HomeMy WebLinkAboutpitkin.eh.264326402001 (2004)Permit # 04067
i
Pitkin County Environmental Health Department
Permit for an Individual Sewage Disposal System
0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Parcel ID # 2643-264-02-001
Type of permit New Repair( ) Addition/Remodel to House( X )
Name of Owner Reiner and Mary Klawiter
Street Address
220 N Starwood Drive
Property legal description
Size of lot
R-20 Starwood Subdivision
Total square footage of the house 5738
Water source Community/Public Water System - Starwood
# of bedrooms in house 4
Caretaker unit
# of bedrooms in caretaker unit
Designed for what # rooms (list)
Designed by
# of offices, lofts & similar sized rooms in house
Total square footage of the caretaker unit
# of offices, lofts & similar sized rooms in caretaker unit
FIVE (5) = 4 bedrooms and a 2nd office with access to a bathroom
Church & Associates
Permit information
Mailing Address 4501 Wadsworth Blvd Wheat Ridge, CO 80033
Perc rate existing Profile hole depth Depth to groundwater or bedrock
Minimum Septic tank capacity 2188 gallons Minimum Absorption area 2711 sq ft
Comments
This septic permit is approved per compliance with the engineer design and specifications dated August 25, 2004.
Any changes must be approved by this department and the design engineerrp for to them being made. Minimum
horizontal distances between components of the system and physical features shall conform to the Pitkin County
ISDS regulations.
The design is to enlarge the existing system to bring the system into compliance with present regulations & sizing
for 5 bedrooms. The existing black water and grey water septic tanks and the distribution box will be properly
abandoned. A new 2500 gallons tank with a pump in a Biotube pump vault will be installed. An additional 3ft X 90ft
pipe and "deep" gravel trench (a total of 2 ft of gravel below the distribution pipe) will be added to bring the system
up to current regulations sizing. To allow even distribution to the 7 deep gravel trenches, a new distribution manifold
with a flow control on the pipe to the one shorter original trench will be installed.
This department does not endorse any brand of products. This permit must be kept on-site during installation.
The engineer must do a final inspection of the installation and submit an as -built letter to this department. This
department must also be called for an inspection 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
encouraged.
'2Permit approved by: Date:�=2- (C"'
Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered
satisfactory. Permission is hereby granted to the owner or the agent to perform 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 will be issued.
Installer:
t
Final approval:e,Lk&;�.[, Date:
t/
PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
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 -r4ASCF- a M&E, V-U%W )—f1iF---
Owner's Mailing Address 111-5> 2 2
City, State, Zi Business Phone: I-7 o ' " - Z 5 1
Home Phone: q Z E-mail Address:
Primary Contaci
Person (all communication regarding this permit will go through this person)
Name P
WC
Company 0 �
tt
9� P&V[ & 1 �I l
Contact Mailing Address
City, State, Zi
FCX `t�1'2 _ //��
C0 ( Business Phone: (' l!'�
Cell Phone: l i5� Fax : Z7 ` E-mail Address:
Parcel ID # (available from assessor's office 61
at 920-5160 or at www. itkinassessor.org)—
Street address of propertypp
Legal Description: Lot t\� T -p Block Filing Subdivision
Size of lot: acres. Type of proposed structure: IBESVE
Total square feet of house 1 -37 f) # of bedrooms (potential) in house .4
Caretaker Unit: Attached ( ) Detached ( )
Total area(sq. ft.) of caretaker unit A # of bedrooms(potential) in caretaker unit
Permit is for: New Horne Q<C ) Repair due to failure ( ) Remodel/Addition (x) Emergency use ( )
Water: Private well ( ) Spring ( ) Stream()� Community/Public Water System (�
If community system: Name of system 6yb Aw(-
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, 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 Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be
should the individual sewage disposal system fail or a unction. The permit to construct is issued on informa
the applicant or his/her representatives-. The owner ass mes fullers ansb ility in case of failure of the system
Signature of applicant /, —r
Received by '��/v lC�
G:\isds\isds applic\isdsapp rev050103.doc
Date
Receipt # ��� �J Date
Pitkin County Environmental Health Department
Contact Log Sheet
0 0
jima@co.pitldn.co.us, vicldm@co.pitldn.co.us, tonyf@co.pitkin.co.us, nancyb@co.pitlun.co.us, stephd@co.p
To: jima@co.pitkin.co.us, vickim@co.pitkin.co.us, tonyf@co.pitkin.co.us,
nancyb@co.pitkin.co.us, stephd@co.pitkin.co.us
From: Nancy MacKenzie <nancym@co.pitkin.co.us>
Subject: Klawiter - 220 N. Starwood Dr, Lot R20
Cc:
Bcc:
Attached:
I am just about ready to issue the septic permit, so okay to issue the building permit.
Printed for Nancy MacKenzie <nancym@co.pitldn.co.us>
sullivan.Rose Ann, Klawiter 1041 Oizul M �D(o 4 3-2k)`1
To: sullivan.Rose Ann
From: Carla Block <carlab@ci.aspen.co.us>
Subject: Klawiter 1041
Cc:
Bcc:
Attached:
Hi Rose Ann,
I looked over the '1041 application and it states the engineer is proposing to use the old septic.
