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Pitkin County Environmental Health & Natural Resources 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
Permit # 07022 Parcel ID # 2467-344-00-022
Type of permit New( ) Repair() Addition/Remodel to House( X )
Name of Owner Doug Raqer
Street Address 1780 Snowmass Creek Rd
Property legal description
Size of lot 2.5
Total square footage of the house 3702
Water source Spring
# of bedrooms in house 4 # of offices, lofts & similar sized rooms in house
Caretaker unit Total square footage of the caretaker unit
# of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit
Designed for what # rooms (list) FOUR bedrooms
Permit information
Designed by All Service
Mailing Address P.O. Box 2844 Glenwood Springs, CO 81602
Perc rate 13 Profile hole depth 8 ft Depth to groundwater or bedrock > 8 ft
Minimum Septic tank capacity 1750 gallons Minimum Absorption area 1010sf/50% reduc.= 505sf
Comments
Septic permit approved per compliance with the engineer design and specifications dated August 21, 2006,
Project # 1233. Any changes must be approved by this department and the design engineer prior to them being
made. Minimum horizontal distances between components of the system and physical features shall conform to the
Pitkin County ISDS regulations. Engineer has stated that It is not necessary to use the 8 ft rule to prevent
contamination.
Design is to use the existing 1000 gallon two-compartment tank and add in series a second 1000 gallon tank. Both
tanks are to be water tight if within 50 ft of any ditches or water sources. Effluent filter is to be on outlet of first tank.
Effluent is pumped to a concrete distribution box with a baffle and then gravity flow to 3 trenches, each with 18
Quick4 chambers for a total of 54 Quick4 chambers. There must be 6 ft of undisturbed soil between the trenches.
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.
The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel.
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
Permit approved by:Date:
Plans and specifications of the propo ed 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 Departent.As-built
drawings must be included with this permit before the final approval will be issued. Expiration Date: 0 I AV O
Installer: - License Number:
Final approval: Date: /CZ Z63 0 %
PITKIN CONTY ENVIRONMENTAL HEALTH DEORTMENT
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
Owner's Mailing Address
E-mail Address:
Phone: / Z –2 —1
Primary Contact Person (all communication regarding this permit will go through this person)
Name
Company
Contact Mailing Address
City, State, Zip Business Phone
Cell Phone: Fax: – E-mail Address:
Parcel ID # (available from assessor's office �^
at 920-5160 or at www.pitkinassessor.org ) _(f_) 1 -
Building Permit # (if available) QQ ��f % �� cc> -F
Street address of property
Legal Descri plion: L �� } lock( (E41i1
9l• / ,St4w Sto
Size of lot: acres. Ty a of proposed s[ruclure:
2`EX
Total square fee of house # of bedrooms (potential) in house
Caretaker Unit: Attached ( ( )
in caretaker unit
Permit is for: New Home ( j Repai due to failure ( ) Remodel/Addition ( . ) Emergency use ( )
Water: Private well ( ) Spring (ream ( ) Community/Public Water System ( )
If community system: Name of system
The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the
time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit: second,
before final approval of the ISDS permit.
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and
accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour
intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain
tiles, 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 held harmless
should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by
the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system.
Signature of ap ' t ���2 A4Z;ffZ Date -34047
Received by Receipt # Q679 Date O
v
ID -7 L) 2 Z
Pitkin County Environmental Health Department
Contact Log Sheet
Name: (( (Z'
ParcellD#: Address: 5 C
Date Person Spoken To Comments / Action to be Taken Initials Time
/l C q
i
i
1
J
Name:
Parcel
en / Pitkin Environmental Health Depa%
Contact Log Sheet
t, RALE2
7— _3 /`/- Address:
n Socken To Comments / Action to be Taken
Re: Rager Tank Installation Notes
is
•
-* Reply Reply to all 4 Forward i k�j d X 14 + Close 6 Help
Pagel of 2
From: Doug Rager [Doug@DougRagerArchitect.com] Sent: Thu 10/18/2007 11:32 AM
To: Nancy Mackenzie
Cc: Tim Petz; mailto:thecrew-4@comcast.net
Subject: Re: Rager Tank Installation Notes
Attachments:
Nancy,
Rolland is installing the filter today.
I don't think the tanks will float. When a hole is dug here it will slowly fill with water in the
bottom but after holes are backfilled the migration of water ceases... equilibrium is restored.
The existing tank has not moved & my propane tank has not moved.
We will keep an eye on the tanks/system as you request.
We do attempt to manage the beavers but I think sometimes they do a better job of
managing us. Our neighbor shoots them but we are trying to coexist.
For the record, I'm very impressed with both Tim Petz & Roland Estes. I think we have a
both a fine design & a superior installation.
Thank you,
Doug Rager
(970)-927-1780 Phone & Fax
Doug@DougRagerArchitect.com
----- Original Message -----
From: Nancy Mackenzie
To: tpetzI@comcast.net ; Doug Rager
Cc: Rolland Estes
Sent: Thursday, October 18, 2007 10:41 AM
Subject: RE: Rager Tank Installation Notes
Tim,
I think your letter will cover the concern of the tanks being so close to the water course.
We probably need to advise that the beaver dams be managed so the the water course is
kept away from the tanks as much as possible. Also we should advise that the owner
should recheck the water tightness of the tanks next spring after the winter freeze.
Do you think there is a problem of the tanks floating? Should they be anchored?
Also, there is to be an effluent filter on the outlet of the first tank per your design. I don't
think Rolland had gotten that far when I was out there.
https://owa.aspenpitkin.com/exchange/nancym/lnbox/Re:%20Rager%2OTank%2OInstalla... 10/22/2007
S
RE: Rager Tank Installation Notes
Ll
4 Reply L4 Reply to all 4 Forward -!] t3 X
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* + Close 0 Help
Page 1 of 3
Attachments can contain viruses that may harm your computer. Attachments may not display
correctly.
