HomeMy WebLinkAboutEngineer's OWTS Design PlanHuddleston-Berry
Engineering & Testing, LLC
February 3,2025
Project#O1303-0106
Clayton Homes
671 23 Road
Grand Junction, Colorado 81505
Attention: Mr. Trent Bubar
Reference
OWTS Design
314 Coryell Ridge
Glenwood Springs, Colorado
Geotechnical Investigation, 314 Coryell Ridge, Glenwood Springs, Colorado by
Huddleston-Berry Engineering & Testing, LLC for Trent Bubar, November 27,
2024.
2789 Riverside Parkway
Grand Junction, Colorado 81501
Phone: 970-255-8005
Info@huddlestonberry.com
Subject:
Dear Mr. Bubar,
At your request, Huddleston-Berry Engineering & Testing,LLC completed design of an Onsite
Wastewater Treatment System (OWTS) for a new single family residence at 314 Coryell Ridge
in Glenwood Springs, Colorado. The site location is shown on Figure I - Site Location Map. A
site plan is included as Figure 2.
Site Description
At the time of the investigation, the site was occupied by an existing residence and miscellaneous
piles of debris. The topography at the site consisted of slight to moderate slopes down to the
north. Site topography is shown on Figure 2. Vegetation primarily consisted of grasses and
weeds. The site was bordered to the west and east by residential properties, and to the north and
south by Coryell Ridge Road.
Subsurface Investisation
In order to evaluate the subsurface conditions, four test pits were excavated in the vicinity of the
proposed new structure and Soil Treatment Area (STA). Using visual-tactile classification
methods, the soil profile consisted of 1.0 foot of topsoil above tan to brown, moist, medium
dense silt loam with gravel soils with a moderate granular structure that extended to the bottoms
of the excavations. The site soils are consistent with Soil Type 2 with less than 35olo rock.
Groundwater was not encountered in the subsurface at the time of the investigation. In general,
based upon the results of the subsurface investigation, HBET believes that the seasonal high
groundwater elevation is deeper than 7.0 feet below the existing grade at this site.
The locations of the test pits are shown on Figure 2. Copies of the test pit logs are included in
Appendix A.
314 Coryell Ridge
#0 r 303-01 06
02/03t25
Onsite Wastewater Treatment Svstem
Huddleston-Berry
f, .tiderld!& T.rrht! l.l.C
Seepage Bed Design
The design of the absorption system generally follows the requirements of the Garfield County
Department of Public Works as outlined in the Garfield County On-Site Wastewater Treatment
System Regulations, effective July 2018. The proposed construction at the site is anticipated to
include a three bedroom home.
Based upon the visual tactile classification of the soils, a Long-Term Acceptance Rate (LTAR)
of 0.6 will be utilized for the absorption field design. Infiltrator Systems Quick4 Standard
Chambers are proposed. The daily flow of the sewage disposal system is calculated below and a
plan and profile of the absorption system are shown on Figure 3.
Average Daily Flow = (6 persons)(75 GPD/person)
= 450 GPD
Soil Treatment Area: (450 GPD / 0.6;: 750 Square Feet
Adjusted Soil Treatment Area = (750 SFXI.2X0.7) = 630 Square Feet
# of Quick4 Chambers : (630 I t21= 53 Chambersl Use 56 Chambers
System Installation
The installation of the septic tank, plumbing lines, Infiltrators, etc. should be completed in
accordance with the Garfield County On-Site Wastewater Treatment System Regulations and
Infiltrator Systems, Inc. specifications. In addition, the following construction procedures are
recommended:
' The septic tank and distribution box should be placed level over native soils that have
been scarified to a depth of 8 to 12 inches, moisture conditioned, and recompacted to
a minimum of 95o/o of the standard Proctor maximum dry density, within +2o/o of
optimum moisture content. However, up to 3-inches of washed rock or pipe bedding
passing the l-inch sieve may be used as a leveling course under the septic tank andlor
distribution box.
