
DATE SAMPLED
CHEMICAL AND PHYSICAL ANALYSIS OR POTABLE WATER
DATE ANALYZED
2/7/83
CHEMIST
B. Bauer
SUGGESTED
1116
aAMrLE .
LIMITS
ERNr,n
CHEMICAL AND PHYSICAL ANALYSIS OR POTABLE WATER
0.00
.YYY
MANDATORY
MANDATORY
NONMANDATORY
SUGGESTED
PARAMETERS
LIMITS
RESULTS PARAMETERS
LIMITS
RESULTS
TURBIDITY
nu - 5 TU
1
COLOR
,SOOBALTUNITS
o.os,Gl
eem„m 20 ca,/L
j....
5.71
0�
0.135
0
TWYMIW
ITU
Caw
16 DOWN Unlb
n-IIDD
367
ANINIW om "4/1
T,1YI N.,4. W 200
260 MWI
90
.0000
C•CO2
,,Iwo
Pn.napmm�R"
AIL.IIniW
ERNr,n
1. Wl
0.00
.YYY
um
CMclrCACO2
82.6
10001
30.5
Cmlm.
0.010 m41
Mynrium
l2e m✓t
0.00
OmmmN.n
o.os,Gl
eem„m 20 ca,/L
j....
5.71
0�
0.135
WII6rIM !'
2AR*R
alwle.
SEEN 1
4.0
0.031
Lad
a.a,,,v1
srlm
260 MWI
90
.0000
MRcurY
o.W2 mvt
Pn.napmm�R"
AIL.IIniW
mWl
0.000
go N
10"4/1
0.08
T.W AIL•IInIN
m6N
234
0.007
BM.,wm
ovi Wl
DIGWW salol
600mvI
444
D.0000
MIW.
a."mvl
ap«IRp cor,aucbrN.
MN.Ra,r
570
D1ILORINATEO HYDROCARBONS
0.17
PESTICIDES
1.
03 rn41
Emrin
0.0002 m l
M.na
DOE mvl
0.000
1.06
un6w
o.ao. mv,
COpp.
1.0 rr Wl
61.61..Ycmw
0.1 mv,
Z"N
5.0 mwl
0.395
T..r".4
ANIONS
IFNI • W
0.006 mv1
M.IYIwb,.m
wmm.,4rN
TwV11.b bP
.y1
mvt
mB•1
0.001
0.64
0.03
283
0.000
CReon.r
ewpn
m,n
0.08
4.0-NERBIcmES
C"IprIM
0.135
rluwlM
2A-0
O.t myl
0.08
wb.b
2,4,6 -TP
0.011nv1
90
WIN"
RADIOACTIVITY
CATIONS
Wor Alp".
15 oCU1
CHplum
82.6
0ro"6.N
SO pCIA
30.5
MNYN.I..
R.11um 226.226
610A
2.29
8.15
0.015
PwNu.m
soemm
p'.i
Aluminum(A1) mg/L
5.71
JI 10915510-01 MG 3001•
liOTE.: BEARING, ASE TO A �EAG�iNG�
J.P t� Ta 1, •a.
2'4�s' REC.oi:• � Ji �- >=ou1.►o U,S. �.L.o.�a.
OF 23'3t5"W FPC) M API TQZ c:o4 TO I
PP
AZ, TR r,'-4.CENTERI_1NE JF LANE TP P L A N
t-JU1aC� RER.Ac� Y L�i�
i
I MA�KEp l_S,
7734
LEGAL DESCRIPTION
Q3 ,Co o �G'%j\. A tract of land situate in Tracts 55 and 64, Townships South, Range 86 West of the 6th Principal Meridian, being more
particularly described as follows:
' - Beginning at a U.S.G.L.O. brass ca found in lace an roperly marked for A.P. 1 Tract 64; with all bearings contained
g� 23 FO �NC> RE.� ` E CA. �� herein being relative to a bearingofN 88° 23' 38" W between AP 1 and AP 2 of said tract 64; thence S 00°g12' 49" W
�\ 248.0 feet to the centerline of a lane as built and inplace and the true point of beginning; thence continuing along the
N MAc�K ` 7734 p i��, V easterly line of said tract 64 S 000 12' 49" W 1090.3 feet to AP 8 Tract 64; thence S 880 31' 16" E 1298.91 feet along
p✓ the northerly line of said tract 64 to a U.S.G.L.O. brlss cap found in place and properly marked for AP 7 tract 64;
AP<_ - Riothence S GrandeO13 Western6RaWlroad? thencetalonggsaid Northe east lte dghtfofaaayid tline thect 64 tfollowithe ingtcourses:ofly�66°ay 137e 30°of t`e D15v24 and
TQ c4 z /' ��- feet; thence South 54.47 feet; thence N 66° 37' 30" W 220.79 feet; thence 599.48 feet along the arc of a 2914.93 foot
/ p p Radius Curve to the left having a central angle of 11`47' 00" and subtending a chord bearing N 72° 31' 00" W 598.42
STEEL. PlI-'E �� � / �a feet; thence N 780 24' 30" 11 641.37 feet; thence 57541 feet along the arc of a 1860.00 foot radius curve to the right
\ + \ '�,\ �� - having a central angle of 170 43' 30" and subtending, chord bearing N 690 32' 45" 44 573.12 feet; thence N 60° 41' 00" \
\ / \ W 787.91 feet to the North right-of-way line of Colorado State Highway No. 82; thence along said Highway right-of-way
line N 440 12' 29" W 128.02 feet to the centerline of a lane as built and in place; thence along the centerline of said
A < r•AN Ems;" DIT` H lane the following courses: N 390 12' 11" E 849.29 feet; thence N 710 43' 30" E 91.43 feet to a point on the Southeast-
erly boundary line of Holland Hills at Basalt; thence continuing N 71° 43' 30" E 585.80 feet along said Southeasterly
/ +/ \ EAvEMEIv fi boundary line of Holland Hills at Basalt; thence N 72` 27' 36" E 43.58 feet along the said Southeasterly boundary line 2D1'
of said Holland Hills at Basalt to the Northeasterly loundary corner of said Holland Hills at Basalt; thence continuing al Ong
the centerline of said lane N 70° 23' 41" E 425.41 feet to the true point of beginning, containing_ 66.40 acres more or less.