They can propose that, we may not accept it (although I do remember having a conversation
similar to this with an engineer recently and it sounded OK). I will wait for it to come in through
our d212t and we will either approve or not. I saw that the applicant paid a $378 fee for the review.
We charge a $600 permit fee if they go for a septic permit. I did not spend much time on this at
all and will focus on details when we get a proposal. Any way to refund thiff Eli fee because
they will pay us d rectly when we have a more detailed plan??
Just wondering. I don't even know how it is routed. Do you know who is in charge of the billing
so I can have our temp make sure funds for land use reviews end up in our account? It has
always been a gray area.
Thanks,
carla
Printed for Carla Block <carlab@ci.aspen.co.us>
n
PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES
DATE: 8/30/05
Send to: David Panico From: Alicia Gomez
Fax Number: 927-6929 Phone Number: 920-5087
CC: Church & Associates Number of Pages, Including Cover: 2
CC Fax Number: 303-463-9321
❑ URGENT ❑ REPLY ASAP ❑ PLEASE COMMENT ❑ PLEASE REVIEW E FOR YOUR
INFORMATION
COMMENTS:
Septic Permit # 04067 for parcel 2643-264-02-001, owner
Klawiter, has been finalized.
fax ever
Pitkin County Environmental Health and Natural Resources
0405 Castle Creek Road Suite #10, Aspen, CO 81611
Phone(970)920.5070 1 Fax(970)920.5077
Web site www.zispenpitkin.com/depts/12/
40
InTE CHURCH and Associates, Inc. adivision of
Integrated Testing and Engineering Company of Denver Metro, LLC
Geotechnical & On -Site Wastewater Engineering . Environmental & Geological Engineering . Construction Services
August 8, 2005
Reiner and Mary Klawiter
1735 Westminster Drive
Cardiff, California 92007
Subject: Installation Observations R�CEI�
Lot R20, Starwood, 220 North Starwood Drive AUG ., 2005
Pitkin County, Colorado rp11Job No. 16364 ENVItM
NALTY
RONlcHEALTH
Mr. and Mrs. Klawiter,
On July 22, 2005 we observed the installation of the new septic tank and drain field of the Onsite
Wastewater System (OWS) at the subject site. The upgraded OWS design was designed in our letters
of May 7, 2004 ,and revised in the letter of August 25, 2004.
The upgraded system included the installation of a 2500 -gallon, two-compartment, precast concrete
septic tank with a Biotube pump vault and a 3 -foot by 90 -foot drain field trench. The new installation
was in addition to 6 existing trenches with an area of 1500 SF. The total area becomes 1770 SF. A
site plan is presented as the attached Figure 6.
The components of the OWS were installed in general conformance with our plans and specifications.
Our installation observations do not imply a guarantee or warranty of materials or workmanship.
If there are questions or if we can be of further service, please call.
Sincerely,
CHURCH & Associates, Inc. a division of InTEC of Denver Metro, LLC
E
Copy to Pitkin County Health Department, 0405 Castle Creek Road, Suite 10, Aspen, CO 81611
Copy to K.C. Sn ith, 6801 East Sopris Creek Road, Snowmass, CO 81654
4501 Wadsworth Blvd. - Wheat Ridge, Colorado 80033 • (303) 463-9317 • fax (303) 463-9321 • www.InTEC-Geotech.com
Austin Dallas/Ft. Worth
(512)252-1218 (817)858-0870
fax(512)252-1219 fax(817)858-0036
Houston San Antonio
(281)371-3330 (210)525-9033
fax (281) 371-3334 fax (210) 525-9032
SCALE
1't=20'
NO REVISION DESCRIPTION DATE ENGINEER:
InTECCHURCH & Associates, Inc. adm.,..f AS -BUILT DIAGRAM DESIGNED BY:KCH
Integrated Testing and Engineering Company of Denver Metro, LLC DRAWN BY: JMC
Geotechnical &on-site wastewater Engineering - Environmental& Geological Engineering - Construction Services CHECKED BY: KCH DATE: 07/2005
4501 Wadsworth Boulevard Wheat Ridge, Colorado 80033
Phone: (303) 463-9317 PROJECT NO. 16364
FIGURE 06
CHURCH & Associates, Inc.
August 25, 2004
Reiner and Mary Mawiter
1735 Westminster Street
Cardiff, California 92007
ENGINEERS & GEOLOGISTS
Subject: Revised OWS Design., Proposed Residence
Lot R20, Starwood
220 North Starwood Drive
Pitkin County, Colorado
Job No. 16364
Mr. and Mrs. Mawiter,
As requested, we have prepared a revised onsite wastewater system (OWS) for the proposed residence.
The revisions are based on an increase in the number of bedrooms from our previous design, dated May 7,
2004, under Job No. 16364. All previous designs should be discarded to avoid confusion. The subsurface
investigation was performed on April 14 and May 6, 2004.
SITE CONDITIONS
The lot is located in a rural residential area in Pitkin County, Colorado, where OWS are required. A house
with an OWS exists at the site as indicated on Figure 1. The house is to be removed and a new residence
constructed. The OWS consists of two septic tanks and a "pipe and gravel' drain field with an area of 1500
ft 2. The septic tanks are to be properly abandoned. The drain field is to be re -used. The drain field area has a
20% to 25% slope to the southwest. There is a moderate cover of native grasses, sagebrush, and scrub oak.