' The bottoms of trenches and backfill around the septic tank and distribution box
which will support sewer or effluent lines should be compacted to at least 90 percent
of the standard Proctor maximum dry density, within +2%o of optimum moisture
content. Pipe bedding should have a maximum particle size of I -inch.
' Vehicular or heavy equipment traffic and placement of structures should not encroach
within l0 feet of the septic tank or distribution box.
Inspection Schedule
Huddleston-Berry Engineering & Testing LLC should be retained to monitor the construction of
the OWTS. The following schedule of observation and/or testing should be followed:
' Observe the absorption bed excavation prior to placement of Infiltrator chambers.
' Observe placement of the septic tank, distribution box, and all connecting sewer and
effluent lines prior to backfill. Verify proper fall between inverts.
' Observe and verify installation of the absorption bed prior to placement of cover and
backfill.
2V:\2008 ALL PROJECTS\01303 - Clayton Hones\0| 303-0106 I 14 Coryell RidgeU0O - cs\01 303.0106 OWTS020325.doc
314 Coryell Ridge
#0r303-0106
02/03/25
In conformance with Garfield County regulations, HBET will be required to provide the Garfield
County Health Department with documentation certiffing that the OWTS was placed in
conformance to the plan and profile and Garfield County regulations.
General Notes
The OWTS design was based upon the results of the subsurface investigation and on our local
experience. The design is valid only for the proposed construction.
We are pleased to be of service to your project. Please contact us if you have any questions or
comments regarding the contents of this report.
Respectful ly Subm itted :
Huddleston-Berry Engineering and Testing, LLC
Wayne D. Anderson, P.E.
Project Engineer
,,A\
@ Huddleston-Berry
trntineilnt<!ildt, I.t.C
JV:\2008 ALL PROJECTS\o1303 - Claylon Homes\o13034106 314 Coryell Ridge900 - Gw\01303-0106 OWTS020325.doc
FIGURES
APPENDIX A
Typed Test Pit Logs
Hrddleston-Berry Engineering & Testing, LLC
2789 Riverside Parkway
Grand Junction, CO 81501
970-255-800s
TEST PIT NUMBER TP-1
PAGE 1 OF 1
PROJECT NUMBER PRO,ECT LOCATION
RidoeCUENT Clavton PRO.JECT I{AME 3,I4
TEST PITSIZE
CHECKEDBY MABLOGGED BY TFC
f)ru
DATE STARTED 11tAt2t COMPLETED 1118124
NOTES
GROUND ELEVATION
GROUNDWATER LEVELS:
ATTIi'E OF EXCAVANON
AT END OF EXCAVANON
AFTEREXCAVANON _
EXCAVANON CONTMCTOR CIienI
EXCAVAnON METHOD Trackh/Backhoe
rFo-
UJo
O
Irn
3e(,
MATERIAL DESCRIPTION
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42
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Silt Loam with Organics
moderate granular structure (Soil
sitr with Gravel, tan to moist, medium
2 < 35% Rock)
Bottom of test pit at 5.5 feet.
NoN
of
o
I6
Huddleston-Berry Engineering & Testing, LLC
2789 Riverside Parkway
Crrand Junction, CO 81501
970-255-8005
TEST PIT NUMBER TP-z
PAGE 1 OF 1
PRO'ECT NUMBER PROJECTLOCANON
PRO.'ECT]\l,Ai/E RidoeCUENT Clavton 314
EXCAVATION CONTMCTOR CIienI GRoUND WATER LEVELS:
TEST PIT SIZE
LOGGED BY TEC
AT IIME OF EXCAVATION Dru
Drv
EXCAVATION METHOD
NOTES
COMPLETED 1118124 GROUND ELEVANON
CHECKEDBY MAB AT END OF EXCAVATION
AFTEREXCAVANON _
DATESTARTED 1118124
xFA
uJo
o
Fo
dJ(,
MATERIAL DESCRIPTION
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Loam with Organics
brown, moist,
(Soil Type 2 <
withLoam tan toGravel,
moderate slructuregranular 35o/o Rock)
Bottom of test at 7.0 feet.
