HomeMy WebLinkAbout198 Meadow Rd - 210507401016Work Classification:Repair
CO
AddressOwner Information
Permit Status:Active
Project Address
210507401016
Permit Type:OWTS Permit
Permit NO.OWTS-7-15-12955
Expires:11/18/2015Issue Date:7/21/2015
Parcel No.
198 MEADOW RD
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone:(303)830-7379
Cell:
Inspection
For Inspections call:(970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)618-5033ALL SERVICE SEPTIC
Contractor(s)Phone Primary ContractorLicense Number
T NOTTINGHAM CONSTRUCTION
AND EXCAVATION
(970)471-2711 Yes08-15
PorQue No LLC
Permitted Construction / Details:
Install the new soil treatment area exactly as shown on the All Service Septic, LLC design report stamped,
signed and dated July 19, 2015 by Richard H. Petz, PE.
The new 1,650 square foot (prior to adjustments for using chambers) soil treatment area is designed to
receive septic tank effluent from the two bedroom cabin built in1977 (ISDS 227) and the main, four
bedroom residence (ISDS 1411-94) that exist on the property. The soil treatment area layout consist of 6
shallow trenches, each containing17 Infiltrator Quick 4 chambers for a total of 102 chambers that will
receive equal amounts of effluent from a flow equalizing distribution box installed with access to grade.
Inspection portals must be installed according to the manufacturer's instructions into the top of the
chambers at both ends of each trench.
According to the engineer drawings and site inspection, effluent from the two bedroom cabin currently
enters the first compartment of the1,250 gallon septic tank serving the four bedroom residence. Eagle
County has no documentation of having authorized this connection. The effluent line from the two
bedroom cabin must be disconnected from the1,250 gallon septic and reconnected to it's effluent line
with a clean out installed at the new junction. The contractor must contact the design engineer to obtain
additional details for rerouting the piping and filling the entry portal into the first compartment.
Additionally, risers must be placed on the 1,250 gallon tank to bring access to or above grade.It is
recommended that this also be done to the1,000 gallon tank serving the cabin.
Do not install in wet weather and do not irrigate or allow grazing over the new soil treatment area.
Contact the design engineer to conduct all inspections necessary to certify the installation and to prepare
the as-built drawings. System certification along with as-builts and photos are required to be submitted
to, and approved by Eagle County Environmental Health prior to using the new soil treatment area.
Customer CopyCONDITIONS:
1. THIS PERMIT 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
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101,et seq., AS AMENDED
3. 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 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. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification:Repair
CO
AddressOwner Information
Permit Status:Active
Project Address
210507401016
Permit Type:OWTS Permit
Permit NO.OWTS-7-15-12955
Expires:11/18/2015Issue Date:7/21/2015
Parcel No.
198 MEADOW RD
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone:(303)830-7379
Cell:
Inspection
For Inspections call:(970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)618-5033ALL SERVICE SEPTIC
Contractor(s)Phone Primary ContractorLicense Number
T NOTTINGHAM CONSTRUCTION
AND EXCAVATION
(970)471-2711 Yes08-15
PorQue No LLC
Permitted Construction / Details:
Install the new soil treatment area exactly as shown on the All Service Septic, LLC design report stamped,
signed and dated July 19, 2015 by Richard H. Petz, PE.
The new 1,650 square foot (prior to adjustments for using chambers) soil treatment area is designed to
receive septic tank effluent from the two bedroom cabin built in1977 (ISDS 227) and the main, four
bedroom residence (ISDS 1411-94) that exist on the property. The soil treatment area layout consist of 6
shallow trenches, each containing17 Infiltrator Quick 4 chambers for a total of 102 chambers that will
receive equal amounts of effluent from a flow equalizing distribution box installed with access to grade.
Inspection portals must be installed according to the manufacturer's instructions into the top of the
chambers at both ends of each trench.
According to the engineer drawings and site inspection, effluent from the two bedroom cabin currently
enters the first compartment of the1,250 gallon septic tank serving the four bedroom residence. Eagle
County has no documentation of having authorized this connection. The effluent line from the two
bedroom cabin must be disconnected from the1,250 gallon septic and reconnected to it's effluent line
with a clean out installed at the new junction. The contractor must contact the design engineer to obtain
additional details for rerouting the piping and filling the entry portal into the first compartment.
