HomeMy WebLinkAboutpitkin.eh.264315201003 (1997)Document Layout
(From Most Recent to Oldest Permit)
Permit
Application
Log Sheet/Notes & Photos
Communications
As -built Design
Engineer Design
Soil Information
Water Permit & Information
Second System on property
Third System etc.
Floor Plans
Please See Building and Land Use Approvals Files for additional information.
A4PEW'ITKIN ENVIRONMENTAL HEALTH DE ; RTM"NT
APP LICA# FOR INDIVIDUAL SEWAGE DISPO' ALTEM
130 S. Galena St., Aspen Colorado 61611
Phone 970-920-5070/Fax 970-920-5039 to
Permit # d Parcel ID # 014 4 3 li�-2 ' d l
Permit For. New Installation IVJ Repair O Remodel O Emergency Use( )
Name of OWNER
Street Address
Owners Mailing Address '�• X ✓ / <�
Business Phone: Home Phone: �og
Legal Description: Lot 7 ,Block C, ,Subdivision 1'&Lp h
Size of lot: 5 acres Typeofproposed structure: / H r Size of bldg. envelope:
Total area/living space (sq. hl: # of Bedrooms, o6ices an similar size rooms:
Primary Contact Person
Contact Mailing Address 5vif-
2 ZD 2 i✓'"_
Business Phone: Cell Phone: 3 Fax:
Water.MPrivate well ( )Spring ( )Stream ( ) Community/Public (Name of
Is Proof of Adequate Water Attached ( Required l ?Yes I No ( A water quality test and well pump test or approval letter from community system)
Has this project been approved by Pitkin County ? (+/! Yes ( ) No
Is a copy of the floor plan attached ( Required ) ? (' /Yes ( ) No
Is a ronv of the site .[an attached IReaulredl ? f-Kas ( ) No
Application for an individual sewage disposal system is hereby submitted. I hereby cartity 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'walar cisterns, dram tiles, imgation ditches, lakes, water courses, streams, floodplains. dry gulches, and existing septic systems. I acknowledge that any false or
incomplete information will invalidate the application and any subsequent permit. 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 owner assumes all responsibilities in case of failure
or inadequacy of this system.
Signature of applicant Date
_.__----------------------------- ______________ Formpartmemmabelow -------------------- _______ __________________--
PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
uesign Cnlena at system to be installed 1 Any changes must oe suometed ane approved in writing, p
I'erc Rate 33 min per inch . Profile Hole Depth O feet
;optic tank capacity: gallons Absorption area: Opq sq. ft.
JIC rYgl,lired spawn 4o*a3e. will be reduud 3d`/d �rauell�ss e/,a.,rlrss 6 -
deer inwelwhicA rrsuNs M 1,*1 sq. 4, ffgrwdl ss chau.ir."-s 4xe if ed em%nimwt,.
i8 ehau4us is regaled • 4- is recwaAu ,,ej 4ae-4- a .rows or to cha..r l h, parr Dov
is caairackd uta irci. E;dGef' a d+s ;bu41'v+ Bpyfes ar a- man 41d s sfcm
tvlau k used• -rav Nriofi'c 4zAt5 muLs} be a_sed. </te /sl- 42,k: show; be_ ls%o ya!
(rink- Srtood 6t 1000 ill w,4& A iadvie. A SvOnr,,I/ 3
An inspection Is required prior to backfill of any component of the distribution system.
Design by Engineer Required ? ( ) Yes (WNo All plans and specifications of the engineer must be followed. Any changes must be approved by the
Asper✓Pitkin Envirommntal Health Department in writing and the engineer must certify the final installation to the Environmental Health Department in
writing. ''//
Permit approval by: _ iia_ &44 Date i' 7
Plans and specifications of the proposed indiviaual sewdbil i isposal system have been reviewed and are considered satisfactory. Pemussion is hereby granted to the owner or
the agent to pndorn the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months (mm 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 dm%viDgs must be Included with this permit before the final approval will be issued.
Installer: .?'%ttiSLvwn — (.Mi b6 2—
/fit r�fW#
Receipt #Site Plan ✓ Well Permit and r ✓ Soils Test
Date received —T Floor Plan Water Quality Test or3'70 -47-47 Date Info Complete
5-Zd-42 Received by —T Comm Day Approval Water System Letter Final Insp Requested
-� Final Inspection Approval: Date: Miami) 1016
pnopnnl o-X'I-ll
Pu 1;nJ chaa6.4,- w;i(�a �uu d.nd alaru 5 steAc- fs ntcesscu la
J P y y
puwy vtm PT P fro,&- 46L 4u4ts mav_ leach fe Ids. cA,al �-
oL 9rt55u.r2--doscd ynwc(less ctLaix Id sysfca is q,Nuch C(. 14 /L
L,U- 46t lzacG- �'eld Mast- be- l60 -%; a- dl54ncc of
M. a S � %x U&, n 4RA'ntd 4au 4u— Creek w i rre pt ',n d i 4-c� -% 46,c_
nA'L 5�5�e & . All o4W kJ-" ALtt5l be a bserued
0000,-2
0 0
Pitkin County Environmental Health Department
Contact Log Sheet
Name: —
Parcel I D#: Address:
Date Person Spoken To Comments / Action to be Taken Initials Time
/jai ti
2 3, ' G C
ti
Q�0��3
�QVCP aL/43-15a-of-coo
Mark Bedell
PO Box 1381 43-15 2-- 0/— U 0—,?
Aspen, CO 81612
March 28, 2000
Re: Permit #97021
AsPEH • Pmcw
Dear Mr. Bedell: EwnoNEmarAL HEALTH DEPAETAIENT
In January, we'd sent you a letter informing you that we still needed to receive an as -built drawing and final letter
for the individual sewage disposal system for your property in Wolfson Subdivision. We also needed to receive
confirmation that the pump and alarm have been installed and are operational as well as that rubberneck is present
on the risers. To date, we have not received the requested information (wed asked you to get the information to
us no later than 1/25/2000).
We had also sen` a copy of the letter to Stutsman-Gerbaz. They responded to our letter stating that the only
part they were involved in was installing the tanks and doing the trenching. They stated that you were to take care
of the chambers and the pumping system, as well as inspections. Therefore, 5tutsman-Gerbaz would not be able to
do the as -built drawing nor be able to confirm that the other concerns listed have been addressed. Since you were
the installer, except for the tanks, you are the person responsible for providing us with the as -built drawing and
fihal letter as well as addressing the pump and alarm system installation and that rubberneck has been applied to
t4e.risers.
I
As was mentioned in the previous letter, we cannot "final" your sewage disposal system. Without the system being
"finaled", we will not be able to sign any Certificates of Occupancy that Pitkin County Community Development asks
us to sign. A building cannot be legally occupied without a Certificate of Occupancy.
It is imperative that we be able to final your system as soon as possible. Our mission is to protect public health as
well as to protect the groundwater. Both of these issues may be compromised by an improperly working sewage
disposal system. Seeing a system installation through to completion is our (and the public's) assurance that the
system has been installed in accordance with the design and should work properly. If we do not receive the
requested information by June 15'h, 2000, we will attach a copy of this letter to the.property deed indicating that
there is an open issue with the property.
On 5/7/98 an inspection was conducted by Pitkin County Environmental Health. Notes were made listing items that
had not yet been completed. We have been waiting since May 1998 for this information.
Should you have any questions, please don't hesitate to contact Pitkin County Environmental Health at 920-5070.
If you have sent this information to us and it has crossed in the mail with this letter, please accept our apologies
and disregard this letter.
Sincerely,
eomas"50u
5Du
Director, Pitkin County Environmental Health
CC: Pitkin County_Attorney
111111111111111111111111 IN VIII 111111 III 111111111 IN
450961 01/29/2001 12:26P NOTICE DAVIS SILVI
1 of 1 R 5.00 D 0.00 N 0.00 PITKIN COUNTY CO
Pitkin County Community Development
130 SOM GALENA STUET Asm, CaDRADO 81611.1975 - PX0.4E 970.920.5070 FAA 970.920.5197
0000 1j P�ulwErtvWPpe
Mark 3edeil
PO Box 1381
Aspen, CO 31612
March 28, 2000
Re: Permit #97021
pear Mr. 3edeil:
.ESPN ?T -:<',N
%MQSMLWAL HEALTH DEPAMIEVi
In .; anuary, wed sent you a letter informing you that we still needed to receive an as-bwit drawing ana =;nal !ester
for the maivtauai sewage aisposal system for vour property in 'Noifson 5uoaiv+sioeNe aiso needed to �scerve
confirmation -hat the puma and aiarm have been installed and are ocerationai s .veil as -hat-vonernec:< s ?rsent
on the risers. 7o date, we have not received the requested information i we a asxea you -o get -he information 70
us no inter than 1/25/2000).