of,
F2
o
Huddleston-Berry Engineering & Testing, LLC
2789 Riverside Parkway
Grand Junction, CO 81501
970-255-8005
TEST PIT NUMBER TP.3
PAGE 1 OF 1
PROJECT NUMBER PROJECT LOCATION
PRO.'ECTlilAME 314 Coruell RidnaCUENTClavlnn Hnmcc
EXCAVATION CONTRACTOR Client GROUND WATER LEVELS:
TEST PIT SIZE
Traekh/Bankhoe Drv
Dru
NOTES
GROUND ELEVATION
CHECKEDBY MAB
ATNME OF D(CAVANON
AT END OF EXCAVATION
AFTEREXCAVATION _
DATESTARTED 1118124 COMPLETED 1118/24
EXCAVATION METHOD
LOGGEDBY TEC
IFo-
UJo
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+8
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MATERIAL DESCRIPTION
UJ(L>0(Ful
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Silt Loam with (TOPSOTL)
brown, moist,
(Soil Type 2 <
totan medium dense,
strudure 35o/ogranular Rock)
Silt Loam
moderate
Boftom of test pit at
Foqo
5
cq
a
5o
o
az
=fJooTo
Huddleston-Berry Engineering & Testing. LLC
2789 Riverside Parkway
Grand Junction, CO 81501
970-255-800s
TEST PIT NUMBER TP4
PAGE 1 OF 1
PRO.JECT NUMBER PRO'ECT LOCANON
PRO.'ECT l.lAIIE 31 Coruell4CUENT Clavlon Homes
EXCAVAflON CONTRACTOR Client
EXCAVATION METHOD Trackh/Backhoe
GROUND WATER LEVELS:
AT NME OF EXCAVATION
AT END OF EXCAVATION
AFTEREXCAVATION _
DATE STARTED 1118124 COMPLETED 1118124 TEST PIT SIZE
CHECKEDBY MAB
Drv
DrvLOGGED BY TEC
GROUND ELEVAIION
NOTES
.E
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MATERIAL DESCRIPTION
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Silt Loam with Organics (TOPSOIL)
moderate granular structure (Soil Type 2 < 35% Rock)
with Gravel, tan to brown, moist,
test pit at 6.0 feet.
N
@N
U'f
F2
o
r
co
Huddleston-Berry
Engineering & Testing, LLC
February 3,2025
Project#01303-0106
Clayton Homes
671 23 Road
Grand Junction, Colorado 81505
Attention: Mr. Trent Bubar
Reference
OWTS Design
314 Coryell Ridge
Glenwood Springs, Colorado
Geotechnical Investigation, 314 Coryell Ridge, Glenwood Springs, Colorado by
Huddleston-Berry Engineering & Testing, LLC for Trent Bubar, November 27,
2024.
2789 Riverside Parkway
Grand Junction, Colorado 81501
Phone: 970-255-8005
Info@huddlestonberry. com
Subject:
Dear Mr. Bubar,
At your request, Huddleston-Berry Engineering & Testing, LLC completed design of an Onsite
Wastewater Treatment System (OWTS) for a new single family residence at 314 Coryell Ridge
in Glenwood Springs, Colorado. The site location is shown on Figure I - Site Location Map. A
site plan is included as Figure 2.
Site Description
At the time of the investigation, the site was occupied by an existing residence and miscellaneous
piles of debris. The topography at the site consisted of slight to moderate slopes down to the
north. Site topography is shown on Figure 2. Vegetation primarily consisted of grasses and
weeds. The site was bordered to the west and east by residential properties, and to the north and
south by Coryell Ridge Road.
Su bsu rface Investisation
In order to evaluate the subsurface conditions, four test pits were excavated in the vicinity of the
proposed new structure and Soil Treatment Area (STA). Using visual-tactile classification
methods, the soil profile consisted of 1.0 foot of topsoil above tan to brown, moist, medium
dense silt loam with gravel soils with a moderate granular structure that extended to the bottoms
of the excavations. The site soils are consistent with Soil Type2 with less than 35olo rock.
