HomeMy WebLinkAbout5539 Bellyache Ridge Rd - 194134401003Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-023308-2022
Permit Type: OWTS Permit
Work Classification: New
Permit Status: Active
Issue Date: 2/17/2022 Expires: 6/17/2022
On-Site Wastewater
Treatement System
Project Address Parcel Number
5539 BELLYACHE RIDGE RD, WOLCOTT AREA,194134401003
Owner Information Address
David Schneider Phone:
Cell: (612) 708-6351
Email: daveschmd@aol.com
Inspections:
For Inspections Call: (970)
328-8755
Engineer Phone Email
Kumar & Associates, Shane Mellow (970) 945-7988 smello@kumarusa.com
Contractor License Number Phone Email
Daly Excavation bamford_joe@yahoo.com(970) 987-7284OWTSPL-000171-20
22
Permitted Construction / Details:
Install the new system exactly as depicted in the Kumar and Associates design December 1st, 2021, stamped and
signed on December 3rd, 2021 by David A Young, PE. The new system will be sized to accommodate the maximum
daily flows for a 3 bedroom residence.
This OWTS consists of one sewer line from the residence. A 1,000 gallon, three-compartment septic tank with a total
volume of 1,500 gallons will be used with an Orenco PF3005 submersible effluent pump, or equivalent, enclosed in
an Orenco Biotube Pump Vault in the third compartment. The pump floats will be set to pump 93 gallons per dose.
The soil treatment area will consist of a sand bed with 2 rows of 17 Infiltrator Quick4 Plus Standard chamber. The
STA should be sloped at 3 horizontal to 1 vertical or flatter and will consist of a 12 inch thick sand bed that is 68'
long by 6' with a basal area of 68' long by 23.5' wide. Schedule 40 PVC shall be used and encased under driveway
surfaces and when crossing the water line. Gradation analysis must confirm that sand is secondary sand media. Do
not install in wet or frozen ground.
Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior
to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections
necessary to certify the installation and assure the functionality of the system. System certification, along with
photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health
prior to the use of the system.
THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS
OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
Issued by: Environmental Health Department, Eagle County, CO
Danielle Salinsky
Date
February 17, 2022
CONDITIONS
1.
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS
SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT
4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS,
ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED
Thursday, February 17, 2022 1
Inspection Result
Eagle County, Colorado
P.O. Box 179 500 Broadway Eagle, CO
Phone: (970) 328-8730 Fax: (970) 328-7185
IVR Phone: 1-866-701-3307
Inspection Number: INSP-527534-2023 Permit Number: OWTS-023308-2022
Inspection Date: 11/28/2023
Inspector:
Permit Type: OWTS Permit
Inspection Type: OWTS Final Inspection
Work Classification: NewOwner:David Schneider
Job Address:5539 BELLYACHE RIDGE RD IVR Pin Number:195124
WOLCOTT AREA, CO Project:<NONE>
Parcel Number:194134401003
Contractor:Phone: (970) 963-3987 / Cell: (970) 987-7284Daly Excavation
Inspection Status: Approved
Inspection Notes
Inspector Comments
Added Item: Septic Tank
A 1,000 gallon, three-compartment septic tank with a total volume of 1,500 gallons with an Orenco
PF3005 submersible effluent pump, or equivalent, enclosed in an Orenco Biotube Pump Vault in the
third compartment was installed.
Added Item: Record Drawing
Received 11/28/2023 from K&A.
Added Item: Record Photos
Received 11/28/2023 from K&A.
Added Item: Site and Soil
Received 2/11/2022 from K&A.
Added Item: Final Certification Letter
Received 11/28/2023 from K&A.
Added Item: General Plan
Received 2/11/2022 from K&A.
Added Item: Soil Treatment Area (STA)
The soil treatment area consisted of a sand bed with 2 rows of 17 Infiltrator Quick4 Plus Standard
chamber. The STA should isat 3 horizontal to 1 vertical or flatter and consists of a 12 inch thick sand
bed that is 68' long by 6' with a basal area of 68' long by 23.5' wide. Gradation analysis received
11/28/2023.
Tuesday, November 28, 2023
For more information visit: http://www.eaglecounty.us
Page 1 of 2
Added Item: Identification of Systems Contractor
Bronn Excavating was the licensed installer.
Tuesday, November 28, 2023
For more information visit: http://www.eaglecounty.us
Page 2 of 2
5020 County Road 154
Glenwood Springs, CO 81601
phone: (970) 945-7988
fax: (970) 945-8454
email: kaglenwood@kumarusa.com
www.kumarusa.com
Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado
November 16, 2023
David Schneider
548 South Frontage Road West, Unit 107
Vail, Colorado 81657
daveschmd@aol.com
Project No. 21-7-289.02
Permit No. OWTS-023308-2022
Subject: Certification of Onsite Wastewater Treatment System, Proposed Schneider
Residence, Lot 60, Filing 2, Bellyache Ridge, 5539 Bellyache Ridge Road,
Eagle County, Colorado
Dear David:
A representative of Kumar & Associates observed the installation of the Onsite Wastewater
Treatment System (OWTS) for the residence at the subject site as required by the Eagle County
Environmental Health Department. Our observations and recommendations are presented in
this report. The services are supplemental to Kumar & Associates agreement for professional
services to you dated March 19, 2021.
We previously designed the OWTS for the residence as submitted in our report dated
December 1, 2021, Project No. 21-7-289.02. The system was designed for three bedrooms.
The OWTS was installed by Bronn Excavating under Permit No. OWTS-023308-2022.
We performed our as-built evaluations on August 5 and September 13, 2022, and August 3,
2023. The OWTS components observed included: sewer line, cleanout, septic tank, effluent line,
pump, control panel and soil treatment area (STA) and the locations of these components. The
installation and locations of the system components were verified as shown on Figure 1. Pictures
of the OWTS components made during the site visits are included with this report. The distance
locations to the septic tank shown on Figure 1 were made by taping.
