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Pitkir~ounty Environmental Health Departmg~tt
Perri,~`or an Individual Sewage Disposal S~,,}m
0405 Castle Creek Road, Suite 10, Aspen, Colorado $1611
Phone 970-920-5070 /FAX 970-920-5077
Permit # 04085
Parcel ID # 2463-133-01-009
Type of permit New( ) Repair( ) Addition/Remodel to House(X )
Name of Owner John Fietre
Street Address 642 Hand Drive Carbondale, CO 816
Property legal description Lot 9, Block 2, Prince Cre ubdivision
Size of lot 3 acres Total squa footage of the house
Water source Spring -community water source fo rince Creek
# of bedrooms in house # of offices, io & similar sized rooms in house
Caretaker unit 0 /fixtures Total square foo a of the etaker unit
# of bedrooms in caretaker unit # of o es, lofts imilar sized rooms in caretaker
Designed for what # rooms (list) 1 bedroom above de hed gar e
Designed by John
Mailing Address 642 I
Perc rate 20 Prc
Minimum Septic tank capacity
Septic permit approved d
must be approved by this
depth 7 ft Depth
Greater than 7 ft
117 sq ft w/ 50% reduction
with the design and specifi lions dated October 20, 2004. Any changes
id the design engineer ri to them being made.
Minimum horizontal distance etween mponents of the syste and physical features shall conform to the Pitkin
County ISDS regulations. The 'eld shout eat least 20 feet m the building.
A 1000 gallo o compartment s tic tank shout stalled with an effluent filter on the outlet. A level manifold
will distribute e t to two trench each having 4 chambers. There must be at least 6 feet of undisturbed soil
between each trench. a trenches ould not be installed more than 3 feet below the surface because the profile
hole was only excavated feet.
This department does not endors b nd of products. This permit must be kept on-site during installation.
The engineer must do a final inspecti a installation and submit an as-built letter to this department. This
department must also be called for an insp lion with a minimum of 48 hours advanced notice.
'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be
followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly
encouraced.
Permit approved by: 1 '(/].Irl1Gl ~'Sl JDC' 1~ Date
Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered
satisfactory. Percussion is hereby granted to the owner or the agent to pertorm the work indicated in accordance with the Pitkin
County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from 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 drawings must be Included with this permit before the final approval wi I be issued.
Installer: JoeZamora (~/BAs-~~ - ('~( 2.
Final,approYal: Date:
PITKIN COt7NTY ENVIRONMENTAL HEALTH DEP"4i RTMENT
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
0405 Castle Creek Road, Suite 10, Aspen Colorado 81611
Phone (970) 920-5070 Fax (970) 920-5077
Name of OWNER ~Ljd~
Owner's Mailing Address H,~ /f .C
Ci ,State, Zi ~ fj Business Phone:
Home Phone: • 9 3 / E-mail Address:
Primary Contact Person (all communication regarding this permit will go through this person)
Name Q ~'
Com an
Contact Mailin Address ~ ~ rJ 2_
Ci ,State, Zi P~
/ .Business Phone : 3 Q
Cell Phone : y
Fax : v{ - E-mail Address:
7
Parcel ID # (available from assessor's office
at 920-5150 or at www.oitkinassessor.ora )
Building Permit # (if available)
Street address of property ~~ ~~
Legal Description: Lot 9 ,Block ~ ,Filing
Size of lot: ~ acres.
Total square feet of house
Caretaker Unit: Attached ( )
Total area(sq. ft.) of caretaker unit
Type of proposed structure:
-1~3-0/ -OQ
,Subdivision
# of bedrooms (potential) in house
Detached
caretaker
Permit is for: New Home ( ) Repair due to failure ( ) RemodeVAddition ( ) Emergency use ( )
Water: Private well ( ) Spring (Stream ( ) Community/Public Water System ( )
If community system: Name of system
The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 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, irdgaton ditches, lakes, water courses, streams, floodplains, dry gulches, and existng 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 Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless
should the individual sewage disposal system fail or malfunction. The e ' to construct is issued on information submitted by
the applicant orhis/her representatives. The owne sume sponsibili in /a ^of failure of the system.
