HomeMy WebLinkAboutpitkin.eh.264316401011 (1998)ASPEN/F :CIN ENVIRONMENTAL HEALTH DE ITMENT
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
130 S. Galena St., Aspen Colorado 81611
Phone 970-920-5070/Fax 970-920-5039
Name of OWNER
Owner's Mailing Addres L"% 23 ��(%7t�i �! 4� L��'! ► La'?yy✓
Business Phone �J(��j'��� Home Phone:
Primary Contact Person (all communication regarding this permit will go through this person)
Name VVI 1NI- U
Company
Contact Mailing Address C,J
Business Phone :CJ -14J Cell Phone: 5-7 93 y Fax : ` Z�
Parcel ID # (available from assessor's office
at 920-5160 or at www.aspen.com/assessor/) 6k/�
= - - -L - i
Street address of property I I 1 L I % ��r—Ti YAS tAnZ�I WC(A2 L4,1 .
Legal Description: Lot Block Filing Subdivision L. I -r-TL
Size of lot: 0 0 acres. Type of proposed structure: 51.6L% Size of bldg. envelope:
Total square feet of house # of bedrooms in house rpU2
# of offices, lofts & similar sized rooms in house
Caretaker Unit: Attached ( ) Detached (
a M harirnnmc in caretaker unit
Total area(sq. ft.) of caretaker unit W/4
# of offices, lofts and similar size rooms of caretaker unit
Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private well (}� ) Spring ( ) Stream ( ) Community/Public Water System ( )
If community system: /Name of system
The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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 Aspen/Pitkin 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
Date
Received by c>� 6A Odr (aVReceipt # ';'. ( I_;� Date
10/05/98 09:15 FAX 9709639003 TIMBERLINE ENG 0 001
�VPWEJFznrawiau beotacn lr -y/0-945-8454 Sap ? 98 9=17 No.004 P.01
HEPWORTH_PAW1_Atc GEOTECIiNiCAL, INC. 307.0 xo;d 154
G[enwo" Springs, Co Mal
Fax 970 946 -US -1
Phone 970 945-7M
September S. 1998
Tem Hart
c/o Aspen Glen Golf Company
9929 State ilighway 82
Carbondale, Colorado 81623 Job No. 198 S95
Subject: Percolation Testing, Lot 10. Little Texas, 0111 South Little Texas Lane,
Woody Creek. Colorado
Dear Ms. Hart:
As requested by Dave Powell, Hepworth-Pawlak Geotechnical. Inc. performed
percolation testing, at the subject site. The work was done in accordance with our
agreement for professional services to you dated August 28, 1998.
At the time of our site visit on September 1. 1998. a profile pit and three shallow
backhoe pits had been excavated at the locations shown on Fig. 1. Test holes (nominal
12 inch diameter and 12 itches deep) were dug in the bottom of the shallow backhoe
pits and soaked with water. 'Tice soils exposed in the profile pit consisted of about 1
foot of topsoil overlying sandy gravel with cobbles and small boulders to the pit depot
of 5 feet. The profile pit. appeared to be about 2 to 3 feet lower in elevation than the
percolation pits. Free water was observed in the profile pit at a depth of 42 inches from 3y
the ground surface.
Percolation testing was performed on September 2, 1998. The test results are presented
on 'fable I. The test results varied from 20 to 51 minutes per inch with an average
percolation rate of 32 minutes per inch.
If you have airy questions or meed further assistance, please call.
Sincerely,
HEPWORTH - PAVPLAK GEOTECHNICAL. INC.
LEF)k1nk
attachments
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Post -it' Fax Note
7671 Date
pages lo.
To r _
From
tr
Co./Dept. LK
Co.
Phone #
Phone #�-
L
Fax# ZJ Stcj
Fax#
09/17/98 10:45 TX/RX N0.5083 P.001 N
10/05/98 09:15 FAX 9709639003 TIMBERLINE ENG
H wc.rthPawlak Geoteih TF '970-945-8454 Sep '7 98
OAPPROXIMATE SCALE
1N s ,0'
990 -'
980
LIME Trxgs SNE
r 990
r
r
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1
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1
EXISTING
RESIDENCE
980
970—���,_��_� 970
p P 2 P 3
0002
9:18 No.004 F.07
■ PROFILE ,
P(T I
I
950-
950
ROARING FORK RIVER
198 595 HEPWORTH - PAWLAK LOCATION OF PERCOLATION TEST HOLES
GEOTECHNICAL. INC_
Fig. 7
09/17/98 10:45 TX/RX NO.5083 P.002 m
10/05/98 09:15 FAX 9709F39003 TIMBERLINE ENG
.riepi,rnrtnrawlau beoteeh I` =970-945-8454 Sep '7 98
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1
PERCOLATION TEST RESULTS
Z003
9:18 N0.004 P.03
JOB NO. 198 595
HOLE NO.