We had aiso sent a coov of the !etter to Stutsman-3erbaz. ; ney responded -a our letter starna that -he only
part they were involved `n was installing the tanks and doing the -renchmg, i nev stated -hat'/OU -mere -o rake _ars
of the chambers and The pumping system, as well as inspections. 'herefore, 517utsman-_; rbaz wawa not Ze abie -a
do the as-ou It drawing nor be able to confirm that the other concerns listed nave oeen addrzssed. Sincz vau were
the instailer, except -or -he tanks, you are the person rsponsibie for pravidinq 75 with the as-owit arawma and
final letter as well as aedrssing the pump and alarm system ,nstatlanon and -hat rubberneck nas been c000ea -o
tAe.risers.
As was nenTionea :n the orevtous letter, we cannot 'final" your sewage msoosai system. Without the system ceina
'finaled", we mil not be able -o sign any Certificates of Occupancy that ?;tkm aunty Community Jevelooment zsxs
us to sign. A building cannot be legally occupied without a Certificate of .ccuocnei.
Its imperative that we be able to final your system as soon as possible. Cur mission is to protect aubiic neaith s
weil as to arotect the crsundwater. Both of these issues may be compromised by an lmornaeriv workina sewage
disposal syscem. Seeing a system installation through to completions our land -he -jublic's) assurance that -he
system has been installed in accordance with the design and should work orooer!y. If -me do not reczive -he
reauested information by June 15', 2C00, we will attach a copy of this ;ester to the.?rooer*p aeea incicdtmg -hat
there is an open issue with the property.
On 5/7/98 an inspection was conducted by Pitkin County Environmentai Health. Notes were mace listing items -hat
had not yet been completed. We have been waiting since May 1998 for this information.
Should you have any questions, please don't hesitate to contact ?itkin County Environmental Health at 9211'-5C70.
If you have sent this information to us and it has crossed in the mail with this letter, please accept our apologies
and disregard this le v
Sincerely,
omas S. Duniop v /
Director, Pitkin County Envmonmen
CC: Pitkin Countv Attorney
00
Hub
County Community Dever
Hub :'Aot:rlCAL
0
July 20, 2000
To: % Cl. t 7-6 .
aeA
CC:
Dear
PMUN COUNTY
ENVIRONMENTAL HEALTH DEPARTMENT
This letter is to advise you that we have not been able to final the Individual Septic Disposal System
(ISDS) permit for the above stated residence/property.
It is of utmost importance for the Environmental Health Officer to final all ISDS permits once proper
installation and required inspections are complete. We cannot sign the Certificate of Occupancy for this
property without the "As Built" letter.
It is mandatory that this office receive an "As Built"letter from the engineer who designed the system.
An "As Built" letter will confirm that they observed the installation of the system as designed. Any
changes to the system must be noted in the "As Built' letter or by a new set of plans.
This office must receive the "As Built" letter from the engineer no later than =4.CtJ //1 2000.
Please contact me with any questions. Thank you, in advance, for your help and co-operation in this
matter.
Sincer ly,
M elyn Blumenthal
Pitkin County EnvironmentalHealth
130 SOUTH GALENA STREET - ASPEN. CoLowo 81611.1975 - NONE 970.920.5070 FAx 970.920.5074
0000 [` ww .mpengov.com/elmew/county/ind"ltrn]
ll U P.W m Rttyh Pry.
so
Mark Bedell
PO Box 1381
Aspen, CO 81612
March 28, 2000
Re: Permit #97021
Dear Mr. Bedell:
i
ASPEN • PUKIN
E.wRONwMAL HEALTH DEPARTMENT
In January, we'd sent you a letter informing you that we still needed to receive an as -built drawing and final letter
for the individual sewage disposal system for your property in Wolfson Subdivision. We also heeded to receive
confirmation that the pump and alarm have been installed and are operational as well as that rubberneck is present
on the risers. To date, we have not received the requested information (wed asked you to get the information to
us no later than 1/25/2000).
We had also sent a copy of the letter to 5tutsman-Gerbaz. They responded to our letter stating that the only
part they were involved in was installing the tanks and doing the trenching. They stated that you were to take care
of the chambers and the pumping system, as well as inspections. Therefore, 5tutsman-Gerbaz would not be able to
do the as -built drawing nor be able to confirm that the other concerns listed have been addressed. Since you were
thr. installer, except for the tanks, you are the person responsible for providing us with the as -built drawing and
final letter as well as addressing the pump and alarm system installation and that rubberneck has been applied to
ke. risers.
As was mentioned in the previous letter, we cannot "final" your sewage disposal system. Without the system being
"finaled", we will not be able to sign any Certificates of Occupancy that Pitkin County Community Development asks
us to sign. A building cannot be legally occupied without a Certificate of Occupancy.
It is imperative that we be able to final your system as soon as possible. Our mission is to protect public health as
well as to protect the groundwater. Both of these issues may be compromised by an improperly working sewage
disposal system. Seeing a system installation through to completion is our (and the public's) assurance that the
system has been installed in accordance with the design and should work properly. If we do not receive the
requested information by June 15'h, 2000, we will attach a copy of this letter to the.property deed indicating that
there is an open issue with the property.
On 5/7/98 an inspection was conducted by Pitkin County Environmental Health. Notes were made listing items that
had not yet been completed. We have been waiting since May 1998 for this information.
Should you have any questions, please don't hesitate to contact Pitkin County Environmental Health at 920-5070.
If you have sent this information to us and it has crossed in the mail with this letter, please accept our apologies
and disregard this letter.
Sincerely,
omas S. Dunlop
Director, Pitkin County Environmental Health
CC: Pitkin County_ Attorney
Pitkin County Community Development
_ 130 Som GALENA STREET - ASPEN, CaLomw 81611-1975 - NoNE 970.920.5070 - FAx 970.920.5197
0000 , i R wm Rwytl Pm
N 00
U.S. Postal Service
rtFRTIFIFD MAIL RECEIPT
0
M
132c�e1�
M1
ru
Postageta9e
a 3
N
0Q�CC,
FU
M
Canioatl Fee
O
O
tloraem�en--�QXk
Return Receipt Fee
(Ent Requlrad)
-Reslncletl Oeliuery FesO
I
(Entlorsement Repui,etl) pp
T.Poati ea Fwa $ t3 •-1 v Ps
fN Name (Plwse Print Ciw ¢6-6a rrompiatvd by M1101)
• ' k
.......------------'-"-"-'-'-"-----"----'--"-----'----
o-' Stmt, Apt No.• or PO tbx No.
pc..................................... -....--o oC �38.
r- cit==. Cc, 8l 10, '
lQ-
■ Complete items 1, 2, and 3. Also complet€-
hem 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mallpiece,
or on the front if space permits.
1. Article Addressed to
Fp �jc 13 1
k5pe-PI' CA gllo I
2. Article Number (Copy from service label)
PS Form
000909
July 1999
A. Received by (Please Pnnt
C.
delivery address different trd
VES, enter delivery address
3. Service Type
19 Certified Mail ❑ Express Mall
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Ves
Domestic Return Receipt
102595-99-M-1799
'SMAN GERBAZ A& FAX NO. : 970 923 0647 AdWan. 24 2000 09:39AM P1
Stutsman - Gerbaz Inc.
30376 Hwy 82
Snowmass, CO 81654
970-923-2734 Fax 970-923-0647
0000 1119
PAGE OF
OB. NO
JOB NAME
ADDRESS ODC� GY�k
SCALE
BV—s! DATE
VA i PG'r1 6 { sy7ie 5x5ql�e�
Guc LtleX2 iv1 ilaci Wr��
^Ta y, kS o vo( , J Yi1 Z-bele-5
�k4Li"
41WA� AA, SW
1tS 11 crr[cnds Z knomi
Post -it' Fax N//o�"i�"O 7671
Date Z
'aeaof ►
pe
To C µgyL Lr,
Flom-�.70'✓pg
Co.lDeo.?,y,, iJlV� fOayt
r
Co.
