HomeMy WebLinkAboutpitkin.eh.264321302008 (2015)1!11 SK
Permit #: 0030.2015.POWT
%,idSITE WASTEWATER TREAT --._NT SYSTEM (OWTS)
CONSTRUCTION PERMIT
76 Service Center Rd Aspen, CO • 81611
Phone: 970.920.5070 Fax: 970.920.5374
Parcel ID #:
2643-213-02-008
Permit Issued: ®NEW []REPAIR ❑REMODEL/ADDITION []TANK ONLY []FIELD ONLY []AMENDMENT
Owner(s): Tad and Kathreen Hundertmark
Property Address: 295 Upper Ranch Rd
Legal Description: Lot 4 Block 2 Filing 2 Brush Creek Village
Size of Lot: 2.054 Acres Detached Accessory Unit: ❑YES ONO
Size of Building: 1400 ft' Size of Accessory Unit:
This system is designed to serve 4 bedrooms. The existing hous,;-_ ,.
Designed By:
Phone #:
Fax #:
All Service Septic Project #: _
Mailing Address:
Perc Rate: 0.15 LTAR
Email Address:
C1110
Dated: January 29, 2015
Profile Hole Depth: T Depth to Groundwater or Bedrock: ➢ 7'
Minimum Tank Capacity: 1250 gallons Minimum Absorption Area: 3000 ft2
Permit Conditions:
This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications
cited above. Changes must be approved by this Department and the engineer prior to construction.
This permit is for a new OWTS to serve the existing 3 -bedroom residence. The system has been designed to serve 4 -
bedrooms to accommodate a future bedroom addition. Sewage will flow via gravity to a 1250 -gallon two-compartment septic
tank with an effluent filter on the outlet tee. Effluent will then flow via gravity to an Orenco AX20RT treatment system with a
pump. Effluent will then be dosed through an Automatic Distribution Valve (ADV) and to a 5 zone NDDS soil treatment area
(STA). Each STA bed will have four 2" diameter distribution laterals 50 -feet long and 2 feet -on -center apart. Inspection ports
will be installed at the end of one lateral in each zone. The STA shall be a minimum of 10 feet to the property line, 20 feet to
the residence, and 100 feet to any well.
This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as-buitP letter to this
Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for
the final inspection with a minimum of 48 -hours notice.
Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS
Regulation.
This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in
accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction
Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this
permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits.
THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN
COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE.
Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby
given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This
Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built' drawing
must be submitted and approved by EH before final approval of the system will be issued.
Issued By: Kurt Dahl, REHS Date: 09/16115 Expires: 09116/16
License #: Reactivation Authorized by:
G �n
Final Approval Issued By Date-
Date: t New Expiration Date: "E] Fee IS
0030,2015 ,pow i
17 uNSITE WASTEWATER TREATMEL. JYSTEM (OWTS)
A
EH/NR
(��f(/ CONSTRUCTION PERMIT APPLICATION
l V 76 Service Center Rd - Aspen, CO • 81611
Phone: 970.920.5070 Fax: 970.920.5374
Parcel IO# (available from the Pitkin County Assessor's Office
970-9205160 or at www.pitkinassessor.ora):
/ L /
A6 - 3,R i - oo(Y
Purpose of Permit: ❑AEW ❑ REPAIR DUE TO FAILURE
❑ REMODELIADDITION ❑ TANK ONLY ❑ FIELD ONLY
Cost of Syst m Repair or Remodel/Addition (approximate):
Business one: 11
33
Property Address,
Email Address:
C.oN 'i PW L ,
Lot:Block Filing: Bt
44T
Subdivision:
1� C v ,
ZuFae—
Building Permit # (if a
plicable):
Property Owner s)':
Email Address:
Owner's Mailing Address:
City, State, Lp: jn� --
AS W
Home Phone: _ I
Business Phone:
'Contact inrorma#on must he Provided for the owner signing this application.
Pd ry Contact PersonlApplicaant (If not owner):
Company:
Contact/Applicant Melling Address:
96
City State, Zip:
C O
Or,
Cell Phone:
Business one: 11
33
Fax Number. a -2
�A
Email Address:
C.oN 'i PW L ,
Building Permit # (if a
plicable):
Lot Size (in acres):
'2•DS
Size of Building (square feet): „
-4RLD c3:'3'
Number of Potential Bedrooms:
Detached Accessory Unit? ❑ YES 5(NO
Size of Accessory Unit (square feel):
Number of Polel edrooms In or Fixture Ust for the Accessory Unit:
Water Source:
❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING .COMMUNITY/PUBLIC WATER SYSTEM
Name of Community/Public Water System (if applicable):
PLEASE READ BEFORE SIGNING:
I certify that the above Information Is complete and accurate and that I have provided complete and accurate information in all of the documents
Included In my application package. I acknowledge that EHINR may revoke any permit I am Issued if my application is found to contain any
Inaccurate, false, or misleading Information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is
Issued.
33 Four Wheel DriveRd
CO1
Carbondale, CO 81673
970.309.5259
SERVICE
April 3, 2016
Tad Hundertmark
aradgulat7a hotmail.com
Onsite Wastewater Treatment System (OWTS) Installation Observations
295 Upper Ranch Road
Pitkin County, Colorado
OWTS Construction Permit 0030.2015.POWT
Tad,
Project No. C1110
ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS)
on October 7, 2015 and January 4, 2016 for the subject property. Sacred Ground Excavation installed the
system.
The existing septic tanks were removed and the existing seepage pit was pumped and the void filled with
gravel.
The system installation included a new 1250 -gallon, two-compartment Valley Precast concrete septic
tank with an Orenco® Biotube Effluent filter on the outlet tee. An Orenco® AdvanTex AX20RT Treatment
System with an Orenco® PF3005 pump was also installed. The control panel for the pump was placed
within line of sight of the septic tank and AX20RT unit. The effluent filter located in the second
compartment of the 1250 -gallon septic tank must be cleaned annually, or as needed.
Effluent is pumped through a 1.25 -inch diameter transport line to a model 4605 Automatic Distributing
Valve (ADV), which is insulated and is accessible from grade. We opted not to install an air relief valve to
minimize the chance of freezing. Effluent exits the ADV with 1.25 -inch diameter pipes into five
distribution boxes, all accessible from grade. Each distribution box feeds 2 -inch diameter pipes going
to three NDDS sections, each with four 2 -inch distribution laterals, each 50 feet long, connected with a 2 -
inch diameter level manifold. Laterals have '/<-inch orifice holes at 6 o'clock, 8 -inches on center. Each
section is stepped down the hillside. Inspection ports installed at the end of each zone.
Valley Precast performed start-up on the AdvanTex AX20RT unit and they currently hold the
maintenance contract on this system. A maintenance contract on the AdvanTex system is required
by the manufacturer and by Pitkin County for proper long term functioning of the system.
The OWTS was generally installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are
made to the OWTS in the future. Any additional OWTS construction must be according to the county
regulations.
LIMITS:
Observations are limited to components that are visible at the time of the inspection. The installer must
have documented and demonstrated knowledge of the requirements and regulations of the county in
which they are working. The quality of the installation is dependent of the expertise of the installer, soil
type, and weather conditions.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Nt'LL (., 08-�&&s
Carla Ostberg, MPH, RENS
Reviewed
A
RichardH.
New pipe and clean out tapped to existing line from house
1250 -gallon, two-compartment septic tank
�Y'
OUL .
Inlet tee
X
Outlet tee with filter
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19
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0' 10' 20'
Scale: 1'=20'-0'
C�
O RECOR®
THE LOCATION OF EXISTING AND
PROPOSED IMPROVEMENTS SHOWN ARE
NOT THE RESULT OF A PROPERTY SURVEY.
THE LOCATIONS ARE APPROXIMATE.
��`
Hundertmark Residence
Date: 04103116
33 Four Wheel Drive Road
N
Carbandala, Colorado 81623
295 Upper Ranch Read
'
970.309.5259
Pitkin County, Cabrado
pesi9ned By. CBO
record
I N
SfBV C
eahone
da@allservi=eptIc.com
Reviewed By. RHP
Project Number. C7110
Drawn By ANG
Sheet 1 of 1
Do Your Part, Be S
imak:
The Do's and Don'ts of Your Septic System
Learn these simple steps to protect your home, health, environment and property value:
sephcsmarf
�, LLSFme�nmtJOmM.m •gmer
Do:
• Have your system inspected (in general) every three years by a licensed contractor
and have the tank pumped, when necessary, generally every three to five years.
