HomeMy WebLinkAbout2482 Salt Creek Rd - 210730201001Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-016696-2019
Permit Type: OWTS Permit
Work Classification: New
Permit Status: Active
Issue Date: 7/12/2019 Expires: 11/12/2019
On-Site Wastewater
Treatement System
Project Address Parcel Number
2482 SALT CREEK RD, EAGLE AREA,210730201001
Owner Information Address
Thomas Viuf 902 W 23rd ST
Tulsa, OK 74107
Phone: (918) 587-0284
Cell:
Email: office@ceitulsa.com
Inspections:
For Inspections Call: (970) 328-8755
and call the Design Engineer
Engineer Phone Email
LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com
Contractor License Number Phone Email
Logan Inc loganinc04@aol.com(970) 314-3659OWTSPL-000047-20
19
Permitted Construction / Details:
Install the OWTS exactly as depicted on the LKP Engineering design stamped, signed and dated May 20, 2019, and
revised June 21, 2019 by Luiza Petrovska, PE. The system is designed to serve a three bedroom residence.
The system consists of a Valley Precast 1,000 gallon three compartment tank (Item #1000T-3CP-F-HH) equipped with
an Orenco PF50011 pump within a biotube vault with floats set to deliver approximately 90 gallons to an automatic
distributing valve (V6403A) that will alternate doses to 750 square feet of soil treatment area consisting of three
trenches with 21 Infiltrator Quick 4 Plus Standard chambers for a total of 63 chambers. Effluent will be distributed
through a 1.5" Schedule 40 PVC pipe and upon entering the chambers, will be suspended by ties to the top of the
chambers through the trench with 5/32" orifices spaced four feet apart. The last orifice will face downward with a
rock placed beneath to prevent scouring. Be sure to follow the details on the design drawing regarding the flushing
assembly and time at which the squirt test must be performed. Over excavate each trench to a depth of seven feet
and screen the material to remove cobbles and boulders to the design engineer's specification prior to mixing the
soil for placement up to a four foot level prior to placing chambers. Contact the design engineer prior to installation
to verify sewer line elevation.
Contact the Eagle County Environmental Health and design engineer at least 48 hours in advance of requesting
inspections. All inspections necessary to certify proper installation must be performed by the design engineer.
System certification in accordance with section 43.4 E-F of the ECPHA OWTS Regulations, along with a record
drawing and photos must be submitted to, and approved by, Eagle County Environmental Health prior to occupancy
of the dwelling or 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
Marc Benchimol
Date
July 12, 2019
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
Wednesday, November 20, 2019 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: EAGLE AREA - 2482 SALT
CREEK - 504152
Permit Number: OWTS-016696-2019
Inspection Date: 12/01/2020
Inspector: Lewandowski, Claire
Permit Type: OWTS Permit
Inspection Type: OWTS Final Inspection
Work Classification: NewOwner:VF Enterprises
Job Address:2482 SALT CREEK RD IVR Pin Number:188206
EAGLE AREA, CO Project:<NONE>
Parcel Number:210730201001
Contractor:Phone: (970) 314-3659 / Cell: (970) 314-3659Logan Inc
Inspection Status: Approved
Inspection Notes
The above-referenced permit has been inspected and finalized.
The Onsite Wastewater Treatment System (OWTS) was designed and installed to serve the five-bedroom residence on the
above property. Additional information about the maintenance of your septic system needs can be accessed at eaglecounty.us
link provided on the Environmental Health Department’s septic system resource page.
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 taproots, irrigation systems, and parking areas above the
soil treatment area can cause a 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. If you have any questions regarding this
information, please contact us at (970) 328-8755 and reference the OWTS septic permit number.
Inspector Comments
Added Item: Septic Tank
In conformance with approved design.
Added Item: Record Drawing
Received and approved.
Added Item: Record Photos
Request was sent for photos of tank.
Added Item: Site and Soil
No changes were required. Four feet of on site soil was removed, large rocks and boulders confirmed
as removed, remaining soil was mixed and replaced into trenches prior to trench placement. In
conformance with approved design.
Added Item: Final Certification Letter
Received and approved. Stamped, signed, and dated August 22, 2020 by Luiza Petrovska, P.E.
Tuesday, December 1, 2020
For more information visit: http://www.eaglecounty.us
Page 1 of 2
Added Item: Pressure Distribution
Valley Precast performed pump start up on June 6, 2020.
Added Item: General Plan
In conformance with approved design.
Added Item: Soil Treatment Area (STA)
In conformance with approved design.
Added Item: Identification of Systems Contractor
Installed by an Eagle County Licensed installer, Logan Satterfield of Logan Inc.