Signature of applican ~J Date /o p
Received by Receipt # /0~~ Date j0
GtisdsUsds applic\isdsapp rev072904.doc
o ~ o
Pitkin County Environmental Health Department
Contact Log Sheet
Name: ~ 9 Z S'-3 1 -
Parcel 1D#: Address: -a
D to Person S oken To Comments /Action to be Taken Initials Time
p ~ ~ ~.
s
,,
ti Lc-~
d
YVI.t
t D r5,
E-i ~ r.K .;
phone 970-920-5438
fax 970.920.5077
0405 Castle Creek Rd, Aspen CO 81611
e-mail pdab@a.aspen.co.us
To: John From: Carla Block
Fax: 925-9530 Pages: 2
Phone: Date: 10/20/04
Re: septic pennit CC:
^ Urgent B For Review ^ Please Comment ^ Please Reply ^ Please Recycle
Give this permit and the map you drew to Jce. He should keep the installation shallow. Your profile
hole was only dug to 7' and we need to be sure you have 4 feet of good soil below the system. That
means the infiltrators should not be installed deeper than 3 ft below the surtace.
Give me a call when you are ready for an inspection.
If you have any questions regarding this permit, please give me a call.
Thank you,
Carla
January 2, 2007
John W. Fietze
642 Handy Drive
Carbondale, CO 81623
Re: Parcel ID #: 2463-133-01-009
Property Address: 642 Handy Drive
Legal Description: Lot 9, Block 2, Prince Creek Subdivision
Permit #: 04085
Dear Mr. Fietze:
This letter is to advise you that the Individual Sewage Disposal System (ISDS) permit for
the above stated residence/property has expired. The permit applied for became invalid 6
months from the date that the permit was issued.
If the project has not been completed or was put on hold and you require a permit
extension, please let us know. If this project has been abandoned, please notify this
office.
Please respond by January 30, 2007, otherwise we will close the file and a new
application for the current project will need to be submitted.
Please contact us at (970) 920-5070 if you have any questions.
Sincerely,
~~
Alicia Gomez
Administrative Assistant
Environmental Health & Natural Resources
cc: Pitkin County Community Development
Required Conditions of Auaroval for Fietze 1041 Hazard Review Site Ptan
1. No development is permitted outside the designated building envelope(s), other than
what is necessary for wildfire mitigation.
2. The property is located within mule deer and elk winter range and lies within %< mile of an
important winter concentration area. The property is also adjacent to a very active black
bear fall feeding area. The following measures are required to avoid further impact on
wildlife:
a. Any dog(s) on the properly must be in a fenced enclosure, kenneled, or leashed at
all times when outof-doors; for the purpose of this requirement, "electric fencing" does not
constitute a fenced enclosure or kennel.
b. If and to the extent applicable, the property owner shall comply with the General
Standards for wildlife habitat areas specified in Subsection 3-80-080(A) of the Pitkin County
Land Use Code. Native vegetation outside the building envelope shall be maintained. An
orange safety fence shall be placed around the construction site to prevent any
unnecessary vegetation disturbance. Any areas disturbed outside the building envelope
must be revegetated with native plants according to the then-current Pitkin County
Revegetation Guidelines, or as otherwise approved by the County Wildlife Biologist, in
writing.
c. Mesh or woven wire fences are prohibited. Any wood fencing on the property shall
(i) employ 3 rails or less, (ii) be of the round or split rail type, (iii) not exceed 48" in height
above ground level and 12" in width (top view), and (iv) have at least 18" between two of
the rails. Wire fencing shall consist of no more than 3 strands of smooth wire and shall
not exceed 42" in height.
d. Approved, bear-proof Wildlife Proof Refuse Containers, as required by BOCC
Ordinance # 010-2001, "Establishing Regulations and Standards Regarding the
Protection of Wildlife," shall be used on the property. The use otfrult-bearing trees and
shrubs shall be avoided in connecticn with any new landscaping.