Dont:
• Pour cooking grease or oil down the
sink or toilet.
• Rinse coffee grounds into the sink.
• Pour household chemicals down the
sink or flush them.
Don't:
• Hush non -degradable products a
chemicals, such as feminine hygiene
products, condoms, dental floss,
diapers, cigarette butts, cat litter, paper
towels, pharmaceuticals.
Don't:
• Park or drive on your drainfield. The
weight can damage the drain lines.
• Plant trees or shrubs too close to your
drainfield, roots can grow into your
system and clog it.
Don't
• Concentrate your water use by using
your dishwasher, shower, washing
machine, and toilet at the same time.
All that extra water can really strain
your septic system.
Do:
• Eliminate or limit the use of a garbage
disposal.
• Properly dispose of coffee grounds E
food.
• Put grease in a container to harden
before discarding in the trash.
Do:
• Dispose of these items in the trash can!
Do:
• Consult a septic service professional to
advise you of the proper distance for
planting trees and shrubs, depending on
your septic tank location.
Do:
• Stagger the use of water -generating
appliances. This can be helpful
especially H your system has not been
pumped in a long time.
• Become more water efficient by fixing
plumbing leaks and consider installing
bathroom and kitchen faucet aerators
and water -efficient products.
33 Four wheel Drive
CO1
Carbondale, CO 81623
970-3095259
,6N11,
January 29, 2015
Tad Hundertmark
c/o Dana Carpenter
Daybreak Construction Specialties, Inc.
PO Box 582
Glenwood Springs, CO 81601
davbreakconstructfon anhotmail.com
Project No. C1110
Subsurface Investigation and Onsite Wastewater Treatment System (OWTS) Design
3 -Bedroom Residence (4 -Bedroom OWTS Design)
295 Upper Ranch Road
Pitkin County, Colorado
Tad,
ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater
treatment system (OWTS) design for the subject residence. The property is located outside of Aspen, in
an area where OWTSs are necessary.
The legal description of the property is Block 2, Lot 4, Filing 2, Brush Creek Village Subdivision.
SITE CONDITIONS
A 3 -bedroom single-family residence presently exists and a detached garage with plumbing is proposed.
The existing sheds in the area of the proposed garage will be abandoned. The existing residence is
utilizing an existing OWTS which will be properly abandoned. The existing OWTS is documented under
Pitkin County OWTS Use Permit 0033.2014.powu and requires replacement of the existing no later than
July 16, 2015.
The subdivision is served by a community water system. No wells exist within 100 -feet of the proposed
soil treatment area (STA) or within 50 -feet of the proposed septic tank(s)-
The proposed STA location has approximately a twenty-five percent slope to the northeast across the
proposed STA. Vegetation over the proposed STA consists of sage, scrub oak, and other native
grasses.
No potential future land use changes are planned for the property. A future bedroom is contemplated
over the proposed garage and therefore, the OWTS design will be able to accommodate 4 bedrooms.
SUBSURFACE
The subsurface was investigated on November 11, 2014 by digging three soil profile test pit excavations
(Test Pits) ranging from 5 to 7 -feet in depth. A visual and tactile analysis of the soils was performed on the
Test Pits at approximately 2 to 3 -feet below grade. A Soils Log is provided (W5.0).
The materials encountered in the Test Pit #1 consisted of dark brown, moist topsoil to 12 -inches, underlain
Page 2
by medium brown to tan, moist, clay with blocky structure shape, strong structure grade, and extremely
firm consistence to a maximum depth explored of 7 -feet. No bedrock or groundwater was encountered.
The material encountered in Test Pits #2 and #3 was consistent with findings in Test Pit #1, with a
maximum depth explored of 5 -feet. No bedrock or groundwater was encountered.
The soil was classified as Soil Type 4, clay (with blocky structure and strong structure grade). For sizing
purposes, a long term acceptance rate (LTAR) of 0.15 gallons per square foot will be used to
design the OWTS, in accordance with Soil Type 4A outlined in Table 6.28-7 presented in the Pitkin
County On -Site Wastewater Treatment System Regulations.
Test Pits observed November 11, 2014
Test Pit #1
Test Pit #2
Test Pit #3
Page 5
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from conditions
described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be
according to the county regulations. Requirements not specified in this report must follow applicable
county regulations. The installer should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Otv_t ( 0_S-I-6(.1k's
Carla Ostberg, MPH, REHS
Reviewed By:
Richard H. Petz,
Liability Clause: Under no circumstances whatsoever shall the #ability of ALL SERVICE septic, LLC, in conneabon with
any contrw4 directly or Indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services
and/or goods which are the subject of the contract In connection with which the #ability arises.
Page 3
DESIGN SPECIFICATIONS
The existing OWTS must be properly abandoned. The septic tank will be removed, and the existing
seepage pit pumped and filled with soil and rock so a void no longer exists.
The OWiS design is based on 4 -bedrooms. A design flow of 600 GPD will be used. A Non -Pressurized
Drip Dispersal System (NDDS) has been designed in accordance with criteria outlined in Colorado
Professionals in Onsite Wastewater (CPOM Guidelines for the Design and Installation of NDDS,
Revised December 11, 2014.
Design Calculations:
Wastewater Flow = Q = 75 gaUday x 2 people/bedroom x 4 Bedrooms = 600 gaUday
Q 1 LTAR = 60010.15 = 4000 SF x 1.5 Size Adjustment Factor = 6000 SF
6000 SF 12 = 3000 lineal feet of non -pressure drip dispersal pipe
The system installation will include a new 1250 -gallon, two-compartment Valley Precast concrete septic
tank with an Orenco® Biotube Effluent filter on the outlet tee, followed by an Orencov AX20RT
Treatment System' with an OrencoO PF3005 pump. An equivalent pump able to achieve 10 gallons per
minute and 35 feet of total dynamic head may be considered. The NDDS system has been designed to
completely fill 25% - 50% of the distribution laterals in each zone each pump cycle; therefore, the floats
should be set for a dose volume of approximately 90 gallons (see calculations below). The control panel
for the pumps must be placed within line of sight of the septic tank and AX20RT unit Effluent filter(s)
must be cleaned annually, or as needed.
Pipe calculations are as follows:
1.25 -inch diameter pipe from AX20RT Unit to ADV = 9.3 gallons (drain back)
1.25 -inch diameter pipe from ADV to farthest D -box = 2.7 gallons
.174 gallons x 25 feettlateral x 4 laterals x 3 sections = 52.5 gallons
.174 gallons x 8 feet/ manifold x 3 manifolds = 4.2 gallons
9.3 gal + 2.7 gal + 52.5 gal +4.2 gal = 68.7 gallons — 9.3 gallons drain back = 59A gallons
Minimum 60 gallons/dose
Set floats to 90 gallons per dose
Effluent will be pumped through a 1.254nch diameter transport line to a Model 4605 Automatic
Distributing Valve (ADV), which must remain accessible from grade. An air relief valve must be placed at
the high point on the 1.254nch diameter line from the AX20RT Unit to the ADV. Effluent will exit the ADV
with 1.254nch diameter pipes into five distribution boxes, all accessible from grade and set level with a
baffle or angled pipe at the inlet. Each distribution box will feed 2 -inch diameter pipes going to three
NDDS sections, each with four 24nch distribution laterals 50 -feet long connected with a 2 -inch
diameter level manifold. Laterals must be installed with a trencher, with each line 2 -feet on center.
Laterals must have '/.-inch orifice holes at 6 o'clock, 8 -inches on center. Dispersal laterals must be
Installed a minimum 12 -inches and maximum 30 -inches deep. Each section may be stepped down the
hillside. An inspection port must be installed at the end of at least one lateral in each zone.
' Please note the specification sheets W4.0 and W5.0 do not minor exact design specifications. The 1250 -
gallon septic tank must include an effluent fitter on the outlet tee, and the RT Unit must be preceded by a
1250 -gallon septic tank, not a 1000 -gallon tank.
l 1
y
Page 4
The component manufacturers are typical of applications used by contractors and engineers in this area.
Alternatives may be considered or recommended by contacting our office. Construction must be
according to Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction
Permit provided by PMdn County Environmental Health Department, and this design.
REVEGETATION
An adequate layer of good quality topsoil capable of supporting revegetaticn shall be placed over the entire
disturbed are of the OWTS installation. A mixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be plated over
the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INFORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAB, and any other components needing maintenance. This technology requires a
maintenance contract with qualified personnel be maintained, and maintenance performed per
manufacturer recommendations. A renewable permit may be required per county regulations.