Groundwater was not encountered in the subsurface at the time of the investigation. In general,
based upon the results of the subsurface investigation, HBET believes that the seasonal high
groundwater elevation is deeper than 7.0 feet below the existing grade at this site.
The locations of the test pits are shown on Figure 2. Copies of the test pit logs are included in
Appendix A.
314 Coryell Ridge
#01303-0106
02t03t25
Onsite Wastewater Treatment System
Huddleston-Berry
I:nsinc.ri{c & I(irirs, l-l,C
Seepage Bed Design
The design of the absorption system generally follows the requirements of the Garfield County
Department of Public Works as outlined in the Garfield County On-Site Wastewater Treatment
System Regulations, effective July 2018. The proposed construction at the site is anticipated to
include a three bedroom home.
Based upon the visual tactile classification of the soils, a Long-Term Acceptance Rate (LTAR)
of 0.6 will be utilized for the absorption field design. Infiltrator Systems Quick4 Standard
Chambers are proposed. The daily flow of the sewage disposal system is calculated below and a
plan and profile of the absorption system are shown on Figure 3.
Average Daily Flow: (6 persons)(75 GPD/person)
:450 GPD
Soil Treatment Area: (450 GPD / 0.6; : 750 Square Feet
Adjusted Soil Treatment Area : (750 SFXI.2X0.7): 630 Square Feet
# of Quick4 Chambers: (630 / 127:53 Chambersl Use 56 Chambers
System Installution
The installation of the septic tank, plumbing lines, Infiltrators, etc. should be completed in
accordance with the Garfield County On-Site llastewater Treatment System Regulations and
Infiltrator Systems, Inc. specifications. In addition, the following construction procedures are
recommended:
' The septic tank and distribution box should be placed level over native soils that have
been scarified to a depth of 8 to 12 inches, moisture conditioned, and recompacted to
a minimum of 95o/o of the standard Proctor maximum dry density, within +2%o of
optimum moisture content. However, up to 3-inches of washed rock or pipe bedding
passing the I -inch sieve may be used as a leveling course under the septic tank and/or
distribution box.
' The bottoms of trenches and backfill around the septic tank and distribution box
which will support sewer or effluent lines should be compacted to at least 90 percent
of the standard Proctor maximum dry density, within +2%o of optimum moisture
content. Pipe bedding should have a maximum particle size of I -inch.. Vehicular or heavy equipment traffic and placement of structures should not encroach
within 10 feet of the septic tank or distribution box.
Inspection Schedule
Huddleston-Beny Engineering & Testing LLC should be retained to monitor the construction of
the OWTS. The following schedule of observation and/or testing should be followed:
' Observe the absorption bed excavation prior to placement of Infiltrator chambers.
' Observe placement of the septic tank, distribution box, and all connecting sewer and
effluent lines prior to backfill. Verify proper fall between invefts.
' Observe and verify installation of the absorption bed prior to placement of cover and
backfill.
2V:\2008 ALL PROJECTS\01303 - Clayton Homes\01303-0106 314 Coryell RidgeUOO - Geo\O1303-0106 OWTS020325.doc
314 Coryell Ridge
#01303-0106
02/03/25
,A@ Huddleston-Berry
Eneinc.ring<rring, l-LC
In conformance with Garfield County regulations, HBET will be required to provide the Garfield
County Health Department with documentation certifying that the OWTS was placed in
conformance to the plan and profile and Garfield County regulations.
General Notes
The OWTS design was based upon the results of the subsurface investigation and on our local
experience. The design is valid only for the proposed construction.
We are pleased to be of service to your project. Please contact us if you have any questions or
comments regarding the contents of this report.
Respectfully Submitted:
Huddleston-Berry Engineering and Testing, LLC
Wayne D. Anderson, P.E.