On September 13, 2022, a sample of the secondary sand media was obtained and the results of
gradation analysis test are attached. On August 3, 2023, after power had been supplied to the
pump, a pump performance test was performed with adequate pump pressure observed.
It is our opinion that the OWTS was installed in general conformance with the above referenced
design.
The observations and recommendations presented above are based on our site observations and
our experience in the area. We make no warranty either express or implied. Alterations to the
system or improper backfill and site grading could affect the operation and effectiveness of the
OWTS.
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3 BEDROOM RESIDENCE
LOT 60
5539 BELLYACHE RIDGE ROAD
1.501 Ac.±WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
3
0
'
54.5'
Kumar & Associates
GRADATION ANALYSIS TEST
LABORATORY TEST REPORT DATA
Laboratory
Client:
Location / Plant:
Sample / Product:
Sample Date:
Lab Test Date:
Job Number:
SIEVE SIEVE OPENING IN
MILLIMETERS
PERCENT
PASSING THRU
SIEVE
3"75 100.0
1.5 37.5 100.0
3/4"19 100.0
3/8"9.5 100.0
No. 4 4.75 100.0
No. 8 2.36 86.0
No. 16 1.18 70.0
No. 30 0.6 46.0
No. 50 0.3 19.0
No. 100 0.15 6.0
No. 200 0.075 2.5
GRADATION RESULTS COMPARED TO PREFERRED AND SECONDARY SAND FILTER SPECIFICATIONS
Value Units
Preferred
Sand Value
Pass / Fail
Preferred
Sand
Secondary
Sand Value
Pass / Fail
Secondary
Sand
0.94 millimeters
0.196 millimeters 0.25 to 0.60 FAIL 0.15 to 0.60 PASS
4.78 unitless ratio < or = 4.0 FAIL < or = 7.0 PASS
2.5 millimeters < or = 3 PASS < or = 3 PASS
Uniformity Coefficient (D60 / D10)
Percent passing thru #200 Sieve
09/13/2022
21-7-289.02
Parameter
D60 - Diameter that 60 percent of the sample is
finer than.
Effective Size - D10 - Diameter that 10 percent
of the sample is finer than.
Kumar GWS
David Schneider
United
Sand Filter
09/13/2022
0
10
20
30
40
50
60
70
80
90
100
0.01 0.1 1 10 100Percent Passing SieveDiameter of Particle in Millimeters
Plot of Gradation Analysis
3"1.5"3/4"3/8"#4#8#30#50#100#200 #16
OWTS PHOTOGRAPH LOG
SCHNEIDER RESIDENCE
LOT 60, FILING 2, BELLYACHE RIDGE
5539 BELLYACHE RIDGE ROAD
EAGLE COUNTY, COLORADO
Project No. 21-7-289.02
Photograph 1: Sewer line
exiting residence and cleanouts.
Photograph 2: Inlet tee installed
in Valley Precast 1,000-gallon,
3-chamber septic tank.
OWTS PHOTOGRAPH LOG
SCHNEIDER RESIDENCE
LOT 60, FILING 2, BELLYACHE RIDGE
5539 BELLYACHE RIDGE ROAD
EAGLE COUNTY, COLORADO
Project No. 21-7-289.02
Photograph 3: Pump installed
in the third chamber of the septic
tank.
Photograph 4: 1.5” Schedule 40
effluent transport line to soil
treatment area (STA). Fabric
was removed.
OWTS PHOTOGRAPH LOG
SCHNEIDER RESIDENCE
LOT 60, FILING 2, BELLYACHE RIDGE
5539 BELLYACHE RIDGE ROAD
EAGLE COUNTY, COLORADO
Project No. 21-7-289.02
Photograph 5: Soil treatment
area (STA): Infiltrator Quick4
Plus chambers distribution cell
over sand filter. Fabric was
removed.
Photograph 6: Cleanouts and
observations ports installed at
end of STA. Fabric was
removed.
OWTS PHOTOGRAPH LOG
SCHNEIDER RESIDENCE
LOT 60, FILING 2, BELLYACHE RIDGE
5539 BELLYACHE RIDGE ROAD
EAGLE COUNTY, COLORADO
Project No. 21-7-289.02
Photograph 7: Control panel.
5020 County Road 154
Glenwood Springs, CO 81601
phone: (970) 945-7988
fax: (970) 945-8454
email: kaglenwood@kumarusa.com
www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado
ONSITE WASTEWATER TREATMENT SYSTEM DESIGN
PROPOSED RESIDENCE
LOT 60, FILING 2, BELLYACHE RIDGE
5539 BELLYACHE RIDGE ROAD
EAGLE COUNTY, COLORADO
PROJECT NO. 21-7-289.02
NOVEMBER 10, 2021
REVISED DECEMBER 1, 2021
PREPARED FOR:
DAVID SCHNEIDER
548 SOUTH FRONTAGE ROAD WEST, UNIT 107
VAIL, COLORADO 81657
(daveschmd@aol.com)
Kumar & Associates, Inc. Project No. 21-7-289.02
TABLE OF CONTENTS
INTRODUCTION ...................................................................................................................... - 1 -
PROPOSED CONSTRUCTION ................................................................................................ - 1 -
SITE CONDITIONS ................................................................................................................... - 1 -
SUBSURFACE CONDITIONS ................................................................................................. - 2 -
OWTS ANALYSIS .................................................................................................................... - 3 -
DESIGN RECOMMENDATIONS ............................................................................................ - 3 -
SOIL TREATMENT AREA................................................................................................... - 3 -
OWTS COMPONENTS ......................................................................................................... - 5 -
OWTS OPERATION AND MAINTENANCE.......................................................................... - 8 -
OWTS HOUSEHOLD OPERATION .................................................................................... - 8 -
OWTS MAINTENANCE ....................................................................................................... - 9 -
OWTS CONSTRUCTION OBSERVATION ............................................................................ - 9 -
LIMITATIONS ........................................................................................................................... - 9 -
FIGURES
FIGURE 1 – OWTS SITE PLAN
FIGURE 2 – USDA GRADATION TEST RESULTS
FIGURE 3 – SOIL TREATMENT AREA CALCULATIONS
FIGURE 4 – SOIL TREATMENT AREA PLAN VIEW
FIGURE 5 – SOIL TREATMENT ARE CROSS SECTION
FIGURE 6 – DISTRIBUTION LINE CLEANOUT DETAIL
ATTACHMENTS
VALLEY PRECAST 1,000 GALLON, THREE-CHAMBER SEPTIC TANK DETAIL
ORENCO PF3005 PUMP PERFORMANCE CURVE
Kumar & Associates, Inc. Project No. 21-7-289.02
INTRODUCTION
This report provides the results of an onsite wastewater treatment system (OWTS) design for the
proposed residence to be located on Lot 60, Filing 2, Bellyache Ridge, 5539 Bellyache Ridge
Road, Eagle County, Colorado. The purpose of this report was to provide design details for the
OWTS in accordance with the 2018 Eagle County Onsite Wastewater Treatment System
Regulations and the Colorado Department of Public Health and Environment’s Regulation #43.