Additionally, risers must be placed on the 1,250 gallon tank to bring access to or above grade.It is
recommended that this also be done to the1,000 gallon tank serving the cabin.
Do not install in wet weather and do not irrigate or allow grazing over the new soil treatment area.
Contact the design engineer to conduct all inspections necessary to certify the installation and to prepare
the as-built drawings. System certification along with as-builts and photos are required to be submitted
to, and approved by Eagle County Environmental Health prior to using the new soil treatment area.
Issued by: Environmental Health Department, Eagle County, CO
July 21, 2015
Date
Ray Merry
Work Classification:Repair
CO
AddressOwner Information
Permit Status:Active
Project Address
210507401016
Permit Type:OWTS Permit
Permit NO.OWTS-7-15-12955
Expires:11/18/2015Issue Date:7/21/2015
Parcel No.
198 MEADOW RD
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone:(303)830-7379
Cell:
Inspection
For Inspections call:(970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)618-5033ALL SERVICE SEPTIC
Contractor(s)Phone Primary ContractorLicense Number
T NOTTINGHAM CONSTRUCTION
AND EXCAVATION
(970)471-2711 Yes08-15
PorQue No LLC
Permitted Construction / Details:
Install the new soil treatment area exactly as shown on the All Service Septic, LLC design report stamped,
signed and dated July 19, 2015 by Richard H. Petz, PE.
The new 1,650 square foot (prior to adjustments for using chambers) soil treatment area is designed to
receive septic tank effluent from the two bedroom cabin built in1977 (ISDS 227) and the main, four
bedroom residence (ISDS 1411-94) that exist on the property. The soil treatment area layout consist of 6
shallow trenches, each containing17 Infiltrator Quick 4 chambers for a total of 102 chambers that will
receive equal amounts of effluent from a flow equalizing distribution box installed with access to grade.
Inspection portals must be installed according to the manufacturer's instructions into the top of the
chambers at both ends of each trench.
According to the engineer drawings and site inspection, effluent from the two bedroom cabin currently
enters the first compartment of the1,250 gallon septic tank serving the four bedroom residence. Eagle
County has no documentation of having authorized this connection. The effluent line from the two
bedroom cabin must be disconnected from the1,250 gallon septic and reconnected to it's effluent line
with a clean out installed at the new junction. The contractor must contact the design engineer to obtain
additional details for rerouting the piping and filling the entry portal into the first compartment.
Additionally, risers must be placed on the 1,250 gallon tank to bring access to or above grade.It is
recommended that this also be done to the1,000 gallon tank serving the cabin.
Do not install in wet weather and do not irrigate or allow grazing over the new soil treatment area.
Contact the design engineer to conduct all inspections necessary to certify the installation and to prepare
the as-built drawings. System certification along with as-builts and photos are required to be submitted
to, and approved by Eagle County Environmental Health prior to using the new soil treatment area.
Office CopyCONDITIONS:
1. THIS PERMIT 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
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101,et seq., AS AMENDED
3. 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 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. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification:Repair
CO
AddressOwner Information
Permit Status:Active
Project Address
210507401016
Permit Type:OWTS Permit
Permit NO.OWTS-7-15-12955
Expires:11/18/2015Issue Date:7/21/2015
Parcel No.
198 MEADOW RD
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone:(303)830-7379
Cell:
Inspection
For Inspections call:(970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
(970)618-5033ALL SERVICE SEPTIC
Contractor(s)Phone Primary ContractorLicense Number
T NOTTINGHAM CONSTRUCTION
AND EXCAVATION
(970)471-2711 Yes08-15
PorQue No LLC
Permitted Construction / Details:
Install the new soil treatment area exactly as shown on the All Service Septic, LLC design report stamped,
signed and dated July 19, 2015 by Richard H. Petz, PE.