3. The following wildfire mitigation measures are required:
Defensible Space:
The area around all structures (limited by property boundaries which may limit the
property owner's ability to comply with this section), shall incorporate landscaping with
wildfire defensible space considerations as follows, provided. that actual vegetation
manipulation to meet these conditions may not be necessary where the natural
vegetation patterns have already fulfilled these conditions:
a) Brush, debris and non-ornamental vegetation shall be removed within a
minimum 10' perimeter around alt structures.
b) Vegetation shall be reduced to break up the vertical and horizontal
continuity of the fuels at a minimum of a 30' foot perimeter around a structure
built on flat ground. (Far greater slopes, reference CSFS Safety Zone Chart,
Page 13, Wildfire Guidelines For Rural Homeowners.)
c) Spacing between clumps of brush and vegetation within the 30'
perimeter shall be a minimum of two times the height of the fuel. Maximum
diameter of the clumps shall be two times the height of the fuel. Ail
measurements shall be from the edges of the crowns of the fuel.
d) All branches from trees and brush within the 30' perimeter shall be
pruned to a height of 10' above the ground with removal of ladder fuels from
around trees and brush.
e) Tree crown separation within the 30' perimeters shall have a minimum of
10' between the edges of the crowns, except for mature stands of aspen trees
where ladder fuels have been removed. In areas of aspen regeneration, the
spacing guidelines of paragraph (c) above shall be followed.
f) All branches that extend over the roof eaves shall be trimmed and all
branches within 15' of chimneys shall be removed.
g) The density of fuels within a 100' perimeter of the structures shall be
reduced where natural reduction has not already occurred.
h) All deadfall within the 100' perimeter shall be removed.
i) The property owner shall be responsible for the continued maintenance
of the defensible space vegetation requirements.
Structural Design and Construction Requirements:
The area is mapped as a Severe Wildfire area. Roofs shall be constructed with a
roof covering of non-combustible materials installed on a Class A roof assembly.
Non-combustible materials shall be one of the following: cement shingles or sheets,
exposed concrete slab, ferrous or copper shingles or sheets, slate shingles, clay or
concrete roofing tile, or other approved roof covering of non-combustible material.
Wood shake/shingle roof coverings are prohibited. Roofs with less than a 3:12 pitch
are not permitted unless they:
1) Use roof coverings constructed of non-combustible materials and
installed on a Class A roof assembly;
2) Use roof coverings with surfaces that facilitate the natural process
of clearing the roof;
3) Use roof designs that facilitate the natural process of clearing roof
debris (protrusions above the roofline, such as parapets, are prohibited);
4) Are installed as required by the International Building Code and
have a minimum slope of 1:48; and
5) Have had the roof design, covering(s), or equivalent assemblies
specifically approved by the Fire Marshall prior to submittal of a building permit
application.
Vents shall be screened with corrosive resistant wire mesh, with mesh '/:'
maximum. Structures shall comply with any County requirements for in-house
sprinkler systems.
Maintenance/Miscellaneous:
a) Roofs and gutters, as well as fences, shall be kept clear of debris. Wood
fences shall not connect to structures.
b) Yards shall be kept clear of alt litter, slash and flammable debris
. c) All flammable materials, including firewood/wood piles shall be stored on
a parallel contour a minimum of 15' away from any structure.
d) Weeds and grasses within the 10' perimeter shall be maintained to a
height not more than 6".
e) Any fuel tanks shall be installed underground with an approved
container. Any propane tanks shall be installed according to NFPA 48 standards
and on a contour away from the structure with standard defensible space
vegetation mitigation around any aboveground tank. Any wood enclosure around
the tank shall be constructed with materials approved for 2-hour fire-resistive
construction on the exterior side of the walls.
-f) Each structure shall have a minimum of one 10 Ib. ABC fire extinguisher.
g) The property address shall be clearly marked with 2" non-combustible
letters and shall be visible at the primary point of access from the public or
common access road and installed on anon-combustible post.
h) New utility lines shall be buried.