The study was performed as part of our agreement to David Schneider dated March 19, 2021.
BACKGROUND INFORMATION
We previously prepared a subsoil study for foundation design of the residence and submitted our
findings in a report dated July 22, 2021, Project No. 19-7-289. Information from that report has
been considered in the preparation of the OWTS design.
PROPOSED CONSTRUCTION
The residence will be a three-bedroom single-family structure with an attached garage located on
the lot as shown on Figure 1. The residence will have a walkout basement with a finish floor
elevation of 9,058 feet. The OWTS will be designed for a total of 3 bedrooms. The proposed
OWTS soil treatment area (STA) will be located to the northeast of the residence. Water service
will be provided to the residence by the public water supply from Bellyache Ridge Road and the
water service line will follow the planned route along the driveway as shown on Figure 1.
If proposed construction is different than that described, we should be contacted to re-evaluate
our design recommendations.
SITE CONDITIONS
The lot was vacant at the time of field exploration and the ground surface appeared mostly
natural. The terrain at the proposed STA location slopes moderately down to the east at a grade
of about 10%. The overall terrain of the lot is moderately steep on the northwest side to
moderately sloping on the south and east sides of the property. Slope grades in these areas range
from about 10 to 20%. Vegetation on the lot consists aspen trees, sagebrush, grass and weeds.
No surface water features were observed in the near vicinity of the lot. We are not aware of any
nearby water wells.
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Kumar & Associates, Inc. Project No. 21-7-289.02
SUBSURFACE CONDITIONS
The field exploration for the OWTS was conducted on August 18, 2021. Two profile pits
(Profile Pits 1 and 2) were excavated with a backhoe at the approximate locations shown on
Figure 1 to evaluate the subsurface conditions at the original planned soil treatment area (STA)
for the OWTS. The pits were logged by a representative of Kumar & Associates. Logs of the
profile pits are provided below.
Log of Profile Pit 1
Depth USDA Classification
0-1’ TOPSOIL; organic loam, firm, slightly moist, dark brown.
1’-4’ CLAY; with gravel and scattered cobbles and small boulders, strong blocky
structure, very stiff, slightly moist, brown.
• Disturbed bulk sample taken from 3 to 4 feet.
• Bottom of pit @ 4 feet, where digging refusal with the mini-excavator occurred.
• No free water or redoximorphic features observed at time of pit excavation.
Log of Profile Pit 2
Depth USDA Classification
0-3’ TOPSOIL; organic loam, firm, moist to slightly moist, dark brown.
3’-5’ CLAY; with gravel and scattered cobbles and small boulders, strong blocky
structure, very stiff, slightly moist, brown.
• Bottom of pit @ 5 feet, where digging refusal with the mini-excavator occurred.
• No free water or redoximorphic features observed at time of pit excavation.
The soils encountered in the profile pits, below about 1 to 3 feet of organic topsoil, consisted of
Clay that extended down to the depths explored of 4 and 5 feet where digging refusal occurred.
Hydrometer and gradation analyses were performed on a disturbed bulk sample of the soils from
Profile Pit 2 from 3 to 4 feet depth with the results provided on Figure 2. The tested sample
(minus No. 10 size sieve fraction) classified as Clay Loam per the USDA system. No free water
was encountered in the pits nor indications of seasonal high groundwater were observed at the
time of the pit excavations.
The clay soils encountered in our previous borings at the building site are similar to those
encountered at the profile pits and underlain by claystone bedrock at depths from about 9 to
10 feet. The laboratory testing on the clay soils and claystone bedrock showed the soils to be
expansive when wetted. No groundwater was encountered in the borings when drilled in
May 2021.
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Kumar & Associates, Inc. Project No. 21-7-289.02
Based on the subsurface conditions encountered at the site and laboratory testing, the near
surface soils the site have been classified as Type 4 per State regulations, which equates to a
long-term acceptance rate (LTAR) of 0.20 gallons per square foot per day for the Clay soils.
OWTS ANALYSIS
Based on the site conditions, the profile pit evaluations, our previous subsoil study information
and our experience in the area, the clay soils are expansive and tend to swell when wetted.
Based on these considerations, we recommend a mounded sand wastewater treatment system for
proper treatment of the effluent. The system will consist of chambers in a bed configuration
overlying a sand filter placed on the native ground surface. The STA will be sized three
bedrooms (six persons) using an LTAR of 0.8 gallons per square foot per day for imported
“secondary sand media”. The STA basal area of the sand will be sized for Soil Type 4 with an
LTAR of 0.20 gallons per square foot per day.
The sewage will gravity flow from the residence to the septic tank for primary treatment and then
be pressured-dosed on a regular basis to the STA for dispersal and final treatment. Pressure
dosing is necessary for the sand treatment system.
As currently planned, the sewer effluent line will cross the driveway and the water service line.
Also a portion of the water service line location is within the minimum set-back from the STA.
Encasement of the water service line with larger diameter Schedule 40 (or stronger) pipe will be
needed in the area of the water service line encroaching within 25 feet of the STA. The water
service line will be also needed to be encased for 5 feet on both sides of the crossing with the
effluent line.