Tuesday, December 1, 2020
For more information visit: http://www.eaglecounty.us
Page 2 of 2
P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering.com
August 22, 2020
Thomas Viuf - CEI
4434 Oak Road
Tulsa, OK 74105
tviuf@ceitulsa.com
RE: Inspection of Septic System Installation
Viuf 3-Bedroom Residence
Lot 1, Viuf Subdivision
2482 Salt Creek Road
Eagle County, Colorado
Project No. 19-3328– OWTS-016696-2019
Dear Tom:
At the request of the installer, Logan Satterfield. Logan, Inc., on June 18 and 30, and August
21, 2020, we visited your property at 2482 Salt Creek Road, Eagle County, Colorado. The purpose of
our site visits was to inspect the installation of the septic system for the 3-bedroom residence. At the
time of our site visits, the residence was under construction.
The system was installed in overall compliance with the septic system design, Drawing No.
19-3328OWTS.dwg, last revised June 21, 2019. At the time of the inspection we observed the
following:
They installed 1000-gallons, three compartments, precast, concrete, septic tank by Valley
Precast with an effluent filter in the second compartment and an Orenco PF500511 high-head pump
assembly with a filter in the third compartment. The inlet of the tank had the Tee installed. The tank
access ports had corrugated, plastic risers with secured, green, plastic covers. The covers were
secured with nuts, bolts and screws. All compartments had 24 inches risers. The building sewer line
was connected to the south side of the residence under construction at about 3.5 feet east from the SW
building corner. A cleanout was constructed on the building sewer line about 1.5 feet away from the
building. The building sewer line was 4-inch diameter SCH40 PVC pipe.
The effluent line from the pump chamber to the Orenco, Automatic Distribution Valve,
V6403A, was about 69 feet, 1.5-inch diameter, sch40 pvc pipe (backfilled before inspection). The
Distribution valve was enclosed in a 24-inch diameter, corrugated plastic riser with secured, insulated
cover. The soil treatment area consisted of infiltrator chambers arranged in three trenches with 21
infiltrators in each. Four feet of the onsite reddish-brown, silty-clayey, gravelly sand with cobbles and
some boulders were overexcavated from the bottom of the trenches. The large boulders were removed
from the overexcavated soil, the remaining soil was mixed and placed back in the trenches.
The pressure dosing system consisted of 86-ft long, 1.5-inch sch40 laterals perforated at the
top with 5/32-inch holes at 4-ft intervals, suspended from the south side of each row of infiltrator
chambers. The ends of the laterals were equipped with flushing assemblies. A squirt test was
performed during the inspection. All inspection ports were installed (in the end caps of the first and
last chamber of each row of infiltrators) opposite the pressure distribution laterals.
Viuf Residence
2482 Salt Creek Road
Project 19-3328
Page 2 of 2
P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering.com
The transport lines from the Automatic Distribution Valve to each of the trenches of the STA
(Soil Treatment Area) were 1.5-inch diameter sch40 pvc.
The septic tank installation and startup of the pump system were done by Valley Precast. The
control panel for the pump was on the south side of the house, near the SW Corner.
There is no other warranty either expressed or implied.
Sincerely,
LKP Engineering, Inc.
Luiza Petrovska, PE
cc: Eagle County Environmental Health Department
E-mail: claire.lewandowski@eaglecounty.us, environment@eaglecounty.us
J:\_WP X4-LKP\_2019\19-3328OSIQ4PLUS-SOILOEX-PUMPPRESSURE.DOCX
8/22/2020
PROFILE HOLE #1
0 to 12 inches Topsoil with roots
12" to 7'8" feet Reddish-brown,
silty-clayey, gravelly sand with cobbles
and some boulders
No ground water encountered
DESIGN CALCULATIONS
DESIGN LONG TERM ACCEPTANCE RATE RATE = 0.6 GPD/SF
NUMBER OF BEDROOMS: 3
MAXIMUM DAILY FLOW = QMAX
Qmax = 3 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY
QMAX = 450 GPD
SEPTIC TANK
V = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM
USE 1000-GALLONS THREE COMPARTMENTS, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER, AND
HIGH HEAD PUMP BY VALLEY PRECAST OR EQUIVALENT APPROVED BY THE ENGINEER.
ABSORPTION AREA
BASED ON APPLICATION RATE:
A = 450GPD/0.6GPD/S.F.
A = 750S.F.
QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION
CONSTRUCTED OVER 4 FEET OF OVER EXCAVATED SOIL FROM THE TRENCHES, MIXED AND PLACED
BACK IN WITHOUT ANY LARGE BOULDERS(SEE NOTES BELOW). NO REDUCTION FOR FOR R TYPE SOILS.
SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.
USE 63 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN TRENCHES AS SHOWN ON THE PLAN.
NOTES:
1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES.
2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL.
3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL
EXTEND TO OR ABOVE FINAL GRADE.
4. EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK,
SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT
UNAUTHORIZED ACCESS.
5. THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR
TO SCHEDULING AN INSPECTION.
6. THE INFILTRATOR TRENCHES SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR.
7. EXCAVATE THREE (3) FEET WIDE TRENCHES
8. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO
ELIMINATE SMEARING.
9. THE TRENCHES WILL BE EXCAVATED TO A DEPTH OF THREE (3) FEET ON THE HIGH SIDE
OF THE EXCAVATION PLUS AN ADDITIONAL FOUR (4) FEET FOR THE SOIL
OVEREXCAVATION AND RE-PLACEMENT.
10. THE OVEREXCAVATED SOIL MINUS ANY BOULDERS ENCOUNTERED, WILL BE MIXED AND
PLACED BACK INTO THE TRENCHES TO A THICKNESS OF FOUR (4) FEET BELOW THE
BOTTOM OF THE INFILTRATOR CHAMBERS.
11. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO
THE MANUFACTURERS RECOMMENDATIONS.
12. INSTALL THE PERFORATED PRESSURE DISTRIBUTION LATERALS ACCORDING TO THE
MANUFACTURERS RECOMMENDATIONS.
13. SCHEDULE A SQUIRT TEST OF THE LATERALS
14. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT.
15. BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER.
16. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.
17. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY
ENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 .
18.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTY
ENVIRONMENTAL HEALTH DEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF
48-HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN
INSPECTION.
PROFILE HOLE NO. 2
0 to 1.5 feet Topsoil and roots
1.5 to 7'8" feet Reddish-brown, silty-clayey, gravelly
sand with cobbles and some boulders and a thin
layer ( 4 to 6 inches) of calcareous, sandy gravel at
about 4 feet.
No ground water encountered
PROFILE HOLE # 1 Sample at 48-inches, Loam, Type 2, classified as Type R-1 Option 2,
>35% - 65% Rock (>2mm) with >50% of the Rock <20mm
LTAR = 0.6 gpd/sf,
REQUIRES: Pressure Distribution, Remove, mix and replace 4 feet of the existing material
SALT CRE
E
K
R
O
A
D
PROFILE
HOLE - 2
21
INVin=7388.7'
INVin=7381'
INVin=7387'
INVin=7384'
21
21
END CAP
NUMBER OF
INFILTRATOR
CHAMBERS
PER ROW
FLUSHING ASSEMBLY
(TYPICAL)
QUICK 4 PLUS,
STANDARD INFILTRATOR
CHAMBER (TYPICAL)
DRILL ONE 1/4-INCH HOLE AT THE
INVERT OF THE FAR END OF THE
LATERAL FOR DRAINING OF THE
REMAINING EFFLUENT FROM THE
PIPE BETWEEN DOSING AND
PLACE A ROCK UNDER IT TO
PREVENT EROSION (TYPICAL)60.00'40.
0
0
'23.67'12.
0
0
'FF EL=7392.5'40.00'2
2
.
0
0
'
1
2
.
0
0
'
20.0
0'
MAIN HOUSE ASSUMED INVERT EL=7389'
(TO BE VERIFIED PRIOR TO
CONSTRUCTION AND REPORTED TO THE
ENGINEER FOR VERIFICATION OF THE
SEPTIC SYSTEM COMPONENTS)
ORENCO, AUTOMATIC DISTRIBUTION VALVE, V6403A
TO BE PLACED AT THE HIGHEST POINT TO ALLOW
EFFLUENT DRAINBACK TO THE SEPTIC TANK.