~~~`.r~.-1 1
HEPWORTH-PAWLAK GEOTECHNICAL
September 9, 2004
Prev Construction
Attn: Larry Zugschwerdt
031 1 Handv Drive
Carbondale, Colorado 81623
Hepwn`IYfi-Pawlak Geocech~icel, Inc.
5020 Cowry Read 154
Glenwood Springs, Colorado 81601
Phone:970-945-7985
Fax:970-945-5454
email: hpgcoChpgcomeh.com
Job No. 104 659
Subject: Percolation Testing, Proposed Septic Disposal System for Garage
Addition, Lot 9, Block 2, Prince Creek Subdivision, 0642 Handy Drive,
Pitkin County, Colorado.
Dear Mr. Zugschwerdt:
As requested, Hepworth -Pawlak Geotechnical, Inc., performed percolation testing at the
subject site. The testing was done in general accordance with our agreement Ibr
professional services to Frey Construction, dated September 1, 2004. The excavation for
the garage will be done at a later date.
Three percolation holes were observed on September 2, 2004 at the locations shown on
Figure 1. The holes were excavated prior to our arrival on-site. 'I7te test holes (nominal
12 inch diameter by 12 inch deep) were baud dug in the bottom of shallow backhoe pits
and were soaked with water by the client one day prior to testing. The subsurface profile
exposed in the percolation holes consisted of 1 foot of topsoil overlying silty sandy gravel
to ilre bottom of file percoiation tes itofes, about 4 feet.
Percolation testing was conducted on September 3, 2004, by a representative of Hepworth
- Pawlak Geotechnical, Inc. The percolation test results are summarized on Table 1. The
percolation test results indicate an infiltration rate between 15 and 26 minutes per inch
with an average of 20 minutes per inch. Based on the subsurface conditions encountered
and the percolation test results, the tested area should be suitable for a conventional
infiltration septic disposal system.
Parker 303-841-7119 • Colorado Springs 719-633-5562 Silverthorne 970.468-1989
.~
prey Gonstruciion
September 9, 2004
Page 2
,n~.
w~
The profile pit was observed on September 9, 2004. 'fhe subsoils exposed iu the Prole
Pit consisted of about I foot of fill, l foot of topsoil and 2 feet of sandy clay with
scattered gravel overlying silty sandy gravel with cobbles to the pit depth of 7 feet. No
free water was observed in the pit and the soils were slightly moist to moist.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH - PAWLAK GEO'I'E~L. INC.
RE
Jordy Z. Adamson, Jr.,
IZev. by: DELI
,1ZA/ksw
attachments Figure 1 -Location of Percolatiou'fest Holes
'Table 1 -Percolation Test Resuhs
cc: Ilepworth-PawlakGeotechnical, Ina (Silverthonre)-Attu: Andy Kosse
Job No. 104 659
Gec~t~ech
BENCH MARK: GROUND AT PROPERTY
CORNEP.; ELEV. = 100.0', ASSUMED.
HANDY DRIVE
~ 1010
BUILDING ENVELOPE PROFILE
P 3~ PIT
\ DRIVEWAY P 2~
\ P 1D
EXISTING EXISl1NG /
RESIDENCE CARPORT
(AND FUTURE
\ GARAGE)
/~
~ 1020
SHED ~ ~
i
\ i
i /
i
i
r----1
EXISTING _ ' / /
~ LEACH 1020 \
~ FIELD I /
L____J
i
i
i
1010/ /
V
LOT 9
2.50 ACRES
i
LOT 8
I
PROPERTY
LINE
WATER
TANK _ _
AREA ~
APPROXIMATE SCALE ~
1 ° = 40' ~
104 659 HEPWORTH-PAWLAK LOCATION OF PERCOLATION TEST HOLES Fi ure 1
GEOTECHNICAL, INC. 9
~. _ ,
HEPWOPTH-PAWLAK GEOTECHNICAL, INC.
TABLE ?