Water is provided to the residence by the local water district.
PROPOSED CONSTRUCTION
A five -bedroom residence with a total living area less than 6000 ft2 is proposed at the location presented on
Figure 2. The OWS design is based on 5 bedrooms and an average daily loading of 1000 Gallons Per Day
(GPD) using Pitkin County Environmental Health Department (PCEHD) loading of 100 gallons per day per
person. The sewage loading with a peaking factor of 1.75 is 1750 GPD. This loading includes washing
machines and garbage grinders.
If additional bedrooms in unfinished areas are possible, it is suggested that the OWS be constructed to
handle the additional loading. The installation of a properly engineered OWS to serve future build -out
can be cost effective.
DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com
303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123
C
SUBSURFACE CONDITIONS
Revised OWS Design
Job No. 16364, 8/25/04
Page 2
The subsurface investigation was performed by digging three percolation holes, 25 to 27 inches deep, and
one test pit at the locations indicated on Figure 1. Subsurface materials in the test pit consisted of 2 feet of
clayey sand topsoil, underlain by medium stiff, sandy, clay to 8 feet, underlain by very stiff sandy, clay with
occasional colluvial cobbles to the maximum depth explored of 8.5 feet. No ground water or bedrock was
encountered. Percolation tests indicate percolation rates of 27 to 40 minutes per inch (MPI). The average
percolation rate is 31 MPI. Percolation data is presented in Table 1. The as -built drawing for the site
obtained from PCEHD indicates the existing OWS was designed on a percolation rate of 60 MPI.
RECOMMENDATIONS
The installation must include a septic tank, a pump, and an additional trench. The OWS design is based
on an average sewage load of 1000 GPD and a percolation rate of 60 MPI. The installation must
include a 2500 -gallon, two-compartment, concrete septic tank with a pump in a Biotube® pump vault.
The existing drain field consists of five 3 -foot by 90 -foot "pipe and gravel" trenches and one 3 -foot by
50 -foot trench for a total of 1500 ft2 of infiltrative area. An additional 3 -foot by 90 -foot "pipe and
gravel' trench must be added to the drain field to bring the total infiltrative area to 1770 ft2. Gravel in
the new trench must extend 2 feet below the distribution pipe. The existing drain field was found to
be dry and no indications of ailure or surfacing were apparent. However; the owner must
understand that no guarantees or warranty for the performance or life of the existing drain
field may be implied by this report and must be aware of the possibility that a new drain field
design and location may be needed in the future. Drain field specifications cited in this report are
as listed in PCEHD Septic Permit #83017, dated June 20, 1983 and as observed at the site. A
distribution manifold with an Orencog Flow Control Assembly must be installed to distribute effluent
equally throughout the trenches, as indicated on Figure 3.
Movement over the drain field area during construction should be kept at a minimum to minimize
compaction of the receiving soils. The bottom of each trench must be scarified with a pick, shovel, or
backhoe bucket teeth prior to the addition of gravel.
The surface of the drain field should be seeded after installation of the system. A native seed mix from the
area available at seed stores should be used. These mixes do not require irrigation and develop a growth 10
to 15 inches high. No automatic sprinkler system should be installed over the field.
OPERATION AND N LkV+iTENANCE
The owner must realize an OWS is different from public sewer service and must assume the responsibility
for maintenance of the OWS. The system is relatively maintenance free, but the owner must have the septic
tanks pumped. In the absence of a monitoring program, the septic tank should be pumped and the effluent
filter cleaned every two years. There are daily considerations, such as not putting plastic or other nonbiode-
gradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals
malfunction. To illustrate the point, a running toilet can consume in excess of 1000 GPD. A loading of 1000
GPD could flood and irreparably harm the OWS.
The loading from the backwash of a water softener may be harmful to the OWS. A separate drywell should
be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming
pool or spas should not be introduced to the OWS.
Revised OWS Design
Job No. 16364, 8/25/04
Page 3
LEWrATIONS
An OWS design requires installation by a licensed contractor. Our investigation, layout, design and recom-
mendations are based on data submitted. If conditions different from those described in this report are
encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department
modifies this design, we should be contacted to evaluate the impact on the performance of the OWS.
All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements,
septic tank construction, and other specifications, which are not depicted in our report, are to conform to
the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of
the ISDS regulations and requirements.
If there are questions or if we can be of further service, please call.
Sincerely,
CHURCH & Associates Inc.