Geo -fabrics or plastics should not be used over the STA No heavy equipment, machinery, or materials
should be placed on backfilled STA. Livestock should not graze on the STA Plumbing fixtures should be
checked to ensure that no additional water is being discharged to OWES. For example, a running toilet or
leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
The homeowner should pump the septic tank every two years, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not
be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes must be installed to allow pump lines to
drain to minimae risk of freezing. The pump shall have an audible and visual alar notification in the
event of excessively high water conditions and shall be connected to a control breaker separate from the
high water alar breaker and from any other control system circuits. The pump system shall have a
switch so the pump can be manually operated.
Excavation equipment must not drive in excavation of the STA due to the potential to compact soil.
Extensions should be placed on all septic tank components to allow access to them from existing grade.
Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be
performed before backfill, after placement of OWTS components. Septic tanks, distribution devices,
pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic,
LLC should be notified 48 hours in advance to observe the installation.
Pump Selection for a Non -Pressurized System - Single Family Residence Project
Hundertmark Residence 1295 Upper Ranch Road, Pitkn County, CO
Parameters
Discharge Assembly Sim
1.25
!"dies
Transport Length Before Valois
120
feet
Transport Pipe Claw
40
feet
Transport Line Sim
1.25
inches
DisnbuBng Vis he Mo dA
4805
:eel
Transport Length After Velw
35
feel
Transport Pipe Ge»
40
Transport Pipe Sim
1.25
Inches
Max Elevation Lift
28
rest
Design Flaw Rete
10
Will
Row Metz
None
inches
Add-on'Fdcdon Lomas
0
feet
Calculations
Transport Velodly Before Vere 22 fps
Tomspad VeloatYAfw Velve 2.2 fps
Frictional Head Losses
Low through Discharge
0.7
feet
Lou in Transport Before Vele
1.7
feet
Lose through Valva
3.2
feet
Low In Transport after Veba
05
feel
Low through Flovaneier
0.0
:eel
'Add-on' Pomo" Losses
00
at
Pipe Volumes
Vol of Transport Line Before Velee 9,3 gals
Vol of Transport Line AllerValve 23 gala
Minimum Pump Requirements
Design Flow Rate 10.0 ppm
Total Dynamic Head 34.2 feet
ar.vav erlenra
onn
Net Discharge (gpm)
Pumpoeta
PF3005 High Head E18ueel Pump
30 GPM, 12HP
11 512M 10 BO12,200V 3000Hz
P173007 High Head Effluent Pump
30 GPM, 314HP
230V 108OH; 200MBOV 3080Hz
PF3010 High Heed Effluent Pump
30 GPM, 1HP
230V 10801-1; 2001460V 3000Hx
PF3015 High Head Effluent Pump
30 GPM, 1-112HP
230V 1080H; 20012301460V 308OHz
5ys:em Curs
Pump Cuae.
Pump Optimal Range_
Operaung Point
Design Paint
1 Th IN Pitkin County Environmental Health Department
e Onsite Wastewater Treatment System (OWTS) USE PERMIT
Co ILI INT Permitfor Continued Use of an Existing DINTS
76 Service Center Road, Aspen, CO 81611
Phone: 970-920-5070 Fax: 970-920-5077
www.aspenpitkin.com/EHNR
Parcel ID #: 2465-141-02-016
OWTS Use Permit #: I 0033.2014.POWU
Date Issued:
08/14/2014
Issued By:
Kurt Dahl
Expiration Date:
08/14/2015
Owner(s): Robert Mcgill Krueger
Property Address:
1295 Upper Ranch Rd
Legal Description:
I Lot 4 Block 2 Filing 2
Licensed Inspector:
I Carla Ostberg
Inspection Date(s):
July 16, 2014
SYSTEM INFORMATION
Components Type Capacity/Size
Primary Treatment Unit Likely a single -compartment tank 750 gallons ?
Secondary Treatment Unit
Absorption Area Concrete block Seepage Pit 13 feet deep
Other System Components
OWTS Use Status:
® in use at the time of the inspection. Eliot in use at the time of the inspection.*
•lithe OWrSwasnot 1n use at the time of the lnspectlan, it Is recommended that the system be re-evaluated when it is rn use far a more accurate
evaluation of the system.
System Records:
Permit #: N/A Date of Issuance: N/A Date of Final Approval: N/A
# of Bedrooms or fixtures served by OWTS: 3 bedrooms
Operational Status: The OWTS system appears to be a 750 gallon single compartment tank with a 13 -foot deep,
concrete block dry well. The system does not meet the minimum Regulations and must be replaced. Since the buyers
have indicated they intend to remodel within 1 year (see letter on file), the OWTS may be used for 1 year from the date
of the approval of this permit. After one year, the existing OwTS must be abandoned and a new system meeting the
minimum requirements of the Pitkin County OWTS Regulations installed. A new construction permit will be required
and is administered through this office.
Inspector Recommendations: Replace system.
Department Recommendations: Limit water usage.
Iswunce ofthB OW73 Use Permdisbwedsolelyan themndldansobservedandrepartedby the hupectorto the Depart enton the dote ofthehupecdan(s) and
on Depmbnentrecontsat MedmeofpermlWng. lhetuummOfMtrpn itcfu snotmnsdWten guarantee, wanamy, arrePn',m atlm bythe Deportment
that thesystem will operate Propedyor willnotfodarthat thesystem wglnathesublecrtofuture enfarcemeataahrn to ca ectad mplla»tmndldona
EWmotedmpadtyofehesystemhosbeennstedontheperaritmdweremmmadthatyaumunttormd/ormeterwoWr to Preventwe andpassible
failure.
*SUBSURFACE DRIP ect Air Valve
Description
The single effect air vlave is designed to extract and push NM
the air inside the piping network It allows for major air
ventilation at pump startup.
Features
Designed to be easily disassembled for cleaning. The
large clear passageway allows lots of air to How in and
out easily. The elbow cap design is ideal for directing
wastewater/air spray. With the internal weight removed,
these airvcnts can easily be used as a flush port.
Part No.
APVSSE•100
APVSSE•200
L3lCt
1"
2^
Max Pressure
80 psi/185 ft.
80 psi/185 ft.
Max Temp
140 of
140 of
Height
8.0"
Specification
The Single Effect Air Valve shall provide instant on -
continuous air relief. The body and base shall be made
of strengthened nylon with glass fibre. The internal weght
shall be made of molded plastic and shall be removable
for easy cleaning. The air vacuum breaker shall be part
number APVSSE-100 or APVSSE-200 as supplied by
Geoflow, Inc
Pmdu¢ShMS-?O1I tiN2lccS1n1WEfitt[(W) 121121 indd
Geoflow, Inc. Tel 415.92760001800.828.3388 Fax 415927.0120 www.geoflow.corn
&UBSU,
RFACE DRI'
e1Sef Vale
Description
Air release occurs when air escape the system at startup and
vacuum relief allows air to enter during shutdown. The
air vent vacuum breakers are installed at the highest points
in the drip Geld to keep soil from being sucked into the
emitters due to back siphoning and back pressure. This
is an absolute necessity with underground drip systems.
They are also used for proper drainage of the supply and
return manifolds. Use one on the high point of the supply
manifold and one on the high point of the return manifold
and any high points of the system.
Features
Geoflow's new kinetic air vacuum breakers have a twist
off cap that is easy to take apart for cleaning. The large
clear passageway allows lots of air to flow in and out easily.
The elbow cap design is ideal for directing wastewater
spray, directing spray downward. With the ball removed,
these airvents can easily be used as a flush port.
art No.
APVBK75L APVBK100L
Act
TA
l-
ax Pressure
80 psi/185 G
80 psi/185 it
ax Temp
140 of
140 of
eight
5"
5.5"
eight
1 oz.
1.2 oz.
Available in drip packages or sold separately.
Specification
The Air Vacuum Breaker shall provide instant and
continuous vacuum relief and non -continuous air relief
Both the body and the ball shall be made of molded
plastic The ball shall be removable for easy cleaning. The
au vacuum breaker shall be part number APVBK75L or
APVBK100L as supplied by Geoflow, Inc
Pmdua Shmu 2011 Am%'-t%awumltelicf(j0 11 HaS.indd
Geoflow, Inc. Tel 415.927.60001800.828.3388
Twist 0
cap
Ball
lei Seal
Air and Vacuum Flow Rate
(P -Si)
fft37m-,n 1 -471 -235
;m'tmin.) -800 -400
UPDATED MODEL
! o.e
0.4
-0.2
fi.d
0 215 471 706
0 400 807 12DO
Firm. Rate
Fax 415927.0120 www.geofiow.com
0591SURFACE DRIP600,01"
acuum Relie4all
UPDATED
Description
Air release occurs when air escape the system at startup and
vacuum relief allows air to enter during shutdown- The
air vent vacuum breakers are installed at the highest points
in the drip field to keep soil from being sucked into the
emitters due to back siphoning and back pressure. This
is an absolute necessity with underground drip systems.