Phone e L
7
Phone i
Fax #
Fax M
January 6 201000
To: l l yy)ck�v'-l��Y3
CC: ik-. _F%2d-32-0f_^
Dear �Jtut�a41`o"ti -�K�
ASPEN " PITKN
EwRONARNiAL HEALm DEFAmENi
In reviewing our I51)5 files, it has become apparent that there are many permits that we have not
been able to final. It is very important that we be able to final all I5D5 permits once installation of
sewage disposal systems and required inspections have been completed. Without finaled I5D5
permits, we cannot sign the Certificate of Occupancy for the home or building corresponding to that
permit. There are also other complications that could arise from incomplete I5D5 permits.
Please get the below listed information to us regarding the
than January 25, 2000.
Thank you, in advance, for your help and co-operation in this matter.
As -built drawing
Final letter
permit no later
Other 1< "cQ Vy^l:;;UCaZ— V (CL U O\.l. e� U_u�r
Y-Wbl�,rNL&. _ 1,0 O -Y\ gLo-
Sincerely,
Nancy MacKenzie
Environmental Health Officer, Pitkin County
r nI 0 _!_ -J 130 SamH GALENA SME17 As , COLORADO 81611-1975 PHONE 970.920.5070 FA 970.920.5197
IWWm RRr� Paper
�oZ-
6- 1- YIZn(c�
6-1- 9g J^SrGnil CokOk�ed 4J , 'Oe�fek
&I g4,1
5[I0T1 G
"k
W/o o 0 0 ,Q!/IG✓G{G b4 i�[(.ft.p y
6
kJ2rtc 7Dr h6uSL
^Wi.l.
10"'6c inS4al4d irl Z^d Clxau� &I_kWLtrl" 1164 Pr Q na(y
dvic �F %�/
t5 Itue, a j �5 in place SGghf dro f in
/� nz,4C
I/%,.#/,1
ISS y. Z^d 1dAF�5 . Z" QfP55u./L Di0inl4 Y C44,,�r 7D
/ Q
�i5
9hJ rnw5 0f J0 ufi;4Ld Gra-Od( 55 C�14Jct�XrS
in a-irGnr�
yvra�s6 . pifl,aqq sus d�CJ traces �P OZ'Fi�
Y J 1(ni}5 in CQGJ� rOW- '4r .-
f
k rc OJ � en cl o &a, raw . U) i II Coh
n 'rk w , ut�
I_
�
(fJ&rl4-, PIL1�� h(chi�crrlCi� Ch riS�Si J l(5-buii� G�ral�inl�.
1 J
pp
B K�U Y
000011
ASPEN/PITKIONVIRONMENTAL HEALTH DEPARTMEt�
ISDS DESIGN REQUIREMENTS
DEPARTMENT USE ONLY
Permit #
Name Bedell Parcel ID#.
House Size 4600 (75 gpd, 100 gpd, or 130 gpd) 100
Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 5
Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit
Average Daily Waste Flow 750 # bedrooms X 2 people/br X 75
State Review Required? no
Perc Rate 33 (T)
Design Flo w (Q) = # bedrooms X 2 people/bedroom X gpd X 1.75
Q= 1[750
Absorption. Area (A= Q/5 X SQRT)
A = 2010.597 sq. ft. of absorption area required
112 infiltrator units without reduction
A maximum 30% reduction -is allowed -for use of deep gravel or gravelle$s chambered system.
1407.418 sq.ft. with reduction
78 infiltrator units with reduction
Type of system: pAbsorption trenches Rkbsorptiorybed p Gravelless chambers
ODry well OSeepage Pit ffPumping Chamber
Is an Engineer -Designed System required? no ✓
ves reason:
Minimum tank capacity 2187.5 gallons 150 /000
SETBACK FROM WELL
# of feet = 160
Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day
should be added unless an RPE can verify that it is not necessary to prevent contamination.
APPROVED FOR ISSUE BY: DATE:
SYSTEM INSTALLED BY:
DATE OF FINAL INSPECTION REQUEST:
FINAL INSPECTION BY: DATE:
000012.
Printed on Recycled Paper
0
0
0
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
5020 Road 154
Glenwood Springs, CO 81601
May 13, 1997
Fax 970 945-8454
Phone 970 945-7988
Landforms Inc.
Attn: Mark Bedell
P.O. Box 1381
Aspen, Colorado 81612 Job No. 196 375
Subject: Percolation Testing, 1092 Woody Creek Road, Pitkin County, Colorado
Dear Mr. Bedell:
As requested, Hepworth - Pawlak Geotechnical, Inc. performed percolation testing for
the proposed main residence at the subject site on May 5 and May 13, 1997. We
previously performed a subsoil study for a proposed caretaker unit and residence at the
subject site under Job No. 196 375, dated August 12, 1996. Percolation testing for the
caretaker unit was provided in a report dated October 25, 1996. The new residence is
to be located approximately in the same location as the existing residence shown on
Fig. 1.
On May 4, 1997 percolation test holes P- t, P-2 and the profile pit were excavated. On
May 12, 1997 percolation test hole P-3 was excavated. One foot diameter by one foot
deep holes were hand dug in the bottom of the pits and soaked by Landforms, Inc. on
May 4, (P-1, P-2) and May 12, 1997 (P-3). Percolation testing was performed by a
representative of Hepworth - Pawlak Geotechnical, Inc. on May 5 (P-1, P-2) and May
13, 1997 (P-3). Percolation test locations are shown on Fig. 1.
The subsoils exposed in the profile pit consisted of 0.5 feet of topsoil overlying sandy
silty clayey gravel with scattered cobbles to a depth of 4 feet and sandy silt and clay
between 4 and 8 feet. No free water was observed in the profile pit on May 5, 1997 or
May 13, 1997. The percolation tests were performed in the sandy silt and clay. The
percolation test results are presented on Table 1. The average percolation rate is about
32 minutes per inch.
The percolation test results indicate a conventional disposal system should be feasible at
the site. If you have any questions or if we may be of further assistance, please call
our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Louis Eller
Reviewed By:
Daniel E. Hardin, P.E.
LEE/kw
000013
00001
E
0
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS JOB NO.196 375
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MINJINCH)
P-1
54
15
12'/4
1 1 '/4
1
26
11'/4 1
10%
1
10'/.
9'/= I
%
9'/z
9
9
8 %_
%z
81/2
7%
7'/4
7%
%z
7'/.
6%
1/2
P-2
54
15
12%
11'/=
'/4
26
11 %z
101/4
1 %4
101/.
9'/2
9'/z
9
9
8'/4
/.
8'/.
7/2
'/4
7'/2
7
/_
7
6/2
1/2
P-3
54
15
water added
water added
9
8%.
%
45
91/2
9
'/2
9
8'/z
81/2
8
%_
9%
9/2
'/4
9'/z
9'/4
'/=
•
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
May 13, 1997
Landforms Inc.
Attn: Mark Bedell
P.O. Box 1381
•
5020 Road 154
Glenwood Springs, CO 81601
Fax 970 945-8454
Phone 970 945-7988
Aspen, Colorado 81612 Job No. 196 375
Subject: Percolation Testing, 1092 Woody Creek Road, Pitkin County, Colorado
Dear Mr. Bedell:
As requested, Hepworth - Pawlak Geotechnical, Inc. performed percolation testing for
the proposed main residence at the subject site on May 5 and May 13, 1997. We
previously performed a subsoil study for a proposed caretaker unit and residence at the
subject site under Job No. 196 375, dated August 12, 1996. Percolation testing for the
caretaker unit was provided in a report dated October 25, 1996. The new residence is
to be located approximately in the same location as the existing residence shown on
Fig. 1.
On May 4, 1997 percolation test holes P-1, P-2 and the profile pit were excavated. On
May 12, 1997 percolation test hole P-3 was excavated. One foot diameter by one foot
deep holes were hand dug in the bottom of the pits and soaked by Landforms, Inc. on
May 4, (P-1, P-2) and May 12, 1997 (P-3). Percolation testing was performed by a
representative of Hepworth - Pawlak Geotechnical, Inc. on May 5 (P-1, P-2) and May
13, 1997 (P-3). Percolation test locations are shown on Fig. 1.
The subsoils exposed in the profile pit consisted of 0.5 feet of topsoil overlying sandy
silty clayey gravel with scattered cobbles to a depth of 4 feet and sandy silt and clay
betilinutes
en 4 and 8 feet. No free water was observed in the profile pit on May 5, 1997 or
Ma13, 1997. The percolation tests were performed in the sandy silt and clay. The
perlation test results are presented on Table I. The average percolation rate is about
32 per inch.
Th percolation test results indicate a conventional disposal system should be feasible at
the site. If you have any questions or if we may be of further assistance, please call
our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Lo is Eller
Reviewed By: w`�upxnmunrn,
ya Qp00 REQ,'
E.