Eric R. Burns
Design Technician
EOC/erb
Reviewed by:
Edward O. Church, P
PP�p REG�ST
o°"P�'° �- cyG�kko
Sw 72 Tc
t -i) :L
3 copies sent, via Priority Mail
3 copies via FedEx to Ken Smith, 6801 East Sopris Creek Road, Snowmass, Colorado 81654
220 NORTH STARWOOD DRIVE
LOT R20, STARWOOD
PITKIN COUNTY, COLORADO
1
1
170 \
130 160 \ \
140 150 \ \ \ \ \ \ \ \ \
120 \ \ \ \
° 0,
\ \ \
SCALE
1"=40'
-'--EXISTING RESIDENCE
\\ \ (TO BE REMOVED)
\ ` EXISTING SEPTIC TANKS /
(TO BE PROPERLY ABANDONED)
\ EXISTING DISTRIBUTION BOX
(TO BE ABANDONED) /
1500 SF OF EXISTING DRAIN FIELD .40 Ole .,
\ IN SIX PIPE AND GRAVEL TRENCHER
EXISTING OBSERVATION PIPE
I
I
I
I
R
THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN HEREIN
AND THE WELL AND/OR DRAIN FIELD LOCATIONS STAKED AT THE SITE ARE
NOT THE RESULT OF A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE
APPROXIMATE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DEFINE
PROPERTY BOUNDARIES AND ENSURE ALL ONSITE IMPROVEMENTS ARE
LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE
EASEMENTS. ALL SEPARATION DISTANCES ARE TO BE VERIFIED PRIOR TO
EXCAVATION,
EXISTING CONDITIONS AND LOCATION 8/26/04
JOB NO. 16364 OF PERCOLATION HOLES FIGURE 1
170 \
130 160 \ \
140 150 \ \ \ \ \ \ \ \ \
120 \ \ \ \
° 0,
\ \ \
SCALE
1"=40'
-'--EXISTING RESIDENCE
\\ \ (TO BE REMOVED)
\ ` EXISTING SEPTIC TANKS /
(TO BE PROPERLY ABANDONED)
\ EXISTING DISTRIBUTION BOX
(TO BE ABANDONED) /
1500 SF OF EXISTING DRAIN FIELD .40 Ole .,
\ IN SIX PIPE AND GRAVEL TRENCHER
EXISTING OBSERVATION PIPE
I
I
I
I
R
THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN HEREIN
AND THE WELL AND/OR DRAIN FIELD LOCATIONS STAKED AT THE SITE ARE
NOT THE RESULT OF A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE
APPROXIMATE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DEFINE
PROPERTY BOUNDARIES AND ENSURE ALL ONSITE IMPROVEMENTS ARE
LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE
EASEMENTS. ALL SEPARATION DISTANCES ARE TO BE VERIFIED PRIOR TO
EXCAVATION,
EXISTING CONDITIONS AND LOCATION 8/26/04
JOB NO. 16364 OF PERCOLATION HOLES FIGURE 1
\TP SC�AL�
220 NORTH STARWOOD DRI�%E. 1 " X20'LOT R20, STARWOOD
PITKIN COUNTY, COLORADD ONE 3-F0Ov BYIPE AND GRAVkL' \ \
12.0 1 \ A
\
�\
4" PVC HEADERS
' 1 CLEANOUT \ \
-- --- \ ` 4" SEWER LINE \ O
i PROPOSED 4 -BEDROOM \
• `\ RESIDENCE \
'\ \ O
\ 2500 `GALLON, TW -COMPARTMENT,
\ . CONCRETE SEPTIC TANK WITH A
PUMP IN A BIOTUBE(R) PUMP VAULT
` a $ PVC TMP LINE AOM
DISTRIBUTION MANIFOLD
�p 1770 SF OF INFILTRATIVE AREA IN FIVE
EXISTING 3 -FOOT BY 90 -FOOT 'PIPE AND
GRAVEL' TRENCHES AND ONE EXISTING
3 -FOOT BY 50 -FOOT 'PIPE AND GRAVEL'
TRENCH AND ONE PROPOSED 3 -FOOT
` BY 90 -FOOT 'PIPE AND GRAVEL' TRENCH.
` OBSERVATION PIPES
J
LOCATION OF PROPOSED OWS 8/25/04
JOB NO. 16364 REVISED FIGURE 2
TYPICAL PLAN VIEW - N.T.
2" PVC PUMP
LEVEL 2" MANI
4" PVC HEAI
DISTRIBUTION LINES
ADDITIONAL TRENCI
CROSS SECTION - N.T.S.
NOTE:
INSTALLATION AS DESCRIBED
IN SEPTIC PERMIT #83017,
DATED 6/20/83, AND AS
OBSERVED AT THE SITE.
-LOCATION OF ORENCO(TM)
FLOW CONTROL ASSEMBLY
(SEE DETAIL BELOW)
3'
STING 'PIPE AND GRAVEL' TRENCHES
DISPERSAL GRAVEL—/6' MIN.
ISTRIBUTION PIPES
DISPERSAL GRAVEL
CALCULATIONS AND SPECIFICATIONS
DESIGN CRITERIA
RESIDENCE - 5 BEDROOMS, <6000 SF
LOADING = q = 5x2x100 GPD
PERCOLATION TEST = t = 60 MPI
AREA = (1.75 X q X sqrt t)/5 = 2711 SF
LINEAL FEET = 2711 / 3 FT W TRENCH = 904 FEET
DEEP GRAVEL ADJUSTMENT: .E T BELOW PIPE
L = 904 x ((3+2)/(3+1)+( x2)) 502 FEET
MINIMUM AREA REQUIRED = 502 3 = 1506 SF
JOB NO. 1636
ISTRIBUTION PIPES
TOTAL - SEVEN TRENCHES
VATION PIPES
a
DISTRIBUTION VALVES - N.T.S.