Project Engineer
aJV:U008 ALL PROJECTS\oI303 - Clayton Homes\oI3034106 314 Coryell Ridseuoo - G@\01303-0106 OWTS020325.doc
FIGURES
APPENDIX A
Typed Test Pit Logs
Huddleston-Berry Engineering & Testing, LLC
2789 Riverside Parkrvay
Grand Junction, CO 81501
970-255-8005
TEST PIT NUMBER TP.l
PAGE 1 OF 1
PROJECT l.lAME 314 Corvell Ridoe
PROJECT NUMBER PROJECT LOCATION
CLIENT Clavlon Homas
AT END OF EXCAVATION Drv
AFTER EXCAVATION --
TEST PIT SIZE
EXCAVAilON METHOD Trackh/Backhoe
CHECKED BY MAB
EXCAVATION CONTRACTOR Client
AT TIME OF EXCAVATION Drv
COMPLETED,I 1/8/24 GROUND ELEVATION
LOGGEDBY TEC
NOTES
GROUND WATER LEVELS:
DATE STARTED 1118124
ATTERBERG
IF(L
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48dr(,
MATERIAL DESCRIPTION
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LL
Silt Loam with Organics (TOPSOIL)
5.0
Silt Loam with Gravel, tan to brown, moist, medium dense
moderate granular structure (Soil Type 2 < 35% Rock)
test pit at 5.5 feet.Bottom
al
Fz6
JJu
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Uo
Huddleston-Berry Engineering & Testing. LLC
2789 Riverside Parkway
Grand Junction, CO 81501
970-255-8005
TEST PIT NUMBER TP-2
PAGE 1 OF 1
PROJECT NUMBER PROJECT LOCATION
PROJECT MME 314 CorvellCLIENT Clavton Homes
GROUND WATER LEVELS:
ATTME OF EXCAVATION
AT END OF EXCAVATION
AFTER EXCAVATION --
TEST PIT SIZE
Drv
DrvCHECKED BY MABLOGGED BY TEC
EXCAVATION CONTMCTOR Client
COMPLETED 1118/24 GROUND ELEVATION
NOTES
EXCAVATION METHOD Trackh/Backhoe
DATE STARTEO ,1118124
IF(L
uJo
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+8E-(9
MATERIAL DESCRIPTION
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Silt Loam with Organics (TOPSOIL)
5.0
moderate granular structure (Soil
Silt Loam wilh Gravel, lan to moist, medium dense,
2 < 35% Rock)
of test pit at 7.0 feet.
F6
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Huddleston-Berry Engineering & Testing, LLC
2789 Riverside Parkrvay
Grand Junction, CO 81501
970-255-800s
PROJECT NUMBER PROJECT LOCATION
PROJECT NAME 314 Corvell RidoeCLIENT Clavton Homes
TEST PIT NUMBER TP.3
PAGE 1 OF 1
TEST PIT SIZE
CHECKEDBY MAB
DrvEXCAVATION METHOD Trankh/Rankhne
LOGGED BY TEC
EXCAVATION CONTRACTOR Client
AT END OF EXCAVATION Dry
GROUND ELEVATION
NOTES AFTER EXCAVATION --
GROUND WATER LEVELS:
AT]IME OF EXCAVATION
DATE STARTED 1118124 COMPLETED 1118/24
IF(L
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MATERIAL DESCRIPTION
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Silt Loam with Gravel, tan to brown, moist,
moderate granular structure (Soil Type 2 < 35% Rock)
dense
Bottom of test at 6.0 feet.