1.5-INCH SCH40 PVC
TRANSPORT LINE
AFTER THE VALVE
FIBERGLASS LID WITH
STAINLESS STEEL BOLTS
AND URETHANE GASKET
(Styrofoam insulation optional)
CLEANOUT WITHIN 5
FEET FROM THE
BUILDING
1000 GALLONS, 3-COMPARTMENTS
CONCRETE SEPTIC TANK WITH
EFFLUENT FILTER AND HIGH HEAD
PUMP ASSEMBLY BY VALLEY PRECAST
56.36'
204.58'228.54'
PROFILE
HOLE - 1
INSPECTION PORT (TYPICAL
IN THE FIRST AND LAST
INFILTRATOR CHAMBER OF
EACH TRENCH INSTALLED IN
THE OPENING OF THE CAP
OPPOSITE OF THE
PRESSURE LINE
1.5-INCH SCH40 PVC LATERAL,
PERFORATED WITH 5/32-INCH
HOLES AT 4-FOOT INTERVALS AT
THE TOP OF THE PIPE (TYPICAL)
SOUTHERLY
WETLAND LIMITS
GRADE BREAKGRADE BREAKGRADE BREAK
GRADE BREAK
222'+/- TO
PROPERTY LINE170.16'DECK736428'+/-
7384
6' MINIM
U
M
(
T
Y
P
)20.00'17 FEET, 4-INCH DIAMETER,
SCH40 PVC, BUILDING
SEWER LINE
FIRE WATER
STORAGE TANKS
ABOUT 93 FEET OF 1.5-INCH SCH40 PVC
TRANSPORT (EFFLUENT LINE) FROM THE
PUMP TO THE V6403A DISTRIBUTION
VALVE ASSEMBLY ENCASED IN 6" SCH40
PVC FOR 10 FEET ON EACH SIDE OF THE
DITCH CROSSING
7386
7388
ASSUMED
FF=7392.5'
PROPOSED
RESIDENCE
INVout=7389'
INVin=7388.7'
PRESSURE DISTRIBUTION
LATERALS
INVin=7387' top trench
INVin=7384' middle trench
INVin=7381' lower trench
OWTS X-SECTION SKETCH
N.T.S
ORENCO, AUTOMATIC
DISTRIBUTION VALVE,
V6403A, ~EL=7391'
ABOUT 56 FEET 1.5-INCH
SCH40 PVC TRANSPORT
LINE AFTER THE VALVE
ABOUT 17 FEET, 4-INCH DIAMETER,
SCH40 PVC, BUILDING SEWER LINE
ABOUT 93 FEET OF 1.5 INCH SCH40
PVC TRANSPORT (EFFLUENT LINE)
(36" WIDE TRENCH)
EL=7392'
(36" WIDE TRENCH)
(36" WIDE TRENCH)
(36" WIDE TRENCH)
INFILTRATOR SYSTEMS INC.
QUICK4 PLUS STANDARD CHAMBER
TYPICAL TRENCH DETAIL
SECTION VIEW
(NOT TO SCALE)
NATIVE BACKFILL
TOPSOIL
4'4'INFILTRATIVE SURFACE IMPROVEMENT:
EXCAVATE THE TRENCHES TO A DEPTH OF 7 FEET BELOW THE EXISTING
GRADE. MIX THE EXCAVATED MATERIAL AND PLACE IT BACK IN THE TRENCHES
TO A DEPTH OF 4-FEET BELOW THE BOTTOM OF THE INFILTRATORS.
SOIL
OVEREXCAVATION
AND
REPLACEMENT
6' MINIMUM
DUE TO STEEP
SLOPE
CUT OUT FOR PRESSURE
DISTRIBUTION LINES3-FTMAX.INFILTRATOR SYSTEMS INC.
QUICK4 PLUS STANDARD CHAMBER
PRODUCT SPECIFICATION
(NOT TO SCALE)
PRESSURIZED PIPE DRILL
POINTS LOCATIONS
(2 PLACES)
(EFFECTIVE LENGTH)
TOP VIEW
SIDE VIEW END VIEW
QUICK4 PLUS ALL-IN-ONE 12 END CAP
INSPECTION PORT
(EFFECTIVE LENGTH)
SIDE VIEW
Valve Box
Ball Valve
Sweeping Ell
FLUSHING ASSEMBLY
N.T.S.
OPEN BOTTOM
VENT CAP
OPEN BOTTOM
VENT CAP
INSPECTION PORT
4-INCH DIAMETER SDR35 WITH
PERFORATIONS ON THE BOTTOM
8-INCHES2'12"+ATTACH TO
INFILTRATOR WITH
A RING OR
SCREWS
INSPECTION PORT
N.T.S.
FINISHED
GRADE
PRESSURE
DISTRIBUTION
LINES
Survey by:
SLAGLE SURVEY SERVICES
SQUIRT TEST OF THE RESIDUAL HEAD OF THE STA BED LATERALS
REMOVE THE END CAPS OF THE FLUSHING ASSEMBLY IN ORDER TO
FLUSH THE LATERALS CLEAN FROM ANY DRILLING DEBRIS OR DIRT.