LEVEL
H
3'
TRENCH SPECIFICATIONS
NUMBER OF TRENCHES = 7
LENGTH OF SIX TRENCHES = 90 FEET
LENGTH OF ONE TRENCH = 50 FEET
TOTAL LINEAL FEET = 590 FEET
WIDTH OF EACH TRENCH = 3 FEET
TOTAL AREA = 1770 SF
DRAIN FIELD DETAILS
BSERVATION PIPES
ENCO(R) FLOW CONTROL ASSEMBLY
A200E WITH FLOW CONTROL DISC
DB2000. DRILL 1" HOLE IN CENTER
FLOW CONTROL DISC.
TREATMENT UNIT SPECIFICATIONS
TOTAL MINIMUM CAPACITY - 1.75 X q X (30 HOURS/24 HOURS)
= 2188 GALLONS
RECOMMENDATION - ONE 2500 -GALLON, TWO-COMPARTMENT,
PRECAST CONCRETE SEPTIC TANK WITH A PUMP IN A
BIOTUBE(R) PUMP VAULT
8/25/04
7IGURE 3
499281
Page: 1 of 4
07/01/2004 10:,
SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00
ADMINISTRATIVE DETERMINATION OF THE COMMUNITY DEVELOPMENT
DIRECTOR OF PITKIN COUNTY, COLORADO, GRANTING 1041 HAZARD REVIEW
APPROVAL OF THE KLAWITER RESIDENCE (LOT R-20, STARWOOD)
Determination No. 4Z -2004
RECITALS
Reiner W. and Mary B. Klawiter (hereafter collectively referred to as "Applicant")
have applied to the Community Development Director of Pitkin County
("Director") for 1041 Hazard Review approval in connection with the construction
of a new residence and garage, and some driveway modifications, on a
previously -developed lot. While the new residence will use the existing
foundation, the overall building footprint will increase with the new development.
2. The property is zoned RS -20 and contains 3.85 acres. The property is Lot R-20 of
the Starwood subdivision.
3. The property is in a Severe Hazard — Brush wildfire area. Development will also
occur on potentially unstable slopes > 30%.
4. The Director finds that the request is consistent with the requirements of the Land
Use Code.
APPROVED by the Director, subject to the following conditions:
The Applicant shall adhere to all material representations made during the
application process.
2. The Applicant shall ensure that the following wildfire mitigation measures are
implemented on the site prior to issuance of a Certificate of Occupancy:
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 all 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. (For greater slopes, reference CSFS Safety
Zone Chart, Page 13, Wildfire Guidelines For Rural Homeowners.)
499281
I079/01/2004 1O:09A
SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00
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. All 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) Any branches that extend over the roof eaves shall be trimmed
and all branches within 15' of any 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.
E-tructural Design and Construction Requirements:
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.
499281
079/01/2004 10:09A
SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00
Vents shall be screened with corrosive resistant wire mesh, with mesh '/4"
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 all 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 a non-
combustible post.
h) New utility lines shall be buried.
3. No development shall occur outside the approved building, septic system and
access envelopes, with the exception of vegetation removal necessary to comply
with the wildfire mitigation measures described above. No structures shall be
permitted outside of the approved building envelope.
4. Design recommendations provided by Hepworth-Pawlak Geotechnical, Inc. in its
report dated March 25, 2004, as supplemented by letter dated June 16, 2004,
shall be incorporated in the development.
5. The Applicant shall obtain final approval of its site and landscaping plans from
the Starwood Homeowners Association prior to submission of any Building
IINII IIS NIIII NII �IIII IINI IIINSILVIA DAVIS PITKIN COUNTY CO
499281
Page: 4 of 4
07/01/2004 10:09A
R 0.00 D 0.00
Permit or Access Driveway Development Permit application.
6. The Applicant shall prepare a 1041 Hazard Review Site Plan, in accordance with
the requirements of Land Use Code Subsection 5-70-040, which shall depict the
approved building envelope, septic system envelope and access envelope. The
site plan shall be submitted to the Community Development Department for
approval and recording, prior to submission of any Building Permit or Access
Driveway Development Permit application. In preparing this site plan, the access
envelope for the driveway modifications shall be as depicted on the draft site plan
submitted to Community Development on June 22, 2004.
7. Prior to commencement of any earthmoving or other construction activity, the
Applicant shall stake the corners of the building envelope and install construction
fencing around the construction site within the perimeter of the building
envelope. The fencing shall remain in place until issuance of a Certificate of
Occupancy.
8. All areas disturbed by construction shall be revegetated with native shrubs and
grasses within one growing season of the project's completion.
9. Failure to comply with the conditions of this approval may result in revocation of
this approval, or any subsequent permit(s) or approval(s) related to this property,
or vested rights associated with this property.
APPROVED by the Director, this 1-113.. day of , 2004.
\
Cindy Houben
Communit\ Development Director
PID# 264326402001
P076-04
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TABLE 1 - PERCOLATION TEST RESULTS
Lot R20, Starwood
Pitkin County, Colorado
DATE OF TEST: 4/14/04
D - 2 Topsoil, sand, clayey, moist, dark brown, root zone
2 - 8 Clay, sandy, medium stiff, moist, red/brown, slightly calcareous
8-8.5 Clay, sandy, very stiff, moist, red/brown, with occasional
colluvial cobbles, slightly calcareous
NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION
AVG.
HOLE DEPTH TIME DEPTH DEPTH CHANGE, INTERVAL HOLE
NUMBER OF HOLE, INTERVAL START, END, (INCHES) PERC PERC.
