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HomeMy WebLinkAbout113 Meadow Rd - 210507301007I'd
t Eagle County OVvTS, Systems Cleaners Reporting Form
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INDIVIDUAL SELVAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1147 —92
Please call for final inspection before covering any portion of installed system.
OWNER: Wendy Sacks PHONE: 949-5436
MAILING ADDRESS: P.O, BOX 2454, Vail, CO 81658
AGENT: Vail Valley Builders, Phil Koski PHONE: 827-4194
SYSTEM LOCATION: 0113 Meadow Road, Edwards, CO 81632 Lake Creek Meadows, Lot 9, Block 3
LICENSED INSTALLER: LICENSE NO.
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 595 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: or, 16 Infiltrators in trenches or 200 feet of 10" SB2.
Special Requirements: Absorption area must be 50' from irrigation ditch. Install
inspection portals in each trench. Risk of sinkhole activity could be increased by
wastewater disposal system.
ENVIRONMENTAL HEALTH OFFICER:�DATE:
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE 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 ZONING AND
BUILDING 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 Ill, 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: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED
PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
�Cl y' U /; �
INSTALLED ABSORPTION ORS DISPERSAL AREA: /7� `� SQUARE FEET. V � / Q�
INSTALLED SEPTIC TANK: /J60 GALLONS DEGREES FEET } 4OC'L M ea '.yp
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: D ��J// o
PROPER MATERIALS ANDASSEMBLY �/ YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: _ YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANTIAGENT:
OWNER:
AMOUNT PAID: RECEIPT C CHECK k: CASHIER:
Incomplete Applications Will NOT Be Accepted
(Site•Plan MUST be attached)
T.fG,-a s�/30/9x
ISDS Permit # //,v7- /�
Building Permit # _5 �-q i-)
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
:l':X`X`kYC�'�Y�1�1'YfY!`kk�CA�l�k'yfYC`k%CYC�i"XyeXk`k:liik�l�l�fX'�k�CYfHf'X'XyCYCHCYC;I'X'k`.C`XkYCXYCX'iCX�+t'9CYC�'A"X'y("XkiCX`A"JC�f:CX'
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE 8125.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
����Yeyt�YeYe�rYt�YYCYeYtk�eyeYt�YrycycYe�Y���r�:k�Ye:e:'��ye�ye*�ye�kYCYt:�*Yt�Yc:r��yc�Yr�e�'lc4r:��YCYc�Yt�:���4cYrYrk
PROPERTY OWNER: &%F,JUD`3 �)PC.jKS
MAILING ADDRESS: �� �y ,� iL, C �1C��8 PHONE : ` Lj
APPLICANT/CONTACT PERSON: 41L jLOUS, PWJL- Kbs,S i PHONE: I- gigLi
LICENSED SYSTEMS CONTRACTOR: UJ;II :: '!" I '" ' nS PHONE:
COMPANY/DBA : ��5� CcnST l UCl ICY ADDRESS:
kyr�K4c�kYCYcK:*�k�Yc�tyc�ck�k�tYc'�c�9r�Y�kxYtYCYc���kYckY:�cYckYcYr�c�Yt�k��YcYCYcYc�k�ycYc�kYc>:YcYtycyc�YcytYtYCYcYcycYCYcycYtYc�
PERMIT APPLICATION IS FOR: (:') NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: )J& 1�� l��r^/4��ij �C�C�/� -S ,; 0
Tax Parcel Number: C2 d ;3-01- (3()'7 Lot Size:
Physical Address: 0//,3 �=�t7�iL,�,,) P0.1 C:Z)&J )r60Si C /+ o
BUILDING TYPE: (Check applicable category)
(✓) Residential/Single Family Number of Bedrooms S—
( ) Residential/Multi-Family Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) Spring ( ) Surface
Public Name of Supplier: `iiQiY�!�r�/�,fGr;/�T/1 ✓i�JlJ1!/i�
*These systems rreequire design by a Registered Professional Engineer
SIGNATURE: _L!'4 Date: Z/ -7v
YcYckYcYl�YYCYc�YC�YXYc•kY:Yc'YC7CNCYCk'YtyCXXYCXycYcYcYciCyc>f*Yc�kYCYc:�}cyt�t'c�kYCYcYckkYckYcxX�rYcycYc�kYtkyt��k�k
AMOUNT PAID:r,RECEIPT #: /��-' DATE:
CHECK #: _��' CASHIER:
TIME LOG: TRAVEL: PERC:
FINAL:
ISDS PERMIT
C
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
OWNER: W,-O 5a",Zs
LEGAL DESCRIPTION:
MAILING ADDRESS:
TYPE OF DWELLING: NUMBER OF BEDROOMS S
TEST HOLES PRE-SOAKED: YES NO
TIME whmrn nvnmv Y..r.,
1
2
3
1
"���
2
3
11Y 1.J1LU
1
yr
2
r1iLL
3
KATE
1
2
SOIL PROFI]
01see 5b'&
2
3'
20
3,0
/5
�5
/7
?7.5
1-5<37
l,S
3.3
3.
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3. D
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42-25
, = _
lip
/o
47,
s�
r+
30.5
..
3-,
775
875
Time to drop last inch-%r
PERC RATE: ash % MINIMUM SEPTIC TANK SIZE: /5OD gi/l
MINIMU EACH FIELD SIZE: 5?5 P� J,,&. or
COMMENTS: /� rj�};��jps �� frBnaAe'S or /D�sB2
Syecia �P9. Hbsordt6Y� LPrPGi MU57 b� / T OI 11 t �/ M rewIrr oLi 1dV� i G �Ilst / 'j/M
PERC TEST D
EnvirQhment
rev. 6/90ks
Health Officer
Wer
DATE: 5-'/
lr7 iias > �9s
J
APR 30 192 15:22 FROM CHF-j'---l-1-,lORTHFRH r�LJ.-H-JEi PAGE.002
Chen ONoifhern. Inc.
(,'cnsj;:ina Engirccrzanc,
NC.�,vood Spr.rlgs, C:gn(arlo Fl1q)-,
74
SUBSOIL S-RiDY
FOR FOUNDATION DESIGiN
PROPOSED RESIDENCE
LOT 9, BLOCK 3
LAKE CREEK MEADOWS
EDWARDS, COLORADO
JOB NO. 4 247 92
APRIL 29,1992
PREPARED FOR,
WENDY SACKS
P.O. BOX 2454
VAIL CO 81658-2454
APR 30 1 92 15- 2,'--j. FRi'Q,1 CHEN-HORTHERN i.'3L1--HJD PAGE.004
fi
TNBLE OF CONTENTS
PURPOSE AND SC-'OPF, OF STUDY .......... ........... ............ I
PROPOSED CONSTRUCTION ....................... 2
SITE CONDI'nONS
,., ................................................ 2
FIELD EXPLORATION .... ............... . ., . . i— . . ......... ..... 3
SUBSOIL CONDfTIONS ................. ----- .........