They are also used for proper drainage of the supply and
return manifolds. Use one on the high point of the supply
manifold and one on the high point of the return manifold
and any high points of the system.
Features
Geoflow's new kinetic air vacuum breakers have a twist
off cap that is easy to take apart for cleaning No need
to remove the valve to maintain it The large clear
passageway allows lots of air to flow in and out easily.
The protected mushroom cap is ideal for wastewater,
directing spray downward.
Specification
The Air Vacuum Breaker bady and ball shall be made
of molded plastic The ball shall be removable for easy
cleaning. The Air Vacuum Breaker shall be part number
APVBK75m or APVBK100m as supplied by Geoflow,
Inc
Pmdua Shms-2011 AiWMA'u umade.{(u)IM05.imid
Air and Vacuum Flow Rabe
Ipsi)
Part No.
APVBK75m
APVBK100m
Inlet
3/4"
1"
Max. Flow Rate
30 gpm
Max Pressure
80psi/185 ft.
80psi/185 ft.
Max Temp
140 of
140 of
Height
5"
5.5"
Weight
1 oz.
1.2 oz.
1
-0.2
Specification
The Air Vacuum Breaker bady and ball shall be made
of molded plastic The ball shall be removable for easy
cleaning. The Air Vacuum Breaker shall be part number
APVBK75m or APVBK100m as supplied by Geoflow,
Inc
Pmdua Shms-2011 AiWMA'u umade.{(u)IM05.imid
Air and Vacuum Flow Rabe
Ipsi)
3.4',
;hsrl
a. r
o.e
a 3.8
0.4
0.2
0
0
--
-2.9
1
-0.2
fit:'m•n 1 -471 23f,
0 233
471 706
(m'tmin.)-800 -40G
0 400
800 12DO
Firm- Rnta
Geoflow, Inc. Tel 415927-60001800-828.33BB Fax 415927-0120 www.geoflow.com
11
1
1
DESIGN
343EDROOM RESIDENCE t 1 FUTURE BEDROOM
(75 GAI/PERSONIDAY x2 PERSONSIBEDROOM x4 BEDROOMS)
WASTEWATER FLOW -60O GALLONS
TANK-
600
ANK600 x48 HOUR REIFNTIONTNIE=1250 GALLONS
USE 1250GALLON, TWOCOMPARTMENTTANK FOLLOWED
BYAN ADVANTEKAX 20 RT UNIT
SOIL TREATMENT AREA (STAk
LONG TERM ACCEPTANCE RATE (LTAR)=0.15 GAV SO FT
STA- DALTAR-BOO GAL /0.15 GAL/SO FT=4000 SF
4000 SF K 15 (NODS SIZE ADJUSTMENT FACTOR SORTYPE4A)-
MINIMUM 6000 SO FTANO 3000 LINEAL FEET NODS PIPE
STING
SEEPAGEPITTO
PIT #2 BE ABANDONED I
\ 0TESTPID®1 PROPOSED I I
-+v GARAGE I
I PLUMBINGWRH I
(SHEDS TO BE
DEMOLISHED) I
T \ \\ •• I EXISTING
\\. \ o•,., i SEPTIC TANK I
{f TO
REMOVED VED 1
\SID
RESIDENCE
y / i
Lot 4, Block 2
I
I
1 II
I
1 Y 4�
I 7
LEGALDESCRIPTION: r1SITE PLAN
BRUSH CREEK VILLAGE FUNS NO.2• BLOCK 2, LOT4
SITUATED IN SECTION 21, TOWNSHIP 9 SOUTH, RANGE 85 WEST OFTHE STH P.M.
COUNTY OFPTIION, STATE OF COLORADO
DRAWINGS MUST BE USED IN
CONJUNCTION WITH DESIGN
LETTER DATED 7718/15
3sftndml melwmdRina
Hund Residence
D otrlsn6II
��etsn
Ur R
z9suPP�r+xnd,P�,a
at
Ph= 970.309J4759
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PWdn C9tmN.CNaetla
BY. CBO
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mm
-
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PJill
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fT`N
I
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Scab: 1--2P-0'
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\\
--I 12POEASCH•40PUMP
\\
1
\
LINETOADVWRHAIR
EF VALVE AT
HIGH
1 Easeereld, \
\ WT
1
4 WSOR35 SEWER LINE
DOUBLE-SWEEP
I
UT(MN2E
\I \\\
\ \\
\\
2'DNSC-RLIlA18WG
I
1 I l
L'NENFTER--
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� E
\
oREcn
\ \
\ O
-• 'TWac
I
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PARTMEM,
1 \
1
\ \
35
'.CQNC SEPIICTANK
177Sd
1PI osOAS E \ \\ \
\\ \ \ \
\ \ \
1 \
FVC Stand
I
\ \
I \
4• D(ASI�R3iSEWER INE 3AmROOM
\
\ \
\ RESIDENCE
\ \
1 \
\ \ \ \
\ N
I \
1
\ \ WITH DOLIBLESNEEPL
I \
\ CLEANOUT VAIN 2% SLOPE
q
1 I \
I
TO TANK) ' -
\
1
2• DIA NDDS SYSTEM WITH
1
1
15 SECnONS. PROVIDE
1
INSPSCM ON PO ffr AT END
Garepa
OF EACH SECTION
1 II .°st
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o v I
01 m II
1]at.
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OWIS
33Fm Wlmd Ddee Roes Hundertmadc Residence Dm 01Q915
Cmboedela, Cola o 0162
eemmm® ,e mpthm PMA CaMfy,Ddmma Deslpaad er raD W2.0
RaNesed ST.. RHP
Pm1w Nmobm C1110 Dm B •arvc SIw 12afS
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B.'S.ECTKM. mumr
F!'BETWEEN LATERALS ;.• uw�iox
30-
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emcrnerA ..
Aooniwuaacenam xoom
SECTION—
rj-jVDDS DETAILS
%=Wc6TTRlAII
33FuWholDdwRwd Hundertmark Resklenco olrj9tl6
a"'
0'r
CsrbmldsJe.CoWM.8lB23 29BLIppwRonchRoW
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carlacahemicamp6m= wowd ST.
r
pfujmN,ftw. cille 3, 'q
iS ANG !shft 3 ofe
SUP -ON PVC I
DO NOT GLUE
SEWER LINE
FINISHED GRADE
4 CLEAN
BOX AND COVER BROUGHT TO GRADE
CONCRETE LID
FINSHED GRADE
O O O INLET
OUTLETS
BAFFLE OR
DISTRIBUTION BOX PIPE ANGLED
TOWARD BOTTOM
tZ� D—BOX DETAIL OF BOX
IVIT$ 6r9'P.@
I O - DISTRIBUTING
fy
FROM EFFLUENT VALVE ASSEMBLY
PUMPING SYSTEM 1.25INLETAND
OUTLETS
6 ADVO AIL mrmva
VI / 1 IANK ObIA1L 6mE
33 F=Wheel Drive Rmd
HURderbmrk RBSWBRCB
Data 01(2913
.Cdwado31823
JILL.6.1
299 UPW Reece RMWSE
DmianW Dr. CBO
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illPRAM 070.309420
®eBamvlcasoPUemn
PhNn CoM. CcWedo
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111[11{
PmIeGNumber. C7110
Drawn ,ANC
Sheet4 a18
AX20RT Treatment System -Pump Discharge
Irmee_.Y�. r.e.
Dmim Nd
C}
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♦ FIWG.evn
I
rs
0
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1000 gal. Primary Tank - Top View
AX20 8D0 gal. Recim Tank - Top View
n.a Trsl.c
q._d3•nu rem—
-r,
sr-rw....ol.-r 3MrrIW
.-ywr
/ ATN—
fir
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1000 gal. Pnmary Tank - Side View
AX20 800 gal. Recim. Tank - Side View
Discharge Chamber -
End View
/1
TREATMENT UNIT D
c4Ppaa W
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1eeP.r3a arm=ao _
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33 vfia8
Hundertmrk Residene
DM: 9tw15
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295 Uppw RAu
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P Cwe y coww w.