Fz
I
a;
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oz
Huddleston-Berry Engineering & Testing, LLC
2789 Riverside Parkway
Grand Junction, CO 81501
970-255-8005
TEST PIT NUMBER TP4
PAGE 1 OF 1
PROJECT }.IAME 314 Corvell Ridoe
PROJECTNUMBER 01 PROJECT LOCATION
CLIENT Clavton Homes
GROUND WATER LEVELS:
AT TIME OF EXCAVATION
AT END OF EXCAVATION
AFTER EXCAVATION --
TEST PIT SIZE
CHECKED BY MAB Drv
EXCAVATION METHOD Trackh/Backhoe
DATE STARTED 11t8t24 COMPLETED 1118/24 GROUND ELEVATION
NOTES
LOGGEDBY TEC
EXCAVATION CONTRACTOR Client
ATTERBERG
LIMITS
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MATERIAL DESCRIPTION
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brown, moist,
(Soil Type 2 <
silr withLoam tan to densemedium
moderate structure 35o/ogranular Rock)
Bottom of test pit at 6.0 feet.
al
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ite Loca
)
T
.-$100.00tu.
2. Reinspection fees .... '.
(the fee doubles each time the fine is issued for the same infraction)
."$100.00/hr-
3.Inspections for which no fee is specificallY indicated
(minimum charge-I hour)
,"q*ir"d by changes, additions or revisions to plans" "$100'00/hr'
I hour)
4. Additional Plan review
(minimum charge -
.........$400.00
to 5000 cu. yd-
Other fnspecfions and Fees:
1. Inspectiins outside of normal business hours'
(minimum charge-two hours)
5. Grading Permits
M;j;r Grading - over 20,000-sq' ft' or over 5000 cu' Yd' "'
Minor Grading _r&' trr* or equal to zo,ooo sq. ft. or less than or equal
6. Manufactoted Ho*" Fee (single level)
.$100.00
..$400.00
7. Manufactured Home Fee (multi level)
Covered decks, carPorts and Patios
Unfinished basements
: :::...: ... : :H:ffi
units that are in additionto the
....$600.00
....$100.00
8. Re-roofing Fee-Residential''
8. Re-roofing Fee-Commercial'
9. Demo Permit.
10. s}Yoof the permit and plan review_fee is waived for deed restricted
,rqrrir"J *itt in the Lana Use and Development Code'
Qther Valuations per squarc f:oot qnless stated otherwise:
Garages, Pole barns, and wood storage blds'
Conditioned Garages.
32"00
.."". w'00
32.00
..24'00
F oundations/crawlsPace s
24.00
50.00
Basement conversion unfin to fin
Plan check fee basement conversron " '
Decks.
Underground Pools
Mini storage building ...
...".....,18.00
-"20"00
.-40.00
F,
..$100,00/hr'
2. Reinspection fees . '. ..
(the fee doubles each time the fine is issued for the same infraction)
$r00.00/hr-
3.Inspections for which no fee is specificallY indicated
(minimum charge-t hour)
,rqrrir"a by changes, additions or revisions to plans" "$100'00lhr'4. Additional plan review
(minimum charge - I hour)
5. Grading Permits
MajorGrading_ovet20,000.sq.ft.or'over5^0009u'Yd............$400.00
Minor Grading -lJss than or equal tJ io,boo sq. ft. or less than or equal to 5000 cu- yd' """"'$100'00
6. Manufactured Home Fee (single level) """"$400'm
7. Manufactured Home Fee (multi level)' '"'""$600'00
8. Re-roofing Fee-Residential' ""."""""'$100'00
8. Re-roofing Fee-Commereial' ' ".---,-----l:::l::.:::]{!3:ffi
9. Demo Permlt. """"""""":
10. 51yoof the permit and plan review_fee is waived for deed restricted units that are in additionto the
requited units in the Land Use and Development Code'
QtherValuptiqnspgrsquarefootunlgssstatedotberwise:
Other fnspections and X'ees:
L lnspectiions outside of normal business hours"
(minimum charge-two hours)
Garages, Pole barns, and wood storage blds' '
Conditioned Garages
Covered decks, carPorts and Patios
Uffinished basements
Foundations/crawlsPaces "'''
Basement conversion unfin to fin
Plan check fee basement conversron
Decks
Underground Pools
Mini storage buiiding
M0,00
..32.00
24.00
32.00
24.00
.. *-:-: i;':d:;H
.........18.00
..40.00
tr