SINKHOLE HAZARD ASSESSMENTY . . . ....... 4
DESIGN RECOMMENDATIONS ...... ....... 6
Spread Footing,,,; . — . ................................. ......... 6
Foundation and Retaining Walls .... ....... ...... 7
Floor Slabs � ......... .......... .......... 8
Underdrain System ...... ..................... ....... 9
Surface Drainage ..... ..................................... to
LIMITATIONS ........... ....... 10
PICTURE I - LOCA'RON OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE33 - LEGEND AND NOTES
FIGURE 4 - SWELL-CONSOLTDA'HON TEST RESULTS
TA-BI,F- I - SUMMARY OF LABORATORY TEST RESULTS
C1-,kSS1F1CA'n.ON OF SOILS FOR ENGINEERING PURPOSES
N P R 3, Cj 1 9 2 15 ' 2 FROM CHEN—HORTHERH '�LHI.dD PAGE .004
TiVBLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY .......... .. ............ ........ I
PROPOSED CONSTRUM 'ION ........................... 2
SITE COI' DMOM ............................ .............. 2
FIELD EXPLORAMN ........... ...... -- ........... -- 3
SUBSOIL CONDITIONS .......................... .................. 0,
SINKHOLE HAZARD ASSESSMENT .......... 4
DESIGN RECOMMENDATIONS ............... . .................. 6
Spread Footings .... . ................................. ........ 6
Foundation and Retaining, Walls ... 7
Floor Slabs, ....... ......... .... .........
Underdrain System .................... 9
Surface Drairtage ..... -- ... ................ .......... .... to
LIMITATIONS ........... ......... I ..... — 10
F1 LJR F ) - I - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORAT ORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 - SWELL-CONSOI-IDA'HON TEST RESI.-JI-TS
TABLE I - SUMMARY OF LABORATORY TEST RESULT'S
Cl-,kSSIFICAMN OF SOILS FOR ENGINEERING PURPOSES
APR 30 1 9 2 15:2:' FROM CHEF-]-f-A0RTHERh! GL_110D PAGE .005
PURPOSE AND SCOPE OF S'I'IJDY
This report presents the results of a subsoil study for a proposed residence to be.
located on Lot 9, Block 3, Lake Creek Meadows, Edwards, Colorado. The project site is
shown on Fig. 1. The purpose of the study was to develop recommendations for the
foundation design. The study was conducted in accordance with our agreement for
geotechwca.l engineering services to Wendy Sacks. dated :A.prjl ?, 1992. A geologic
reconnaissance was made bused on our letter to you dated April 15, 1992,
A. field exploration program consisting of exploratory borings was conducted to obtain
information on subsurface conditions. Samples obtained during the field exploration were
tested in the laboratory to determine compressibility, strength and other engineering
characteristics of the can -site soils. The results of the field exploration and laboratory testing
were analyzed to develop recommendations for foundation types, depths and allowable
pressures for the proposed buildinc; foundation. Tbe results of the field exploration and
laboratory testing are presented in the report.
This report has been prepared to summarize the data obtained during this study and
to present our conclusions and recommendations based on the proposed construction and
the subsoil conditions encountzred. 'Design parameters and a discussion of geotechnical
engineering considerations related to construction of the proposed residence are included
in the report.
APR 30 '92-' 15:24 FROM i_HEH—HORTHERH GLhdI,dr, PAGE.006
PROPOSED CONSTRUCTION
The proposed residence will be mainly a. single. story structure, above crawl space.
A basement area for mechanical equipment and storage is proposed in the middle of the
residence. Grading for the structure is assumed to be relatively minor with cut depths
between about 4 to 8 fe:et. We assurne. relatively light foundation loadings, typical of the
proposed ttTpe of constnictiOn.
If building loadings, location or grading plains change significantly from those
described above, we should be notified to reevaluate the recommendations contained iTi. this
report.
SI1% CONDITIONS
The building site is situated in an open field that has been flood irrigated in the past
near the toe of a steep slope. The field is strongly sloping down. to the east with about
10 feet of elevation difference across the building footprint. 'The steep slope is located in
the northern part of the lot. The topographic condition of the lot is indicated by the.
contours shown on Fig. 1. At the base of the steep slope are two sinkholes which roughly
correspond to an abandoned irrigation ditch line. A third sinkhole is located at the south
property line. Vegetation consists of grass and weeds in the field, brush on the steep slope
and large cottonwood trees in the abandoned irrigation Glitch west of the sinkholes.
't- .-__. _max i., ,-t._.,._.._ T.—
HPP 30 } 92 t C : ?5 F RCIM C:HE h!-NC?RTHE RN GLI-1W i
PAGE . 00
- 3 -
FIELD EXYI.-ORATION
The field exploration for the project wis conducted on April 1.0, 1992. Two
exploratory borings were drilled at the locations s.bown on Fig. 1. to evaluate the subsurface
conditions. The borings were advanced with 4-inch diameter continuous flight augers
powered by a truck -mounted Mobile B-80 drill rig. the borings were logged by a
representative of Chen -Northern, Inc.
Samples of the subsoils were taken with 1 3/8-inch and 2-inch I.D. spoon samplers.
The samplers were driven iDto the subsoils at various depths with blows from a 140-pound
hammer falling 30 inches. This test is similar to the standard penetration test described by
ASTM Metbod D-1S86. The, penetration resistance values are an indication of the relative
density or consistency of the subsoils_ Depths at which the samples were taken artd the
penetration resistance values are shown on the UU)gs of Exploratory Borings, Fig. 2_ The
samples were returned to our laboratory for review by the proj%ct en.gineer and testing.
SUBSOIL CC?NDITIONS
The subsoil conditions encountered at the site are shown graphically on Fig. 2. The
subsoils consist of about 3 to 4 feet of topsoil overlying medium to stiff clayey silt. Below
the silt, at a depth of about 8 to 9 feet, the soils 'became gravelly and then sandy below
about 16 to 24 feet. Gypsiferous siltston edro the Eagle Valley-vaporite formation
was encountered belo�y the soils at a depth of about 24 to 34 feet.
--11-:74.1% r .,1. - _.. I._..
A P P :_,C1 192 15:25 F R 0 M CHEIN-t-%l0RTHERhI i-�LHII,JD PA E.008
I. aboratory testing performed on ,,arnples, obtained from the borings included natural
moisture content, dry density, gradation analyses and writer soluble sulfate content. Results
of consolidation testing performed on relatively undisturbed drive samples of the upper silts,
presented on Fig. 4, indicate moderate compressibility under conditions of loading and
wetting, The laboratory testing is summarized in "i able i.
Tree water was encOunt<tre(I in the hnrin,gs at a depth of about 1'3 fc The upper
soils were generally moist to very moist._
SINK)-1 3LF HAZARD A.RD ASSESSMENT
Lot 9 is located on a moderately sloping alluvial fan along, the west side of West
Lake Creek valley. The fan surface on the lot slopes down to the east at about 12%, The
exploratory borings show that the fan deposits in the area are from 24 to 34 feet deep. The
fart alluvium consists of interstratified silt, clay and clayey sand with some gravelly and
cobbley zones. Formation rock, is the Pennsylvanian -age Eagle Valley Evapo rite (Tweto and
Others, 1978). The Eagle: Valley Evaporite is made up of gypsum and anhydrite which is
interbedded with micaceous siltstone and mirror dolomite. Outcrops of the rock are present
locally on the steep hillside to the north of the building site. Prior to subdivision of the
property into residential lots, the alluvial fan was an irrigated hayfield and pasture.
Remnants of the abandoned irrigation ditches, can still be seen on the property.
Ground surface depressions are present along the base of t.hc steep hillside, about
20 feet to the north of the proposed building site. A shallow surface depression is also
present in the, southern part of the lot about 150 feet to the south of the proposed building
HPP. C1 11.92 t5:'2G. FF:i]['1 C'HEN-H0PTHEF'FJ GDA-ID PHGE.009
.5_
site. Evidence of unusual ground surface feature; was not observed at the proposed building
site. The surface depressions on Lot 9, and elsewhere in the general area, appear to be
sinkholes which result from the collapse of subsurface voids in the Eagle Valley Evaporite
or from piping of the surficial sail deposits into subsurface voids,
The subsurface voids were formed by solutioning of the soluble gypsum beds in the.