The new 1,650 square foot (prior to adjustments for using chambers) soil treatment area is designed to
receive septic tank effluent from the two bedroom cabin built in1977 (ISDS 227) and the main, four
bedroom residence (ISDS 1411-94) that exist on the property. The soil treatment area layout consist of 6
shallow trenches, each containing17 Infiltrator Quick 4 chambers for a total of 102 chambers that will
receive equal amounts of effluent from a flow equalizing distribution box installed with access to grade.
Inspection portals must be installed according to the manufacturer's instructions into the top of the
chambers at both ends of each trench.
According to the engineer drawings and site inspection, effluent from the two bedroom cabin currently
enters the first compartment of the1,250 gallon septic tank serving the four bedroom residence. Eagle
County has no documentation of having authorized this connection. The effluent line from the two
bedroom cabin must be disconnected from the1,250 gallon septic and reconnected to it's effluent line
with a clean out installed at the new junction. The contractor must contact the design engineer to obtain
additional details for rerouting the piping and filling the entry portal into the first compartment.
Additionally, risers must be placed on the 1,250 gallon tank to bring access to or above grade.It is
recommended that this also be done to the1,000 gallon tank serving the cabin.
Do not install in wet weather and do not irrigate or allow grazing over the new soil treatment area.
Contact the design engineer to conduct all inspections necessary to certify the installation and to prepare
the as-built drawings. System certification along with as-builts and photos are required to be submitted
to, and approved by Eagle County Environmental Health prior to using the new soil treatment area.
July 21, 2015
Issued by: Environmental Health Department, Eagle County, CO Date
Ray Merry
September 16, 2015
Mr. Ben Brown
1600 Broadway St
Denver, CO 80202
Bic2@mindspring.com
RE: Final approval of septic repair permit OWTS-7-15-12955; Tax parcel #210507401016;
Property location: 198 Meadow Rd., Edwards Area
Ben:
This letter is to inform you that the above-referenced septic permit has been inspected and
finalized. This permit was approved and the soil treatment area designed for a total of 6
bedrooms. Additional information about the maintenance your septic system needs as well as
information about private wells can be accessed through web site links provided on the
Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/
Do not irrigate or allow grazing over the new soil treatment area. Be aware that changes in
the use of your property or alterations of your building may require commensurate changes
to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation
systems and parking areas above the drain field can cause premature system failure. It is
equally important that you notice and immediately repair dripping faucets and hissing
toilets as this will certainly cause the system to fail. By following a few simple guidelines,
like avoiding grease or other additives down the drain and making sure your septic tank is
on a pumping schedule, your system has been designed to last for many years.
If you have any questions regarding this information, please contact us at (970) 328-8755 and
reference the OWTS septic permit number.
Sincerely,
Terri Vroman
Administrative Technician IV
cc: OWTS electronic permit folder
Energov electronic file
Tim Petz – Engineer contact
Tere Nottingham - Installer
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
RAYMOND P. MERRY, REHS
Director
N
0'20'40'
1" = 40'
LOT 10
LOT 12
10' EASEMENT
EXISTING 1000 GALLON TANK
EXISTING 4" SEWER PIPE WITH
CLEANOUT
EXISTING 1250 GALLON SEPTIC TANK
WITH PVC TEES ON INLET AND OUTLET
DIVERTER VALVE TO ACCESS
OLD FIELD IN FUTURE
DISTRIBUTION BOX
BROUGHT TO GRADE
EXISTING STA TO REMAIN
AND ALLOW TO DRY
6 GRAVELLESS TRENCHES. EACH TRENCH
HAS 17 CHAMBERS (3' X 4')
TOTAL NUMBER = 102 CHAMBERS
TOTAL AREA = 1224 SF
OBSERVATION PORTS (TYP.)
4" SDR 35 PIPE
(1% FALL)
4" SDR 35 PIPE
25' setback
59'
64'
UNK LOCATION OF SEWER PIPE
17'15'105'CONNECTION OF 2 BED CARETAKER
35'
6147 BRAUN COURT
ARVADA, COLORADO 80004
PHONE: 303.908.7823
FAX: 303.206.2796
42E
Eagle County, Colorado
198 MEADOW LANE
Ben Brown
SEPTIC RECORD
1 OF 1
September 15, 2015 Project No. 42E
Ben Brown
198 Meadow Lane
Edwards, CO 81632
Septic Record Report for Onsite Wastewater Treatment System
198 Meadow Lane
Eagle County, Colorado
Mr. Brown,
ALL SERVICE septic, LLC performed an installation observation for the subject property on August 27th
2015.