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W5. 5.0
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of.
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day vi
lapedl KI
TESTPITnt
DARK BROWN. MOIST
TOPSOIL (ROOTZONE)
MEDIUMBROWNTOTAN
MOIST. CLAY WITH BLOCKY
STRUCTURE SHAPE. STRONG
BTRUCIUREGRM ONSIS
EKTREACLY FlTKM CONBIsiENCE
S
1. NO GROUNDWATER ENCOUNTERED
BACKHOE
TEST PIT 02
DARK BROWN, MOIST
TOPSOIL (ROOTZONE)
MEDIUM BROWNTOTAN.
MOISLCLAYWRHSLOCKY
STRUCTURE SKAPE, STRONG
BTRUC URE GRADE, AND
F](TREMELY FWACON6IBTENCE
/15OIL -LOGS
%Zjfm cv.
TEST PRg3
DARK BROWN, MOIST
TOPSOIL (ROOTZONE)
MEDIUMBROWNTOTAN.
wRoAa
MOSR.CAY WRH BLOCIKY
STRUCTUREGRAMARD
STRUCNRE FIRM CONSISTENCE EXTREMELY FIRM CONSISTENCE
33FWWhed Ddw Head
HUndertmark Residence
Dela: Dirmla
pQw aiei
�gCdoo
W6.0
=..�
dd
D®BIredBY•CSO
10(
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udaotloeMmeepft
Revexed By. RHP'Pmlad
Nu . C1110
8r..ANG
ShWGdS
Brush Creek Metropolitan District
500 Juniper Hill Road, Aspen, CO 81611
970-925-5195
TO: Environmental Health Department
FROM: Kevin McClure, Manager
Brush Creek Metropolitan District
DATE: May 21, 2015
RE: Water Service - Brush Creek Metropolitan District
This is to confirm that the Brush Creek Metropolitan District will supply
water to the property located at 295 Upper Ranch Road, Brush Creek
Village Subdivision, Aspen, Pitkin County, Colorado.
If you have any questions, please call me at 970-379-9088, or my email
address is kvnmcclure@gmail.com.
Except for Soil Type 0, the LTAR may vary, depending on the Soil Type and the Treatment Level of the effluent.
You may adjust the LTAR for Soil Types 1-5 by choosing different Treatment Levels, but for Soil Type "0" the LTAR
will always be "I" regardless of Treatment Level. Remember that HLT systems are always pressure -dosed, so no
additional sizing reductions are Riven for Manufactured or Chamber distribution media for HLT systems.
Enter Design Flow (gpd) 600 Enter Number of Bedrooms (including office(s), ADU, etc.) 4
Select LTAR 0.15 Enter Additional Flow in GPD1 0
Select Effluent Application Factor 1
' 11rJ See Distrbution Media Tabs below for design details
TRENCH STA 2001
BED 5 T A
FOR TLSw /GRAVEL DISTIRBU11ON MEDIA CLICK HERE to go to/return to this TAB
TRENCH STA 4000
BED STA 4800
TRENCH STA 3600
BED STA 4320 1
FOR TLS w /CHAMBER DISTRIBUTION MEDIA CLICK HERE t0 go to/return to this TAB
TRENCH STA2800
BED STA 3360
To Calculate STA Reductions for Deep Gravel I CLICK I HERE Ito go to/ return to this TAB
To Calculate Distirbution Pipe Volume CLICK HER[ to go to/return to this TAB
Enter the Lake Evaporation Rate 42 inches per year
ET SYSTEMS
10046
NDDS SYSTEM
3000
House size in sq ft 1600
Flow 75
Minimum Tank Size =
YorxIN
COUM1T•
Pa' -'e I oI, I
Kurt Dahl <kurt.dahl@pitkincounty.com>
Hundertmark Activity Envelope and Site Plan with Scenic Review
1 message
Kurt Dahl <kurt.dahl@pitkincounty.com>
To: Lance Clarke <lance.clarke@pitkincounty.com>
Tue, Sep 8, 2015 at 10:17 AM
Lance,
Sorry this is late. I did some investigation on the sizing of the proposed OWTS and given the poor soils and the code will not
give a reduction in the field size for this type of system, the sizing cannot be adjusted and they need a large area to
accommodate the new field. The proposed system is sized for 4 bedrooms. Please let me know when they have approval of
the application and I will issue the permit.
Thanks,
Kurt
Kurt Dahl
Pitkin County Environmental Health Manager
(970) 920-5438 kurt.dahl@pitkincounty.com
9/8/2015
ATKIN
QGu N rfi
CVIl NID
Pitkin County Environmental "'�alth Department
I— 'Onsite Wastewater Treatment Sys:. ,, �Zn (OWTS) USE PERMIT
Permit forContinued Use of an Existing OWTS
76 Service Center Road, Aspen, CO 81611
Phone: 970-920-5070 Fax: 970-920-5077
www.aspenpitkin.com/EHNR
Parcel ID #: 2465-141-02-016
OWTS Use Permit#:
I 0033.2014.POWU
Date Issued:
08/14/2014
Issued By:
Kurt Dahl
Expiration Date:
08/14/2015
Owner(s): I Robert Mcgill Krueger
Property Address:
295 Upper Ranch Rd
Legal Description:
Lot 4 Block 2 Filing 2
Licensed Inspector: Carla Ostb erg
Inspection Date(s):
July 16, 2014
SYSTEM INFORMATION
Components
Type
Capacity/Size
Primary Treatment Unit
Likely a single -compartment tank
750 gallons ?
Secondary Treatment Unit
Absorption Area
Concrete block Seepage Pit
13 feet deep
Other System Components
OWTS Use Status:
® In use at the time of the inspection. ❑Not in use at the time of the inspection.*
*If the OWTS was not in use of the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate
System Records:
Permit #: N/A Date of Issuance: N/A Date of Final Approval: N/A
# of Bedrooms or fixtures served by OWTS: 3 bedrooms
Operational Status: The OWTS system appears to be a 750 gallon single compartment tank with a 13 -foot deep,
concrete block dry well. The system does not meet the minimum Regulations and must be replaced. Since the buyers
have indicated they intend to remodel within 1 year (see letter on file), the OWTS may be used for 1 year from the date
of the approval of this permit. After one year, the existing OWTS must be abandoned and a new system meeting the
minimum requirements of the Pitkin County OWTS Regulations installed. A new construction permit will be required
and is administered through this office.
Inspector Recommendations: Replace system.
Department Recommendations: Limit water usage.
Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the lnspection(s) and
on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department
that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions.
Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible
failure.
V� JJ
Ntkin County Environmental H( i Department
't'p1 T K t N Onsite Wastewater Treatment System (OWTS)
CUti n 1. ti USE PERMIT APPLICATION
76 Service Center Rd
Aspen, CO 81611
Website: www.aspenpitkin.com/ehnr/
Annlicatinn fnr rnrttinitnrl I iieo of ftn ntArrQ
Primary Contact Person/Appiicant`(if not owner):
Da r�
Company:
IEW ty Assessoes Office-
lwww.orBdnassesse from the Phkin or 2 by
�
870920 9780 or at orrn):
- 213
- v Z 008
Purpose of Use Permit:
PROPERTY T1tANSACITON ❑ RENODEUADDITION
Cell Phone:
q-70 1
Property Address:
-3
Fax Num �� ry � 7� J�
J
Lot: Block: Filing:
Subdivision:
Indicate Preferred Method of Permit Receipt:
Email Pax
Z 2—
Nor14077MA, Coy
Residences: Other
Licensed Systems Inspector one Number.
CArt7-�-k4
#
s of Bedrooms: fixtumsluses: 7
Fax Number.
DS 1'3q7&-369-S=r
Mailing Addr,e/�'
Property Ownar(s)*:
\-2-06A-
Email Address:
tom.
>
Owners Mailing Address:
City, State, Zip:
Z9 s vPP.e� CIA '
PLEASE READ BEFORE SIGNING:
Home Phone:
7
C1b—m•Contact
Business Phone:
I certify that the abow IMamatlon is complete and accurate and that I have provltled complete and accurate information In all of the documents
Included in my application package. I acknowledge that this department may revoke any 1 am issued H
infomaovw�
psrmlt
my application la found to contain any
Primary Contact Person/Appiicant`(if not owner):
Da r�
Company:
Ices,
�, S A4 C_
ContaWAppricant Mailing Address:
City, ate, Zip:
Ui CZ 31C OZ
Cell Phone:
q-70 1
Business Phone:
970-
-3
Fax Num �� ry � 7� J�
J
^Email Address:
1�
Indicate Preferred Method of Permit Receipt:
Email Pax
❑ us Mail
Nor14077MA, Coy
Licensed Systems Inspector one Number.