Eagle Valley Evaporate by groan(hviteT circulation. The sin-kholes in the northern part of
the; lot have disrupted the old irrigation ditch and a flume was constructed to cross this area.
Based on these observations, it appears that irrigation waters, in part, have contributed to
sinkhole development.
In our opinion., the potential for sinkhole related problems is high in the immediate
vicinity of thee existing sinkholes. In these Area:., it is recomme.n.ded that construction not
be considered. Elsewhere on the lot., and at the proposed building site, it is our opinion that
the potential sinkhole hazard is low. although the- likelihood of problems appears to be
low, the owner should be aware that the proposed building site is not totally hazard free and
the residence could experience distress in the unlikely event of sinkhole development. The,
extent of damage and cost of repairs could be reduced by mitigative foundation designs
which nave a greater capacity to withstand differential ground deformation such as pites or
raft foundations. Additional exploration and analysis would be needed to better evaluate
the sinkhole hazard risk and for the mitigative foundation design.
APR .30 ' 92 Ili: 26 FRC'1M i::HEH-HORTHEPH (7i'LN61D
6
DESIGN RECOMMENDATIONS
PAGE.010
Spread Footings: Considering the suhsorl conditions encountered in the exploratory borings
and the nature of the proposed construction, the building can be founded with spread
Footings bearing on the rtatural soils. The, building loadings should be carried mainly by
continuous foundation walls and be heavily reinforced to Hrnit the effects of some
differential foundation movement.
The design and construction criteria presented belc_,w should be observed for a spread
footing foundation system. The construction criteria should he considered when, preparing
project documents,
1) Footings placed. on the undisturbed natural soils should he designed fur an allowable
soil bearing pressure of 1200 psl'. Based on experience, we expect settlement of
footing, designed and constructed as discussed in this section will be about 1 inch.
Some additional differential settlement could occur if the bearin" soils were to
become wette(.
2) The footings should have: a minimorn width of 1S inches for continuous walls and
2 feet for isolated pads.
3} Exterior footings and footings beneath unheated areas should be provided with
adequate soil cover above their bearing, elevation for frost protection. Placement of
foundations at least 49 inches below exterior grade is typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span local
anomalies such as by assuming an t,nsupported length of at least 14 feet. Foundation
r It_. fir..7 -...Fr,.-,...- I--
APR :30 ' 92 1 15: 27 F R1-1M CHE H-N 0RTHF Rhd GLhdL.1D PAGE . t11 1
_7_
walls acting r,.s retaining structures should also be designed to resist lateral earth
pressures as discussed in the "Foundation and Retaining Walls" section of this report.
5) All topsoil and any loose or disturbed soils should be removed and the footing
bearing level extended down to the firm natural soils. If water seepage is
encountered, the footing areas should be dewatered before concrete placement.
6} A representative of the sail engineer shoti.itl i�bwerve all footing
excavations prier to
concrete placement to evaluate: bearing conditions.
7,Qu1 lqtit2ri �n_c_i_Fleti_iinin Vf lls: Foundation walls and retaining structures which are
laterally supported and can be expected to undergo only a slight amount of c{eflection should
be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit
weight of SG pcf for backfill consisting of the can -kite sails. Cantilevered retaining structures
Which are separate from the residence and can be expected to deflect sufficiently to Mobilize
the fill active earth pressure condition should be designed for a lateral earth pressure
computed on the basis of an equivalent fluid unit weight of 45 pcf for backfill couisting of
the on -site soils.
All foundation and retaining, structures should be designed for appropriate hydrostatic
and stircharge pressures such as adjacent footings, traffic, construction materiats and
equipment. The pressures recommended above assume drained conditions behind the walls
and a borizontal backfill suds,.. The buildup of water behind a wall or an upward sloping
backfill surface will increase the lateral pressure irnposed on a fo ndatit)n wall or retaining
structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind
walls.
APR 30 ' 9'2 t 5: e FI?OM C:HEhJ—hdCIRTHERN GLh{l,.ID PAGE . 01 2
-a-
Backfill should be placed in uniform lifts and compacted to at least 90r% of the
maximum standard Proctor density at a moisture content near optimum, $ackfill in
pavement and walkway areas should be compacted to at least 95% of the maximum
standard Proctor density. Care should be taken not to overcompact the. backfill or use large
equipment near the wall since this could cause excessive lateral pressure on the wall. Some
settlement of deep foundation wall backfill should be expected even if the material is placed
correctly and could result in distress to facilities constructed on the backfill.
The lateral resistance of foundation or retaining wall footings will be a combination
of the sliding resistance of the footing on the foundation materials and passive earth
pressure against the side of the footirig. Resistance to sliding at the bottoms of the footings
can be calculated based on a coefficient of friction of 0.3. Passive pressure against the sides
of the footings can be ealculated using an equivalent fluid unit weight of 250 pcf. The
coefficient of friction and passive pressure values recommended above assume ultimate soil
strength, Suitable. factors of safety should be included in the design to limit the strain which
will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed
against the sides of the footings to resist lateral Ioads should be compacted to at least 95,%,
of the maximum standard Proctor density at a moisture content near optimum.
Floor Slab.: The natural on -site soils, exclusive of topsoil, are suitable to support lightly
loaded slab-on-gnade coils tructi(Xi., To reduce the effects of some differential movement,
floor slabs should be separated from all bearing walls and columns with expansion joints
which allow unrestrained vertical movement. Floor slab control joints should be used to
reduce damage due to shrinkage cracking. The requiretllents f()r joint sparing and slab
PPF' 0.C1 192 15*29 F R 0 M CHEt'd—hJORTHERt-J GL.t-lI.dU PAGE.013
-9-
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4-inch layer of free -draining gravel should be; placed beneath
basement level slabs to facilitate drainage. This material should consist of rninus 2-inch
aggregate with less than 50°r'c, passing the No. 4 sieve and less than 20/c passing the No. 200
sieve.
All fill materials for support of floor siribs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on -site scc)ils devoid of vegetation, topsoil and oversized rack.
up erdrain . tern. Although free water was encountered above probable excavation
depth, it has been our experience in rn.ountainous areas that local perched groundwater may
develop during times of hea,"v precipitation or seasonal runoff. Frozen ground during spring
runoff can create a perched condition. We recommend below grade construction, such as
retaining walls, crawl space and basement areas, be protected from wetting and hydrostatic
pressure buildup by an underdrain system_
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free -draining granular material. The drain should
be placed at each level of excavation and at least 1 foot below lowest adjacent finish grave
and sloped at a minimum 1% to a suitable gravity cutlet. Free -draining granular material
used in the underdrain system should contain less than 2% passing the No. 200 sieve, less
than 50% passing the No. 4 sieve and have a maximum size of 2 inches, The drain gravel
backfill should be at least 2 feet deep.
APR 192 15: 9 FROM C'HEN-HriRTHERH i L.NIWD PAGE.014
- 10
Surface Drainage Surface. water should not be allowed to pond on the property. The
following drainage precautions should be observed during construction and maintained at
all times after the residence has been completed:
1) The existing sinkholes should be backfilled to prevent water flow into them.
2) Inundation of the foundation excavations and underslab areas should be avoided
during construction.
3) Exterior backfill should be adjusted to near optitnutn moisture and compacted to at
least 95% of the maximum standard Proctor density in pavement and slab areas and
to at least 90% of the maximum standard Proctor density in landscape areas.