HOLE DEPTH
INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER
DEPTH AT
START OF
INTERVAL
IWCNES)
WATER *WrH
AT END Of
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PORCO1ATION
RATE
PAINJINCH)
P-1
45
Is
water added
6
5 A
'A
9%
4h
&A
5 i4
'A
5 i4
5
'k
5
4 14
�+
4 ,A
4
P-2
42
15
water added
7
B 4L
'k
20
8A
5
3A
7 %
7
7
6 'A
*di
fi h
4 %
%
P-3
41
15
water added
7
B A
'A
51
7 'A
B 54
8 pit+
'N.
A
B 1A
5 Tis
'/.
Note: Percolation teats were performed on September 2, 1998. The average percolation rate was based on the last three
readings of each tent.
09/17/98 10:45 TX/RX NO.5083 P.003 0
+
114
'
DCT -01-9 WED :S9 PrI
A.I.A. ASPEN
ICKPARKER 9709633261
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T'he state lab at ',':;nowmass indicates that there is a presents of bacteria:
To meet the staO standards you would need to install a ultra viuet'light.
To decontaminate' the well water of bacteria We would all 80 suggest the shock
treatment of your vv il with chlori►le. Then the retest of your water after a 2
Month period, or to just remedy the bacteria problem we would suggest the
iraSta!',atiotI of chlorine feeder that would constantly feed or inject chlorine into the
Water. After this process we would want to take out the chorine by installing a Kinetico
quadro flogv softener that wou I all so take care of the hardness.
I am all so 'sending you a quantity test from Collins purnp and a quaiity test from
Uttie _Iohns; Wated treatment, and the : =Ctpria test Ecom Snowmass sanitation and
Please call) ine fir any funher help
Stephanie Barker
P. 02
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Engle: 970-328-9283
Gln nv: or ci: 970-.328-8700
Sii»erthorno: 9-'0-26QM i 01
TOLL FREE 800-748-1725
Eagle, Calorai{o 81631
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Hardness (c8lciury - magm
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I ANALYSIS
PSI, Low ______ Hi _
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COLORADO0SiON OF WATER RESOURCES
818 Untednnia{ Bldg„ _ 1 herman St., Danver, Colorado 80203 �� y C• j ►�
(303) 866.3581
APPLICANT
MYTION L E TAuu xvikt tv
BOX 190
WOODY CREEK, CO 81636
PERM1 TO rONSTRUCT A WEI 1
894
WELL PERMIT NUMBER
DIV. - CNTY. 49 WD 38 DES, BASIN MD
APPROVED WELL LOCATION
CCU'NTY PITKIN
NW SE 114 rG'OrltlflFl 16
Twp 9 5 Range 85 W S P.M,
MSTANCCES FROM SECTION__LINE8
2500 Ft, from South Section Line
2100 Ft, from East Section Line
ISSUANCE OF TH15 h'k:Hmi i WUCU NU!" UUNFER A WATER RICHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights, The Issuance of the
permit does not assure the applicant 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, I��
2) gppreved pursuant to CRS 37-92-602(3) (c) for the relocation of an existing well, permit na, �z 72 � , The old
well must be plugged and abandoned according to the Water We!I Construction and Pump Installation Awes within
ninety (90) days of completion of the new well, The enclosed well abandonment report form must be completed
affirming that the old well was plugged and abandoned.
1 The use of ground water from this well is limited to ordinary household purposes Inside one (1) single family
dwelling, the watering of domestic animals, and the irrigation of not more than 20,000 square -fMet of home gardens
and lawns,
4) The maximum pumping rate shall not exceed 15 GPM,
5) The average annual amount of ground water to be withdrawn shall not exceed 1,5 acre-feet.
6) This well shall be constructed not more than 200 feet from the location specified on this permit, being on lot 10,
Little Texas Subdivision, ' - 1,/— / --7/
APPROVED:
State sneer
Receipt No, 0315834A DATE ISSUED 'APR 2 fgqJ
Sy
EXPIRATION DATE APR 2 1993
FROM : CCLL I N DRILLING & F�IF' PMONE HO : 970 94T, 40 Oct. 01 1598 11: 27AII P1
COLLINS DRILLJNG & PUMP SERVICE, INC,.
PO Box 0316
Carbondale, CO 81623
(970) 945-4079 • Fax (,970) 961-2812
Licerwe No, 634
September 29, 2998
Well report
Troutman Well, Little Texas
Test began 9/28/98 at 11 a.m.
Static level 25 ft.
Starting at 24 gpm
Test ended 9/28/98 at 3 p.m.
Pumping level at 41.5 ft.
Ending at 20 gpm
Well depth 55 ft., cased with 6 5/8 in. steel
Production rate 20 gpm t
If you have any! questions please contact m.e.
Sincerely,
Bill Collins
Collins Drilling & Pump Service, Inc.
COLL I t 1. I F I1 � rid F � + i _: 7 -, � a � : .