/� HAS
Dattel E. Hardin, P.E. t 24443
LEE/kw g, 54/97
000010
0 0
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS JOB NO.196 375
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MINANCH)
P-1
54
15
12'/4
11 1
1
26
11'/4
101
1
10'A
9'/1
%
9'/z
9
f2
9
8'/z
%:
8'/2
7%
3/4
7%
71
Y2
7'A
6%
+/2
P-2
54
15
12'A
11'/2
3/4
26
11 '/2
10'/4
1 1A
10'/4
9 Yz
%
9'/z
9
%2
9
8'/4
%
8/
7'/z
%
71/2
7
/2
7
61/,
Y2
P-3
54
15
water added
water added
9
1 81
3/4
9'/z
9
Y2
9
8'/2
/2
8'/2
8
/2
9%
91/1
Y4
9 /z
91
H000l Y
000018
0
0
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
5020 Road 151
Glenwood Springs, CO 81601
May 13, 1997
Fax 970 945-8451
Phone 970 945-7988
Landforms Inc.
Attn: Mark Bedell
P.O. Box 1381
Aspen, Colorado 81612 Job No. 196 375
Subject: Percolation Testing, 1092 Woody Creek Road, Pitkin County, Colorado
Dear Mr. Bedell:
As requested, Hepworth - Pawlak Geotechnical, Inc. performed percolation testing for
the proposed main residence at the subject site on May 5 and May 13, 1997. We
previously performed a subsoil study for a proposed caretaker unit and residence at the
subject site under Job No. 196 375, dated August 12, 1996. Percolation testing for the
caretaker unit was provided in a report dated October 25, 1996. The new residence is
to be located approximately in the same location as the existing residence shown on
Fig. 1.
On May 4, 1997 percolation test holes P-1, P-2 and the profile pit were excavated. On
May 12, 1997 percolation test hole P-3 was excavated. One foot diameter by one foot
deep holes were hand dug in the bottom of the pits and soaked by Landforms, Inc. on
May 4, (P-1, P-2) and May 12, 1997 (P-3). Percolation testing was performed by a
representative of Hepworth - Pawlak Geotechnical, Inc. on May 5 (P-1, P-2) and May
13, 1997 (P-3). Percolation test locations are shown on Fig. L.
The subsoils exposed in the profile pit consisted of 0.5 feet of topsoil overlying sandy
silty clayey gravel with scattered cobbles to a depth of 4 feet and sandy silt and clay
between 4 and 8 feet. No free water was observed in the profile pit on May 5, 1997 or
May 13, 1997. The percolation tests were performed in the sandy silt and clay. The
percolation test results are presented on Table I. The average percolation rate is about
32 minutes per inch.
The percolation test results indicate a conventional disposal system should be feasible at
the site. If you have any questions or if we may be of further assistance, please call
our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Louis Eller
Reviewed By:
Daniel E. Hardin, P.
LEE/kw
000019
0 0
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS JOB NO.196 375
HOLE N0.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN.ANCH)
P-1
54
15
12'/4
11'1A
1
26
11 Y.
10'/<
1
10'/a
9/z
91/2
9
16
9
81/2
8'/2
73/4
3%
7%
7%
Y2
7%
63/.
yz
P-2
54
15
12'/a
1 11'/2
%
26
11 '/2
10 Ya
1 'A
101A
91/2
%
9'/2
9
/2
9
8%
3/a
8'/<
7'/2
7 Y2
7
/2
7
61/,
'/2
P-3
54
15
water added
water added
9
8'/<
%
45
9'/2
9
Y2
9
8'/2
/2
8'/2
8
Yz
g/,
9'/2
%<
9'/
9'/a
'14
000020
pworthPawlak
rEL:303-945-8454
May 20
8:58 No.001
Aspen, Colorado 81612 Job No. 196 375
Subject: Percolation Testing, 1092 Woody Creek Road, Pitkin County, Colorado
Dear Mr. Bedell:
As requested, Hepworth - Pawlak Geotechnical, Inc. performed percolation testing for
the proposed main residence at the subject site oil May 5 and May 13, 1997. We
previously performed a subsoil study for a proposed caretaker unit and residence at the
subject site under Job No. 196 375, dated August 12, 1996. Percolation testing for the
caretaker unit was provided in a report dated October 25, 1996. The new residence is
to be located approximately in the same location as the existing residence shown on
Fig. 1.
On May 4, 1997 percolation test holes P-1, P-2 and the profile pit were excavated. On
May 12, 1997 percolation test hole P-3 was excavated. One foot diameter by one foot
deep holes were hand dug in the bottom of the pits and soaked by Landforins, Inc. ott
May 4, (P-1, P-2) and May 12, 1997 (P-3). Percolation testing was performed by a
representative of Hepworth - Pawlak Geotechnical, Inc. on May 5 (P-1, P-2) and May
13, 1997 (P-3). Percolation test locations are shown on Fig. 1.
The subsoils exposed in the profile pit consisted of 0.5 feet of topsoil overlying sandy
silty clayey gravel with scattered cobbles to a depth of 4 feet and sandy silt and clay
between 4 and 8 feet. No free water was observed in the profile pit on May 5, 1997 or
May 13, 1997. The percolation tests were performed in the sandy silt and clay. The
percolation test results are presented on Table 1. The average percolation rate is about
32 minutes per inch.
The percolation test results indicate a conventional disposal system should be feasible at
the site. If you have any questions or if we may he of further assistance, please call
our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Louis Eller
Reviewed By:
Daniel E. Hardin, P.E.
LEE/kw
01
•Mid
HFPWORTH-PAWt•GCOTHCHNiCAI., INC.
154
Glenwond springs, CO NOW
May 13, 1997
to. 970945.N454
Pnnne 9711 945-79NN
Landforms Inc.
Attn: Mark Bedell
P.O. Box 1381
Aspen, Colorado 81612 Job No. 196 375
Subject: Percolation Testing, 1092 Woody Creek Road, Pitkin County, Colorado
Dear Mr. Bedell:
As requested, Hepworth - Pawlak Geotechnical, Inc. performed percolation testing for
the proposed main residence at the subject site oil May 5 and May 13, 1997. We
previously performed a subsoil study for a proposed caretaker unit and residence at the
subject site under Job No. 196 375, dated August 12, 1996. Percolation testing for the
caretaker unit was provided in a report dated October 25, 1996. The new residence is
to be located approximately in the same location as the existing residence shown on
Fig. 1.
On May 4, 1997 percolation test holes P-1, P-2 and the profile pit were excavated. On
May 12, 1997 percolation test hole P-3 was excavated. One foot diameter by one foot
deep holes were hand dug in the bottom of the pits and soaked by Landforins, Inc. ott
May 4, (P-1, P-2) and May 12, 1997 (P-3). Percolation testing was performed by a
representative of Hepworth - Pawlak Geotechnical, Inc. on May 5 (P-1, P-2) and May
13, 1997 (P-3). Percolation test locations are shown on Fig. 1.
The subsoils exposed in the profile pit consisted of 0.5 feet of topsoil overlying sandy
silty clayey gravel with scattered cobbles to a depth of 4 feet and sandy silt and clay
between 4 and 8 feet. No free water was observed in the profile pit on May 5, 1997 or
May 13, 1997. The percolation tests were performed in the sandy silt and clay. The
percolation test results are presented on Table 1. The average percolation rate is about
32 minutes per inch.
The percolation test results indicate a conventional disposal system should be feasible at
the site. If you have any questions or if we may he of further assistance, please call
our office.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Louis Eller
Reviewed By:
Daniel E. Hardin, P.E.
LEE/kw
01
HepworthPawlak Geotech TEL:303-945-8454
May 20 97
8:59 No.001 P.02
/
PROPERTY
BOUNDARIES
i
CIO
/
/ / I/
P-EIP-2
PROFILE A P-3
APPROXIMATE SCALE
1' - BO,
/l \
\v/ EXISTING
RESIDENCE
WOODY CREFK
I196 375 I HGEOTECHNICAL, WORTHPA LAKC. I LOCATION OF PERCOLATION TEST HOLES I Fig, 1-1
000022
HepworthPawlak Geotech TEL:303-945-8454
0
May 20 97
•
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE I
PERCOLATION TEST RESULTS
8:59 No.001 P.03
JOB NO.196 375
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END Or
INTERVAL
pNCHESI
DROP IN
WATER
LEVEL
IINCHESI
AVERAGE
PERCOLATION
RATE
(MIN.ANCH)
P-1
54
15
12'/.