4) The ground surface surrounding the exterior of the building should be sloped to
drain away from the foundation in all directions. We recommend a minimum slope
of 1.2 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches
in the first 10 feet in paved areas. Free -draining wall backfill should be capped with
about 2 feet of the on -site soils to reduce surface water infiltration.
5) Roof downspouts and drains should discharge well beyond the limits of all backiill.
LIMITATIC)NS
This report has been prepared in accordance with generally accepted feotechnical
engineering practices in this area for use by the client for design purposes. The conclusions
and recorb..meridations submitted in this report are based upon the data obtained from the
exploratory borings drilled at the locations indicated on Fig. I and the proposed type of
construction. The nature and extent of subsurface variations s;icross the site may not become
n
APR :30 ' 9 2
15:29 FRC,[,,l
i_HEN-NORTHERN GLN1,D
F'AGF.015
evident
until excavation
-l.l-
is performed, if during construction,
fill, soil, rock or water
conditions appear to be different from these described herein, this office should be advised
at once so reevaluation of the recommendations may be made, We recommend on -site
observation of excavatiorts and foundation bearing strata and testing of structural fill by a
representative of the soil engineer.
Sincerely,
CHEN-NORTHERN, INC.
Steven L. Pawlttl:. P.E-:.
i 15222
.Reviewed By
j' • L7yr.L • �Q
���+fJF fi�3�44
Daniel E. Hardin, P.E,
SL,P/ec
REFERENCE, Tweto & Others, 1978
tTit-ne1Ncir-titprri Ir
APR 30 192 15:30
FROM CHEt.-I-NORTHERt-,] CiL[..11.,.ID
PA G E.016
Ir
Cp
uj
to
Cf
0
APR ;O 'tie 15=20 FROM CHEH—t--I0.'THEFtJ GD.-II D
PAGE . 01
75
70
65
60
IN
45
40
Boring 1 Boring 2
Elev. = 751 Elev. = 66'
5/12
5/12
WC=26
DD=94
7/ 12
WC=25
DD=95
41�UC=10
0
7/12
[WC=21
DD=102
-200=49
6/12
{
17/12
10/12
e
WC-17
Q,,
DD=104
_
SS=0.065
20/12
11/12
4'i 15 % 12
/6. 20i Q
C'
11/12 Boring 2
cont.
75
70
50
45
40
12%12
80/4
Bottom
Elev.=261
Note: Explanation of symbol_ presented on Fig. 3.
4 141 12 Chen ONorthern.,Il Logs of Exploratory Borings F
NPR 30 ' 92' 1 c : 21 FROt--1 CHEN-HORTHFRH GL_HI.ID PAGE . 018
Legend:
NTopsoil; organic silt., dark brown, moist.
VI Silt (ML�-CL); sandy, slightly clayey, medium to stiff, brown,
slightly calcareous and porous.
Silt and sand (ML-SM); clayey, gravelly, stiff, wet: brown, gypsiferous.
Gravel and clay (GC-CL); silty, sandy, medium dense, moist to wet,
shale fragments.
11 Siltstone bedrock; hard, dark grey, gypsiferous.
11 Relatively undisturbed drive sample; 2-inch I.D. California liner sample.
Drive sample; standard penetration test (SPT), 13/8-inch I.D_ split spoor
sample, ASTM D-1586.
5/12 Drive sample blow count; indicates that 5 blows of a 140-pound hammer falling
30 inches were required to drive the California or SPT sampler 12 inches.
0,5 Free water level in boring and number of days after drilling measurement
— was Trade.
Depth at which boring caved following drilling.
Notes:
1_ Exploratory borings were drilled on April 10, 1992 with 4-inch diameter
continuous flight power auger.
.2. Locations of exploratory borings were measured approximately by taping
from the building corner stakes.
?_ elevations of exploratory borings werp obtained by interpolation between
contours on the site plan provided.
4. The exploratory boring locations and elevations should be considered accurate
only to the degree implied by the method used.
S. The lines between materials shown on the exploratory boring logs represent
the approximate boundaries between material types and transitions may be gradual.
6. Water level readings shown on the logs were made at the time and under the
conditions indicated. Fluctuations in water level may occur with time.
7. Laboratory Testing .Results:
WC = Water Content (%) -200 - Percent passing No. 200 sieve
DD = Dry Density (pcf)
WSS = Water Soluble Sulfates (,)
UC = Unconfined Compressive Strength (psf)
4 247�02 1 CI-,P ANrvIhPrri Inn ~vLegend and "dotes ------- ------ �c_ J _._
APR :`,fit ' 9'2 15 FROI.1 t=HEN—HORTHERN GL--11:dD
FAGE.019
Moisture Content = 26
Dry Unit Weight = 94
Sample of: sandy si It
Fin-. Boring l @ 4 '
0
� I4
No m
upon
S
���CiitiiiG■1i�i�®i'�
M
aA 0
3
percent
pcf
t
0.1 1.0 10 100
APPLIED PRESSURL — ksf
-__
Moisture Content = 17 percent
Dry Unit Weight = 104 pcf
sample nt: sandy silty clay
From: Boring 2 @ 6'
a
tpon
we
tin-
ement
lilt
l
I
0 1 ,.0
APPLIED FIRFSSUr F ksf
7 Fig4 24�i7`i,I. _-C_D)*l�+ Y�
APR 30 192 15:32 FROM CHEN-NORTHEPN GLNWrl
PAGE.020
Qq
u
Ld
LK
11
LL
(L
�X CD :D
vo CQ/)
Ul
U(`)
ai
cn
rx
q LI:
mm.
W,
r�
I n..-t1- . U� t
--------------�CLASSIFICATION
Chen -Northern,
OF SOILS FOR ENGINEERING PURPOSIS s
Inc, ASTM besignation: D 2487 - $3
(Based on Unified Soil Classification System)
Soil
Classification
Criteria for Assigning Group Symbols and Group 1`43mes Usir)Q Lahoratory Tests"
Group
Symbol
Name*
Coarse -Grained Soils
Genvr••lg
Clean Gravels 0u_4 and 1 - CC- S3'
GVJ
Well graded gravel'
More than so% retained
on Mofe than 50% coarse
Less than 5% Sines`
No_ 200 sieve
fraction fetai sd on
Cu__4 and/o! 1->0c._3'
GP
Poorly gradf�d gravel'
No. 4 Sieve
— -- - - - ------ --.-- --
Gravets with Fint5s Finds classify as ML or MH
GM
Silty gmvol,
More than 12% fines` -- -
Fines olassify as GL or CH
GC
Clayey gravel`
Sands
Clean Sands Cu=6 and 1 _Cc=''
SW
Wcfl-graded sand'
! 0D%or more of coarse.
Less than 5% fincs° --
fraction passes No.
Gu- -.6 and/or I>Cc`-3r
SP
Poorly graded sand'
4 sieve
-" -- — -
Sands with Fines Fines classify as ML or MH
.5M
Silty sand'
More than 12% fines"
-
Fines classify as CL or CH
SC
Clayey sand`
Finc-(',rained SbiiS
Silts and Clays
inorganic Pl-.-..7 and plots on or above
CL
Lean clay" i "
50% or morn passes the
Liquid limit less than SO
"A" tine'
No. 200 sieve—
Fi _-4 or plots below "A"
fAL
Silt" t u
fine'
organic Liquid limit=oven dr"red <A 75
OL
organic clay" `" «
Llglaid limit - riot (jrled
Organic silt" ` «'
Silts and Clays
inorganic Pf plots on or above "A" line
CH
Fat clay`
Liquid limit 50 or more
-
- --
PI plots below "A" line
MH
Elastic silt"
organic Liquid limit "oven dried M10 75 OH
organic clay""
Liquid limit - nut dried
—
organic sift'
Highly organic soils Primarily organic matter, dark in color, and organic odor
PT Peat
•g,3yed on the material passing the 3-in. (75-mm) sieve
Cc (P,�N
k -
D
'it Atlerbcrg limits plot in hatoned araa, sgtl is a CL-ML.