PEr COLATION TEST P.ESULTS
JOE NO. 70=' ~ =_~
HOLE NO. HOLE DEPTH ', LENGTH Or WATEP. ' WPSER DROP IN
(INCHES) INTERVAL ~ DEPTH AT DEPTH AT WATER
I (MIN) BART OF END OF LEVEL
F-1
-- p-2
P-3
37
41
46
INTERVAL INTERVAL (INCHES)
(INCHES) ~_ (INCHES)
15 i 6 ~ 4 ~/z ~ 1 Yz
4 ~/2 3 3/4 3/4
Water added 8 ~ 1
7 ' ~ 6 Ya i 3/~~~
__ I
~ 6 ~/4 S ~/'_ 3/4
5 1 /Z 5 ' 1/z i
5 4 Ua I 3/a
_.. 4 ~/4 3 3/4 ~/2 ~~
1Jr ~ 6 ~~ ~ 3/4 Z ~/4
Watzradded I 9~/a ' 7 ' 2'/a
7~__ 5 Vz 1 ~/z
5 Yz 4 I 1 Yz
Water added ~ 7 3/a 6 ~/z i 1
6 '/z ~ 5 Yz 1
5 Yz ~ 4 ~/z 1
4 ~/z 3 '/z 1
15 6 4 ~/z 1 Yz
Water added 9 '/a 8-~-l ~/4
8 ~ 7 I 1
_ 7_ I 6 I 1
~ -6 5 /a 3/4
I 5 '/a 4 ~/z 3/a
4 Yz 3 3/a ~ 3/a
I~ -
3 3/a 3 3/a
76
20
Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on
September Z, 2004. Percolation tests were conducted on September 3, 2004. The
average percolation rates were based on the last three readings of each test.
i AVERAGE
PERCOLATI' r,
i RATE
i (MIN./ING'
r,,~2 ^
~(~_~
Pitkin County Environmental Health
OWNER/BLTILDER ACKNOWLEDGMENT
4-10.1 Permit Application required:
If the ISDS is designed by the owner/builder, he/she must sign an
acknowledgment assuming full responsibility for costs or delays incurred
because of errors resulting from his/her lack of knowledge of the pertinent
Regulation, or failure to properly design and build an ISDS in conformance with
the Regulation.
I assume full responsibility for costs or delays incurred because of errors
resulting from my lack of knowledge of the pertinent Regulation, or
failure to properly design and build an ISDS in conformance with the
Regulation.
_----
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SEPTIC TANK SERVICE Vii. Portable Toilet Rental E3 Service
1555 HIGHWAY i33•CARBONDALE,COLORADO 81623• PHONE 963.3814 OR 963-2340
t
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PITKIN COUNTY HEALTH DEPARTMENT' C
PERMIT NUMBER j~ 706026 RECEIPT NUMBER >~~~`-~
Owner ~~ ('-~\a_,.~iea Phone No. /~~16J'-.3yS,S
Owner's Mailing Address ~°j( `1~(3 Cr.*~*--~~ t'f~Xn ~~(ot-j
Contractor ~MF Phone No.
Address
System's Contractor's Name S,,,tt~
Address
Legal Description
Lot Size ~ ~ S ° Ae ~~ Type of Building by Uses f
Number of Bedrooms z Type of Water Supply ~~~t-~ : ^ ~~~ ~~Ek~J~
Owner's Signature ~~~ ~^x~ a Date s ~~ ~~ 6
PLOT PLAN: ATTACHED AS REQUIRED
Type of Individual Sewage Disposal
Type of Soil or Soil Classification /~L.Lf1~'~~ / ~ C~~-" /
Proximal Location of Bedrock ~~a'T ~FTE,Q/~I//l~f' ~ ~ g /
i
Proximal Location of Ground Water Table ~7 ~FT~.~/t9//I/E~ ~
Percolation Test Date SS Minu s Pe Inch/~~
Minimum Recommended Absorption Systecm Size BOO ~ / 6 / ~ ~
Minimum Recommended Tank Size ~/
Special Conditions of Issue: ~ Nonce
When properly signed for issuance, this application
becomes your permit. Application valid one year from
date. If an individual sewage disposal permit is issuetl
for property on which no building permit has been
issued, the indiv itl ual sewage disposal permit shall
expire 120 days attar its issuance if construction hes
not been commenced. Any change in plans or speci-
fications after the permit has been issuetl invalitletes
the permit, unless approval is secured from the Health
Officer for such changes.