There are two residences at the subject property. The 2-bedroom caretaker residence has an existing
1000-gallon septic tank, and the 4-bedroom main residence has a 2 compartment 1250-gallon septic
tank. The existing soil treatment area (STA) serves both structures and is failing.
The 4”outlet pipe serving the 2-bedroom residence was re-directed to enter the 4”sewer pipe after the
1250-gallon tank as indicated.A diverter valve may access the old STA in the future, after it is allowed to
dry out.
The effluent will gravity flow from each septic tank to a new distribution box, brought to grade. The
distribution box will direct effluent to 6 trenches, with 17 chambers in each trench. A total of 102
chambers and 1224 SF of infiltrative area should be installed.Observation pipes have been installed.
The OWS was generally installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are
made to the OWS.
LIMITS:
The observation was based on information provided and visible OWS components. 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.
Please call with questions.
ALL SERVICE septic, LLC Reviewed By:
Timothy R. Petz Richard H. Petz, P.E.
2 copies sent
Copy sent to Eagle County Health Department
July 19, 2015 Project No.42E
Ben Brown
198 Meadow Lane
Edwards, CO 81632
Subsurface Investigation and Repair Onsite Wastewater Treatment System Design
198 Meadow Lane
Eagle County, Colorado
Dear Mr.Brown,
ALL SERVICE septic, LLC performed a subsurface and completed a repair onsite wastewater treatment
system (OWTS) design for the subject residence on July 13th 2015. The property is located outside of
Edwards, Colorado, in an area where OWTSs are necessary.The property is served by a community
water system.
SITE CONDITIONS
The property has an existing 2 bedroom residence, and an existing 4 bedroom residence.There are
existing septic tanks at each of the individual residences. The structures share a Soil Treatment Area
(STA). The existing STA has failed.The site has a full cover of grass and the STA area slopes 5% to the
northeast.
The current land use for the STA is a meadow. There is no planned construction on the STA after
installation.The STA will be re-vegetated to native vegetation.Erosion control and re-vegetation will take
place after OWTS construction.
SUBSURFACE
The subsurface was investigated on July 13th 2015, using a rubber tire backhoe,by digging two soil profile
test pit excavations (Test Pits)8-feet (max)in depth. A visual and tactile analysis of the soils were performed
at approximately 3 to 4-feet below grade.
The materials encountered in the Test Pit #1 consisted of light brown,moist topsoil to 12-inches, underlain
by brown, moist,sandy,medium dense loam with granular structure shape and moderate structure grade
to 8.0 feet,the maximum depth explored.
The materials encountered in the Test Pit #2 consisted of light brown,moist topsoil to 12-inches, underlain
by brown, moist,sandy,medium dense loam with granular structure shape and moderate structure grade
to 8.0 feet,the maximum depth explored.
A long term acceptance rate (LTAR) of 0.5 gallons per square foot,will be used to design the
OWTS, in accordance with Soil Type 2 outlined in Eagle County On-Site Wastewater Treatment
System Regulations for unlined sand filters.
198 Meadow Lane
Page 2
Test Pits #1 and #2 Test pit #1
DESIGN SPECIFICATIONS
The OWTS design is based on 6 bedrooms and 825 gallons per day proposed.
Design Calculations
6 Total Bedrooms =825 gallons/day
825 / LTAR 0.5 =1650 SF
1650 x 0.7 (chamber trenches) =1155 SF
1155 / 12 SF =97 chambers minimum (3’ x 4’ Q-4 chambers)
The installation must include the existing 1000-gallon septic tank for the 2-bedroom residence, and the
existing 1250-gallon septic tank for the 4-bedroom residence. The effluent will gravity flow from the tanks
to a distribution box, brought to grade. The distribution box will direct effluent to 6 trenches, with 17
chambers in each trench. A total of 102 chambers and 1224 SF of infiltrative area s hould be installed.
Observation pipes on each trench must be installed.