DESIGN RECOMMENDATIONS
The design recommendations presented below are based on the proposed construction, the site
and subsurface conditions encountered, and our experience in the area. A layout of the proposed
OWTS components is provided on Figure 1. If conditions encountered during construction are
different than those that are described in this report, please contact us to re-evaluate our design
recommendations.
SOIL TREATMENT AREA
• The STA will consist of 2 rows of 17 Infiltrator Quick 4 Plus Standard chambers in a bed
configuration placed on imported secondary sand media. The sand media should be a
minimum 12 inches thick and be placed on the native ground surface. A pressure
- 4 -
Kumar & Associates, Inc. Project No. 21-7-289.02
distribution system will be used to disperse the effluent to the chambers on a regular
basis.
• The distribution cell was sized based on an LTAR of 0.80 gallons per square foot per day
for secondary sand media. The basal area was sized using an LTAR of 0.20 gallons per
square foot per day for Soil Type 4 for the natural Clay soils.
• A 30% reduction of the STA size was applied for use of Infiltrator chambers. The
proposed distribution cell will be 6 feet wide by 68 feet long (408 square feet).
• The minimum basal area of the mound is 68 feet long by 23.5 feet wide (1598 square
feet).
• Soil treatment area calculations are shown on Figure 3.
• Vegetation should be removed and the ground surface scarified to at least 3” deep prior to
the sand placement.
• Distribution lines, consisting of 1.5-inch diameter, Schedule 40 piping, with 1/8-inch
diameter orifice holes drilled at 4-foot centers near the center of the Infiltrators, should be
installed along the complete length of the chambers, see Figure 4. The distribution lines
should be suspended approximately 2 inches from the top surface of the infiltrators by
pipe ties. The orifice holes should face up toward the infiltrator surface above.
• An ⅛-inch hole should be drilled on the bottom of each end of the distribution pipe to
allow for complete drainage of the distribution line following pressure dosing. Install
splash plates below drain holes.
• The sand bed should be oriented along ground contours to minimize soil cover.
• Sand filter material should extend one foot horizontally from the perimeter of the
chamber bed and then be sloped at 3 horizontal to 1 vertical maximum in all directions.
• The sand filter media should meet the requirements of the current Eagle County OWTS
Regulations for “secondary sand media”. ASTM C33 concrete sand is suitable for the
filter media. A sample of the sand filter media should be obtained within one month prior
to installation of the system for gradation analyses testing by us or the gradation test
results of the sand provided to us for approval.
• The sand filter material shall be placed in lifts not exceeding 10 inches thick. Each lift
shall be track or bucket compacted until settlement ceases.
• A minimum of 10 inches and a maximum of 24 inches of cover soil should be placed
over the chambers. The cover soil should include 6 inches of topsoil.
• Backfill should be graded to deflect surface water away from the STA and should be
sloped at 3 horizontal to 1 vertical or flatter. This may require a swale along the up-slope
side of the STA.
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Kumar & Associates, Inc. Project No. 21-7-289.02
• Disturbed soil should be re-vegetated as soon as possible with a native grass mix. No
trees, shrubs or other plants with deep roots should be planted on or near the STA as this
may damage the system piping.
• Four-inch diameter inspection ports should be installed vertically into the knockouts
provided in the Infiltrator end caps. Install ports at each corner of the bed. The
inspection port piping should be screwed into the top to the chambers and should not
extend down to the ground surface inside the chambers. The inspection ports should
extend at least 8 inches above the finished ground surface or be protected in a valve box
at finished grade.
• The minimum setback from the STA to the water service supply line is 25 feet. Where
the water line encroaches on the setback, the water line must be encased with larger
diameter Schedule 40 PVC pipe in a watertight manner throughout the encroachment.
• A plan view of the STA is presented on Figure 4 and a cross section of the STA is
presented on Figure 5.
• Cleanouts are required at the end of the distribution line. See Figure 6 for the cleanout
detail.
OWTS COMPONENTS
Recommended OWTS components provided below are based on our design details and our
experience with the specific component manufacturers. Equivalent components may be feasible
but need to be approved by us prior to construction.
Septic Tank
• A 1,000 gallon, three-chamber septic tank (1,500 gallons total) will be used for primary
treatment and dosing to the STA. The first two chambers of the tank will be utilized for
treatment and settling, and the third chamber of the tank will contain the dosing pump. A
detail of the tank is provided as an attachment to the report.
• A submersible effluent pump enclosed in a Biotube Pump Vault will be installed in the
third chamber.
• The tank must be a minimum of five feet from the residence and from the STA. The tank
must be a minimum of 10 feet from any potable water supply lines.
• The tank must be set level. The excavation bottom must be free of large rocks or other
objects that could damage the tank during placement. A road base or gravel bedding
material may be needed to prevent tank damage during placement and act as a leveling
course.
• The tank lids must extend to final surface grade and made to be easily located.
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Kumar & Associates, Inc. Project No. 21-7-289.02
• Install the tank with 2 feet minimum cover soil for frost protection. Maximum tank soil
cover is 4 feet.
Sewer Pipe
• The sewer line to the septic tank should not be less than the diameter of the building
drains and not less than 4 inches in diameter.
• The sewer pipe should have a rating of SDR35 or stronger.
• The sewer pipe should be sloped between 2% to 4% to help limit disturbance of solids in
the tank and the potential for sewage bypass of the first chamber of the tank. If a steeper
slope is needed, this can be accomplished with vertical step-downs in the sewer line.
• A minimum 36 inches of cover soil should be provided over the sewer pipe. Paved areas,
patios or other areas without vegetative cover may be more susceptible to frost and we
recommend 48 inches of soil cover over the sewer pipe in these areas, and the pipe be
insulated on top and sides with 2-inch-thick blue foam insulation board. If adequate soil
cover is not possible, we should be contacted for re-evaluation prior to installation.
• The sewer pipe should be bedded in compacted ¾ inch road base or native soils provided
that the native soils contain no angular rocks or rocks larger than 2½ inches in diameter
to help prevent settlement of the pipe. Sags in the pipe could cause standing effluent to
freeze and damage the piping.