CArt7-�-k4
Email Address:
Fax Number.
DS 1'3q7&-369-S=r
Mailing Addr,e/�'
Ci�ty, S^tat^e, Z�ip:
YWJ'2_rti[�
Oyu
PLEASE READ BEFORE SIGNING:
I certify that the abow IMamatlon is complete and accurate and that I have provltled complete and accurate information In all of the documents
Included in my application package. I acknowledge that this department may revoke any 1 am issued H
Inaccurate, false, or misleading Information.
psrmlt
my application la found to contain any
Signature (Re
Please allow 3-5 busing days for processing of Use Permits.
i USE ONLY -
EH Staff Fee & Receipt is Date:
4100 Sf b 3IN120
1'K IN Pitkin County Environmental alth Department
Onsite Wastewater Treatment System (OWTS)
CTI NTt USE PERMIT CHECKLIST
Permit for Continued Use of an Existing OWTS
76 Service Center Rd Aspen, CO 81611
Phone: 970.920.5070 Fax: 970.920.5374
Website: www.aspenpitkin.com/ehnr
Some items listed on this checklist may already exist in the Department files. Please contact
this department to collect any necessary documentation, using the parcel ID# to identify the
property, priorto scheduling an OWTS Use Permit inspection and/or submitting the OWTS Use
Permit application packet.
A complete application package must be presented at the time of your pre -application
conference for acceptance. To schedule a pre -application conference, please call (970) 920-
5070.
PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION
Only one copy of each item is necessary. Electronic versions of any or all of the documents
identified below may be emailed to ehnr(5)co.pitkin.co.us before the date of the pre -application
conference.
OWTS Use Permit Application (completed)
Site Plan (11x17)
Should include general location of each OWTS, buildings, water
courses, domestic water source(s), and other pertinent
information.
Building Floor Plans (11x17)
❑ Current floor plans for a property transaction; or
❑ Proposed floor plans for an addition/remodel that does not
increase potential bedroom count or water usage of the structure
served by the existing OWTS.
Inspection report by a Licensed Systems Inspector
Ik'� A list of Licensed Systems Inspectors can be found at
www.aspenoitkin com/ehnr
An inspection report is good for one year
Applicable Fee
1 OWTS Use Permit: $100
Please make checks payable to Pitkin County Environmental
Health Department.
July 25, 2014
Robert Krueger
Go Dana
davbreakconstruct(cDhotmail.com
Onsite Wastewater Treatment System (OWTS) Use Permit Inspection
295 Upper Ranch Road
Pitkin County, Colorado
Mr. Krueger,
As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit
inspection at 295 Upper Ranch Road, Aspen, Colorado on July 16, 2014.
No permit and record drawing was available from Pitkin County Environmental Health Department
(Parcel ID #2643-213-02-008). The subject OWTS consists of a concrete septic tank followed by a
stacked cinder block drywell.
The septic tank is likely a single -compartment (although that is not confirmed), 750 -gallon tank
(exact capacity not known), with no inlet or outlet tees. According to B&R Septic records, 750
gallons were pumped in March of 2000; 2200 gallons were pumped in 2004 (likely both the tank and
drywell), and 500 gallons were pumped in 2011. The septic tank was not pumped as part of this
inspection. The septic tank appeared to be holding water at normal levels.
Water was run through the system and flow through the septic tank into the drywell appeared to be
normal. The stacked cinder block drywell had approximately 4.5 -feet of water in the bottom. Depth
from ground level to the bottom of the drywell was 13 -feet. The inlet to the drywell was several feet
(exact distance not measured) above the water level in the drywell.
At this time, it does not appear that the OWTS poses a risk to public health or the environment. This
evaluation is not a guarantee of future system performance. This inspection is good for one year.
Typically, repairs would need to be made to this OWTS in order to obtain the required OWTS Use
Permit. There is a desire on behalf of the buyer to redevelop the property, which will include
replacement of the existing OWTS. Section 6.28.020 B. 2. C of the Pitkin County Onsite
Wastewater Treatment Systems Regulation states...
"The Department, in its discretion, may waive the requirement for an OWTS use
permit where warranted by a particular fact situation (e.g., a buyer agrees to demolish
an existing dwelling and abandon the existing OWTS within a defined time period)."
The buyer will be requesting a one-year timeframe for continued use of the existing OWTS following
transfer of the property in order to obtain the appropriate Pitkin County land use approvals and
establish redevelopment plans for the property. The new OWTS will likely be designed by Sopris
CBO Inc.
33 Four Wheel Drive Road
Carbondale, CO 81623
cell) 970-309-5259 office) 970-704-0484
lei "
carla.ostberg(ogmail.com
July 25, 2014
Robert Krueger
Go Dana
davbreakconstruct(cDhotmail.com
Onsite Wastewater Treatment System (OWTS) Use Permit Inspection
295 Upper Ranch Road
Pitkin County, Colorado
Mr. Krueger,
As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit
inspection at 295 Upper Ranch Road, Aspen, Colorado on July 16, 2014.
No permit and record drawing was available from Pitkin County Environmental Health Department
(Parcel ID #2643-213-02-008). The subject OWTS consists of a concrete septic tank followed by a
stacked cinder block drywell.
The septic tank is likely a single -compartment (although that is not confirmed), 750 -gallon tank
(exact capacity not known), with no inlet or outlet tees. According to B&R Septic records, 750
gallons were pumped in March of 2000; 2200 gallons were pumped in 2004 (likely both the tank and
drywell), and 500 gallons were pumped in 2011. The septic tank was not pumped as part of this
inspection. The septic tank appeared to be holding water at normal levels.
Water was run through the system and flow through the septic tank into the drywell appeared to be
normal. The stacked cinder block drywell had approximately 4.5 -feet of water in the bottom. Depth
from ground level to the bottom of the drywell was 13 -feet. The inlet to the drywell was several feet
(exact distance not measured) above the water level in the drywell.
At this time, it does not appear that the OWTS poses a risk to public health or the environment. This
evaluation is not a guarantee of future system performance. This inspection is good for one year.
Typically, repairs would need to be made to this OWTS in order to obtain the required OWTS Use
Permit. There is a desire on behalf of the buyer to redevelop the property, which will include
replacement of the existing OWTS. Section 6.28.020 B. 2. C of the Pitkin County Onsite
Wastewater Treatment Systems Regulation states...
"The Department, in its discretion, may waive the requirement for an OWTS use
permit where warranted by a particular fact situation (e.g., a buyer agrees to demolish
an existing dwelling and abandon the existing OWTS within a defined time period)."
The buyer will be requesting a one-year timeframe for continued use of the existing OWTS following
transfer of the property in order to obtain the appropriate Pitkin County land use approvals and
establish redevelopment plans for the property. The new OWTS will likely be designed by Sopris
Engineering in conjunction with plans for the new residence(s). The existing OWTS will be
abandoned when redevelopment begins.
This report should be submitted to the Pitkin County Environmental Health Department, along with
the required application and associated paperwork. The buyer must also contact Pitkin County
Environmental Health to establish a record of the plan and allowed timeline for continued use of this
OWTS. The following links are the required application and application checklist.
Application:
http: //www. aspenpitkin. com/Portals/0/docs/county/Com %20Dev/E H N R/OWTS%20Use%20Permit%
20Application.pdf
Application Checklist
Please call with questions.
Sincerely,
Carla Ostberg, MPH, REHS
NAWT Certified Inspector
Certification # 11 0441T Exp. 2016
July 16. 2014
Septic tank location / three
access pipes to septic tank
Three ports of access. Able to see lack of tees on inlet and outlet sides of tank. Not much else able
to be viewed.
Drywell access
well via cinderblock
�°'`" I Looking down drywell. Used flashlight to see into drywell.
When water was run, could see water entering drywell.