From: tpetzl@comcast.net [tpetzl@comcast.net)
To: Nancy Mackenzie; Doug Rager
Cc: Rolland Estes
Subject: RE: Rager Tank Installation Notes
Attachments: ] RE: Rager Tank Installation Notes(2KB)
Team,
Sent: Thu 10/18/2007 1:11 PM
I am not concerned that the tanks will float, only that they stay water tight. As Doug mentioned, no
floating issues to date with existing components. TANKS typically float when they get pumped out
and get evacuated. Doug and I have spoked about replacing clean water in tanks when they are
pumped.
I will be checking the seals that Rollin installs over the next few weeks to ensure water tightness.
Dougs place is close to the main road, as it willbe easy to stop in.
Rollin and Doug have decided to do a BIOTUBE pump vault, which has the filter in the vault,
therefore a filter is present. (Actually I like the pump vault better than what was orginally designed.)
Rollin, I will be following up and checking the plumbing when you are done.
tim
Timothy R. Petz, P.G.
Onsite Wastewater Systems
970-618-5033 Glenwood Springs
303-908-7823 Golden
-------------- Original message ----------------------
From: "Nancy Mackenzie" <nancym@co.pitkin.co.us>
> Tim,
> I think your letter will cover the concern of the tanks being so close to the
> water course. We probably need to advise that the beaver dams be managed so the
> the water course is kept away from the tanks as much as possible. Also we
> should advise that the owner should recheck the water tightness of the tanks
> next spring after the winter freeze.
> Do you think there is a problem of the tanks floating? Should they be anchored?
> Also, there is to be an effluent filter on the outlet of the first tank per your
> design. I don't think Rolland had gotten that far when I was out there.
https://owa.aspenpitkin.comlexchange/nancym/lnbox/RE:%20Rager%20Tank%20Instafl... 10/18/2007
0
RE: Rager Tank Installation Notes
r,I
L
0
> Rolland did change the location of the tank from your design and so it is
> farther away from the water than the existing tank.
> Nancy MacKenzie
> Sr. Environmental Health Specialist
> Pitkin County Environmental Health & Natural Resources Department
> 0405 Castle Creek Rd, Suite 10
> Aspen, Colorado 81611
> 970-920-5076
> 970-920-5077 fax
> nancym@co.pitkin.co.us www.aspenpitkin.com
> -----Original Message-----
• From: tpetzl@comcast.net [mailto:tpetzl (a,comcast.net]
> Sent: Thu 10/18/2007 6:25 AM
> To: Doug Rager
> Cc: Nancy Mackenzie; Rolland Estes
> Subject: Rager Tank Installation Notes
> Team,
> Thanks for all the feedback.
> Rollin and I have discussed situation. We are clear on what should be done.
> Please see attached letter.
> Doug - Drain field is good. We want to make sure there are no issues with the
> septic tanks. ALSO Doug, I will be checking things out when Rollin is done AND
> dropping be weekly (if you dont mind (no charge of course)) to check on tanks.
> Is that OK?
> tim
> Timothy R. Petz, P.G.
> Onsite Wastewater Systems
> 970-618-5033 Glenwood Springs
> 303-908-7823 Golden
Page 2
https://owa.aspenpitkin.com/exchange/nancym/Inbox/RE:%20Rager%20Tank%20Install... 10/18/2007
0
Nancy Mackenzie
From: Doug Rager [Doug@DougRagerArchitect.com]
Sent: Monday, April 16, 2007 2:02 PM
To: Nancy Mackenzie
Subject: Fw: 1041 plan
Nancy,
Ezra has signed off on my 1041. I will get it recorded & to you A.S.AP. I did not get my
application back in the mail yet ... if it has not been sent, please complete your review.
If I get it in the mail today, I will reapply with you tomorrow. My drop dead day is
Friday.
Thank you,
Doug Ragerpoug Rager (970)-927-1780 Phone & Fax Doug@DougRagerArchitect.com
----- Original Message -----
From: "Ezra Louthis" <ezral@co.pitkin.co.us>
To: "Doug Rager" <Doug@DougRagerArchitect.com>
Sent: Monday, April 16, 2007 1:51 PM
Subject: RE: 1041 plan
Looks fine... we can go to mylar. US recording fee to get the mylar recorded. Don't
forget to sign it.
-----Original Message -----
From: Doug Rager [mailto:Doug@DougRagerArchitect.com]
Sent: Monday, April 16, 2007 11:30 AM
To: Ezra Louthis
Subject: Fw: 1041 plan
Ezra,
I finally have this back.... Is it OK?
Thank you,
Doug Ragerpoug Rager (970)-927-1780 Phone & Fax Doug@DougRagerArchitect.com
----- Original Message -----
From: "Samuel Phelps" <survco@earthlink.net>
To: "doug rager" <doug@dougragerarchitect.com>
Sent: Monday, April 16, 2007 11:22 AM
Subject: 1041 plan
> Doug;
> Let me know if this works.....
> Sam
> SurvCo, Inc.
> RTK GPS and Conventional Land Surveying
> Serving Western Colorado Since 1991
> Samuel Phelps, PLS 27613
> 826-1/2 Grand Avenue
> Post Office Box 2782
> Glenwood Springs, CO.
> 81602-2782
> Phone: (970) 945-5945
> Fax: (970) 945-5946
> Cell: (970) 379-7399
> survco@earthlink.net
> sam@survco-inc.com
1
• • Page 1 of 1
Nancy Mackenzie
From:
Ezra Louthis
Sent:
Thursday, April 05, 2007 10:32 AM
To:
Nancy Mackenzie
Subject: RE: Doug Rager 1780 Snowmass Ck Rd 2467-344-00-022
ah yes. he was doing something minor, and went the administrative route. yes, he needs to have everything in
an envelope.