11''A
1
26
11'/.
10%.
1
10'/.
9'h
1
9'/2
9
h
9
8'h
h
8 Y2
7%
a/.
7%
7'/.
h
71/4
6'/
V.
P-2
54
15
121/1
111/z
N.
26
111/1
10%.
1'/.
10 A
9 Y.
Y.
9 Y:
9
1/z
9
9%
/.
81/.
7 h
Y.
71/,
7
Y
7
61h
h
P-3
54
15
water added
water added
9
81A
45
9112
9
Y,
9
814
/2
8 Y2
8
'h
91G
91
'A
91/2
91/.
A
33 me
000023
(1)
ng address
NAME _—RO.bflLt`GrIle t r— --
STREET P. 0. Bo 4226 —
CITY— Asp_r n_ CO
Ilta��l Lzi Dl
TELEPHONE NO.
(2) LOCATION OF PROPOSER WELL
County_ /1 ���—
of the___LV "-'/., Section
( � r
Rng.
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gprn) _. _�C_P.M,
Average annual amount of ground water
to be appropriated (acre-feet):_--.--Adrr_Feet
N.rmber of acres to be irrigated:...__. UqA ... Ll
Proposed local depth
Aquifer ground water is to be obtained from:
Sanris nA d Cray_Clnz — —
Owner's well designation .---
GROUNO WAIL TO BE USED FOR:
FOR OFFICE USE ONI Y: DO NU I Will I It nv ,nio 1 `--
Receipt
--
(X ) HOUSEHOLD USE ONLY
CG
Apo DIVISION OF WATER RESOL ES
—� I•
rSRl-5-7a
101 Cr
inc Bldg., im Sherman St., Denver, Colorado�3
RECEIVED
C�
^ERMIT
APPLICATION FORM
0516
Application mustal_
Ln where 6074 3
( 1 A PERMIT TO USE GROUND WATER
Rt'VJRCES
complete
apllhcabin. Typo or //
/'��n
/��1-�
(X 1 A PERMIT TO CONSTRUCT A WELL
I A PERMIT TO INSTALL A PUMP
WATLP
51ATE�On(tR
print in BLACK
f�(j(?FOrt
INK. No overstrikes
l 1 REPLACEMENT FOR N0. -----
or erasures unless
initialed.
( ) OTHER
(1)
ng address
NAME _—RO.bflLt`GrIle t r— --
STREET P. 0. Bo 4226 —
CITY— Asp_r n_ CO
Ilta��l Lzi Dl
TELEPHONE NO.
(2) LOCATION OF PROPOSER WELL
County_ /1 ���—
of the___LV "-'/., Section
( � r
Rng.
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gprn) _. _�C_P.M,
Average annual amount of ground water
to be appropriated (acre-feet):_--.--Adrr_Feet
N.rmber of acres to be irrigated:...__. UqA ... Ll
Proposed local depth
Aquifer ground water is to be obtained from:
Sanris nA d Cray_Clnz — —
Owner's well designation .---
GROUNO WAIL TO BE USED FOR:
FOR OFFICE USE ONI Y: DO NU I Will I It nv ,nio 1 `--
Receipt
--
(X ) HOUSEHOLD USE ONLY
- no irngati(n (0N (51
DOMESTIC
1 ) LIVFSTOC (t1
( )LIVESTOCK (2)
(6 IRRIGATION(6)
1 1 COMMERCIAI. (4)
f I MUNICIPAL (8)
( )OTHER
(4) DRILLER
Name 'r't�a�rae—,11e�ne.
City Bxs=}-� '" r�l'W_(i0^1—_..
4,74't �r n
Tolephone No. 4b -- 1 ic. No. - _Jt&— . -
o�000
Receipt No. __,__c=Z= ' -2 1
Basin -- Dist.
CONDITIONS OF PPR VA
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) A DECREE FOR T1O9 APPROPRIATION 16JST BE
OBTAINED FROM THE DT STRICT COURT IN AIM FOIL
WATER DIVISION NO. 5, SPATE Ol' COLORADO, FRIO'',
TO THE USE OF THIS IiEL.L,
2) THE PUMFTNG RATE OF 1'ItIS WELI, SITAIJ, RE
L,IMITF.D 'TIO 25 GALLONS PFR MINUTE OR T[JE AC -11Z
YIELD OF THF. AQUIFER, WITTCIIEVER IS LESS. ,z -3i95
APPLICATION APPROVED
PERMIT NUMBERA.Q20702' --
DATE ISSUED R� 19.7
EXPIRATION DATE MAR 19 _
janil;EBY ._
(� )
Clp IN I Y
The scalo of the diagram is 2 inches - 1 mile
Each small square represents 40 acres.
WATER EQUIVALENTS TABLE (Rounded Figuratl
An acre-foot coven 1 acre of land 1 foot deco
I cubic foot per town* IUs) ... 449 gNfom Per ntinul4 (ppmi
A family of 5 will rqufre approeinil t me fog' Of will" par Ye -
I scie-foot ... 43.560 cubic Inst ... 325.So0 gallons.
I Ado ppm Dumped cdntinuou iv for one day yroouen 4.42 mt4vet.
T
I ---
16) T L MUST BE LOCATED BELOW-
hV71lissllRRrs Inns secUun Inres.
)!2 4 yr.. line
panty or vun 1
,e It. from sec. line
tent m ,acral
LOT—; BLOCK _FILING a
sunofVISION _-=' .r•.
(7) TURACT ON WH C L /
LOCATED Owner: c' 't
No. o acres Will this be
the only welt on this vecQ
(8)PROPOSED CASING PROGRAM
Plein Casing
112 in. from 0 ft. to _ 15 ft,
in. from ft. to ft.
Perforated casing
_/Q—in. from 15 It. to 30 it,
in, from ft. to ft.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and piartsfor plugging
it:
(10) LAND 0bkWHICH G80UNq WAIERILL 13E USED:
Owned$): a' 'L. No. of acres:
Legal description: y �.✓'� �. sJr-'ird •ni" I�/n. �.-_..t� �,
(11) DETAILED _DE5CRIPTION of the use of ground wpter:Hpnsehol �x and domestil ell, mint .ndirote type of d.sposol system
/� // ! [ �y
10 6e uw4. \ oe If" )c!/ '2�✓I _ /i.J
(12) OTHER WATER RIGHTS used on this land. Including walls.
Typo or. right - Ued tpo for (pu)� Description of land on which used
rivr
(13) THE APPLICANTS) .STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
TRUE:,T.O;THE. BEST OF HIS KNOWLEDG:E.:.
is i,-
jfGNATt7R! A N
F 4
+ i Yt •�*'� 4•A'g°� S �c' i1 ef+ f l
Use additi
000025
per ,If more space it re tuld -
art'
J
•J J J—J
(5) THE LOCATION OP THE POSED WELLand Ihnnroaon
which the water will bo usCd must Ila Indicated on tho diuyr:on below.
Use the CENTER SECTION 0 sartion, FA0 acres) for Ibe wtdi h1cauon'
I
I(---
/MILf:.62a0 BEET— Y
+ +
4-
1- + + 1_ _(_
LINE
NORTH SECTION LINE _ ,(f
NORTH+ZT
+ —
I
4- +
Z
mC ^
-4_
Vr
Z
+ 4—
1I�"
+ -. "T -7 T +
_ u
SOUTH SECTION LINE
+
+
4- " . 4 i-
t — -(-
— +
4--+— 4 — i- — -t-
The scalo of the diagram is 2 inches - 1 mile
Each small square represents 40 acres.
WATER EQUIVALENTS TABLE (Rounded Figuratl
An acre-foot coven 1 acre of land 1 foot deco
I cubic foot per town* IUs) ... 449 gNfom Per ntinul4 (ppmi
A family of 5 will rqufre approeinil t me fog' Of will" par Ye -
I scie-foot ... 43.560 cubic Inst ... 325.So0 gallons.
I Ado ppm Dumped cdntinuou iv for one day yroouen 4.42 mt4vet.
T
I ---
16) T L MUST BE LOCATED BELOW-
hV71lissllRRrs Inns secUun Inres.
)!2 4 yr.. line
panty or vun 1
,e It. from sec. line
tent m ,acral
LOT—; BLOCK _FILING a
sunofVISION _-=' .r•.