(INCHES) (MINUTES) (INCHES) (INCHES) RATE (MPI) RATE,
(MPII
1 26 10
7.38
8.25
0.88
11
10
7.13
7.63
0.50
20
10
6.25
6.75
0.50
20
10
6.75
7.25
0.50
20
10
7.25
7.63
0.38
27
10
7.63
8.00
0.38
27 27
2 25 10
7.00
7.38
0.38
27
10
5.50
6.00
0.50
20
10
6.00
6.38
0.38
27
10
6.38
6.75
0.38
27
10
6.75
7.13
0.38
27
10
7.13
7.50
0.38
27 27
NUMBER OF HOLES: 3
AVG PERCOLATION RATE (MPI): 31
Job No. 16364
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\41
DESIGN By DAVID PANICO INC. KI.AWITER RESIDENCE
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MARK LOCATION OF
DISTRIBUTION BOX W/ PIPE
SECTION AND REBAR OR ADD
RISER SECTIONS TO BRING LID
TO GROUND SURFACE
BAFFLE
4" DISTRIBUTION
GRAVITY LINE
FROM SEPTIC TANK
00Oji
4" SOLID PVC GRAVITY
DISTRIBUTION PIPES (TYP.)
TO ABSORPTION FEILD INVERT IN
CROWN FIELD BED TO SEED, SOD OR PLANT OTHER
SHED SURFACE WATER SUITABLE VEGETATIVE COVER
FILTER FABRIC
MIRAFI N-140
SCREENED BACKFILL -
NATIVE SILTY SAND &
GRAVEL NOT TO
EXCEED 2-1/2" DIA.
STANDARD
INFILTRATOR
SCARIFY/TILL BOTTOM SURFACE TO
A DEPTH OF 3" AND RAKE LEVEL
INSPECTION PORT -
W/ CAP (NO GLUE)
TOPSOIL 4 MIN.
3:
12"-24"
—7712
.
E" SDR -35 PERFOATED PVC
DISTRIBUTION LATERAL PIPE
! SELECT SOIL REPLACEMENT
NATIVE OR IMPORT, PIT
RUN SAND W/ GRAVELS
UNDISTURBED EARTH
NATIVE SILTY SAND
& GRAVEL SOILS
NOTE: ALL ROWS OF INFILTRATORS IN A BED MUST BE LEVEL.
MAXIMUM DEPTH OF BEDS NOT TO EXCEED 48" BELOW
PROPOSED SURFACE GRADES. INLET AND END CAPS ARE TO
BE INSTALLED ON EACH END CHAMBER ROW. INSTALL 4"
PERFORATED PIPE ALONG THE ENTIRE LENGTH OF EACH ROW
OF CHAMBERS. PIPE TO BE INSTALLED ALONG THE BOTTOM
SURFACE OF THE BED WITH THE ORIFICES POINTED DOWNWARD.
INSTALL A 4" VERTICAL INSPECTION RISER FROM THE CENTER
CUT OUT ON THE TOP OF THE LAST CHAMBER IN EACH OUTER
ROW PLUS ONE THE END OF THE CENTER ROW.
IF EXCESSIVE LARGE COBBLES OR BOULDERS ARE
ENCOUNTERED IN ANY PART OF THE EXCAVATION, OVER
EXCVATE AND BACKFILL WITH SAND OR SUITABLE 3"
MINUS SCREENED NATIVE SOILS.
NOT TO SCALE
TWO WAY CLEAN OUT
PROPOSED GRADE -
EFFLUENT FILTER
OUTLET TEE
`- DISTRIBUTION BOX
W/ BAFFLE
DISTRIBUTION LINES
AT MINIMUM 1% SLOPE
DISCHARGE LINE
PROPOSED BUILDING
EFFLUENT DRAIN LINE
AT MINIMUM 2% SLOPE
EFFLUENT DISCHARGE LINE
AT MINIMUM 1% SLOPE
!• �,p4- olloo"LTJ�ma
,.
/_ EXISTING GRADE
24149.01 24149-OWS-PLAN.DFG 11/1/04
OWS SYSTEM NOTES
1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND
COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) REGULATIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL
UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO
CONSTRUCTION AND EXCAVATION.
3. ALL SEWER LINES TO BE SDR -35 OR SCHEDULE 40 P.V.C. PIPE UNLESS
NOTED OTHERWISE.
4. INSTALL A TWO-WAY CLEAN OUT ON THE SERVICE LINE FROM THE HOUSE.
5. THE SEPTIC TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL
WATERTIGHT RISERS AS NECESSARY TO BRING ALL REQUIRED ACCESS
POINTS TO THE FINISHED SURFACE GRADE. BACKFILL WITH SUITABLE NATIVE
SOIL FREE OF BOULDER AND ROCK IN EXCESS OF 6"DIAMETER.
6. A SANITARY BAFFLE TEE IS REQUIRED ON THE SEPTIC TANK INLET AND OUTLET.
INSTALL THE INLET AND OUTLET TEES PLUMB AND IN A POSITION TO ALLOW
EASY INSPECTION AND MAINTAINANCE OF TANK FROM THE TANK RISERS.