-it tiy}Q sample oorttaicMW C4t7MtC.' or eouldera, o<Uotn,
0 C " tq
silty clay.
add -with cobtgera or boulders, or both" to group name.
'If soil oont?ins 15 to 2946 plus No. 200. add '•with sand- or
`Gravels With S t0 I?%fihel require OVal symbols:
'It aoif contains ti15%sand. (Wd "with to group
'with gravel". whiol)evei is predominant.
GVYGM w9li-graded gravei with silt
rtarne'
1'scif 000tainS =30% plu; No. 200, peedominAnVy Sand.
(3W-C-0 well -graded praysf Wttn clay
`if llnes classify as 01.4AL, use dual ,y1nbO GC•Gki. or
add -sandy to group name.
GP -GM powly graoW grvwsl with :itt
sc-Std-
"It soil contains plus No. 200, predominantly gravel,
Co ff pghy graded gravel with clay
-If tines ara organic, add "with organic fire!" to group
ado "gravelly" to group name.
"Sands With 5 to 12% fincs requite dual bymb4ls:
°ama..
'Pi--4 and plots on er above "A' line,
SW-$M wpil graded san4 with Gill
'f1 sell Con gins'=15%gravaf, add -with gra al to group
'Pl <4 or plws bolo* "A" lino.
SW -SG "It -Oradell Eafld with (;lav
name_
'PI Alols on or 4WVl; "A" tire.
SP.$M penrfy Graded sand wish silt
'Pi Plots balOw "A" tine.
SP-SC paeAy gr44nd song with clay
SIEVE ANALYSIS 60
SCREEN -IN 1 SIEVI! W),
100
m
2
vi to
a
r_
ifi 4g
u
0
j0 10 s r 0 7.5 010
PARTICLE SIZI; IN MILLIMETERS
_ fJt� r5 _ 20f) GIl`_
w ri.r- 0075 b= L1x
p...Ii.l, 0w
50
/
tini-grldrwd faactlon of rorrso-grrhtied-
Syk
Opp,
i
Eavatwn of --lift
W_nizoM3t at Pt - 4 IQ L;.
then PI = 0.73 (U-M
```ppp
c7
(-quation Gu f ""-tinr; .�
Vertioat at LL = 15 tq PI = 7
Than PI = 01 ILL-8)
}
MH 6
C1H
fV1 L
(D L
'L-ML,
10
7
4
0
0
10 tE 29 3V 40 111) bu 'V 0V
LIQUID LIMIT (LL)
10
1147-92 - Parcel #2105-073-01-007, Lake
Creek Meadows, Lot 9, Block 3, Sacks
0113 Meadow Road, Edwards, CO
JOB NO.
4
IOB LOCATION
L O
C
o�
�� �� C
DATE STARTED
DATE COMPLETED
DATE BILLED
5- �-
4q-5436
4
i Cf
JOB COST SUMMARY
TOTAL SELLING PRICE
S 9
- '
TOTAL MATERIAL
TC
U
rl
i S n
I
JOB FOLDER Product 278 ®ce NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 a
JOB FOLDER a/ ► -7-;?3"q
-#-- //-17 -,Vd,5 IS
C
O
PLAY STRUCTURE I FOUND N0. 5 REBAR
/ WITH WASHER
Y r
/ MR
PEE ,
% 34.2
4
3z .h`1' / / SCALE: 1 " = 30'
oPO
P DATE OF SURVEY: 4/07/92
CROSS ELECTRIC ASSOCIATION,• ` INC. do
EAGLE VALLEY TELEPHONE COMPANY / / • / / i' j RIG BY & E EMENT
OOK 239/ EDGE GRAVEL ROAD
/
t /
ARBED WIRE FENCE DITCH �� Ta L L
j�7
CURVE DELTA
8" RADIUS
.� C1
T '1340 Ob585.00
FOUND NO. 5 REBAR
WITH WASHER C2 60003,000
" 285.00r
r
• ( / oti.1 C3 90000025.000
48' CMP
C4 15.25" 00" 400.00
� r " r
\ C5 41 46 00 135.00
EDGE GRAVEL ROAD /
EDGE OF \ \
/ TREE LINE �> \ / �� 1 \ / C6 27'54`48" 195.00'
d-1'vfl,�
115.3 ` / O•
rt .-11'S ri
co
49.4
1 - i T hu. �-rw. (,Ol �
, V,
12" CMP
i o
o
(POWER .
POLE �F,G� (T I-i -73, . �l
� � t U' o>
GUY `f
WIRE
i 103.9 f 1�• ►�
LENGTH
TANGENT
CHORD
CHORDLEN
88.49'
44.33'
S2018'00"W
88.40'
298.70'
164.71'
S54'39'30"W
285.22'
39.27'
25.00'
N50'19'00"W
35.36'
107.63'
54.14'
N2'23'30"E
107.30'
98.41'
51.51'
N30059'00'E
96.25'
95.00
48.46`
S37'54'36"W
94.06'
i
l
RECEIVED
ApR 2 4 1992
EAGLE COUNTY
COMMUNITY DEVELOPMENT
/
FOUND NO. 5 REBAR \ / C_ (it)4
WITH WASHER
BASIS OF ELEVATION
ASSUMED 100.0 I ' \�, 1 �ite:Plan
N 0519'00" w 6L� cti t - Y ELLISON & CO....'
- LANC. DES! G N S B
45.90
o. tax 2677 ■ vail, colorado ■ 81658 ■ 476 - 3258
51� ,-
98 POST . 0" w 179_a4' PARTIAL TOPOGRAPHIC SURVEY
S 84 41 0
30' CMP - - -�� =--.5 LOT 9, BLOCK
LAKE CREEK MEADOWS
NOTICE: - EAGLE COUNTY, COLORADO
A,cordinq to Colorado lave ,ou must commence any legal action based upon _any defect
,`e `�' in this survey within threlypars after you f first discover such .3pfFct. Tn no ?vent,
41199 HIGHWAY 6 h 24. EAGLE-VAIL �, A00V may ally action based upon #y defect 1n thts S%;rvey t)e cr�enrPd rn,rP t1tan ten years
P.O. BOX 1230 tram the date of Lhe certitcntif)n sti�wn t•=rpor+.
BIGGS_4 8/92
EDWARDS. CO. 81632
1842
(303)949-1406 --
Work Classification: NewPermit
P.O. Box 4838
Edwards CO 81632-4838
Address Owner Information
Permit Status: Active
Project Address
210507301007
Permit Type: OWTS Permit
Permit NO. OWTS-5-12-7552
Expires: 10/6/2012 Issue Date: 6/8/2012
Parcel No.
000113 MEADOW RD EDWARDS AREA, CO
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: (970)569-3189
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
949-5072INTERMOUNTAIN ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
SCHOFIELD EXCAVATING (970)524-3478 Yes25-08
RICK CUNNINGHAM
Permitted Construction / Details:
Install exactly as depicted on the Inter-Mountain Engineering design drawings dated June 8, 2012, project
#12-0019.
The installation consists of a 1,000 gallon, two compartment concrete septic tank with 900 square feet of
soil treatment area credit via 45 Infiltrator Q-4 chambers in two shallow trenches that are serially
connected.