From: Nancy Mackenzie
Sent: Thursday, April 05, 2007 10:24 AM
To: Ezra Louthis
Subject: RE: Doug Rager 1780 Snowmass Ck Rd 2467-344-00-022
It is called 'Rager 1041 Hazard Review Site Plan'. Doug Rager was the owner/applicant. It is signed by Lance,
but Doug said he had worked with you on this.
From: Ezra Louthis
Sent: Thursday, April 05, 2007 9:58 AM
To: Nancy Mackenzie
Subject: RE: Doug Rager 1780 Snowmass Ck Rd 2467-344-00-022
The septic definitely has to be in the envelope... what is the name on the approval? Is it his?
From: Nancy Mackenzie
Sent: Thursday, April 05, 2007 9:46 AM
To: Lance Clarke; Ezra Louthis
Subject: Doug Rager 1780 Snowmass Ck Rd 2467-344-00-022
For his remodel we are requiring that he install a new septic system since the existing one from the 1970s is in
the low area close to the creek and probably in ground water. There is only one area available up on higher
ground that would be suitable and he has submitted for a septic permit for that area. But on the 1041 Hazard
Review signed April 19, 2006 that area is not in the building envelope. He was given a very small envelope which
doesn't even include the suspected area of the old system. Doug supposedly didn't realize that Condition of
Approval 1 which states that "No development is permitted outside the designated building envelope(s) " included
a septic.
Could you review and let me know if the septic has to be within the building envelope? Or can I issue the permit
for the septic to be on the south end of the property just right of the driveway.
Nancy MacKenzie
970-920-5076
Pitkin County
Environmental Health & Natural Resources Department
Environmental Health Specialist
q 4/5/2007
P4
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63.n.00a spinys,co6160:
SfflYll F'' MIS- 03
Fu303.2,62796
October 29, 2007
Doug Rager
1780 Snowmass Creek Road
Snowmass, CO 81654
Installation Observations
1780 Snowmass Creek Road, Permit #07022
Pitkin County, Colorado
Doug,
0 RECEIVED
NOV 0 b 1007
PnnON COUNTY ENVIRONMENTAL
HEALTH 6 NATURAL RESOURCES
Project No. 1233
ALL SERVICE septic, LLC performed an installation observation on October 20 2007 for the
subject property.
The installation included the existing 1000 -gallon septic tank with the addition of an effluent filter
followed by a new 1000 -gallon, two-compartment concrete septic tank with a pump. New risers were
installed on the existing tank, and all seams and connections were sealed with `rubber -neck' and
grouted.
The drain field consisted of 3 gravelless chamber trenches, with 18 `Quick -4' chambers per trench,
for a total of 54 chambers, equaling 533 SF of infiltrative area. Effluent will be distributed with a
concrete distribution box with a baffle.
The pump was wired and working at the time of our observation.
The OWS was 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 OWS.
The observation was based on information submitted and our site visit. If conditions are different
from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional
OWS construction must be according to the county regulations. The installer should have
documented and demonstrated knowledge of the requirements and regulations of the county in which
they are working.
Sincerely,
ALL
SERVICE septic, LLC
Timtz
2 copies sent
Copy sent to Pitkin County Health Dept.
.EXISTING 1000 -GALLON
CONCRETE TANK WITH NEW
CONCRETE RISERS (WITH
RUBBER -NECK AND GROUT),
EFFLUENT FILTER, AND NEW
PVC TEES.
NEW 1000 -GALLON,
TWO-COMPARTMENT
CONCRETE SEPTIC
TANK WITH PUMP
7
•
SEWER
LINE
4 -BEDROOM
RESIDENCE
71
1 DRIVE
2" PUMP LINE WITH BLUE
BOARD(tm) INSULATION
I
THREE GRAVELLESS
CHAMBER TRENCHES. EACH
TRENCH HAS 183CHAMBERS.
O
P-4
OBSERVATION _
PIPES 1i
TEST
10'
r <.
PROPle Lu
1780 SNOWMASS CREEK ROAD
PITKIN COUNTY, COLORADO
RAGER RESIDENCE
CONCRETE
DISTRIBUTION BOX
WITH BAFFLE
SCALE
1" = 30'
NORTH
OWS AS -BUILT
DRAWING
ALL PRO. NO. 1
SERVICE SEPTIC, LLC
970.618.5033 FIGURE 1
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QMMWSLIIIIIIL �� wsiwz
October 18, 2007
Doug Rager Architect
Attn: Doug Rager
1780 Snowmass Creek Road
Snowmass, Colorado 81654
Onsite Wastewater System Upgrade Design, Septic Tank Installation
1780 Snowmass Creek Road
Pitkin County, Colorado
Mr. Rager,
1-1
Project No. 1233
ALL SERVICE septic, LLC evaluated site construction conditions and is providing the following
recommendations regarding septic tank installation.
Per Pitkin County Permit (#07022) both septic tanks must be completely water -tight.
The existing septic tank:
1. Verify integrity of existing septic tank. Confirm that tees are in place, connections are secure
and water -tight. Seal with grout if necessary.
2. Install new concrete risers on the existing tank to grade and place `rubber -neck' along all
seams.
3. Install a new connection from the old tank to the new tank and use `rubber -neck' and cement
grout to seal connection. Place grout and seal the existing inlet at the old tank to ensure water
tightness.
4. Confirm all seams are water -tight by inspecting tanks on a weekly basis for 1 month.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Timothy R. Petz
Ia
RE: Rager Tank Installation Notes
•
4 Reply 4 Reply to all 4 Forward ' N 4 X I & + Close 0 Help
From:
Nancy Mackenzie
To:
tpetzl@comcast.net; Doug Rager
Cc:
Rolland Estes
Subject:
RE: Rager Tank Installation Notes
Attachments:
Page 1 of 2
Sent: Thu 10/18/2007 10:41 AM
Tim,
I think your letter will cover the concern of the tanks being so close to the water course. We probably
need to advise that the beaver dams be managed so the the water course is kept away from the tanks
as much as possible. Also we should advise that the owner should recheck the water tightness of the
tanks next spring after the winter freeze.