7. WE RECOMMEND THE INSTALLATION OF A 4" EFFLUENT FILTER CONTAINED IN THE
4" BAFFLE OUTLET TEE OF THE SEPTIC TANK. THE FILTER SHOULD BE
INSPECTED EVERY SIX MONTHS. THE EFFLUENT FILTER SHALL BE MAINTAINED
AND CLEANED WHEN THE TANK IS PERIODICALLY PUMPED OR AS NECCESSARY.
INSTALL A SUITABLE EXTENSION ON THE FILTER WITH A HANDLE TO BE WITHIN
6" BELOW THE ACCESS LID.
8. THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANK AND
RISERS ARE WATERTIGHT. ALL PLUMBING FIXTURES AND OWS COMPONENTS
SHALL BE INSTALLED AND MAINTAINED TO AVOID SURFACE OR GROUNDWATER
FROM ENTERING THE SYSTEM AND TO PREVENT LEAKAGE FROM THE SYSTEM.
IN-HOUSE PLUMBING FIXTURES SHALL BE MAINTAINED TO PREVENT EXCESS
WATER FROM ENTERING THE SEPTIC SYSTEM.
9. THE DIMENSIONS AND NOTES SHOWN ON THE PLAN INDICATE MINIMUM AREA,
LENGTH, WIDTHS AND SEPARATION DISTANCES FOR THE TRENCHES, BED OR
MOUNDED ABSORTION FIELD.
10. THE ABSORPTION BEDS SHALL BE EXCAVATED TO LEVEL GRADE IN NATIVE
EARTH. THE TRENCH BOTTOM AND SIDEWALLS SHALL BE SCARIFIED AND/OR
RACKED IF SMEARING OCCURS. IF EXCESSIVE LARGE COBBLES OR
BOULDERS ARE ENCOUNTERED IN ANY PART OF THE EXCAVATION, OVER
EXCVATE AND BACKFILL WITH SAND OR SUITABLE 3" MINUS SCREENED
NATIVE SOILS.
11. THE LEACHING CHAMBERS SHALL BE INSTALLED LEVEL WITH A MINIMUM
COVER OF 10 INCHES NOT TO EXCEED 24 INCHES AND CONNECTED FOR
EQUAL DISTRIBUTION.
12. STANDARD OR QUICK4 LEACHING CHAMBERS WILL BE PLACED IN THE BED
OVER THE NATIVE SOIL OR SELECT SOIL REPLACEMENT. END PLATES SHALL
BE INSTALLED ON THE END CHAMBERS IN EACH TRENCH.
13. INSTALL 4" PERFORATED PIPE ALONG THE ENTIRE LENGTH OF EACH ROW OF
CHAMBERS. PIPE TO BE INSTALLED ALONG THE BOTTOM SURFACE OF THE
BED WITH THE ORIFICES POINTED DOWNWARD.
14. VERTICAL INSPECTION PORTS SHALL BE INSTALLED FROM THE CENTER PRE
MARKED HOLE ON THE TOP OF THE SERIAL END CHAMBERS. (TYP. END OF
EACH ROW) THE PORTS MAY HAVE TREADED CAPS AT GRADE.
15. THE CHAMBERS WILL BE BACKFILLED WITH EXCAVATED MATERIAL VOID OF
ROCKS, THE BACKFILL MATERIAL SHALL NOT EXCEED 2 1/2" DIAMETER AND
SHALL BE PLACED TO AT LEAST 6 INCHES ABOVE THE TOP OF THE
CHAMBERS. THE TOP OF THE PLACED BACKFILL SHALL BE COVERED WITH A
LAYER OF FILTER FABRIC. A MINIMUM 4" DEPTH OF TOPSOIL IS TO BE
PLACED ABOVE THE BACKFILL TO THE SURFACE,
16. ALL INSTALLATION OF LEACHING CHAMBERS SHALL BE IN CONFORMANCE
WITH THE MANUFACTURES INSTALLATION INSTRUCTIONS.
17. THE ABSORPTON TRENCHES/BED OR MOUND MUST BE GENERALLY MARKED
AT THE FOUR CORNERS WITH INSPECTION PORTS AND/OR BURIED REBAR.
THE FIELDS MUST BE PROTECTED FROM VEHICULAR AND LIVESTOCK TRAFFIC.
18. THE ABSORPTON FIELD SURFACES MUST BE SLOPED TO DIVERT
SURFACE DRAINAGE AWAY FROM THE FIELD.
19. THE ENTIRE ABSORPTION FIELD SURFACE MUST BE REVEGATATED.
DISTRIBUTION SYSTEM NOTES:
1. AN EFFLUENT FILTER SHALL BE INSTALLED ON THE DISCHARE TEE IN THE
SECONDARY COMPARTMENT OF THE 1500 GAL SEPTIC TANK. FILTERED
EFFLUENT WILL DISCHARGE TO A DISTRIBUTION BOX. EFFLUENT WILL BE
EQUALLY DISTRIBUTED TO THE ABSORPTION TRENCH/BEDS VIA INDIVIDUAL
4" DISTRIBUTION LINES CONNECTED TO THE HEAD OF EACH CHAMBER ROW.