The component manufacturers are typical of applications used by contractors and engineers i n this area.
Alternatives may be considered or recommended by contacting our office.Construction must be to
County Land Use Regulations,and On-Site Wastewater Treatment System Regulations, the OWTS Permit
provided by the County, and this design.
198 Meadow Lane
Page 3
REVEGETATION REQUIREMENTS
An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire
disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing
characteristics (but without taproots), provides a maximum transpiration rate, and competes well with
successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over
the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented
and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation
cover.
OPERATION INFORMATION AND MAINTENANCE
The property owner shall be responsible for the operation and maintenance of each OWTS servicing the
property. The property owner is responsible for maintaining service contracts for manufactured units,
alternating STAs, and any other components needing maintenance.
Geo-fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or
materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures
should be checked to ensure that no additional water is being discharged to OWTS.For example, a running
toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA.
The homeowner should pump the septic tank every two years, or as needed gauged by measurement of
solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not
be placed into the OWTS.Grease should not be placed in household drains.Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste
only.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes must be installed to allow pump lines to
drain to minimize risk of freezing.The pump shall have an audible and visual alarm notification in the
event of excessively high water conditions and shall be connected to a control breaker separate from the
high water alarm breaker and from any other control system circuits.The pump system shall have a
switch so the pump can be manually operated.
Excavation equipment must not drive in excavation of the STA due to the potential to compact soil.
Extensions should be placed on all septic tank components to allow access to the m from existing grade.
Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be
performed before backfill, after placement of OWTS components. Septic tanks, distribution devices,
pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic,
LLC should be notified 48 hours in advance to observe the installation.
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from conditions
described in report, ALL SERVICE septic, LLC should be notified.All OWTS construction must be
according to the county regulations. Requirements not specified in this report must follow applicable
county regulations. The contractor should have documented and demonstrated knowledge of the
198 Meadow Lane
Page 4
requirements and regulations of the county in which they are working.Licensing of Systems Contractors
may be required by county regulation.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC Reviewed By:
Timothy R. Petz
Liability Clause:Under no circumstances whatsoever shall the liability of ALL SERVICE sep tic, LLC, in connection with
any contract, directly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services
and/or goods which are the subject of the contract in connection with which the liability arises.
N
0'30'60'
1" = 60'WEST LAKE CREEK4 BEDROOM
RESIDENCE2 BEDROOM
RESIDENCE
LOT 10
LOT 12
MEADOW ROAD(E) SHRUBS, TYP
LOT 11 - BLOCK 3
(E) ASPEN, TYP
(E) DRIVEWAY
(E) DRIVEWAY
10' EASEMENT
DRAINAGE EASEMENTEDGE OF
ASPHALT
PROPERTY LINE
PROPERTY LINE
10' EASEMENT 18'EXISTING 1000-GALLON
TANK
EXISTING 1250-GALLON TWO COMPARTMENT
CONCRETE SEPTIC TANK
EXISTING 20 GRAVELLESS
CHAMBERS
TEST PIT #1
TEST PIT #2
THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN
ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE
APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL
CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL
SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION.
6147 BRAUN COURT
ARVADA, COLORADO 80004
PHONE: 303.908.7823
FAX: 303.206.2796
42E
Eagle County, Colorado
198 MEADOW LANE
Ben Brown
W1
1 OF 3
1
SITE PLAN - 198 MEADOW DRIVE
1" = 60'
N
0'20'40'
1" = 40'
LOT 12
10' EASEMENT
18'EXISTING 1000 GALLON TANK
EXISTING 4" SEWER PIPE WITH
CLEANOUT
EXISTING 1250 GALLON SEPTIC TANK
WITH PVC TEES ON INLET AND OUTLET
DIVERTER VALVE TO ACCESS
OLD FIELD IN FUTURE
DISTRIBUTION BOX
BROUGHT TO GRADE
EXISTING STA TO REMAIN
AND ALLOW TO DRY
6 GRAVELLESS TRENCHES. EACH TRENCH
WITH 17 CHAMBERS (3' X 4')
TOTAL NUMBER = 102 CHAMBERS
TOTAL AREA = 1224 SF
OBSERVATION PORTS (TYP.)