• Install cleanout pipes within 5 feet of the building foundation, where the sewer pipe
bends 90 degrees or more and at every 100 feet of sewer pipe.
• All 90-degree bends should be installed using a 90-degree long-sweep or by using two
45-degree elbows.
• The sewer line location shown on Figure 1 is considered conceptual. We assume that
there will be only one sewer line exiting the residence. It is the responsibility of the
owner/contractors to locate all sewer line exit locations and connections to the septic
tank. We should be notified if there are more than one sewer line exiting the building.
Effluent Transport Piping
• The effluent transport pipe should be 1.5-inch diameter Schedule 40 piping sloped at a
2% minimum to drain back to the dose chamber.
• The effluent transport pipe should be bedded in compacted ¾ inch road base or native
soils provided that the native soils contain no angular rocks or rocks larger than
2½ inches in diameter to help prevent settlement of the pipe. Sags could cause standing
effluent to freeze and damage to the piping.
- 7 -
Kumar & Associates, Inc. Project No. 21-7-289.02
• A minimum 18 inches of cover soil should be provided over the effluent transport pipe.
Paved areas, patios or other areas without vegetative cover may be more susceptible to
frost. We recommend 48 inches of soil cover over the effluent pipe and insulation with at
least 2 inches of rigid foam insulation in these areas. If adequate cover soil is not
possible, we should re-evaluate the condition prior to installation.
• The effluent pipe should be encased with larger diameter Schedule 40 PVC pipe
underneath driveway surfaces and be provided with at least 48 inches of soil cover and be
insulated on top and sides with 2-inch-thick foam insulation board.
• All 90-degree bends should be installed using a 90 degree long-sweep or by using two
45-degree elbows.
• The minimum setback from the effluent line to the water supply line is 5 feet. Where the
water line encroaches on the setback and crosses the effluent line at the driveway, either
the water line or the effluent line must be encased with larger diameter Schedule 40 PVC
pipe in a watertight manner throughout the encroachment.
Effluent Pumping System
• An Orenco PF3005, 115-volt, submersible effluent pump with a 1.25-inch diameter
discharge assembly, or equivalent, will be required for the effluent pumping.
• The maximum effluent transport distance from the pump discharge to the STA estimated
to be 80 feet.
• The elevation difference from pump discharge to the STA is estimated to be 2 feet of
drop.
• The pump should be enclosed in an Orenco Biotube Pump Vault for effluent filtering and
protection of the pump from vibration.
• An equivalent pump must be capable of operating at 15.6 gallons per minute at 6.1 feet of
total dynamic head. A pump performance curve is provided as an attachment to this
report.
• The floats should be set to provide a dose volume of approximately 93 gallons. The
actual dose volume will be about 93 gallons in the transport line. To achieve the desired
dose volume, the upper (“ON”) and lower (“OFF”) floats should be set approximately
9¼ inches apart.
• The flow differential between the first and last orifices is estimated to be 1.0%.
• The high-water alarm float should be placed approximately 3 inches above the “ON”
float in the dose tank. The high-water alarm must be wired on a separate electrical circuit
from the pump.
- 8 -
Kumar & Associates, Inc. Project No. 21-7-289.02
• An ⅛-inch diameter weep hole should be drilled in the effluent transport line prior to
exiting the dose tank so the transport line can drain after each pumping cycle.
OWTS OPERATION AND MAINTENANCE
The OWTS will require periodic inspection and maintenance to function properly. A properly
designed, installed and maintained system can greatly increase its lifespan. The level of
maintenance will vary depending on the complexity of the system and water use habits of the
residents. We recommend that an OWTS Operation and Maintenance (O&M) Manual be
developed. Depending on the complexity of the system, a contract with an OWTS maintenance
provider may be prudent. Below are some basic recommendations for the OWTS O&M.
OWTS HOUSEHOLD OPERATION
• Use of high efficiency water fixtures is recommended to decrease the hydraulic load on
the OWTS system.
• Fix plumbing leaks immediately as this may cause a hydraulic overload of the soil
absorption system.
• Do not irrigate the area on top of or directly upgradient of the soil absorption field as this
may cause a hydraulic overload.
• Do not dispose of household waste down drains as this may clog or damage OWTS
components. Examples of household waste includes: dental floss, cotton swabs, coffee
grounds, paper towels, feminine products and many other kitchen and bath items.
• Use of kitchen garbage disposals is not recommended. If a garbage disposal is utilized,
kitchen wastewater should be screened thoroughly. Many kitchen solids are not
decomposed in the septic tank and may cause increased tank pumping frequency.
• Do not dispose of household chemicals, greases, oils, paints, hot tub water or water
softener backwash in household drains. A separate drywell, if feasible, may be necessary
for hot tub water or water softener backwash disposal.
• Limit the use of bleach as this may harm useful bacteria in the septic tank and soil
absorption system.
• Liquid dishwasher and clothes washer detergent is recommended for households served
by an OWTS. Clay substances used as fillers in powder detergents may result in
clogging of the soil absorption system.
• The effluent in septic tanks can freeze during extended periods of non-use in cold
weather. We recommend that a tank heater be installed in this system to help prevent
freezing.
- 9 -
Kumar & Associates, Inc. Project No. 21-7-289.02
OWTS MAINTENANCE
• Inspect the septic tank, pump, pump vault filter and STA at least annually for problems or
signs of failure.
• The filter should be cleaned annually by spray washing solids into the first chamber of
the septic tank.
• The septic tank should be pumped and cleaned about every 3 to 5 years depending on
use. Longer pumping intervals may increase the amount of solids that reach the STA,
which may shorten its life span.
• Pumping of the septic tank should take place when the level of the sludge and scum
layers combined take up 25 to 33% of the capacity of the first chamber of the tank.
OWTS CONSTRUCTION OBSERVATION
The Eagle County Environmental Health Department requires that the designer of the system
provide a record drawing and certification of the OWTS construction (As-Built inspection). We
should be provided with at least 48-hour notice prior to the installer needing the inspections.