2. WE RECOMMEND THE INSTALLATION OF AN ORENCO SYSTEMS 4" EFFLUENT
FILTER CONTAINED IN A 4" BAFFLE OUTLET TEE. THE FILTER SHOULD BE
INSPECTED EVERY SIX MONTHS. MAINTENANCE SHALL INCLUDE INSPECTION
AND/OR CLEANING THE FILTER EVERY SIX MONTHS MINIMUM AND AFTER
PERIODIC PUMPING OF THE TANK.
3. THE DISTRIBUTION SYSTEM SHALL DISTRIBUTE FLOW EVENLY TO EACH
CHAMBER ROW. THE MINIMUM SLOPE OF THE DISCHARGE LINE FROM THE
TANK TO THE DISTRIBUTION BOX SHALL SHALL BE INSTALLED AT A
MINIMUM 2% SLOPE. THE INDIVIDUAL DISTRIBUTION LINES SHALL BE
INSTALLED AT A MINIMUM OF 2% SLOPE.
4. ALL DISTRIBUTION PIPING, CONNECTIONS AND FITTINGS SHALL BE TIGHT
AND INSTALLED TO INSURE EQUAL DISTRIBUTION THROUGH THE SYSTEM.
GENERAL NOTES:
1. THE OWS SYSTEM AS SHOWN ON THE PLAN AND THE DETAILS WERE
DESIGNED BY SOPRIS ENGINEERING. THE PROPOSED LOT CONDITIONS
AND SURVEY INFORMATION WAS PROVIDED BY LINES IN SPACE.
NOV 0 5 2004
PITK!I`l0Ju, €'Y
EWRONMENTAL HEALTH
NO.1 DATE I REVISION BY
TRACT 31, SWISS VILLAGE
UTE TRAIL AT NAVAJO LANE
PITKIN COUNTY, CO
BURGER �`i° S C
ON-SITEASYSTEM
SITE PLAN AND SYSTEM DETAILS
OPRIS ZNGINEEPJNG,
tVIL C®.NS UL7°A ff
502 MAIN STREET, SUITE A3 DES. PER CK. YTN FILE NO. SHEET 2
CARBONDALE, CO 81623
(970) 704-0311 DR. PER DATE 11�1�09 �'�'Q9•®1 OF 2
BUILDING LOCATION
BUILDING ELEVATION
THE LOCATION OF THE RESIDENCE, DRIVEWAY AND DRAINFIELD SHOULD BE STAKED
FINISHED FLOOR ELEVATIONS BY THE BUILDER BEFORE THE LOT IS CLEARED TO VERIFY CORRECT LOCATIONS AND
CORRESPOND TO INFORMATION ON SURVEY PROVIDED BY RIVER CITY SURVEYS L.L.C. RELATIONSHIPS TO THE EXISTING FOUNDATION TO BE RE -USED. THE LOCATION OF
DATED MAY 19, 2004. THE RESIDENCE MUST CORRESPOND TO THE LOCATION PRESENTED TO, AND
THE BUILDER, ARCHITECTURAL DESIGNER, AND SURVEYOR ARE TO VERIFY THE APPROVED BY THE STARWOOD ARCHITECTURAL REVIEW BOARD.THE BUILDER WILL
CORRECT ELEVATION UPON COMPLETION OF EXCAVATION. LOCATE DRIFT FENCING AT THE LIMITS OF THE AREA OF CONSTRUCTION AS DEFINED
ZONING AND OTHER APPROVALS ON THE SITE PLAN TO LIMIT THE IMPACT OF CONSTRUCTION. THE CONTRACTOR WILL
THE BUILDING SITE IS LOCATED IN THE STARWOOD SUBDIVISION. COUNTY STAFF HAS ALSO POST A SIGN ON SITE REPEATING THIS OBJECTIVE.
COMPLETED A 1041 REVIEW AND HAS GRANTED THEIR APPROVAL SUBJECT TO SOILS REPORT
CONDITIONS SET FORTH IN THE RECORDED PLAT TITLED KLAWITER 1041 HAZARD A SOILS REPORT WAS PREPARED BY HEPWORTH-PAWLAK GEOTECHNICAL, INC. ISSUED
REVIEW SITE PLAN. THE PROJECT HAS BEEN PRESENTED TO, AND APPROVED BY, THE ON MARCH 24, 2004. ALL RECOMMENDATIONS CONTAINED WITHIN THIS REPORT
STARWOOD HOMEOWNERS ASSOCIATION ARCHITECTURAL REVIEW COMMITTEE. SHOULD BE OBSERVED BY THE BUILDER AND SUBCONTRACTORS. THE SOILS ENGINEER
FLOOR AREA RATIO SHOULD BE CONTACTED AFTER EXCAVATION IS COMPLETE TO VERIFY THAT SOILS
ALLOWABLE FLOOR AREA- 5750 SQUARE FEET CONDITIONS MATCH THOSE DESCRIBED IN THE REPORT.
PROPOSED FLOORAREA-5737.9 SQUARE FEET FIRE SPRINKLER
THE METHODS AND CALCULATIONS THAT DETERMINE THE F.A.R ARE DEFINED ON THE PROPOSED RESIDENCE IS REQUIRED BY PITKIN COUNTY CODE TO HAVE AN
PAGES F.A.R. 1& 2 AUTOMATIC FIRE SPRINKLER SYSTEM AS DEFINED IN THE 1041 HAZARD REVIEW.
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