Do you think there is a problem of the tanks floating? Should they be anchored?
Also, there is to be an effluent filter on the outlet of the first tank per your design. I don't think
Rolland had gotten that far when I was out there.
Rolland did change the location of the tank from your design and so it is farther away from the water
than the existing tank.
Nancy MacKenzie
Sr. Environmental Health Specialist
Pitkin County Environmental Health & Natural Resources Department
0405 Castle Creek Rd, Suite 10
Aspen, Colorado 81611
970-920-5076
970-920-5077 fax
nancym@co.pitkin.co.us www.aspenpitkin.com
-----Original Message -----
From: tpetzl@comcast.net [mailto:tpetzl@comcast.net]
Sent: Thu 10/18/2007 6:25 AM
To: Doug Rager
Cc: Nancy Mackenzie; Rolland Estes
Subject: Rager Tank Installation Notes
Team,
Thanks for all the feedback.
Rollin and I have discussed situation. We are clear on what should be done. Please see attached
https://owa.aspenpiddn.comlexchangelnancymISentlo20ItemsIRE:%20Rager%20Tank%... 10/18/2007
13
RE: Rager Tank Installation Notes
•
letter.
•
Page 2 of 2
Doug - Drain field is good. We want to make sure there are no issues with the septic tanks. ALSO
Doug, I will be checking things out when Rollin is done AND dropping be weekly (if you dont mind
(no charge of course)) to check on tanks. Is that OK?
Timothy R. Petz, P.G.
Onsite Wastewater Systems
970-618-5033 Glenwood Springs
303-908-7823 Golden
https://owa.aspenpitkin.comlexchangelnancymISent%20Items/RE:%20Rager%20Tank%... 10/18/2007
�y
ISDS DESIGN CALCULATIONS - for Pitkin
Owner's Name Parcel ID #
House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd)
Number of Bedrooms in Main House
Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House
Number of Bedrooms in Detached Caretaker unit
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 800
State Review Required? no
Perc Rate _(1)
Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75
Q= 1400
Minimum tank capacity 1750 gallons
Absorption Area (=Q/5 X SQRT perc rate)
A = 1,010 sq. ft. of absorption area required
65 gravelless chamber units without reduction
# of Perc Holes Required: 3
QUICK 4 9_8
A = 504.77718 sq.ft with 5o% reducticnTRENCHES
52 graveness chamber units with reduction
STANDARD
A = 504.77718 sq.ft with 50% reductionTRENCHESS
33 graveness chamber units with reduction
EO 36
32 EQ36 units in TRENCHES
OUICK4-E036 505
65
SETBACK FROM WELL
# of feet = 132
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 82
SETBACK FROM DRY GULCH
# of feet = 57
100
DICK 4 9.2
706.68805 sq ft 3o% reduction BED
77 chamber units with redw.
706.68805 sq ft 3o% reduction BED
46 chamber units with reduc.
57 EQ36 units in a BED
707
110
August 21, 2006
0 0
POga2614
a.nn- Wng4CO1602
Ph97"13.5033
rax iO3.2162796
Rager Architect
Attn: Doug Rager
1780 Snowmass Creek Road
Snowmass, Colorado 81654
Onsite Wastewater System Upgrade Design, Proposed Residence Addition
1780 Snowmass Creek Road
Pitkin County, Colorado
Mr. Rager,
Project No. 1233
ALL SERVICE septic, LLC has performed a subsurface investigation and prepared an onsite
wastewater system (OWS) upgrade design for the subject residence. The subsurface investigation was
performed on August 8, 2006. The property is located in Snowmass, Colorado, in an area where
OWS are necessary. This letter is to be used in conjunction with plans provided.
SITE CONDITIONS
A three-bedroom residence with an OWS exists at the site as indicated on plans provided. The
residence is to be remodeled to a total of four bedrooms. A 1000 -gallon septic tank exists at the site.
The tank has been reported to be in good condition and is to be incorporated into the OWS upgrade.
A drain field of unknown size exists at the site. The existing field must be abandoned due to an
increase in drain field size, the presence of high ground water, and a ditch less then 50 feet from the
existing field. The slope at the proposed drain field area is approximately 5% to 8% to the northwest.
Vegetation consists of a full cover of native grasses. Water is provided to the site by an onsite
spring located in the existing residence.
SUBSURFACE
The subsurface was investigated by excavating an 8 -foot test pit near the proposed drain field location as
shown on attached plans. Four percolation holes were dug. Subsurface conditions consisted of silty,
sand topsoil to 4 inches, underlain by alluvial cobbles and small boulders in a silty, sand matrix to the
maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates
ranged from 10 to 20 minutes per inch (MPI) with an average rate of 13 MPI.
DESIGN SPECIFICATIONS
The OWS design is based on 4 bedrooms, an average sewage load of 800 GPD, and a percolation rate
of 13 MPI. The installation must include the existing 1000 -gallon septic tank with an effluent filter
added to the outlet followed by a 1000 -gallon, two-compartment, concrete septic tank with an
l(D
• • Upgrade OWS Design
Project No. 1233, 821106
Page 2
effluent pump in the second compartment. Tank alternatives may be considered. Three gravelless
chamber -trenches must be installed as indicated on plans provided. A pump with a total flow rate of
20 GPM and a total dynamic head of 27.9 feet is required. Pump specification have been included.
Three rows of 18 `Quick 4' chambers._for a total of 54 chambgrs and 529.2 fl of infiltrative area are
required. A concrete distribution box with a baffle should "-he usd to distribute effluent. Construction
must be according to the county ISDS regulations, the septic permit provided by Pitkin County
Environmental Health Department, and this design.