(7) TURACT ON WH C L /
LOCATED Owner: c' 't
No. o acres Will this be
the only welt on this vecQ
(8)PROPOSED CASING PROGRAM
Plein Casing
112 in. from 0 ft. to _ 15 ft,
in. from ft. to ft.
Perforated casing
_/Q—in. from 15 It. to 30 it,
in, from ft. to ft.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and piartsfor plugging
it:
(10) LAND 0bkWHICH G80UNq WAIERILL 13E USED:
Owned$): a' 'L. No. of acres:
Legal description: y �.✓'� �. sJr-'ird •ni" I�/n. �.-_..t� �,
(11) DETAILED _DE5CRIPTION of the use of ground wpter:Hpnsehol �x and domestil ell, mint .ndirote type of d.sposol system
/� // ! [ �y
10 6e uw4. \ oe If" )c!/ '2�✓I _ /i.J
(12) OTHER WATER RIGHTS used on this land. Including walls.
Typo or. right - Ued tpo for (pu)� Description of land on which used
rivr
(13) THE APPLICANTS) .STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
TRUE:,T.O;THE. BEST OF HIS KNOWLEDG:E.:.
is i,-
jfGNATt7R! A N
F 4
+ i Yt •�*'� 4•A'g°� S �c' i1 ef+ f l
Use additi
000025
per ,If more space it re tuld -
art'
IN THE DISTRICT COURT IN AND
FOR 19ATER DIVISION No. 5
STATE OF COLORADO
Application No. W-3342
IN THE MATTER OF THE APPLICATION
FOR WATER RIGHTS OF
ROBERT P. GRUETER I RULING OF REFEREE
IN THE ROARING FORK RIVER
OR ITS TRIBUTARIES
TRIBUTARY INVOLVED: WOODY CREEK
IN PITKIN COUNTY
P
FILE_0
IN wATas COnT
Divisioa No. 5
-
• I 17
6r. OF,t6Ln,4.* >
The above entitled application was filed on April 6, 1977, and was
referred to the undersigned as Water Referee for. Water Division No. 5, State
of Colorado, by the Water Judge of said Court on the 15th day of May, 1977,
in accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973,
known as The Water Rights Determination and Administration Act of 1969.
And the undersigned Referee having made such investigations as are
necessary to determine whether or not the statements in the application are
true and having become fully advised with respect to the subject matter of
the application does hereby make the following determination and ruling as
the Referee in this matter, to -wit:
1. The statements in the application are true.
2. The name of the structure is Grueter Well No. 1.
3. The name of the claimant and address is Robert P. Grueter; P.O.
Box 4226; Aspen, Colorado.
4. The source of the water is a well having a depth of 37 feet, and
being tributary to Woody Creek, tributary to the Roaring Fork River.
5. The well is located on Lot 3, Wolfson Subdivision, in the NE$NW$
of Section 15, T.9S., R. 85W. of the 6th P.M. at a point 850 feet South of the
North line and 1450 feet East of the West line of said Section 15.
6. The use of the water is domestic and irrigation.
7. The date of initiation of appropriation is March 15, 1976.
8. The amount of water claimed is 0,055 cubic foot of water per
second of time, absolute.
9. On March 19, 1976, the Office of the State Engineer issued Permit
No.020702-F, for household use, domestic and irrigation purposes, subject
to the following conditions:
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.
1) A decree for this appropriation must be obtained from the
District Court in and for Water Division No. 5, State of Colorado, prior to
the use of this well.
2) The pumping rate of this well shall be limited to 25 gallons
per minute or the actual yield of the aquifer, whichever is less.
C `n r,
10. The well was completed and the water applied to beneficial use
for domestic use and for the irrigation of 4 acres of land on April 22, 1976.
The Referee does therefore conclude that the above entitled applica-
--tion should be granted and that 0.055 cubic foot of water per second of
time is hereby awarded to the Crueter L7ell No. 1, for irrigation and domes-
tic uses, with appropriation date of the 15th day of March, 1976, absolutely
and unconditionally; subject, however, to all earlier priority rights of
others and to the integration and tabulation by the Division Engineer of
such priorities and changes of rights in accordance with law, and further
subject to the conditions of approval of the drilling permit as described
in paragraph 9 above.
It is accordingly ORDERED that this ruling shall be filed with the
Water Cleric and shall become effective upon such filing, subject to Judicial
review pursuant to Section 37-92-304 CRS 1973.
It is further ORDERED that a copy of this ruling shall be filed with
the appropriate Division Engineer and the Stare Engineer.
f
Done at the City of Glenwood Springs, Colorado, this 3Z S day of
Q—fuL3 ;r , 1977.
BY THE REFEREE:
No protest cas filed 1, th,r. matter
The foregoing rulinv 1l naeftrmed
and approved, o,•d is made the
Judgment and Decree of this court. r ate erect
T,Tater Division No. 5
Dated. State of Colorado
c
Water Judge
000N7
April 21, 1998
Dear Mark Bedell
A septic permit was issued for you on 5/27/97 for the property at 1092 Woody Creek Rd. We wanted to let you know that
your permit has expired. Prior to any work on your septic system you must contact our office to obtain a new permit.
Please give us a call if you have questions. Thank you.
Aspen/Pitkin Environmental Health Department
130 South Galena Street
Aspen, Colorado 81611
1-970-920-5070/Fax 1-970-920-5197 or 5039
k)h4M,
000020
PITKINI COUNTY DEPART-AwNT of .P;`lle0111f CTAL HT3ALTII
Box q Aspen Cty Hall .
Aspen, Colorado
• 925-2020
PF14PiiI^t =t
System Loca
Contractor_—___ --
1. Construction appx'ovdl:
Plans and location are hereby*approve3. _
Per•c. rate inches in urinates= /� �' sq. 'feet of
absorption area per bedroom.
,j $ sq. feet• - ,s' §q. feet minimum require-
ment. I
Date 9 ��- y/_—;Inspector
2. Final approval of system:
No system shall be deemed to be in compliance. with the
Ser:a;�e Disposal La-rrs until the assembled syste;a is'approve}
prior to covering any-
7�? $" septic tan'c cleanout with gas seal
Proper materials anal assembly
Adequate absorption area --- --- —
A(�f� Adequate concrete cover (dry wells only) —
Date1Q_j[=x(.____ Inspector
1,V00029 XY;tetalll v.,Itll pori,ut record;: at construct?.on site.
If at any time this sysLem fails a new permit must be obtained and
repair; made imm..diatel.y.
COLORADO DEPARTMENT OFOALTH
Water Pollution Control Division
4210 East 11th Avenue
Denver, Colorado 80220
APPLICATION FOR APPROVAL OF LOCATION FOR SEPTIC TANK SYSTEMS
Applicant (Owner):
Mail Address: AY bX1 %83 City: e Phone: - S95"
A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW:
Attach separate sheets or report showing entire area with respect to surrounding
areas, topography of area, habitable buildings, location of potable water wells,
soil percolation test holes, soil profiles in test holes.
1. Location of Facility: County T��'v City or Town 14 rW1-4
Legal Description Ip,yyalo 0241/ Lot Size: f%exlleS
2. Type of area and facility - Number of persons served: fe 110474
Subdivision Motel Restaurant Trailer Court
Other:
3. Source of domestic water: Public (name):
Private: Well )_ Depth _ Other Depth to first ground water table __
4. Is facility within boundaries of City or Sanitation District: " NO _
If so name:
5. Distance to nearest sewer system: NUNe _.
Have negotiations been attempted with owner to connect:
If rejected, give reason:
6. Rate of absorption in test holes in minutes per inch of drop in water level after
holes have been soaked for 24 hours:
7. Name, address and telephone of person who ,nade soil absorption tests:
8. Name, address and telephone of person responsible for design of the system:
9. Est. bid opening date: V Est. Completion Date: Est. Project Cost: /,ZOD.on
Date:%2�_ _ e
=�
Sign.. ire of Owner
onoo�o
B. SIGNATURES FOR LOCAL &RNNENT OFFICIALS: The undersi.ed have reviewed the
proposal for the location of the above-described septic tank system and
RECOMMEND APPROVAL or DISAPPROVAL in the space provided bela:r:
DATE APPROVAL DISAPPROVAL
/-7
Signature for Local Health Department
-- Signature for Mayor or City Manager
Signature for County Commissioners
Comments:
Signature and Title
Note: The applicant must obtain the comments and signature of at least one of the above.
C. FOLLOWING FOR STATE HEALTH DEPARTMENT USE: Recommendations of the District Engineer
D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION:
000031
WP -10 (Rev. 5-70-100)
a 'Y din to
pa."e 31, Hat ltaoe<
tul,ject to basements for uti am
mal ha located over, along andU�
eject to building restrictions of contained Mummint Wo.