INSTALL 4" SDR 35 PIPE
(1% MIN FALL)4" SDR 35 PIPE
25' setback
6147 BRAUN COURT
ARVADA, COLORADO 80004
PHONE: 303.908.7823
FAX: 303.206.2796
42E
Eagle County, Colorado
198 MEADOW LANE
Ben Brown
W2
2 OF 3
DRAIN FIELD CROSS SECTION - TYP.
LIMIT OF
EXCAVATION
4" PVC OBERVATION
PIPE
SCARIFY SURFACE PRIOR TO
PLACEMENT OF CHAMBERS
GRAVELLESS
CHAMBER
(4' x 3')3.0' MAX
1.5' MIN
6' MIN
PLAN VIEW - TYP.
OBSERVATION PIPE
GRAVELLESS
CHAMBER 'QUICK-4'
4" SDR
35 PVC PIPE FROM TANK
(1% FALL TO TRENCHES)
17 CHAMBERS PER TRENCH
PIPES TO ENTER AND EXIT IN
TOP PORT OF CHAMBER END
PLATE
INFILTRATOR
END PLATE
3'
6' min
68'
DISTRIBUTION BOX
34"
16"
12"
34"
52"
48"
(EFFECTIVE LENGTH)
INFILTRATOR(R) QUICK4(TM) CUT SHEET
12"
SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL
EFFLUENT
LINE - 4"
SCHEDULE
40 OR 4"
SDR 35
P.V.C.
SEWER
LINE - 4"
SCHEDULE
40 P.V.C.
FINISHED GRADE SLIP-ON PVC CAP
DO NOT GLUE
INSULATED
COPPER TRACER
WIRE MAY BE
INSTALLED TO
LOCATE LINE IN
FUTURE
4" PVC OBERVATION PIPE
DESIGN
4 BEDROOMS - 525 GALLONS PER DAY
2 BEDROOMS - 300 GALLONS PER DAY
TOTAL LOADING = 825 GALLONS PER DAY
TREATMENT LEVEL - TL1
SOIL TYPE - SANDY LOAM
CALCULATED AREA = (825 / 0.5 LTAR) = 1650 SF
REDUCTION 30% - CHAMBERS = 1155 SF
'QUICK - 4' CHAMBERS (12 SF PER CHAMBER) = 102
TOTAL AREA PROPOSED = 1224 SF
TRENCH SPECIFICATIONS
WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS
LENGTH OF 'QUICK-4' TRENCHES = 68 FEET = 17 CHAMBERS
TOTAL NUMBER OF 'QUICK-4' CHAMBERS = 102
PIPES PLACED IN TOP PORT
EXCAVATION
6147 BRAUN COURT
ARVADA, COLORADO 80004
PHONE: 303.908.7823
FAX: 303.206.2796
42E
Eagle County, Colorado
198 MEADOW LANE
Ben Brown
W3
3 of 3
Septic Tank Absorption Fields—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties
(198 Meadow Lane)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
7/19/2015
Page 1 of 543873004387320438734043873604387380438740043874204387440438746043873004387320438734043873604387380438740043874204387440361140361160361180361200361220361240361260361280361300361320361340361360361380
361140 361160 361180 361200 361220 361240 361260 361280 361300 361320 361340 361360 361380
39° 37' 32'' N 106° 37' 4'' W39° 37' 32'' N106° 36' 54'' W39° 37' 27'' N
106° 37' 4'' W39° 37' 27'' N
106° 36' 54'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 50 100 200 300
Feet
0 15 30 60 90
Meters
Map Scale: 1:1,150 if printed on A landscape (11" x 8.5") sheet.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
Very limited
Somewhat limited
Not limited
Not rated or not available
Soil Rating Lines
Very limited
Somewhat limited
Not limited
Not rated or not available
Soil Rating Points
Very limited
Somewhat limited
Not limited
Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at 1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle,
Garfield, and Pitkin Counties
Survey Area Data: Version 7, Sep 22, 2014
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Aug 12, 2011—Sep
22, 2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Septic Tank Absorption Fields—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties
(198 Meadow Lane)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
7/19/2015
Page 2 of 5
Septic Tank Absorption Fields
Septic Tank Absorption Fields— Summary by Map Unit — Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and
Pitkin Counties (CO655)
Map unit
symbol
Map unit name Rating Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI Percent of AOI
65 Jerry-Millerlake
loams, 1 to 6
percent slopes
Very limited Jerry (50%)Slow water
movement
(1.00)
3.1 45.3%
Millerlake (40%)Slow water
movement
(1.00)
66 Jerry-Millerlake
loams, 6 to 25
percent slopes
Very limited Jerry (50%)Slow water
movement
(1.00)
3.7 54.1%
Slope (1.00)
Millerlake (40%)Slow water
movement
(1.00)
Slope (1.00)
107 Uracca, moist-
Mergel
complex, 1 to 6
percent
slopes,
extremely s
Very limited Uracca, moist
(50%)
Filtering capacity
(1.00)
0.0 0.6%
Large stones
(1.00)
Mergel (40%)Large stones
(1.00)
Seepage, bottom
layer (1.00)
Totals for Area of Interest 6.8 100.0%