Prior to issuance of our certification letter, we require observation of all system components
prior to backfill. The As-Built inspection will include a pump test for the system. The number
of site visits required for the inspection will depend on the installer’s construction schedule.
LIMITATIONS
We have conducted this design in accordance with generally accepted engineering principles and
practices in this area at this time. We make no warranty either expressed or implied. The
recommendations provided in this report are based on the site conditions, profile pit evaluations
and soil texture analysis, the proposed construction and our experience in the area. Variations in
the subsurface conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we should
be notified so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes. We are not
responsible for technical interpretations by others of our information. As the project evolves, we
should provide continued consultation and field services during construction to review and
monitor the implementation of our recommendations, and to verify that the recommendations
have been appropriately interpreted. Significant design changes may require additional analysis
or modifications to our design.
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3 BEDROOM RESIDENCE
LOT 60
5539 BELLYACHE RIDGE ROAD
1.501 Ac.±
Kumar & Associates
SILT
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MEDIUMMEDIUMV. FINE
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Kumar & Associates
Kumar & Associates
Kumar & Associates
NATIVE SOILS
REMOVE VEGETATION AND SCARIFY
UPPER 3" OF GROUND SURFACE
PRIOR TO SAND PLACEMENT
INFILTRATOR QUICK 4 PLUS
STANDARD CHAMBERS
EXISTING GROU
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A
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EXISTING GROUND SURFACE
4" DIAMETER
OBSERVATION PORT
6.0'
8.0'
10" COVER SOIL.
3:1 MAX. SLOPE.
23.5' MINIMUM
BASAL WIDTH
1.0' MIN SAND
FILTER UNDER
CHAMBERS
Kumar & Associates
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Pump Selection for a Pressurized System - Single Family Residence Project
21-7-289.02 / 5539 Bellyache Ridge Road
Parameters
Discharge Assembly Size
Transport Length
Transport Pipe Class
Transport Line Size
Distributing Valve Model
Max Elevation Lift
Manifold Length
Manifold Pipe Class
Manifold Pipe Size
Number of Laterals per Cell
Lateral Length
Lateral Pipe Class
Lateral Pipe Size
Orifice Size
Orifice Spacing
Residual Head
Flow Meter
'Add-on' Friction Losses
1.25
80
40
1.50
None
-2
3
40
1.50
2
68
40
1.50
1/8
4
5
None
0
inches
feet
inches
feet
feet
inches
feet
inches
inches
feet
feet
inches
feet
Calculations
Minimum Flow Rate per Orifice
Number of Orifices per Zone
Total Flow Rate per Zone
Number of Laterals per Zone
% Flow Differential 1st/Last Orifice
Transport Velocity
0.43
36
15.6
2
1.0
2.5
gpm
gpm
%
fps
Frictional Head Losses
Loss through Discharge
Loss in Transport
Loss through Valve
Loss in Manifold
Loss in Laterals
Loss through Flowmeter
'Add-on' Friction Losses
1.7
1.3
0.0
0.0
0.1
0.0
0.0
feet
feet
feet
feet
feet
feet
feet
Pipe Volumes
Vol of Transport Line
Vol of Manifold
Vol of Laterals per Zone
Total Volume
8.5
0.3
14.4
23.2
gals
gals
gals
gals
Minimum Pump Requirements
Design Flow Rate
Total Dynamic Head
15.6
6.1
gpm
feet
0 5 10 15 20 25 30 35 40
0
50
100
150
200
250
300
Net Discharge (gpm)
PumpData
PF3005 High Head Effluent Pump
30 GPM, 1/2HP
115/230V 1Ø 60Hz, 200V 3Ø 60Hz
Legend
System Curve:
Pump Curve:
Pump Optimal Range:
Operating Point:
Design Point:
• EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED
INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE
ANY PORTION OF INSTALLED SYSTEM
328-7311 or 949-5257 or 927-3823 PERMIT NO. N c 6 3 0
OWNER: Larry Metternick ADDRESS: P.O. Box 1073 - Eagle, CO 81631
SYSTEM LOCATION: Lot 57 - Bellyache Ridge Subd. #2 - 5539 Bellyache Road -_Wolcott, CO
LICENSED INSTALLER: Owner LICENSE NUMBER:
**CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following:
MINIMUM REQUIREMENTS: 1000 gallon septic tank or aerated treatment unit.
Absorption area or dispersal area computed as follows:
PERCOLATION RATE: one inch in 20 minutes.
Absorption Area per Bedroom sq. ft. 1BCD( Ole ��'0400cii
No. of Bedrooms 3 x �&p sq. ft. minimum requirement per bedroom
Sqtotal sq. ft. minimum requirement.6A0
SPECIAL REQUIREMENTS: ,� IZfkK,klSS — dip AA)d 3
J ---- tJ 0Z^ i
DATE: July 20, 1983
**CONDITIONS:
1. All installation must comply with all requirements of the County Individual Sewage
Disposal System Regulations, adopted pursuant to authority granted in 25-10-104,
C.R.S. 1973, as amended.
2. This permit is valid only for connection to structures which have fully complied
with County zoning and building requirements. Connection to or use with any
dwelling or structure not approved by the building and zoning departments shall
automatically be a violation of a requirement of the permit and cause for both
legal action and revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters, or installs an
individual sewage disposal system to be licensed according to the Regulations.
FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle
County Individual Sewage Disposal System Regulations until the installed ys emwis
approved prior to covering any part. 5?0c H u�� i
Installed Absorption or Dispersal Area: M40 sq. ft. Obi +� Sr PAO
Installed Septic Tank: (00 p gallons. Degrees: Feet: A
Design Engineer of System:
Installer of System: Phone:
Septic tank cleanout to within 12" of fint�Aade or
aerated access ports above grade? Yes No
Proper materials and assembly? Yes t! No
Compliance with permit requirements? Yes L---' No
Compliance with County/State regulations requirements? Yes No.
kHny ILeni cnecKeu --nu-- requires correctiion oerore ri i approval of system is made.