DO NOT INSTALL THE LAST INFILTRATOR CHAMBER SO THAT THE
PERFORATIONS ON THE LATERALS ARE OPEN IN ORDER TO RUN
THE SQUIRT TEST FOR THE MEASUREMENT OF THE 4-FT RESIDUAL
HEAD (+/-10%). THE PREPARATIONS FOR THE SQUIRT TEST MUST BE
READY FOR THE TEST TO BE DONE DURING THE FINAL INSPECTION.
AFTER THE TEST, INSTALL THE LAST CHAMBER ON ALL ROWS.
PUMP SELECTION
A DISCHARGE PUMP CAPABLE OF DELIVERING 14 GPM AGAINST 17
FEET OF TOTAL DYNAMIC HEAD WILL BE USED. THE ELEVATIONS
BETWEEN THE PUMP INVERT AND THE INVERT OF THE INFILTRATOR
SHOULD BE FIELD VERIFIED AND REPORTED BACK TO THE
ENGINEER. FOR THE DISCHARGE PUMP USE ORENCO, PF500511 HIGH
HEAD EFFLUENT PUMP. THE PUMP DOSING WILL BE ON DEMAND
WITH 90 GALLONS PER DOSE.
DRAWN BY:
CHECKED BY:
PROJECT NO.:
SHEET:
DRAWING NO.:
DATE:BYDESCRIPTIONDATENO.L.P.
L.P.
OWTS
19-3328
MAY 20, 2019
19-3328CIVIL.DWGONSITE WASTEWATER TREATMENT SYSTEMQUEEN TRACTLOT 1, VIUF SUBDIVISION2482 SALT CREEK ROADEAGLE COUNTY, COLORADOPREPARED FORP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.lkpengineering.comTHOMAS VIUFL.P.6-21-191.MOVE FIRE WATER STORAGECLOSER TO HOUSE AND ADJUSTSEE REVISIONS BOX
!
G The property address is 2482 Salt Creek Road, Eagle, Colorado
81631.
G Queen Tract, Lot 1, Viuf Subdivision. Eagle County
Parcel 2107-302-01-001, account number R052346.
G There weren’t any existing structures on the
property.
G The existing well
was located on the south side of the cleared building site.
G There
are no records of an existing septic system on the property.
G The topography of the leachfield site is moderate with an
average slope of about 22 percent.
G The profile holes were observed on April 24, 2019. The soil
exposed in the profile holes was as follows:
Profile Hole #1
0 to 12 inches Topsoil
12" to 7’8” Reddish-brown, silty-clayey, gravelly
sand with cobbles and some boulders
No ground water encountered
Profile Hole No. 2
0 to 18 inches Topsoil with roots
1.5’ to 7’8” feet Reddish brown, slightly clayey,
silty gravelly Sand with cobbles and some boulders
and thin layer of calcareous sandy gravel.
No ground water encountered
A soil sample taken from Profile Hole # 1 at 48-inches, Loam, classified
as Type R-1 Option 2, >35% - 65% Rock (>2mm) with >50% of the Rock
<20mm LTAR = 0.6 gpd/sf,
REQUIRES: Pressure Distribution, Remove, mix and replace 4 feet of the
existing material
G
!
G The proposed leachfield site will be located in the
Back /Side Position west of the proposed building site.
G The topography of the proposed leachfield site is moderate
and the infiltrator chambers will be installed in a trench configuration,
running along the contours.
G The vegetation within the proposed leachfield site consisted of
scrub oak forest. The site surrounding the leachfield was similar.
G The property is above Salt Creek and Salt
Creek Road, and southeast from the Town of Eagle.
G The current use is residential.
!
G
G
!
G
This site
evaluation was completed by Luiza Petrovska, PE, of LKP Engineering,
Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle,
Colorado. The phone number is 970-390-0307 and Luiza=s email is
luiza@lkpeng.com
G April 24, 2019.
G Attached
G From the well to the STA (Soil Treatment
Area or leachfield) it is about 205 feet, from the well to the septic tank
about 56 feet, STA to tank, about 136 feet, STA to building about 153 feet,
STA to the north property line about 250 feet and to the west property line
is about 147 feet.
G : Items 1-4, observed.
G
#
#
#
#
#
#
#
G Clearing part of the scrub oak
forest.
G
None known
G The
scrub oak trees were very thick with underbrush which made it hard to
select a site and locate the profile holes.
November 5, 2020
To Whom It May Concern:
We have been to the following site(s):
2482 Salt Creek Rd, Eagle
Pump startup was completed on 06/29/2020.
We have verified that the system was started properly. The System went through several
cycles with no issues.
Sincerely,
Travis Nall
Service Manager