Based on geologic conditions and evaluation of risk of contamination of surface water and ground
water, it is not necessary to add 8 feet additional distance for each 100 gallons of wasiewaterper day of
design flow over 1,000 gammons per day as specified in the table to prevent contamination. The 50 -foot
separation between the proposed absorption area and surface water and the 100 -foot separation
between the proposed absorption area and the spring is appropriate to prevent contamination.
OPERATION INFORMATION AND MAINTENANCE
The surface of the drain field should be seeded upon completion. Vegetation is an important factor in
drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock
should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional
water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge
hundreds of gallons of water a day and hang a drain field.
The homeowner should pump the septic tank every two years and clean the effluent filter as needed.
Garbage disposal use should be minimized, and non -biodegradable materials should not be placed
into the OWS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWS. No hazardous wastes should be directed into the OWS.
Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic
waste only. If easements have been encroached upon, it is the homeowner's responsibility to
understand potential issues. We can be contacted for information regarding easements.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain
field due to the potential to compact soil. Extensions should be placed on all septic tank components
to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be
used, unless plastic or fiberglass is required. Septic tank risers should extend to grade. Access to all
tank compartments and distribution devices is optimal.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS
observation should be performed before backfill, after placement of chambers and distribution pipes.
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.
LIMITS:
13
0
0
Upgrade OWS Design
Project No. 1233, 8/21/06
Page 3
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 OWS construction
must be according to the county regulations. Requirements not specified in this report must follow
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,
AL/th E septic, LLC
Timtz
3 copies
/B
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L
0 0
PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1233
PROFILE PIT Date of Test: 04/20/05
0 - 0.25' Topsoil, sand, silty, moist, brown, roots
0.5'- 8' Alluvial cobbles and small boulders (up to 18" dia.) in a silty, sand
matrix, moist, dense, brown/gray
No Groundwater or Bedrock was Encountered
Hole
No.
Hole
Depth (in.)
Interval
(min.)
Measurement at
Start of Interval
(in.)
Measurement at
End of Interval
(in.)
Change (in.)
Percolation Rate
(min./in.) MPI
1
30
10
3.88
DRY
N/A
N/A
5
3.38
4.50
1.13
4
5
3.50
4.00
0.50
10
10
3.75
5.13
1.38
7
5
3.50
4.00
0.50
10
5
3.25
4.00
0.75
7
5
3.13
3.75
0.63
8
5
3.13
3.88
0.75
7
2
32
10
2.50
DRY
N/A
N/A
5
2.25
3.00
0.75
7
5
2.00
2.75
0.75
7
10
2.75
DRY
N/A
N/A
5
1.75
2.75
1.00
5
5
2.00
2.63
0.63
8
5
2.00
2.5
0.50
10
5
2.50
3.00
0.50
10
3
29
10
3.50
DRY
N/A
N/A
5
3.25
3.88
0.63
8
5
3.00
3.25
0.25
20
10
3.25
3.75
0.50
20
5
2.50
3.63
1.13
4
5
2.63
3.25
0.63
8
5
2.50
2.88
0.38
13
5
2.88
3.25
0.38
13
4
29
10
3.50
DRY
N/A
N/A
5
2.88
3.75
0.88
6
5
2.25
3.38
1.13
4
10
3.38
DRY
N/A
N/A
5
2.13
3.38
1.25
4
5
2.00
3.00
1.00
5
5
2.13
2.625
0.50
10
5
2.63
3.38
0.75
7
AVG =
13 MPI
Pump Selection for a Non -Pressurized System
rnrdnroLeIa
Design Flow Rate
20 gpm
Distributing Valve Model
None
Lift to Discharge
25.0 feet
Transport Length
120.0 feet
Transport Line Size
2.00 inches
Transport Pipe Class/Schedule
40
Discharge Assembly Size
1.26 inches
Flow Meter
None inches
'Add-on' Friction Losses
0.0 feet
Calculations
Head Loss Through Distributing Valve
0.0 feet
Head Loss in Transport Pipe
0.9 feet
Head Loss Through Discharge
2.0 feet
Head Loss Through Flow Meter
0.0 feet
'Add-on' Friction Losses
0.0 feet
Total Flow Rate
20.0 gpm
TDH
27.9 feet
U
Rager Residence
Pro No. 1233
0 10 20 30 40
Net Discharge, gpm
Orenco Systema
Incorporated
814AIRWAYAVENUE
SUTHERLIN, OREGON
97479 •
TOLLFREE
(8081348-9843
TELEPHONE
(541)4594449
FACSIMILE:
(5411459-7884
www.orenco.com •
Effluent Pur ps
P30 Serbs
1/2 h to 1-1/2 h
270
P301S
240
—
210
P3010
ISO
150
P3007
120
go
60
30
n
0 10 20 30 40
Net Discharge, gpm
Orenco Systema
Incorporated
814AIRWAYAVENUE
SUTHERLIN, OREGON
97479 •
TOLLFREE
(8081348-9843
TELEPHONE
(541)4594449
FACSIMILE:
(5411459-7884
www.orenco.com •
MoY09/07/2006 14:19
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STANDARD BACTERIOLOGICAL WATER TEST
SNOWMASS WATER & SANITATION DISTRICT
P.O. sox 6700 - SNOWMASS VILLAGE, CO 61616
PNS ION SomDlo Lmato
$AM+PLE T KEN. �JI�j�
DATE.(.TTIMEL ;TAMC OF SUPPLY.JA/ ./�—
WU:ATV� !1[SAAPLER__ CHLORINE_ RFSIOUAL__MGA.
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(J OTHER PUBLIC ( ) RAW ( ) GROUND ( ) SURFACE
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'NOTE' Ir AC. INFORMATION IS NOT SUPPLIED. rHF SNAPI E WILL OE DISCARDETI.
3C, RtlERSEAR TIME L1.ITAMONS, SANFLING WSTRUC11,10 NN DffIMT10Y0.