/ � t
41
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\ \// _ \
FOUND lE.1=.. A.w:�
7.��
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r3 FQ q�� a�E�� 7 LI NE
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"4S �rZE �_� _{�P�r�seo l�ncEa
j- � /\ V � DAVE- TiJ � L_J riEtO ,492EPoerED 6Y DWn1EB \
/ -
TE
-----� (
w44°!2�a�a /o 2914.93'
X
12-5.02 L = 599, 4 8'
� Vii, \�' � \
C = S98, 42-SC)U_TH \
M0NJJINA CV -4-T \'� , 8 = N723t OD W 54,47'
x`5-32 Z_\-
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�a Q-, ��,4I'pJ.. L=
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.4
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G 2 15.24`5_5, R.R.
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N � X --- � � � � y �� Y _ . -�---- �-...1_- n� - �/ �\l �."<)'�-''--� a �•;'-`�c � IG(A71 - ` ' ,. \ 1� � -
X . Y +- 40'
Fonj
L`•R�1.'J`� L.AP , __ - _ r-�+_�•i- ;. Y' %�GJ /�' � ° r �`.r.'O 1' � \ � �.. >i'.� ,rr\���c.. �`. �`1, �,I
2�_o1rcRo y.°o P.1VER� °`Pfl
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\ 4 �� / AND! ��-� 6660.._. ' �_ 4 \-/
�^J,)T k>i l MEh4�' 1� GRAND STERN
4o`
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;>\ J `,.. ..- � 6,4 ` Y � �. _T, --at A-+�
/ �1 332s--- _ IRRvCil -7 ci,'1ptTGH I. SURVtY WAS L�o1.1E WITHQI)T i3E1.1EF1T =mac-/ �d"�-
I.J x y - - FENCE Ot= TITLE UOl_1CY A1.iD �lvL�' APPA<;wNT S I TF �L/}N '°b 1 T
nGv\a' .yglQ� ����i POWf=T LIh1E EASEMEI�►'Tg ASE St-IOW1V,
y Drawn
/ �(y�2 - ^ _ SAS LINE 2, NATL>SZ��L �ya.S LINE Lc7CATEiD Far( R P4I�GEL Dr l�4AiD 10.1 TSZF�CTS -
/a.L.O,5. UivITED STATES uENERAL LAND 1NFCac�MA'TIOIa PF���VIDEI F3"( 'RoCK Appr.
5 N� AP2 TR CPS - oFFIGE SURVEI
I�IOU1a'T"A11�1 tVATUC :A L. C:j,a a Co, Date + lif 8.2
*� = ;ZE:'i F3E4'c?Il scaAND O� D1 _,TAcvC E
/ 3. T4E CaEAIEQ-{}L SCORE z'F Tb}E L}}pj1^j \S TQ -r4F- a1TV_IV_1 L.l�f�}�ry C .�<v�Z1�1)D Scale �oTED
D 7 A,i'� ti=� _ FIELD Siji F3'_ARINC� At♦1D J�.. DIST. gpuTMwEST A0.1D 1S LESS -1-1i
SETE~'Ef�A� Y ?.�'/c 1�.1TwE �@tA' sneer
AP MNFZK. _' L.,S,1-(•c�ti' pP TN.E WTs r -H E2Et=oa, hlo=-t poc,e Ai�,►y ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS REGISTERED LAND SURVEYORS /
823 BLAKE AVENUE P.O. BOX 669 GLENWOOD SPRINGS, COLORADO 81601 303-945-8596
°t 1
M R2
K&E 10915510-91 MC 3001•