14115 in Kook 310 at page 50. . a
t:hje t to right of way t1wroon for ditches and canals constructed
tine _authority of Che United States.
int tt! ,:i k/ <yn:ar .he he-rdAantatta rad a#pwtra cc% t'w-r=e* b4affigiag. w ■ mairmwe
m1n; t tSc rrtrtai.a asd r"v a►ea. rmtuadrr sa.: rrwAkW rY. Itttta.'i•.ar. =e profit/ tt" ; r/ all cin
clam" sad 4rmwA wYatwty of dw acid parties of for fr't
?,rI vrd perm .r.. "fit: the Aete4ram4m awd apporteaascra.
LD ter fait pt,i ttrt. alpvr bargawd asd dewrtbed. m ttit the s w:d
a,,i a.,ama. frarew. Attd the aaa: pert iesoi the fret tJdIL ►'es .
YC_ :wSurat.Tt d cweaaat Rtaat Mrsus rad agree w sat( vA* w mod par -uv
. and avttV-, tbat at the tmw d the saatatax and dente" of deft parts are
sh.•re eusvey<d, a. of Ct b& etre, palm ah.o;ate and cvdttraatbit tum of rnhcvmw 7r, w
t..�:. r Ly�....i " _•"_ 1.d;„t.r W aaarfal..eratYf tY staul. Luh, W iAM-PM"i rae &AMC M
tr.n taw 00 64-'w dame' i
IN HIT%If SS H'ItERZOF
veal a dw day sad Tar fa.t
}small. Ga:w! atxd DvFiciel am tbt
(SEAQ
KAREN T. WOLFSON
STATE OF
sa.
Grwrof • w r: � .c ,.
rhe Imttwnd inatriwent was acknow:cdded be
i"iR;1' t., Justin J. Wolfson olfson
if tememma oa expiera ♦, h wttaen m7 hmc6 &,d otfcbd neat ■
ttaa.n r.it+..
-
ow..m od..aa.
r�
COLORADO DEPARTMENT OSEALTH .
Water Pollution Contro Commission
4210 East 11th Avenue
Denver, Colorado 80220
DECLARATION OF COVENANTS
KNOW ALL MEN BY THESE PRESENTS, THAT:
WHEREAS, the COLORADO IIATER POLLUTION CONTROL CONiMISSION HAS approved
the following described land, situate in the
of and State of Colorado, to -wit:
(describe entiFe—parcel entire—parcelto be served by septic tank)
as a location for a septic tank, as defined by the Colorado Water Pollution Control
Act of 1966, as amended, for the treatment of domestic sewage on a temporary basis.
NOW, THEREFORE, in consideration of the approval of the above described
land as a location for a septic tank, the undersigned, as the owner(s) of said land
does/do hereby declare that the following covenants shall be and constitute cove-
nants running with said land:
1. When the Colorado Water Pollution Control Commission determines that
a community or municipal disposal system is available and can provide service io
the above described land, the septic tank located upon said land will be abandoned
and wastes from the described lands will be carried to the available co,T:nunity or
municipal disposal system and the owner of the above described land shall bear the
entire cost of constructing and installing any sewerage system necessary to carry
such wastes to the available community or municipal disposal system.
2. If at any time hereafter, the septic tank shall adversely affect the
quality of the waters of this State, the owner of the above described land shall
use such other sewage disposal system as will maintain the quality of the waters
of this State within the limits set by the applicable water quality standards
adopted, from time to time, by the Colorado Water Pollution Control Commission.
3. This Declaration, of Covenants shall be binding upon the undersigned
and the heirs, personal representatives, successors and assigns of the undersigned.
(Continued on reverse side)
000033
DECLARATION OF COVENANTS� •
Paye 2
IN WITNESS WHEREOF, the undersigned caner(s)
Declaration of Covenants as of the day of
has/have executed this
19 _
F__' a��' � z � —
--OWNERS)--
STATE OF COLORADO ,
ss.
AND COUNTY OF
(111
The forenoin Declaration of Covenants was executed before me V*
/
day of
as o ner(s
Witness my hard and official seal.
14y commission expires: � G /1 7 Z
"fary Public
Approved this day of__. 19 . This approval subject to
he
withdrawal if tforegoing Declaration of Covenants is rot recorded within
sixty (60) days of this Approval.
COLORADO WATER POLLUTION CONTROL COMMISSION
By
Technical Secretary
WP -3 0(1-71-40)
0000311
yr
•
November 9, 1971
Mr. Gene Barabe
Woody Creek, Colorado
Dear .ir. Barabe,
IT: Optional requirement on
chlorinated leachfield.
If instead you wish to chlorinate with a holding tank
and distribute to a field this system will be accepted
by this department.
If we earl be of any further assistance to ;roll concerninC
this please contact our office at 925-2020 rj%�'G. }3.
Sincerely,
D. L. 1drkland
Assistant City -County -State Sanitarian
Uh: jiac
A-141XM�
000035
Sandy Botailho
Fixers:
Debby Payne
Sent
Wednesday, June 09, 2010 11:18 AM
To:
Sandy Boteilho; Tyler Lambum
Ca:
Debbie Weinam
Subject RE: Lot 3 & 4 Wolfson Sub
Looks like the wrong parcel numbers are on these accounts. Tyler, before I change them I need to check the data on each account for the valuation, then I will let you know If
that is all I need to do. Sandy thanks for bringing this to our attention.
From: Sandy Botedho
Sent: Wednesday, June 09, 201010:37 AM
To: Debby Payne; Tyler Lambuth
Cc: Debbie Weinant
Subject: Lot 3 & 4 Wolfson Sub
I have been working on the EH files and there is some discrepancy with what the building files show and the GIS & Assessor once brings up. I have scanned what I have from
the architects, and the Clerk and recorder has and maybe you all can tell me where Lot 3 is and where Lot 4 is legally and which parcel numbers attach to which.
--ve S�a_
y
000036
6/18/2010
00003-1
6/18/2010
k
n£0000
A TOPOCRAPHIC SURVEY OF 10T 3
)FOLFSOY SUBDIVISION
REBAR & CAP WITNESS COR. 72V
TIN PLACE ELEV.D7476.5a COUNT, COLORADO
� FOUND REBAR &CAP_ \ i
g / IN PLACE, LS 9184 \ r
N5 10'31 "E 504.39' F1EV = 7521.66'
r
59.00' / iI \ r
EXISTING L.
—( --�-- / r
10a f0 20 M x X/ X x x x
-x— -x—max x -'---_...V � •' ,/
YL I
x WA
1 INCH 20 _ FEET / / ( / / x — - x
\ } r
71.3 ! % x _
1
a
N40-24
55.90'
LA
Z
J'
i
n
IVLx
Ln
71 -
74��� �„
/ y
x
P o
/ 4 / .... � 4" PIPE J . • � I
....... .. .�r( 6" PIPE
/w / / / ! + /
v x ..'. �.... /.
/ /
I
78.1 C1
Q1
I
1 �...... .............
......
� ,.... o ..... • , o� . ', ' .moo 9 :: � - � i
496 Ac. r i
J COWH WALLS S�r9j2tic �,\
9� �o el
FOUND REBAR & CAP
IN PLACE, LS j 20151
NOTICE
ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN 3 YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN 77 YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
c G
00000
I
ti
1.
so
I
FAQ 4jX%
x
BRUSH
I
1
`
1 � I
> = / IL
/ 1
/-'000
S507031"W x.. -x ---x._ x - x. x.. x. _ -
x -- x ----- x -- x -- x - x \ - 410.00'
"-x----�---x---x-- ---x---x.-.-, g 1
-x- 1x. x -x
= 90'01.43-
R = 30.00' NOTES:
L = 47.12' 1) THIS SURVEY IS BASED ON THE NORTHERLY PROPERTY CORNER, A REBAR & CAP
CH = S5070'31'W FOUND IN PLACE, LS # 9184, AND WITNESS CORNER FOUND FOR THE WESTERLY
42.44' PROPERTY CORNER, A REBAR & CAP FOUND IN PLACE, LS # 9184.
�) ELEVATIONS SHOWN ON THIS MAP ARE BASED ON AN ELEVATION OF 757.5' AT
A' ROAD IN7ERSEC77ON NEAR THE EAST QUARTER CORNER OF SECTION 15, T.9 S.,
R.85 W. OF INC 6th P.M., AS SHOWN ON U.S.G.S. QUADRANGLE MAP 'RUED], COLO.