Ut FH�hdE hJu. G _44'5 ��"�7 � i_ t. t 1 1 9,_ << . , .�`, P1
a -- WELL, MISTRI
NAND TEST REPORT For OftA vSa L5NY
�+S 3 "r't1L CSF COLCRAOO, OFFICE Ci✓ TS I; STATE ENG'tNEE A
d 4WELL PERMfT NU SEA _ --
City, St; Zip .._ 3�..�•�` � --
Phone
W .:t,Ot;gT1O^1 A Unit y .Y1�a 1_1/43 —1A Sao. 16 _ TWP• S , Range
t3iS? f ltii a FFOM $ C: U"r5S: r� n. frcm . sec, line. OR
am
- Q.. ft. Sec. line. and east w.arG
SUS iI,'1SiO��: �nortfl Ott+) LOT BLOCK — FU_1,j1%J1N _
`H SS At ELL LOCAT11ON:
tSi�'E�' ACCO � - r
'raRf�Ui�io S(' ?FA�'E EL _ lAT1QN ft. DRIU±PJ3 METHOD
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I Ttj7AL tiEPTH S ft. DEPTH COMPLETED
(:A"? E C.(,MPLi~TED �,� c" ,ic y_ ...., .
&HOLE DiAM, From (ft) TO (ftj
5. (, F_t)I.r�C_,l% LOG:
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`` '��-= 7, PLAIN CASING
_^ OD cm) Kind Wall Size Frofn(ft) To(t)
PERF. CAS NG, $,%reen Slat ,yrze: f
S, F!LTER PACK: 9. PA.CKP-k PLAQ�EW�N'r:
_ _ Mater'ai Type Size s..,_ �..
^epth
1Q GROUTW3 RECORD:
��aterial Amount density interval Placement
11 � pig NFE070W 7a ��/' � l fc d � 1 r � Aral. Usk
s L L 7_EST DAA Check box if Twrt Data is submitted on Suppiemental Form.
TFSTiNG METHOD
,WfrLPVfl * ft. DatelTime measured_,, -,:;KZ_ / , W : o0P(Muctiori Rate ---Y
Purrif)it)t fevsi �ft, Date/Time measured ter_ 2 7 OAA& Test length
l3. r kava r@1d r4 ew—m9n$ MX* h, n and rV cw the ww*nta d'rSN O, www that are case to my wwMedge. (Purjuant to Section 24-4.1Q4 (13)(a) CC.4.S_ L*,n mah:•,e,
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CONTRACTORCl-� �+ �/ �,�� Phone .�.� ! tic. No.
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Aspen / Pitkin Environmental Health Department
Contact Log Sheet
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Address:
Person �en To
Comments Action to be Taken
Initials
ITime
--Date
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STANDARD BACTERIOL01 . WATER TEST
MEMBRANE FILTER
SNOWMASS WATER & SANi,ArION DISTRICT �.
P.O. BOX 5700
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SNOWMASS VILLAGE, CO. 81615 I1� r
PWS ID# Sample Location W
DIRECT
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ABSENT PRESENT
SAMPLE TAKEN: �(LJ—TIME SUPPLY
VERIFIED
kDATE
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!'e4l, ( COLIFORM/100 ML
LAURYL SULFATE BROTH
COUNTY ` Nl SAMPLER i "�� �`1 RES DUTAL MG/L
FECAL
( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY
E
( ) NON COMMUNITY ( ) CHECK SAMPLE ( ) PROCESS WATER
COUNT:
COUNT:
( ) OTHER PUBLIC ( ) RAW ( ) GROUND ( ) SURFACE
( A4OfRIVATE ( ) SPECIAL PURPOSE SAMPLE
"NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL
24
BE DISCARDED.
COLIFORM/tOOML
REMARKS:
48
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RETURN TO
BGB
ADDRESS 10 IL4 -1 I
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CITY-STATE_�,1j N( , \� - 1
SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS.
LAB -MICRO 106 (Rev. 3-79) t00M
UNSUITABLE ❑
FOR TEST
RESULTS
MEMBRANE FILTER
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RESULTS GREATER THAN ONE
COLIFORM PER 100 ML INDICATES
NON-COMPLIANCE WITH MINIMUM
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ALL DESIGNS, IDEAS ARNANGnIBNIS
AND PIANS INDICATED BY THEM
DRAWINGS AND SPECIFICATIONS
ARE TIM PROPERTY AND COPYRIGHT
Of KLM RAYMOND DESIGNS, INC.
A�SRECEIVED OTHER WLLNHITR Bt USED BD A ANY
OTHER WOR%NOR BE USED BY ANY
OTHER PERSON FOR ANY USE
WHATSOEVER WRHOUTWRITTEN
PERMISSION. WAIITSN DE.tEJ3Rsts S .'
DEC 1. 8 1498..' SHALL TARE PRECEDENCE OVER '
SCALED DMENSIONS AND
SHALL SEVEtREIDATTHESITE.ANY
NO/fi8 O.Bm5759;Int. DIMENSIONAL DISCREPANCY SHALL BE ! �
P.O.B 5]59 BROUGHT TO THE ATTENTION OF THE )
25 Lower WoudNidgge Rd. ARCHITECT PRIOR TO
,251 as 1 1 CO 8,615 fI
] 92 - •F ] -0 9 COMMENCI9MPNT OP WORK
RECEIVED
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ARE TH&FROPERTY AND OOFyRIGlff
OF TOM RAYMOND DMGNS, INC
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