Do not cover any portion of the system before inspection by the engineer.
Engineer certification of proper installation and as build drawings are required prior to the use of the
system.
An alteration permit will be required to connect a future garage with apartment to this system without
change to the absorption area. Owner must keep irrigation and animals away from the soil treatment area
to prevent premature failure.
Issued by: Environmental Health Department, Eagle County, CO
June 08, 2012
Date
Customer Copy
Terri Vroman
CONDITIONS:
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: NewPermit
P.O. Box 4838
Edwards CO 81632-4838
Address Owner Information
Permit Status: Active
Project Address
210507301007
Permit Type: OWTS Permit
Permit NO. OWTS-5-12-7552
Expires: 10/6/2012 Issue Date: 6/8/2012
Parcel No.
000113 MEADOW RD EDWARDS AREA, CO
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: (970)569-3189
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
OWTS Final Inspection 095
PhoneEngineer(s)
949-5072INTERMOUNTAIN ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
SCHOFIELD EXCAVATING (970)524-3478 Yes25-08
RICK CUNNINGHAM
Permitted Construction / Details:
Install exactly as depicted on the Inter-Mountain Engineering design drawings dated June 8, 2012, project
#12-0019.
The installation consists of a 1,000 gallon, two compartment concrete septic tank with 900 square feet of
soil treatment area credit via 45 Infiltrator Q-4 chambers in two shallow trenches that are serially
connected.
Do not cover any portion of the system before inspection by the engineer.
Engineer certification of proper installation and as build drawings are required prior to the use of the
system.
An alteration permit will be required to connect a future garage with apartment to this system without
change to the absorption area. Owner must keep irrigation and animals away from the soil treatment area
to prevent premature failure.
Office Copy
June 08, 2012
Issued by: Environmental Health Department, Eagle County, CO Date
Terri Vroman
CONDITIONS:
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
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
i A
liml
EAGLE COUNTY
P.Q. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM
OWTS PERMIT # - 1 f - 5 . BUILDING PERMIT #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00
This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final
Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or
consultation is needed. The re -inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: Rick Cunningham
Mailing Address: 113 Meadow Road, Edwards, CO
Phone:
970.569.3189
email rbcunningham@yahoo.com
Registered Professional Engineer: Jeff Spanel Phone: 970.949.5072
Applicant or Contact Person: Jeremiah Wendell
Licensed Systems Contractor: Levi Schofield
Company / DBA:
Schofield Excavation Inc
Mailing Address: PO Box 612, Gypsum, CO 91637
Phone: 970,445.0229
LiceneeF#
Phone: 970.471.2707
email LFS@schofex. com
Permit Application is for: x New Installation Alteration Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description: Lot 9, Block 3, Lake Creek Meadows Subdivision
Tax Parcel Number: 2105073-01-007
Assessor's Link: www.ea>;lecounty.usipatie!
Lot Size:
4.960
Physical Address: 113 Meadow Road, Edwards, CO 81632
Building Type: x Residential / Single Family Number of Bedrooms: /
Residential / Multi Family Number of Bedrooms:
Commercial / Industrial* x Type of Use: Agricultural
*These systems require design my a Registered Professional Engineer
Type of Water Supply: Private Well Spring Surface x Public
If Public Name of Supplier: Lake Creek Metro Water
Applicant Signature:
Office Use Only 952-
Amount Paid: O Receipt #: Check #: Date: S 1 Z
************************************************************************************
PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM
OWTS PERMIT # _________________________ BUILDING PERMIT # __________________________
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE $400.00
This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final
Inspection. Additional fees may be charged if a re-inspection is necessary, or a pre-construction site visit or
consultation is needed. The re-inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: ___________________________________ Phone: __________________________
Mailing Address: __________________________________ email ______________________________
Registered Professional Engineer: ____________________________Phone: _____________________
Applicant or Contact Person: ____________________________ Phone: _______________________
Licensed Systems Contractor: ___________________________ License # _____________________
Company / DBA: ___________________________________ Phone: __________________________
Mailing Address: ____________________________________email ____________________________
Permit Application is for: ____ New Installation ____ Alteration ____ Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description: ____________________________________________________________________
Tax Parcel Number: __________________________________ Lot Size: ______________________
Assessor’s Link: www.eaglecounty.us/patie/
Physical Address: _____________________________________________________________________
Building Type: ____ Residential / Single Family Number of Bedrooms: _____
____ Residential / Multi Family Number of Bedrooms: _____
____ Commercial / Industrial* Type of Use: ________________________
*These systems require design my a Registered Professional Engineer
Type of Water Supply: ____ Private Well ____ Spring ____ Surface ____ Public
If Public Name of Supplier: _____________________________________________________________
Applicant Signature: __________________________________________________________________
*************************************************************************************
Office Use Only
Amount Paid: ___________ Receipt #: ________ Check #: _________ Date: ____________
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
July 2, 2012
Mr. Ray Merry
Eagle County Environmental Health Department
PO Box 179
Eagle, CO 81631‐0179
Via Email: ray.merry@eaglecounty.us
Re: Cunningham Residence ‐ septic system for stable
Lot 9, Block 3, Lake Creek Meadows.
Permit No. OWTS‐5‐12‐7552
Project No. 12‐0019
Dear Ray:
Inter‐Mountain Engineering prepared the design for the Individual Sewage Disposal System
(ISDS) to serve the stable and future garage/apartment for Rick and Diane Cunningham. The
ISDS was constructed by Scholfield Excavating. An Inter‐Mountain representative visited the site
to observe the construction on June 20, 21 and 26, 2012. The following photographs were taken
during the site visits:
Septic tank (6.20.12) – note culvert extends beyond septic tank.
Mr. Ray Merry
Lot 9, Block 3, Lake Creek Meadows.
Permit No. OWTS‐5‐12‐7552
Project No. 12‐0019
July 2, 2012
Page 2 of 3
Infiltrator trenches (6.20.12)
Serial connection of Infiltrators (6.20.12)
Mr. Ray Merry
Lot 9, Block 3, Lake Creek Meadows.
Permit No. OWTS‐5‐12‐7552
Project No. 12‐0019
July 2, 2012
Page 3 of 3
System after backfill (6.26.12) – note lids changed to cast iron as specified.
On June 21, measurements were taken to locate the system and the attached drawing was
updated to reflect these measurements.
The system appears to have been constructed in substantial conformance with the permitted
plans. We would be happy to provide any further information or answer any questions.
Sincerely,
Inter‐Mountain Engineering
Jeffery M. Spanel, PE
Vice President
CC: Dr. Richard Cunningham, Jeremiah Wendell
SPRING PL A G
/HO Y CSS/EL TRI ASSOCIATION, INC. &
yE GLE �AL� T EPHONE COMPANY /
R HT —OF —WAY & EASEMENT
OK 39, PAGE 2-78 /
zj
R 135. 00 / ��/ / / ��// // / / / / 11 FRREB"IF�E/
L=98.41' ///
Tan= 51.5
o
�'. 0 0
PROPOSED
n STABLE WITH X/
WATER CLOSET
SAND BATHROOM ° / / /
C
i ° r CLEAN —OUT
/ I /
I lV
CI' FUTURE
GARAGE &
1 BDRM
APMT
pt
I �S_
I I I
� I
—400.00
=107.63' � I
an=54.14 I 1- / I
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ISDS DESIGN
LOT 9, BLOCK 3
LAKE CREEK MEADOWS
EAGLE COUNTY, COLORADO
CLIENT. RICK AND DIANE CUNNINGHAM
This document was prepared for the exclusive use of the Client specified
hereon. The use of this document or the information contained herein by any
other person or entity is not authorized. In the event that any other person
or entity desires to use this document or the information contained herein for
any purpose they must first obtain written authorization from Inter —Mountain
Engineering. This document and any information contained herein is intended
to be used within one year of the date hereof. Use after that period is not
authorized.