Arrnnnc n ro_incnor+inn wknn i.inAl is rmmn1n+orl 1/ A
F�.
_►ra
ENVIRONMENTAL ZAEALTH
P.O. BOX 811
PERMIT NO. EAGLE, COLORADO 81631 PERMIT FEE
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT � T U 6 D
l s eo /�Ji 1®I .
Name of Owner: �ky'enS Phone:
Address of Owner: 60 )c
is facility within boundaries of a city/town or sanitation district? /yo
Distance to nearest sewer system:
Location of Proposed System: f .5-7 2 Uez9!L
LegalDiscription: .� .�
Type of Structure: Single Family Dwelling ( ) Other: No. Bedrooms
Water Supply: Private Well ( ) Location: Distance From leach field -
Size of Lot: Public Water Sup pIy:-.4ae%/efdf, dz-'m,,`{'`
l>ecz t� ck_iZ
An appropriate plat plan must accompany site inspection for this application: showing required information. (See
attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the
regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS
66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be
obtained at the Eagle County, sanitarian's office.
Appointment for final inspection must be made prior to construction, by contacting the inspecting sanitarian. [Phone
bet;neer, 8:30 cind 9:00 AM.] Refer to permit number. No approval will be given on any systern without final
inspections. `i 44 9 a 5c 57'1 ex-6 02 38 C VouZ Ara)
Name, address, and telephone of person responsible for design of system: ---
The undersigned acknowledges that the above information is true and that false information will invalidate the
application or subsequent perm' .
SIGNATURE OF APPLICANT: ' - �S :e`z.�� Date: �4�7
(This application becomes invalid 6 months from above date.)
f Ek,c, -rES i o/vL y peAYq ' HEALTH DEPARTMENT USE ONLY
Nor i 0 6E- X_A1 r-,9 . dn� � err �1 �a g
Percolation Information: _ Permit No.
Tank Capacity: al. minimum '-
g ( ) Fee Receipt:
Absorption Area: Sq. ft. (minimum) File:
REMARKS:
APPLICATION IS: APPROVED ( ) DENIED
The above individual sewage disposal system was instolled by _
AND HAS BEEN INSPECTED ANID APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT.
Dcte: .— _ _, Sanitarian:
APPLICATION OR "",DICIDUAL SE :AGE DISPOSAL SYSTEMPFR`fIT
• R., E ,V' I R1NDENi L ?E-OFLL- EAGLE COU""TY
P.O. Do-,,: 350
Eagle, Colorado 81631 No. 10
PERMIT APPLICATION FEE: 8150.00 328-73II PERCOLATION TEST FEE: $50.00
NAME OF OWNER: /_ 0 IrV, -¢ 1" GLy Ci V 0�7
ADDRESS: PC, ��� � � PHONE:
NAME OF APPLICANT (if different from owne ):
ADDRESS: PHONE:
DESIGN ENGINEER OF SYSTDi (if applicable):
ADDRESS: PHONE:
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:
Licensed Installer (see attached list): YES_ NO
ADDRESS: PHONE:
PERMIT APPLICATION IS FOR: New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM-
Street/Rural Address: J�3 o / c �,
Lot Size: X o5-
Legal Description: I pi 5% psi vGLI - - 1 O ff, Sub d i'vi'.s in A- Fi�1►� �CJ,�,
BUILDING OR SERVICE TYPE (check applicable category):
.�g Residential - Single Family
( ) Residential - Duplex
( ) Residential - Triplex
NUMBER OF PERSONS: __//_
WASTE TYPES (check applicable categories):
( ) Commercial or Institutional
( ) Non -Domestic Wastes
�6) Garbage Disposal
Automatic Washer
( ) Other
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( ) Residential Quadplex
( ) Commercial (state usage)'
NUMBER OF BEDROOMS:
Dwelling
( ) Transient Use
( Dishwasher
( ) Spa Tub
Septic Tank
(
} Composting Toilet
(
)
Incineration Toilet
(
)
Vault Privy
(
) Greywater
(
)
Chemical Toilet
(
)
Pit Privy
(
) Aeration Plant
(
)
Recycling, Potable Use
(
)
Other
(
)
Recycling, Other Use
WILL
EFFLUENT BE DISCHARGED
DIRECTLY INTO WATERS OF
THE
STATE: YES ( ) NO (�4
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES (K) NO ( )
WASTEWATER FLOW REDUCTION PLAN: YES ( ) NO (j)
(I6 yes, see attached wastewateh 4tow &eduction methods)
NOTE: The Env tronmentat Health 044ice& may &educe the &equitced abso&pti,on a&ea upon
app&ovat o6 an adequate wastewate& 6.-ow &educti.on ptan.-
SOURCE AND TYPE OF WATER SUPPLY: Well ( ) Spring ( ) Creek/Stream
Give depth of all wells within 200 feet of system: fling
vie-
If supplied by community water, give name of supplier: e- (a-N1e1v-e)
SIGNATURE: DATE:
INFORMATION BELOW O BE FILLED OUT BV ENUIRONXIENTAL HEALTH OFFICER.