Owner's Name:
Address:
Onsite Wastewater Treatment Systems (OWTS) Use
Permit Inspection Form
Pitkin County Environmental Health Department
76 Service Center Rd, Aspen, CO 81611
Phone: 970-920-5070 Fax: 970-920-5374
Website: www.aspenpitkin.com/ehnr
Inspection form for continued use of an existing OWTS
Parcel Number: � (4'�5 a,I ?r-- Ca' — CC V,
Inspection Date: -711('110
Inspector's Name: (in tj (r \n�)l , n,
Business Name: ORD Inc
Phone Number
Email: Our La. oca-1L7.P �(,1���i�1G�- -CfyiAi1
Pitkin County Systems Inspector License Number: 1)1
:gill be remitted to Pitkin County Environmental Health Department by
i iw IJcc >;_ J Sy;1i•n;s hupccror within 60 days of the inspection regardless of whether the system
passes or fails.
QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION:
Is the home currently occupied? YES NO
If NO, how long has the home been vacant?
How many bedrooms are in the home? 3
If secondary treatment is used, who is the
maintenance provider? N i l)
RECORDS:
Were system records available from Pitkin County? YES
NO
If YES: Permit number:
Date of Final Approval:
# of bedrooms permitted:
Was an as -built drawing available? YES
NO
Is the as -built drawing accurate? YES
NO
If NO: Complete a drawing of the system on last page of this form as accurately as
possible.
Any question marked FAIL will require correction before an OWTS Use
permit is issued.
SITE CONDITIONS:
Proper grading, no evidence of erosion?
PASS
FAIL
Improper vegetative cover?
NO
YES Ory Ihie U
Evidence of compaction such as heavy machinery or livestock?
N
YES
Improper discharges such as straight pipes?
P
FAIL
Evidence of high ground water?
NO
YES
Snow cover present?
NO
YES
Page 1
` C L
-15D JO I Zeno Kar:
5 (i_O 20 t Ii
2Lca a( 1
TANK:
Timid
Evidence of past surfacing?
Tank 2
YES
Tank 3
If YES, is the pump/dosing siphon functioning properly?
Tank capacity
FAIL
gallons
PASS
gallons
Is the high water alarm working, both visible and audible?
gallons
Tank material
SECONDARY TREATMENT:
If YES, is it accessible from grade?
YES
Is a secondary treatment unit present? YES
NO ' '
UNKNOWN
n of compartments
7
Does the owner have a current maintenance contract for the unit? YES
NO
UNKNOWN
Maintenance Provider: Phone:
Date of last pumping
Lids/risers in good condition
11IML
PASS
FAIL
PASS
FAIL
Risers to grade
NO
YES
NO
YES
NO
Riser height
bf
Riser condition/watertightness
Inlet sanitaryT/baffle
PASS
FAI
PASS
FAIL
PASS
FAIL
Outlet sanitary T/baffle
PASS
%1k"
PASS
FAIL
PASS
FAIL
Effluent fitter (if part of design)
PASS FAIL
PASS FAIL
N/A
PASS FAIL
N/A
Condition of tank material
FAIL
PASS
FAIL
PASS
FAIL
Tank was pumped for inspection
YES
N
YES
NO I
YES
NO
If YES, list the pumping company
if NO, when was the last pumping
Scum level (1st compartment)
inches
inches
inches
Sludge level (1st compartment)
inches
inches
inches
Scum level (2nd compartment)
inches
inches
inches
Sludge level (2nd compartment)
inches
inches
inches
Backflow (if pumped)
PASS—SAIL
PASS
FAIL
PASS
FAIL
Midtank baffle
PASS F
N/A
PASS FAIL
N/A
PASS FAIL
N/A
Watertightness
P
FAIL
PASS
FAIL
PASS
FAIL
191 ll rooVcr Lf, -IR i wan iavlk F ctry k1l
PUMPS/DOSING SIPHONS:
PASS
Evidence of past surfacing?
Is a pump or dosing siphon present?
YES
NO'S
If YES, is the pump/dosing siphon functioning properly?
PASS
FAIL
Does the pump/wiring/dosing siphon appear to be in good condition?
PASS
FAIL
Is the high water alarm working, both visible and audible?
PASS
FAIL
SECONDARY TREATMENT:
If YES, is it accessible from grade?
YES
Is a secondary treatment unit present? YES
NO ' '
UNKNOWN
If YES, does the unit appear to be in good working condition? YES
NO
Does the owner have a current maintenance contract for the unit? YES
NO
UNKNOWN
Maintenance Provider: Phone:
If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A
copy of the contract must be submitted to Pitkin County Environmental Health Department.
ABSORBTION AREA:
Effluent surfacing?
PASS
Evidence of past surfacing?
Surface dampness?
eN
Excessive odors?
Field location verified by observation ports or probing:
Ports
Liquid in observation port?
NO
If YES, record depth:
JJ
L}_cjr Wn irLefytW_I�
Distribution Box or ADV part of original design?
YES
If YES, is it accessible from grade?
YES
Is it level and in good condition?
PASS
FAIL
YES
YES
YES
Probing (-
Page 2
j.�Sc��-p
YE
inches
JJ
L}_cjr Wn irLefytW_I�
�r
UNKNOWN
FAIL
Any problems with the system that were not addressed in the inspection checklist?
Please list any recommendations for the continued use of the system:
Were any repairs done as a result of this inspection? eo
YES
If YES, please describe the repairs.
To the Pest olff my knowledge and training, the information collected in this inspection is accurate as of
ZC_jq'
Licensed Systems Inspector Signature: _�.l'd
Clearly label any pictures and attach them to this form.
Page 3
If no as -built drawings exist for this system or the as -built was inaccurate, please diagram the system as
accurately as possible. Be sure to document all system components and the location of any well on the
property. Using markers such as comers of the house, exact measurements can be used to triangulate
the location ofthe system components for future reference.
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1 Of 1
Tad and Kathryn Hundertmark
RE: 295 Upper Ranch Road
Aspen, CO 81611
To Whom it May Concern:
August 8, 2014
On or about August 18, 2014 we will be closing on the purchase of property located at 295
Upper Ranch Road in Aspen, CO.
Our intentions are to live in the north part of the present building until we can secure plans
and permits required by the county to build a 2000 (+-) sq. foot addition to the south end of
the building over what is presently a garage/shop area.
We understand all requirements will be established as we go through the permitting process
that we will start before the end of this year.
Our intentions are to have a building permit in place for us to start the remodel as soon as
weather permits in the spring of 2015.
At that point we will also have a newly designed OWTS and other details accomplished to
complete this project.
Sincerely,
Tad and,Kathryn Hundertmark
Tad Hunpertmark
Kathmark
7700
1
7720It
It 4
7730 1 + It
.��it � `, I tl\ 1, i � � \\\ �I• <t <.
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Covenants, Rec. No.123147 ``\ jC 233. 1 ; I ( Activlty,Fnvelope
(typical)7750
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Found No. 5 Rebar ::::::::. ` ` \ \ r --��\ \ ` ♦ \ \ \ \ t '. I F
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Bk. 352,Pgs.972-97 " 7750 -
/+
GRAPHIC SCALE
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20 0 10 20 40
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is Wo �
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Elee. -----
x `
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7790
x x \
Found No. 5 Rebar
7804 k
NOTICE: (ACCORDING TO C.R.S.1380.105 Er. SEOJ
ACCORDING TO COLORADO LAW YOU MIDST COMMENCE ANY LEGALACTION BASED
UPON ANY DEFECT IN THIS SURVEY WTTIM THREE YEARS AFTERYOU DISCOVER SUCH DEFECT.
IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS IMPROVEMENT SURVEY BE
Activity Envelope Plan
Of
Lot 4, Block 2
Brush Creek Village Filing No. 2
SITUATED IN SECTION 21, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M.
COUNTY OF PITKIN, STATE OF COLORADO
URVEYORS' CERI7FICAIION: OWNER'S ACKNOWLEDGMENT AND DISCIAAffiL'
THE UNDERSIGNED, BEING A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE APPLICANT ACKNOWLEDGES ALL HAZARD
BEAST INFORMED FE PITKIN PROPERCOUNTY.
THE
IDGSIII4CH OF ENVIRONMENTAL trA�.ttn AREAS THAT MIGHT AFFECT THE PROPHRTY,ANY
COLORADO DO HEREBY CERTIFY THAT THIS MONUME•NTED LAND, IMPROVEMENT AND IMPROVEMENT'S, AND THE USE AND OCCUPANCY THEREOF. THE PROVISIONS OF THE PITKIN
pOGRAPHIC SURVEY WAS PREPARED FOR TAD. D. AND KATHRYN E. HUNDERTMARKBY COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF
ME AND UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT IT IS TRUE AND CORRECT' DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS, OR THAT APPROVED MITIGATION
THE BEST OF MY KNOWLEDGE AND BELIEF. MEASURES WILL GUARANTEE THE SAFELY OF ANY PROPERTY.
FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE PARCEL INDICATED ON THIS DATE,
JULY 28, 2014, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF
THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED DATE
REMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT OWNER
THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY FASEMENT CROSSING OR BURDENING ANY
PA OF SAW PARCEL, EXCEPT AS NOTED.
ALL INFORMATION PERTAINING To OWNERSHIP AND OTHER EASEMENTS OR ENCUMBRANCES COMMUNITY DBV6LOP 4ENr DIRECTOR:
RECORD HAS BEEN TAKEN FROM A TITLE INSURANCE COMMITMENT PREPARED BY STEWART 1. ACTMTY ENVELOPE HAS BEEN REVINWED AND APPROVED BY THE PITKIN COUNTY
ME, INC, TITLE INSURANCE COMMITMENT ORDER NO. 0 133043835, EFFECTIVE DATE COMMUNITY DEVELOPMENT DIRECTOR TIES _DAY OF .204 SUBJECT
LY 01, 2014 AT 8A0 AM
TO ADMINISTRATIVE DECISION NO. RECORDED AS RECEPTION
NO.
Y: SAMUEL D. PHELPS
OL.ORADO LICENSED PROFESSIONAL Preliminary for review
LAND SURVEYORNO. 27613 r COMM[JNIIY DEVELOPMENT DI2ECI.OR
GRAND ON BEHALF OF SURVOO, INC. and comment
COLORADO CORPPORATION
ATE OF CERTIFICATION: 28/JULY/2014
CLERK & RECORDER ACCEPTANCE:
ROPERTY DESCRIPTION: THIS ACTIVITY ENVELOPE HAS BEEN ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND
LOT 4, BLOCK 2 RECORDER OF PITKIN COUNTY, COLORADO, ON THIS DAY OF . 20
RUSH CREEK VIIAGE FILING NO.2
CCORDING TO THE SUBDIVISION PIAT THEREOF IN PLAT BOOK_ AT PAGE . AS RECEPTION NO.
AS FI.RD FORRECORD IN PLAT BOOK3 AT PAGE 96
OUNTY OF PITKIN
TATE OF COLORADO
ONTAINS 2.054 ACRES AS DESCRIBED.
DAM,
PITKIN COUNTY CLERK AND RECORDER
TRI ADDRESS:
95 UPPER RANCH ROAD
ASPEN, Co.
1611
(NOT WITHIN MUNICIPAL LmIITS)
BY: DEP VLY
URVEYORS NOTES:
HEARINGS AS SHOWN HEREON ARE BASED UPON A RECORD BEARING OF N.79°0124"E
FOR THE NORTH LINE OF THE SUBJECT PROPERTY.
MONUMBNTATION BEING FOUND IN THE FIELD AS INDICATED HEREON-
) THIS SURVEY IS BASED UPON MONUMENTATION BEING FOUND IN THE FIELD AS INDICATED
H RRON AND THE RECORD PLAT OF THE SUBJECT PROPERTY.
ALL LINEAR DIMENSIONS SHOWN HEREON ARE IN US SURVEY FEEL'.
DATE OF FIE[O SURVEY: JULY 18, 2014.
THIS PROPERTY IS/MAY BE SUBJECT TO US PATENT RIGHTS, MINERAL. RESERVATIONS AND
PROTECTIVE COVENANTS OF RECORD.
ELEVATIONS AS SHOWN HEREON ARE DERIVED BY GPS gIERW METHODS AND ARE A CLOSE
APPROXIMATION OF NAVD a8 ELEVATIONS.
THIS PROPERTY IS ZONED AFRIO BY PITKIN COUNTY AND IS SUBJECT TO -ACTIVITY ENVELOPS"
DETERMINATION BY THE COMMUNITY DEVELOPMENT DEPARTMENT.
THIS PROPERTY MAY BE SUBJECT TO AN INGRESSMORFSS EASEMENT AS RESERVED IN
DOCUMENTS RECORDED IN BOOK 227 AT PAGE 403 AND BOOK 232 AT PAGE 541 IN WHICH
1T{8 SPECIFIC LOCATION OF THE EASEMENT IS NOT DEFINED.
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Pr ntedBom TOP01®2000 WAIllomr Plodoetions (w\ w to!M wnl)
Vicinity Map
SurvCo, Inc.
Slope Analysis within deslgnated"ActivltyEnvelope" RTK GPS and Conventional Land Surveying Services
No shading
Slopes 0%to 29.99% 826-1/2 Grand Avenue
Post Office Box 2782
1 Slopes 30% to 44.99% Glenwood Springs, CO. 81602-2782
Slopes 45%+ Phone: (970) 945-5945 Fax: (970) 945-5946
Email: survco C<9gmatl.com
L Date: 28/July/2014
Sheet Client: Tad and Kathryn
Hundertmark dwg file: 14.026.001
1 Of 1 Job No.: 14.026
Drown By. S. Phelps N0. BY DATE REVISION DESCRIPTION
URVEYORS NOTES:
HEARINGS AS SHOWN HEREON ARE BASED UPON A RECORD BEARING OF N.79°0124"E
FOR THE NORTH LINE OF THE SUBJECT PROPERTY.
MONUMBNTATION BEING FOUND IN THE FIELD AS INDICATED HEREON-
) THIS SURVEY IS BASED UPON MONUMENTATION BEING FOUND IN THE FIELD AS INDICATED
H RRON AND THE RECORD PLAT OF THE SUBJECT PROPERTY.
ALL LINEAR DIMENSIONS SHOWN HEREON ARE IN US SURVEY FEEL'.
DATE OF FIE[O SURVEY: JULY 18, 2014.
THIS PROPERTY IS/MAY BE SUBJECT TO US PATENT RIGHTS, MINERAL. RESERVATIONS AND
PROTECTIVE COVENANTS OF RECORD.
ELEVATIONS AS SHOWN HEREON ARE DERIVED BY GPS gIERW METHODS AND ARE A CLOSE
APPROXIMATION OF NAVD a8 ELEVATIONS.
THIS PROPERTY IS ZONED AFRIO BY PITKIN COUNTY AND IS SUBJECT TO -ACTIVITY ENVELOPS"
DETERMINATION BY THE COMMUNITY DEVELOPMENT DEPARTMENT.
THIS PROPERTY MAY BE SUBJECT TO AN INGRESSMORFSS EASEMENT AS RESERVED IN
DOCUMENTS RECORDED IN BOOK 227 AT PAGE 403 AND BOOK 232 AT PAGE 541 IN WHICH
1T{8 SPECIFIC LOCATION OF THE EASEMENT IS NOT DEFINED.
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TN JrMN ° 1000 VITIRS
Y ID, f�ao6 TIEf 0 600
Pr ntedBom TOP01®2000 WAIllomr Plodoetions (w\ w to!M wnl)
Vicinity Map
SurvCo, Inc.
Slope Analysis within deslgnated"ActivltyEnvelope" RTK GPS and Conventional Land Surveying Services
No shading
Slopes 0%to 29.99% 826-1/2 Grand Avenue
Post Office Box 2782
1 Slopes 30% to 44.99% Glenwood Springs, CO. 81602-2782
Slopes 45%+ Phone: (970) 945-5945 Fax: (970) 945-5946
Email: survco C<9gmatl.com
L Date: 28/July/2014
Sheet Client: Tad and Kathryn
Hundertmark dwg file: 14.026.001
1 Of 1 Job No.: 14.026
Drown By. S. Phelps N0. BY DATE REVISION DESCRIPTION
TN JrMN ° 1000 VITIRS
Y ID, f�ao6 TIEf 0 600
Pr ntedBom TOP01®2000 WAIllomr Plodoetions (w\ w to!M wnl)
Vicinity Map
SurvCo, Inc.
Slope Analysis within deslgnated"ActivltyEnvelope" RTK GPS and Conventional Land Surveying Services
No shading
Slopes 0%to 29.99% 826-1/2 Grand Avenue
Post Office Box 2782
1 Slopes 30% to 44.99% Glenwood Springs, CO. 81602-2782
Slopes 45%+ Phone: (970) 945-5945 Fax: (970) 945-5946
Email: survco C<9gmatl.com
L Date: 28/July/2014
Sheet Client: Tad and Kathryn
Hundertmark dwg file: 14.026.001
1 Of 1 Job No.: 14.026
Drown By. S. Phelps N0. BY DATE REVISION DESCRIPTION