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Inter -Mountain
ENGINEERING
Civil Engineers & Surveyors
40801 US HWY 6&24, SUITE 203 BOX 978 AVON, CO 81620 PH: (970)949-5072
6551 S. REVERE PARKWAY, SUITE 106 CENTENNIAL, CO 80111 PH: (303)948-6220
NO. DATE REVISION BY
r
1 e, County Systems Gleaners Reporting Farm
(Pl( ase Print)
Name of Systems Cleaner ALC't
Name -of Service Person
Date of Service17'.._
Date of Inst ation
Property Owner
Physical. Address
Lot 9 (4
Ff/LtGLI
if
Won r
oum Telephone #_
G �I� (� v� w ca r o� s
Subdivision L-OL(O'ce-
�-i e_ajows
Estimated Tank Size I;t-1�
() Material of Tank
# of Manholes
Estimated Volume Pumped / _S G o
Sludge Thickness 3 inches
Baffle or Sanitary Tee in Place? Inlet
Effluent Filter in Place?
Dosing Mechanism Pimp
Dosing Mechanism I Alarm Functiom'ng Properly
Previous Pumping Date, if own g ^?
Location of Septag'e Di9posal
General Comments (include any
40
couK F-v--
signs of fail
Depth to Manhole Covers ,
# of Compartments ;LW-:�t
ep
Scum Thickness � inches
5
� outlet UNK
N
Siphon ne�
ry N
201 Z
vD S Sri nA a& Syw+w►i �- C
ure and all work in additi
I certi that to the best of my knowledge the above information is true and correct,
u
. Was Fci
on to pumping)
Sketch (Location of Tank)
L'
Sign
- IIIIIIIIIIIIIIIIIIIIIllilllllllllllllllllll111,1111111111111 I I I I I I I I I I I I I I I I I I I dompiplophopopdomar""o 1
Date �—I �_
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-027760-2023
Permit Type: OWTS Permit
Work Classification: Major Repair
Permit Status: Active
Issue Date: 8/28/2023 Expires: 12/26/2023
On-Site Wastewater
Treatement System
Project Address Parcel Number
113 MEADOW RD, EDWARDS AREA,210507301007
Owner Information Address
Richard & Diane Cunningham Phone:
Cell: (970) 389-6254
Email: rbcunningham@yahoo.com
Inspections:
For Inspections Call: (970)
328-8755
Engineer Phone Email
Intermountain Engineering, Jeffery Spanel (970) 949-9940 jspanel@inter-mtn.net
Contractor License Number Phone Email
Alpha Excavation LLC alpha1excavation@gmail.
com
(970) 471-6292OWTSPL-000224-20
23
Permitted Construction / Details:
Install the new soil treatment area exactly as depicted in the Intermountain Engineering design dated August 26th,
2023, stamped and signed on August 28th, 2023 by Jeffery M Spanel, PE. This soil treatment area is designed to
replace the STA originally permitted under #1147-92IS to serve the 5 bedroom residence.
The OWTS consists of one existing sewer line from the residence and an existing 1,500 gallon tank. The STA
consists of a bed with 4 rows of 26 Infiltrator Quick4 Plus Standard chambers for a total of 104 on natural soils.
Inspection ports should be present in each corner of the bed.
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 or occupancy of the dwelling.
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
August 28, 2023
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
Monday, August 28, 2023 1
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…1/17
Proper ty Information
https://property.eaglecounty.us/assessor/taxweb/search.jsp
113 Meadow Road, Edwards, CO 81632
2105-073-01-007
4.96
Application For Onsite Wastewater Treatment
System- New OWTS, Major, and Minor Repairs
INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED
It is recommended that you apply for an OWTS Permit and Building Permit concurrently. State law requires
the OWTS Permit to be issued prior to the Building Permit. OWTS Permits expire after 120 days without an
active building permit.
Physical Address *
Tax Parcel Number:*
Lot Size:
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…2/17
Residential/Single Family
Residential/ Multi Family
Commercial/Industrial
Other:
5
Private Well
Public
Spring
Surface
Lake Creek Metropolitan District
Ownership and Contact Information
Building Type:*
Number of Bedrooms (if residential), or type of use (if commercial)*
Water Supply:*
If Public, Name of Supplier
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…3/17
Richard & Diane Cunningham
970.389.6254
113 Meadow Road, Edwards, CO 81632-8121
rbcunningham@yahoo.com
Jeffery M. Spanel PE
970.949.5072
jspanel@inter-mtn.net
Proper ty Owner *
Owner Phone Number *
Owner Mailing Address
Owner Email Address *
Applicant/Contact Person:*
Applicant Phone Number *
Applicant Email Address *
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…4/17
Licensed Systems Contractor
Only Licensed Systems Contractors approved by Eagle County are authorized to perform work on OWTS in
Eagle County. A list of
Licensed Systems Contractors is available on the website:
https://drive.google.com/le/d/1avu8QVUecGCiUTYK3FE3JiVKBO5AlLca/view?usp=sharing
Alpha Excavation, Inc. OWTSPL-000224-2023
970.471.6292
TBD
Licensed System Contractor Name/ License #*
Contractor Phone Number *
Contractor Email *
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…5/17
New Installation- $1423 - New Builds of Residence or ADU
Major Repair- $1023 - Full OWTS or Soil Treatment Area (STA) repair or replacement
Minor Repair- $623- Tank Replacement Only
Alterations - Alteration- $623- Bedroom Additions/ADU Additions/Remodels to an existing permitted
OWTS.
Small Repair- $223 - Sewer pipe replacements, pump replacements. Like-for-like replacement of
component in the original Professionally Engineered Design. Does not change the way the system
was designed to function. may include connections to auxiliary structures that do not increase daily
ow rate.
Work that does not require a permit includes : adding risers and/or tank lid replacements, tee
replacement, cleanout replacements, and very minor ve feet or less of straight sewer pipe
replacement where the contractor will submit scope of work and before and after photos to ECPHA
New Installation- $1423 - New Builds of Residence or ADU
The State Law requires that the OWTS permit be issued before the building permit is issued. If your
application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the
building permit.
Eagle County Board of Health declares that its general policy is to require the use of public sewer
systems where and whenever feasible and to limit the installation of OWTS only to areas that are
not feasible for connection to public sewer. Eagle County will not issue an OWTS permit where the
structure to be served is within the applicable Water and Sanitation District that provides public
sewer, unless the public service provider is not willing to serve the structure, and authorizes the use
of an OWTS.
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
OWTS Permit Application is for
(For definitions of permit type go
to https://docs.google.com/document/d/10KeutJAAb3GKeDvynMjuAiW6aek4-
n3Utn723ulspIs/edit?usp=sharing)
*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…6/17
Jeffery M. Spanel PE
jspanel@inter-mtn.net
jspanel@inter-mtn.net
All of the Following Must be Summitted to be Considered a Complete Application:
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
Professional Engineer Name:*
Engineer Phone Number:*
Engineer Email:*
Satisfactory design with site plan and soil profile results from a Colorado Registered
Professional Engineer will be submitted
*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…7/17
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit/
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Major Repair- $1023
Full Replacement of the System or Tank and/or Soil Treatment Area (STA) repair or replacement.