GROUND CONDITIONS: Pehcent G&ound Stope
Depth to Bed&ock (petr. 8' P&o4ae Ho.-e)
Depth to GAoundwa te& Tabte
SOIL PERCOLATION TEST RESULTS: Minuta pe& inch in Hote #1
Minutes pe& inch to Hone # 2
M nutu pets inch to Hote # 3
FINAL DISPOSAL By:
( ) Abso&pt%.on T&en h, Bed c& Pit ( j Evapott ansp.vtation
( j Above G&ound D.i s peAsa E ( ) Sand FitteA
( ) Unde/tg&ound D%speuae ( j Wastewate& Pond
( ) Oche&
aAll
Amount Paid: ISO �� Receipt Nwnbet Date:
(Env. Health Department - Rev. 4-07-83)
TELEPHOfQE w
303/328-7311
Board of County
Commissioners
Ext 241
Assessor
Ext 202
Clerk and
Recorder
Ext 217
Sheriff
Eagle: Ext 211
Basalt: 927-3244
Gilman: 827-5751
Treasurer
Ext 201
Administration
Ext 241
Animal Shelter
949-4292
Building
Inspection
Ext 226 or 229
Community
Development
Ext 226 or 229
County Attorney
Ext 263
Engineer
Ext 236
Environmental
Health
Ext 238
Extension Agent
Ext 247
Library
Ext 255
Public Health
Eagle: Ext 252
Vail: 476-5844
Personnel
Ext 241
Purchasing
Ext 245
Road and Bridge
Ext 257
Social Services
328-6328
EAGLE COUNTY
Eagle, Colorado 81631
July 13, 1984
Mr. Larry Metternick
P.O. Box 1073
Eagle, Colorado 81631
Dear Mr. Metternick:
This is to inform you that your ISDS Permit #630 for
property located on Lot 57- Bellyache Ridge Subdivision,
Filing #2 - 5539 Bellyache Road in Wolcott has been finalized
and signed off by Richard Pylman, Assistant Environmental
Health Officer for Eagle County, on Friday, July 13, 1984.
I am enclosing a copy of this completed permit for your
records.
If you have any questions, please contact this office.
Sincerely,
L
Lorraine Funke, Secretary
Environmental Health Office
EAGLE COUNTY
/if
Enc.
Page 1 of 1
Lori Siefers
From: Ray Merry
Sent: Tuesday, November 22, 2005 5:24 PM
To: Colleen Wirth; Laura Fawcett
Cc: Kim Erickson; Lori Siefers
Subject: RE: BP-17199 / Metternick basement alteration
Thanks, Colleen. I suspect the term "self -flushing" is her description of a siphon -dosed
system. We'll try to give her a call and ask whether she has any pumping records that we
might keep in her file for her. It will be a reminder for her to have it done every once in a
while. We'll keep your note in the property ISDS record.
Raymond P. Merry, REHS, Director
Eagle County Environmental Health
P.O. Box 179
Eagle, CO 81631
(970) 328-8757
(970) 328-8788 (fax)
ray.merry@eaglecounty.us
From: Colleen Wirth
Sent: Tuesday, November 22, 2005 5:16 PM
To: Ray Merry; Laura Fawcett
Cc: Kim Erickson
Subject: BP-17199 / Metternick basement alteration
Hi Ray / Laura,
Thanks for your research on Mary Ann Metternick's property. Spoke with Mary Ann this afternoon. She
confirms 3 existing bedrooms in the house, and further agrees to the following building condition on her floor
plans for the basement alteration. As follows: ***LOWER OFFICE NOT APPROVED FOR USE AS A BEDROOM,
CLOTHES CLOSET SHALL BE PROHIBITED (DUE TO EXISTING SEPTIC CAPACITY), INSPECTOR SHALL
VERIFY RECESSED SHELVES ONLY INSTALLED BEFORE RELEASE OF THE C.O. FOR BASEMENT
ALTERATION*** Plans have been marked accordingly. The homeowner conveyed that her septic system has
continued to function to their satisfaction (she says that it is self -flushing???). She confirmed it is her intent not to
install a clothes closet and not presently contemplating alteration of her existing septic. Thanks Laura for your
flag on the folder. Once workflow is signed off by Environmental Health, you may want to call Kim Erickson at
ext 8730 and let her know when it's been approved. She has it on her desk now.
Thanks,
Colleen Wirth
Ext 8741
704-2784
12/12/2005
v
f ,4.
titbU.00}
Ip»Xac,nti-011 .No. �'crillit No. '
Type of Dwe 13. _c l2f>: tT S
no, of L c,xoo;as:
Date of 7`cst 17 �8 bc2�tl1 0
I101cs: �<
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Tyne of Loi1:
�Ocv-.tion of ` os:t- Holes: .� �
Cost 1101e �ca.s nz•eso, icedxo,2: 'rG-.
:. • • `�tilac Tzu1e -
eL
TIME/ALLRC,T
2_
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3
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exc:olation Rate:
ite Ills been xe;ricwea and 'Lest ;
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Coll t2 1.�� 1
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EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
L C'k
Name
Date Routed l �
4?,;�,Q-1 t 6_L_� Application No.
Locat'
Please review the attached Individual Sewage Disposal System Permit Application and return
it with this completed form to the Environmental Health Office._
PLANNING: Complies with - YES ' NO 'REVIEWED BY DATE
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:
COMMENTS: .` V
BUILD_ING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
YES
-NO
REVIEWED BY
DATE
ENGINEER_: Complies.with -
Roads:
Grading:
Drainage:
Recommend Approval:
YES NO
REVIEWED BY
DATE
COMMENTS:
ENVIRONMENTAL HEALTH:
Complies with -
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
YES
NO
REVIEWED BY
DATE
Fl-
COMMENTS:
a
0630 Metternick Lot 57
NAME, Bellyache Ridge 5539 Bellyache
Road
J013 1114
(5777ION
BILL TO
DATE STARTED
n I ct'i
DATE COMPLETED DATE BILLED
pp
P-
I V
I? Wss2q
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
PERMIT NO. 630
Comte,
INSURANCE
OWNER: 6a*j-y44et+e"k
SALES TAX
P.O. Box 1073 - Eagle, CO 81631
LOCATION: Lot 57 - Bellyache Ridge Subdivision Filing #2
MISC. COSTS
005539 Bellyache Road - Wolcott, co
INSTALLER: Les Frimmi
SIZE OF TANK: 1,000 gallons 600 Degrees; 50 Feet
DWELLING: Single Family - 3 bedrooms x 280 sq.ft.—
PERC RATE:
TOTAL JOB COST
one inch/20 mintues = 760 sq.ft. leach field
Comments: Septic tank equipped with dosing siphon - Care should
GROSS PROFIT
be taken in driveway construction to avoid damage to
tank.
LESS
SS OVERHEAD COST
% OF SELLING PRICE
Finalized: ill 3/84 By: Richard Pylman
fameJ 9 4 1- 31-P-4 l
NET PROFIT
Printed in U.S.A.
PER
1.