R134ARKS:'
PHONE.
RETURN TO
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CITY-S1ATE
STANUARO BACTERIOLOGICAL. WATER TEST
SNOWMASS WATER L SANITATION DISTRICT Y
P.O. RO%6700- SNOWAIASS VILLAGE, CO 61616
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Reception No.
o ehKA M.
QUIT CLAINI DEED
Recorder.
THIS DEED, Made this 25th day of June . I9 93.
between Ron C. LaGro and Anne Maloney LaGro
of the 'County of Pitkin and Slate of
Colorado, grantor(s). and Douglas L. Rager and Teresa L. hall,
as Joint Tenants
whose legal address is P. 0. Box 481, Aspen, CO 81612
of the County of . Pitkin and State of Colorado, grantee(s),
WITNESSETH, That the grart for and in consideration of the sum of Ten Dollars
------------------- DOLLARS
the receipt and sufficiency of which is hereby acknowledged. ha \2e remised, released, sold and QUIT CLAIMED, and by
these presents do remise, release, sell and QUIT CLAIM unto the grantee(s), their heirs, successors and assigns,
forever, all the right• title, interest, claim and demand which the grantor(s) ha in and to the real property, together with
improvements, if any, situate, lying and being in the County of Pitkin - and State of
Colorado, described as follows:
all water and water rights, structures and structure rights used upon,
in conjunction with or benefitting the property described in Exhibit
"A" attached hereto and incorporated herein by reference.
also known by street and number as:
TO HAVE AND TO HOLD the same. together with all and singular tnc appurtdnances and p: n'ilcgcs thcsum:. bclanging x is
anywise thereunto appertaining. and all the estate, richt, utic. interest and Claim whatsoevc_ of the grantor(sl. either in law- or cquila, to
the only proper use. benefit and behoof of the grantee(s). their heirs and assiens forever.
IN WITNESS \VH OF. The eramortsI ha ve executed this decd on the date set forth above.
Ron C. aG o =vine malonev LaGro
STATE OF COLORADO
ca.
County of Pitkin `�
The foregoing instrument was acknowledeed before me this r�"7Ildarof
by Ron C. LaGro
i insert "City and "
7d,and official seal
r
Nawry Pu61
June .19 93,
cn .
' Name and Addreu Df Peron CtoaaS NewIS�Ctuted itpal DumDtion (¢ 78-75-106.5, GR.S.1 —
No.933. Rev.4-91. QUITCLAINI DEED '
Bradford Pubhurilg. 1747 Wuce St.. Dcawr. CO 5020] —17071'9: =500 — }9]
'( rns
,IIS.
'If i D ve
I
EXHIBIT "A"
A parcel of land situated in Tract 82, Section 34, Township 8
South, Range 86 West of the 6th P.M., described as follows:
Beginning at a point on the East right of way line of the county
road, being 14. 29 degrees 40 minutes E. 359.98 feet from the S
1/4 corner, Section 34, Township 8 South, Range 86 West of the
6th P.M. (a 1926 brass cap in place); thence S. 10 degrees 28
minutes W. 49.26 feet along the East right of way line of the
county road; thence S. 43 degrees 13 minutes E. 179.79 feet
along the East right of way line of the county road; thence N.
72 degrees 22 minutes E. 114.48 feet along the North right of
way line of the county road; thence S. 70 degrees 01 minutes E.
N12 feet along the North right of way line of the county
d; thence N. 11 degrees 19 minutes E. 128.10 feet to the
point in the centerline of a ditch;, thence N. 43 degrees 00
minutes W. 80.12 feet along the centerline of said ditch;
thence N. 05 degrees 55 minutes W. 49.26 feet along the
centerline of said ditch; thence N. 16,degrees'44 minutes W.
103.06 feet along the centerline of said ditch; thence N. 49
degrees 16 minutes W. 30.09 feet along the centerline of said
ditch; thence N. 22 degrees 47 minutes W: 126.51 feet to the
centerline of Capitol Creek; thence S. 36'degrees 29 minutes W.
232.29 feet along the centerline of Capitol Creek; thence S. 59
degrees 31 minutes W. 143.89 feet to the point of beginning.
./— nty of Pitkin, State of Colorado
M1
Parcel Detail . Page 1 of 4
Pitkin County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search
Clerk & Recorder Reception Search
Basic Building Characteristics I Tax Information
Parcel Detail I Value Detail I Sales Detail I ResidentiaUCommercial Improvement Detail
Land Detail j Photographs
Tax AreaI Account Number
Parcel Number Mill Levy
014 j R006494
246734400022 61.252
Owner Name and Address
RAGER DOUGLAS L
1780 SNOWMASS CREEK RD
SNOWMASS, CO 81654
Legal Description
SECT,TWN,RNG:34-8-86 TRACT:82 DESC:
PARCEL OF LAND IN TR 82 SEC 34-8-86
DESC BY MB
Location
Physical Address:
1780 SNOWMASS CREEK RD SNOWMASS
Subdivision:
Land Acres
2.63
Land Sq Ft:
10
Se
I Township Range
3T=j
8 =1 86
Property Tax Valuation Information
II II Actual Value II Assessed Value II
http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R006494
6/22/2006
3v
Parcel Detail • • Page 2 of 4
Land: 1 500,0001 39,800
Im rovements: 490,000 39,000
Total: 990,0001F 78,800
Sale Date: 6/25/1993
Sale Price: 270,000
Basic Building Characteristics
Number of Residential
I
Buildings:
GARAGE DETACHED
UNFINISH:
Number of Comm/Ind
0
Buildings:
2ND FLOOR:
http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R006494
6/22/2006
Residential Building Occurrence 1 Characteristics
GARAGE DETACHED
UNFINISH:
540
FIRST FLOOR:
1,742
2ND FLOOR:
902
WOOD BALCONY:
210
ROOF DECK:
200
Total Heated Area:
2,644
Property Class:
SINGLE FAM RES-
IMPROVEMEN
Actual Year Built:
1976
Effective Year Built:
1994
Last Remodel
0
Bedrooms: 13F
Baths:
F3 -
Quali of Construction:
Quality
GOOD T 12
Exterior Wall:
WD SID AVE
Interior Wall:
DRYWALL
Floor: JFCARPET
Floor:
CERAMIC TL
Floor:
WOOD
Heat Type: IFRADWATER
Heating Fuel:
GAS
Roof Cover:
CEDAR SHAK
http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=R006494
6/22/2006
COLORADO DEPARTMENT OF*'LTH
Water Pollution Control Division
4210 East 11th Avenue
Denver, Colorado 80220
37--6
APPLICATION/ FOR APPROVAL OF LOCATION FOR SEPTIC TANK SYSTEMS
Applicant (Owner) L�15 ` /�Tl�l/Lfi ,J
Mail Address: /�°y s/� Z City: his Phone:
A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW:
Attach separate sheets or report showing entire area with respect to surrounding
areas, topography of area, habitable buildings, location of potable water wells,
soil percolation test holes, 5011 profiles in test holes.