~ !,~
Approved for Issuance By ~ Date _ ~"~~~~
FINAL INSPECTION APPROVAL ~ Date
(Drawing of System on Back)
- ASPEN~PITKIN
ENVIROF,o./IENTAL HEALTH OEPARTII.,,,,,,~aVT
R$pL~T RH2 WA1ER AND SSPPIC SYS~I II1SP'!i
IISE Pffi2lILT APPLIQITICni
Date Requested- ~ /~S / ~,(~ Check/Receipt Number
ill To_ {Z i c~_ u,.- ~a~ l~e ~! I.I~t..;o ~ i cp h., a S o.,, ~d w, n,r c r~ T o
Inspection Requested
Original Report To Be
Copy Of Report To Be Sent
PROPER77C II~CH2P41TICk~1:
Property Owner__~P S, . + 1 u ti ~ a ln) ~ i ~Q
Parcel ID Number
Legal L4, L4, T S, R_W;
Lot, Block~~ Filing ~ Subdivision Pv. SAO C vHrk, S~I~
Building Occupied_
Date Septic Tank Last
a ~.o . Age of
DEPAR74ffia REO~[i'QS-
Pprmit Number 7G~~ Year Issued ) ~ > 6 No Records Found
Septic Tank Capacity 12SC7 (Gallons) Septic Tank Materi - ~, ~
Leach Field Size li`~~~r~ (Sq. Ft.) Leach Field Type
nat ion~~f' f - 8~ or~~~ ~~~~,.A~
Soil Conditions: Dry Saturated Show Gavered_ Other
Septic System: Functioning Satisfactorily.~'~ Not Ftnctioning
Cam~aeruts:
Water Supply: Public: Name f n,,,-.~~ „~..i.a-.~ 1. ~e ~1 -
Private: Well , S]i~Ting_, Cisterr>`_. Shrfaoe ,
Other
Well Construction And Location: Approved
unapproved Hecau ~ n
~I 1..-~..e._ T.. -~-. i 1. .. _.. .~ _ - - ~ ~.~'7-T~L~
Test: Lab Nuunber Date
Acceptable
Other
A.P.E. H.D.:4/87
--73va
130 South Gelane 6treet Aapen, Colorado 916'H 303/926-2020
_. .
~, _~
PITKIN COUNTY ENVIRONMENTAL HEALTH
Field Test Data Sheet on Percolation Test
PROPERTY OWNER
MAILING ADDRESS
LEGAL DESCRIPTI
LOCATION OF TEST HOLES
Three (31 test holes required per system
~~ /
Test Hole Depths (24" minimum)
,/ i~
Diameter of Test Holes ~ 7
Water remaining after 24 hour soak
U7` ~-
Z7z~
/ y it
c~
~~_~ `~~5
~ ,~
~-
iy"
TEST HOLE No TEST HO E No. 2 TEST HOLE No. 3
29~
Dro Time ~ 3
Drop Time
Drop Time
S ~- 5 _~
i. ,~ 2 ' SO "~ -O,
9 g ~. 3 5 ~ 6 /6
-3 'Z ~ ~5 I 2b
~~' ~5 ~ I 5.35
S~5 S-~6
~3' syG
~ . S55 SSA
Percolation Rate Each Hole 5 / ~L~ S
Average Rate~~
Comments on soil or site: /~G /j `
~7/GZi:'~cN,L'7xL~ ~LG~~'a~~OL~ ~'~aL C /1 m~Y ~,~'J~
Signature
OF
l
L
Date 5 ~~