3) DATE OF SURVEY — vUNE, 1992.
4,1 CON70UR iNTUZVAL EQUALS 2 FEET.
I hereby certify that the updated topographic survey
shown on this plat was made by Scarrow 6 Walker, Inc.
under my direct supervision, responsibility and
checking and that it is true and correct to the best
of my knowledge and belief.
Don
Bagent,
L.S.
#26950 J
For
and an
behalf
of Scarrow b
This to certify that the survey shown on this plot was mode by Scarrow &
Walker, ,'nc. ander my direct supervision, responsibility and checking and that
it is true and correct to the best of my knowledge and belief
BY --
Steven R. Pace, L.S. X122580
A NIL _ -
•«:x:.;:.:_. �:::�-::::.,:__. ac._x+.m:.:.:�._wa-, .. >P•�r...:,.�.�«-..nvrac^.m^®mc.�-.."rear�a«� ,_ �..«:;:..:. .ro.��...P.;.,.ar.c amw.n rtt.�m•.-�.a �.„.eY
:.,�«a.,,.<„,,..»..o�:.�.n.c*,,..;.-.�,�w*ur»wx•�..«.,am..«x.mw.wa��.�,wzna.•�;�.«�,::<,o-.wz�sn::,�,
TOPOCR
P
ff$.+g� 1+r (��(/+ !j[7J'10T
�`/jJj�,�
i ,#g8 iii �.I ,3? .\ o....
67
101V
XOLFSOY ks"LIJ-1
pITA,17A, Co&rWT��,
j/�`� /G/.)j` jJ/j�JR�?AR & CAT' WitN'E5S GtiR. `�
f' 1f Ff3lAC iPd TNES
ELE.Y = 7476,53 j6 � r E:•
( D
'Tr �� FOUND R£'RAR � CAP ��� � f
ELEY 7521.66'
f_., ,'" 'r,..'_x_.--..•—x x -.a ..,r -x -x ...,..�..,,-<..,....--x "x"'a-.�,....-x--P�.....:�s 9'^. , sa�"�
:�},v.+k �,e;• .3 ` �•._..�'X--�.,.._—�'yF""..�.^.. F 8�i s oc Y3
a� ' _ sir'
IN
i
NG
f 1
1. .
_ x
_ _ y xx- _
fINa
gP /. "- / I x Ott. WA Y
1 INCH - 20 FEET , �, l r r x _._ _ x ` — — - :
1
_._....._ ..- ___ _ _ ___.�_._. .__
t !
` rIf
X
71,15
PIPE
PIPE
Jew
781 1 dc
xt
1t/
1
WAt' S Fiij Ole"� iJ
IN,
fi
IN
J)f
_,,._-.-""'."....---'r?S.Jt} J , . .. / 1 -. � -s. .i � , C�l��!• ! .}y� 1 t•I:Vp�� Ti } �
!,
`{ `" �, ,sem •Y;Y � � �t� ;; � % � �c., � <
{
i
L
v�IN
( t
(/ HE BEDELL RESIDENCE
00000,
AT WOODY CREEK
0000010
PTfFCIN
COUNTY, Co I
' �• Lit-
— MARK BEDELL 920-3939' yy
4 t- " 309K ASPEN BUSINESS PARK }
ASPEN. CO 6 1 6 1 1 " !
ARCHITECT! WARD AND ASSOCIATES INC.
2945 CENTERGREEN COURT SUITE A
h - (303)44 - 1
BOULDER. FAX 80301
03)4 15-0604
ENGINEER: NICOL/ASSOCIATES d
/ 4730 WALNUT ST. SUITE 2 10
i
BOULDER. CO 60301
J,, _i / - % P i ' •h/ �(303)443-1677, FAX (303)449-2422 �,-_,
i x
L:11.1"r Ke,6,A?! &CAP
:'LAGS, IS 20151
t i _ ._ X., _- ._.. x _..._- __ x . <... ._ X . .__..__ X -. •,� ., ._ .. X _ % _ .._ ___.-_ _.__ �-��'��'i. __.��� -}-/_q.'�'
U �
X
5 1 7 E pL A i� s9oota` (L 0 T 2)
„ = R -_ ,7O.00'
5 c A L E) I 2 L= 4712" S11,Yr'LY J."v ;`-6G -t?„wr�C.�R 4 : CAP.
SSr7G'3t'IY F, UNO hd ' A( S fr 3tE4, A,b` 7 -INN, , L,7R..Lk hfii(!ND FOR etc` irS:LRiY f
42.44' , ROPER -i "RNE'C, A ',3AR & CAP FO;},L ,' RACE, LS j' 5184.
a, Wh ON ;1 s MAP A,^rE cA`it ON' AN' P.E'VAPON Of 'S. ti A
Arr,} A 'OAO 't ftc5 c. 70.h ^LAS'( ;;?ft EAS'' OUARTR W.,?NEP OF SECP)h 15 I'Q S,
R.85 * O 7M): 6th s V AS S. her :;h' .S.t 5. �5'A:)F,Ah' l.t ✓A'' R<< .^, :.vf_i).
4 ;. 4 TG c.l.t�`” ,p '.Y 7l1 ,A;$ �fa ,f::41, '.c 4,.. k:".UY' 6A.S'#s'3 UT'('FJ ANY _
M 5 at; EY } , t'N irA�S , ";tct r ' 71RS, t "Y 5z {t DOTCT, �t J} DAT Of h1 Y ^— IhI:, 1492. f
w E'-yrs1ArVIf ArnOh =ASED L".;>"ANY oaf FGiIN'Wa SUWEY EC CZRM 4? mW 4,i uONIOUR sh'F�,"rAL :'',.§LS 2 rEE7. ?is to cer!i!y that the survey ! �::wr. r }t;; p.10! w,as Jrcwe b nr,:»' & �
N tti' +'(.!k':, Ixs,,,f, ME fACE Of a if��CAi se `'xi^}V� f,:iY "Pt - '.R ., .<. �. .3.�.�
Walker, Inc. order my direct ,tpmrnSn,^, rEy;n r'#y G;)tcKr^g c^d t":r`
.. ..,,..__ »«m,:.,:..«.e,s•..> :a ..«+ �,...,....,•.�«r.,s...•�rr a..:-.v.�.=..s- �:.., rte.«,.,,:« -<„..m. ,.,...,a...,�.,....«.�.» « .. >,�.. .<x m� _ :.a«,w.a ! ft rs .rile ar-d correct }0 the ,1;H�i o! y K!?:.y W d «P.3
I hereby certify that the updated topographic survey 7e .
ktY9 1 _.._._. C� r r� r shc:wn
on this plat was =ide by Scarrow h Walker, Inc.
f
sheet no, f r ,} L.)`td 61� i1 �/ GG i7t3J�.a�i lydl r, direct supervision, responsibility and �(1®
na. xesrip lun u. (cYl,.:=n Trite n; ,)e ar4.r ,p ' i, fllty
/h///may/♦� p��y of my k wle ge it i arae and correct to the best t l St k. .ore, _ �. �tT� ! / p
.._... ui!Fsr-f.. j.t%!r4.. ('v y..�f4'. �' L-G!'�. '-.• •'P±J t%. % � � 4!.[ bl'� 6J � .. u{ VO � �•�� * � &
d'a;an ;Y}r,t�r 92115.. F EEi25 & L SURJLYr3i� vt my knowledge b:Lief. a f1�
A t s< ,i 1. - NCIN AND
PO, t} . 4 OF - {pz -0 269.5
d, Ircwn by iiAG 818 Colorado Avenue
uJ'a
For and or. b�et.aLf ofSc
"rraw 6�1 a.G'erlwood Springs, Colorado 81601 ---- 9�
es)gnbE1031 945-8664
�►' QL�Jr
,
y..�.,.,..,.,.,, .,..,.. x, .,:.,�"�,_..,,.��,u, ,�,..tia,.��.,«�.�-�.,,,..,,,,: �:,�..,- _--«�.�.•::;.:�.;�_...�,.;:�..�..,�.�.�,.�...�._..<,<,.,�,.�:-,R.=� �,:,�, «,� �-.,a,n....ar,�.�ax,.Km,,»...�...�,.,.a,,�.,._��...,,.,:�..,�,«..,�.,....,:�...,.��,�.xM��.,.�.»_.�.,,,w,...�,�...�.�....K...,.�.Mn...:4..»..�..->:o:..,,�.a>� ��
pip1-
1