1. Location of Facility: County ! /r-""i.c/ City or Town
Legal Description
Lot Size: & Z— S�'ACE'EA.S
2. Type of area and facility - Number of persons served:
Subdivision Motel
Other:
Restaurant Trailer Court
3. Source of domestic water: Public (name):
Private: Well I/ Depth // Other _ Depth to first ground water table
4. Is facility within boundaries of City or Sanitation District:
If so name:
5. Distance to nearest sewer system: ill ZJ'ls F,`
Have negotiations been attempted with owner to connect:
If rejected, give reason:
6. Rate of absorption in test holes in minutes per inch of drop in water level after
holes have been soaked for 24 hours:
7. Name, address and telephone of person who made soil absorption tests:
8. Name, address and telephone of person responsible for design of the system:
�ASiE �A�///Lfl
9. Est. bid opening date: Est. Completion Date: Est. Project Cost: �S
Date:
Signature of Owner
31
'.. B.
•S'I.GNATURES FOR LOCAL GOVERNMENT OFFICIALS: The undersigned have reviewed the
proposal for the location of the above-described septic tank system and
RECOMMEND APPROVAL or DISAPPROVAL in the space provided below:
DATE APPROVAL DISAPPROVAL
/—% /--7
Signature for Local Health Department
/--7 /--7
Signature for Mayor or City Manager
/ /
Signature for County Commissioners
Comments:
Signature and Title
Note: The applicant must obtain the comments and signature of at least one of the above.
C. FOLLOWING FOR STATE HEALTH DEPARTMENT USE: Recommendations of the District Engineer
D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION:
20 WP -10 (Rev. 5-70-100)
Section
FILE REFERENCE:
INDIVIDUAL OR
ESTABLISHMENT:
NARRATIVE:
COLORADO DEPARTMENT OF HEALTH
DIVISION OF ENGINEERING AND SANITATION
A C T I V I T Y R E P O R T
IR
07,4-/,0
d,4-io o;: --ago o
Code �07
County
LETTER TO FOLLOW: ( ) OTHER RECOMMENDATIONS:
DATE: ,,0— L , 19_;V,. REPRESENTATIVE:
I33 ES: 7 (Rev. 6-70-100)
I
LEGEND riOT ES
0 Fuuho G c o. BRAS GAP OkKA r,D Ni uowN
O SE.P "S A.n CT, RE K(aPj CAP
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C�,F ARINGS '3A3E .) ON Ji19"2l c. 3F -CW tiC,'S 114 g"4 F APS Tg82. P,RASS CAt7",} (-p- tN PCACF
v.4t s P7wu POLES
konr -,y GLACE wu c{ c-oQ
OApS, LACE qC uxnveC ACCESSI$.E R\G NT-O�-WL\Y
FNr B',CU-t Jac WA., lv',oNQNA1 _14T
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A. pai;:ei of land situated in Tract n '.ec 34 i's3S RK QW, King mTr!+
fully des K ved as follows;
a point on tc Orth ri 7ho of w ly ; i ne of a : cunty road
hying N79"444 585.73 ft• from the .r'." !,r. Ac 34 TOO Ir86'sV AM 1 a 424
brass cap in lac
Thenon .91 08,10 ft. to a point in the certerlinA cf a aitch;
4 C r 1 58,60 ft. along the cenLeriine of sa,c ditch.: -
e- Njoc, 551` h9.0 ft. ^ n n n e n
•. •�
N2204711 12u.i Ft. to tho cv%tdriine of Capitol creeV' '
.°7 492fo
" 8? i + n2z-V e. tc; the east right of way line of coun%y resd
" C' 271 W P& ,'tn'. u%g tt.e east right cf way line;
n -r
1.1141V 00.9'
SLuin?1.V 22%.0
"
%7722'i .4 48 K. nortn "
' _- the
P-dn.t of '..�. nn:np, containing 5.;i 5 Acres more or less.
F36ARk"'Z's oRi1WxWv ALcovG E?NE 4-5 -7zsz C589 2i E.)
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A. pai;:ei of land situated in Tract n '.ec 34 i's3S RK QW, King mTr!+
fully des K ved as follows;
a point on tc Orth ri 7ho of w ly ; i ne of a : cunty road
hying N79"444 585.73 ft• from the .r'." !,r. Ac 34 TOO Ir86'sV AM 1 a 424
brass cap in lac
Thenon .91 08,10 ft. to a point in the certerlinA cf a aitch;
4 C r 1 58,60 ft. along the cenLeriine of sa,c ditch.: -
e- Njoc, 551` h9.0 ft. ^ n n n e n
•. •�
N2204711 12u.i Ft. to tho cv%tdriine of Capitol creeV' '
.°7 492fo
" 8? i + n2z-V e. tc; the east right of way line of coun%y resd
" C' 271 W P& ,'tn'. u%g tt.e east right cf way line;
n -r
1.1141V 00.9'
SLuin?1.V 22%.0
"
%7722'i .4 48 K. nortn "
' _- the
P-dn.t of '..�. nn:np, containing 5.;i 5 Acres more or less.