Septic Tank Absorption Fields— Summary by Rating Value
Rating Acres in AOI Percent of AOI
Very limited 6.8 100.0%
Totals for Area of Interest 6.8 100.0%
Septic Tank Absorption Fields—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and
Pitkin Counties
198 Meadow Lane
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
7/19/2015
Page 3 of 5
Description
Septic tank absorption fields are areas in which effluent from a septic tank is
distributed into the soil through subsurface tiles or perforated pipe. Only that part
of the soil between depths of 24 and 60 inches is evaluated. The ratings are based
on the soil properties that affect absorption of the effluent, construction and
maintenance of the system, and public health. Saturated hydraulic conductivity
(Ksat), depth to a water table, ponding, depth to bedrock or a cemented pan, and
flooding affect absorption of the effluent. Stones and boulders, ice, and bedrock or
a cemented pan interfere with installation. Subsidence interferes with installation
and maintenance. Excessive slope may cause lateral seepage and surfacing of the
effluent in downslope areas.
Some soils are underlain by loose sand and gravel or fractured bedrock at a depth
of less than 4 feet below the distribution lines. In these soils the absorption field
may not adequately filter the effluent, particularly when the system is new. As a
result, the ground water may become contaminated.
The ratings are both verbal and numerical. Rating class terms indicate the extent
to which the soils are limited by all of the soil features that affect the specified use.
"Not limited" indicates that the soil has features that are very favorable for the
specified use. Good performance and very low maintenance can be expected.
"Somewhat limited" indicates that the soil has features that are moderately
favorable for the specified use. The limitations can be overcome or minimized by
special planning, design, or installation. Fair performance and moderate
maintenance can be expected. "Very limited" indicates that the soil has one or more
features that are unfavorable for the specified use. The limitations generally cannot
be overcome without major soil reclamation, special design, or expensive
installation procedures. Poor performance and high maintenance can be expected.
Numerical ratings indicate the severity of individual limitations. The ratings are
shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations
between the point at which a soil feature has the greatest negative impact on the
use (1.00) and the point at which the soil feature is not a limitation (0.00).
The map unit components listed for each map unit in the accompanying Summary
by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer
are determined by the aggregation method chosen. An aggregated rating class is
shown for each map unit. The components listed for each map unit are only those
that have the same rating class as listed for the map unit. The percent composition
of each component in a particular map unit is presented to help the user better
understand the percentage of each map unit that has the rating presented.
Other components with different ratings may be present in each map unit. The
ratings for all components, regardless of the map unit aggregated rating, can be
viewed by generating the equivalent report from the Soil Reports tab in Web Soil
Survey or from the Soil Data Mart site. Onsite investigation may be needed to
validate these interpretations and to confirm the identity of the soil on a given site.
Septic Tank Absorption Fields—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and
Pitkin Counties
198 Meadow Lane
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
7/19/2015
Page 4 of 5
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie-break Rule: Higher
Septic Tank Absorption Fields—Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and
Pitkin Counties
198 Meadow Lane
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
7/19/2015
Page 5 of 5