F36ARk"'Z's oRi1WxWv ALcovG E?NE 4-5 -7zsz C589 2i E.)
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NOTES:
I. 50 FOOT SETBACK FROM NEW SEPTIC TANK TO
DITCHES, PONDS, SPRINGS, AND WELLS. TANK MUST
BE WATERPROOFED IF INSTALLED WITHIN 50 FEET.
2. 50 FOOT SETBACK FROM PUMP LINE TO DITCHES,
PONDS, SPRINGS, AND WELLS. PUMP LINE MUST BE
ENCASED IN SCH 40 PVC OR EQUIVALENT IF
INSTALLED WITHIN 50 FEET.
3. 50 FOOT SETBACK FROM DRAIN FIELD TO DITCHES
AND PONDS.
4. 100 FOOT SETBACK FROM DRAIN FIELD TO SPRINGS
AND WELLS.
n
/ APPROXIMATE LOCATION OF EXISTING
DRAIN FIELD (TO BE ABANDONED)--\
ADD 1000 -GALLON, TWO-COMPARTMENT,
CONCRETE SEPTIC TANK WITH AN EFFLUENT
PUMP IN THE SECOND COMPARTMENT
EXISTING S-TUDIO. NO PLUMBING.
PROPOSED CAR PORT
4" PVC HEADERS
529.2 SF OF INFILTRATIVE AREA IN THREE
GRAVELLESS CHAMBER -TRENCHES. EACH TRENCH MUST
HAVE ONE ROW OF 18 INFILTRATOR(R) QUICK4(TM)
CHAMBERS FOR A TOTAL OF 54 CHAMBERS.
OBSERVATION/VENT PIPES (TYP.)
QUICK4(TM) END CAPS
SCALE
I" - 201
NORTH
DITCH
DXIMATE LOCATION OF
ING 1000 -GALLON SEPTIC
ADD AN EFFLUENT
R TO THE OUTLET.
STING SEWER LINE. ADD
=ANOUT IF NOT PRESENT.
DISTRIBUTION
BAFFLE
Septic Tank Configuration
Existing 1000 -Gallon, Two -Compartment, Concrete Septic Tank with Added Effluent Filter
followed by New 1000 -Gallon, Two -Compartment, Concrete Septic Tank with an Effluent Pump
...,�.9Nr
91 rr aMM
mr x.r
�19Ne sNri rN/N>
W rr
TYPICAL PLAN VIEW - N.T.S.
� � X I��- r Ir+r I o f lT i rani Mr kJ re, I- I i n A r r I r
HEADERS
6' MIN.I
SCARIFY SURFACE
EXTENT OF EXCAVATION
CALCULATIONS:
FOUR—BEDROOM SINGLE FAMILY RESIDENCE <6000SF
GALLONS PER BEDROOM = 200
AVERAGE SEWAGE LOADING = Q = 800 GPD
PEAK SEWAGE LOADING = Q = 1400�GALLONS
PERCOLATION RATE = T = 13 MPI ✓/ /
AREA =QXSARTT/5= 1010SF o�
50% REDUCTION FOR CHAMBER—TRENCHES = 505 SF
TRENCH SPECIFICATIONS:
WIDTH OF TRENCHES = 3 FEET, I CHAMBER
LENGTH OF TRENCHES = 72 FEET, 18 CHAMBERS
NUMBER OF TRENCHES = 3 y
TOTAL NUMBER OF CHAMBERS = 54�,�'
TOTAL AREA PROPOSED = 529.2 SF
00
Orrenm Systems®
mow.a
914 MMY AVENUE
SU1HEIw1N, OEE90N
97479-9014
7ELUP WE:
(541) 459-4449
FAMMM
(541) 459-4994
x Swb 9w
Nr E<m ap
-Mr v A 1*
"Intl. Nor
ON"0rNr9
—i«A Arpr (r r Natla)
— A- wow, N
�RAINgG R \_
2' rv'N.
INFILTRATOR(R)
QUICK4(TM) CHAMBERS,
3' x 4'
TANK SPECIFICATIONS
CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) _
1750 GALLONS u_
REQUIRED TANKS = EXISTING 1000 -GALLON, TWO
COMPARTMENT, CONCRETE SEPTIC TANK WITH AN
EFFLUENT FILTER ADDED TO THE OUTLET FOLLOWED BY
NEW 1000 -GALLON, TWO-COMPARTMENT, CONCRETE
SEPTIC TANK WITH AN EFFLUENT PUMP IN THE SECOND
COMPARTMENT.
ALTERNATIVE TANK OPTIONS WILL BE CONSIDERED
V'-1
SECTION VIEW
SIDE VIEW
INFILTRATOR(R)
QUICK4(TM) CUT SHEET
CHAMBER—TRENCHES MAY BE ANGLED AND/OR RE—ARRANGED TO FIT
TOPOGRAPHY AND REDUCE DISTURBANCE OF NATIVE VEGETATION.
THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5% TO 8%
TO THE NORTHWEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE
GRASSES.
LIMITATIONS — THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER
AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION
SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM
CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE
NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY
REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE
OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY
ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C. MUST VIEW
INSTALLATION
ALL SERVICE septic, LLC 1780 SNOWMASS CREEK ROAD PROJECT No. 1255
PO BOX PITKIN COUNTY, COLORADO
GLENWOONSITE WASTEWATER SYSTEM DESIGN
GLENWOODSPRINGS, CO 8160
970-618-5033 R A G E R RESIDENCE 08-21-06