Tank Only Replacement is considered a Minor Repair.
Environmental Health Prioritizes the Review of Repair Applications and Designs
“Repair” means restoration of functionality and/or treatment by reconstruction, relocation, or replacement
of an on-site wastewater treatment system or any component thereof in order to allow the system to
function as intended.
The $1423 Permit Fee will submitted *
I agree and understand that:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…8/17
Emergency Use Permit May Be Required
Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit
authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed
the period stated in the repair permit. Such an emergency use permit may be extended, for good cause
shown, in the event repairs may not be completed in the period stated in the repair permit through no fault
of the owner or occupant and only if the owner or occupant will continue to make repairs to the system.
Malfunctioning. The OWTS or component within is not performing as designed, but not failing
Failing. Sewage is leaking on the gound, into the ground untreated. Sewage is backing up into the
house. Euent is ponding, daylighting, or being disposed of without secondary treatment from a
STA.
Other:
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
The system is *
If the system is failing please describe any emergency use steps being taken.
Professional Engineer Name:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…9/17
All of the Following Must be Summitted to be Considered a Complete Application:
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
Engineer Phone Number:*
Engineer Email:*
Satisfactory design with site plan and soil profile results from a Colorado Registered
Professional Engineer will be submitted
*
The $1023 Permit Fee will submitted *
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…10/17
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit/
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Minor Repair- $623- Tank Replacement Only
“Repair” means restoration of functionality and/or treatment by reconstruction, relocation, or replacement
of an on-site wastewater treatment system or any component thereof in order to allow the system to
function as intended.
Please note: repairs or replacement of the Soil Treatment Area are considered a Major Repair, other
components may qualify for a small repair permit
Emergency Use Permit May Be Required
Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit
authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed
the period stated in the repair permit. Such an emergency use permit may be extended, for good cause
shown, in the event repairs may not be completed in the period stated in the repair permit through no fault
of the owner or occupant and only if the owner or occupant will continue to make repairs to the system.
I agree and understand that:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…11/17
Malfunctioning. The tank or component within is not performing as designed, but not failing
Failing. Sewage is leaking on the ground, into the ground untreated. Sewage is backing up into the
house. Tank is not water-tight.
Other:
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
The tank is *
If the system is failing please describe any emergency use steps being taken.
Professional Engineer Name:*
Engineer Phone Number:*
Engineer Email:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…12/17
All of the Following Must be Summitted to be Considered a Complete Application:
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Alteration- $623
Bedroom Additions/ADU Additions/Remodels to an existing permitted OWTS.
Satisfactory design with site plan from a Colorado Registered Professional Engineer will be
submitted:
*
The $623 Permit Fee will submitted *
I agree and understand that:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…13/17
State Law requires that the OWTS permit be issued before the building permit is issued. If your
application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the
building permit.
ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED
PROFESSIONAL ENGINEER.
https://www.eaglecounty.us/environmentalhealth/septicsystems
All of the Following Must be Summitted to be Considered a Complete Application:
Existing OWTS Permit Number of Alteration:*
Professional Engineer Name:*
Engineer Phone Number:*
Engineer Email:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…14/17
Electronically (preferred) to environment@eaglecounty.us
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit/
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
Engineer’s design is required before a permit will be issued.
Small Repair- $223
Sewer pipe replacements, pump replacements. Like-for-like replacement of component in the original
Professionally Engineered Design. Does not change the way the system was designed to function. May
Satisfactory evaluation of existing design and proposed changes required with site plan and soil
profile results from a Colorado Registered Professional Engineer will be submitted
*
The $623 Permit Fee will submitted
I agree and understand that:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…15/17
include tanks. May include connections to auxiliary structures that do not increase daily ow rate.
All repairs and connections must be completed by a licensed Eagle County OWTS Contractor.
State Law requires that the OWTS permit be issued before the building permit is issued. If your
application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the
building permit.
All of the Following Must be Summitted to be Considered a Complete Application:
Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth
By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631
Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle
Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel
Existing OWTS Permit Number:*
Describe the repair work to be done:*
The $223 Permit Fee will submitted *
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…16/17
The State Law requires that the OWTS permit be issued before the building permit is issued.
Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the
building permit. It is best to submit the building permit to Community Development concurrently
with this permit as most building permits have longer review times.
An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair,
or alteration work is performed. The contracted Licensed Systems Contractor must receive the
permit from ECEH before the OWTS is installed.
Completing this application does not constitute a permit. Eagle County’s review and approval of the
work and existing PE design is required before a permit will be issued.
Work that does not require a permit
May Include: adding risers and/or tank lid replacements, tee replacement, cleanout replacements, and very
minor ve feet or less of straight sewer pipe replacement where the contractor will submit scope of work
and before and after photos to ECPHA
All work on a OWTS must be completed by a licensed Eagle County OWTS Contractor.
I agree and understand that:*
Existing OWTS Permit Number: (if not known please state so)*
Describe the repair work to be done:*
8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs
https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…17/17
Photos of before and after will be submitted to Eagle County Environmental Health
environment@eaglecounty.us
Only an Eagle County Licensed Systems Contractor must perform work on an OWTS.
Any additional work may require a permit and will be submitted for review to Eagle County EH
This form was created inside of Eagle County Government.
I agree and understand that:*
Forms
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: EDWARDS AREA - 113
MEADOW - 525105
Permit Number: OWTS-027760-2023
Inspection Date: 08/31/2023
Inspector: Salinsky, Danielle
Permit Type: OWTS Permit
Inspection Type: OWTS Final Inspection
Work Classification: Major RepairOwner:Richard & Diane Cunningham
Job Address:113 MEADOW RD IVR Pin Number:199853
EDWARDS AREA, CO Project:<NONE>
Parcel Number:210507301007
Contractor:Phone: (970) 471-6292 / Cell: (970) 471-6292Alpha Excavation LLC
Inspection Status: Approved
Inspection Notes
Inspector Comments
Added Item: Septic Tank
Existing tank to be used. Risers added to bring to grade. Inlet had settled so this was to be repaired
and elevation recorded.
Added Item: Record Drawing
Received 9/8/2023 from Inter-Mountain Engineering.
Added Item: Record Photos
Received 9/8/2023 from Inter-Mountain Engineering.
Added Item: Site and Soil
Received 8/28/2023 from Intermountain Engineering.
Added Item: Final Certification Letter
Received 9/8/2023 from Inter-Mountain Engineering.
Added Item: General Plan
Received 8/28/2023 from Intermountain Engineering.
Added Item: Soil Treatment Area (STA)
Passed 8/31/2023. The STA consists of a bed with 4 rows of 26 Infiltrator Quick4 Plus Standard
chambers for a total of 104 on natural soils.
Added Item: Identification of Systems Contractor
Tuesday, September 12, 2023
For more information visit: http://www.eaglecounty.us
Page 1 of 2
Alpha Excavation was the licensed installer.
Tuesday, September 12, 2023
For more information visit: http://www.eaglecounty.us
Page 2 of 2
VAIL VALLEY OFFICE
30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net
September 8, 2023
Rick and Diane Cunningham
113 MEADOW RD
EDWARDS, CO 81632-8121
rbcunningham@yahoo.com
Re: Lot 9, Block 3 Lake Creek Meadows
113 Meadow Road, Edwards, CO
Construction observations - replacement absorption field
Dear Rick & Diane:
Inter-Mountain Engineering prepared the design for a replacement absorption field for your home at 113
Meadow Road, in Edwards, CO. Alpha Excavation constructed the field. A representative of this office
reported to the property on August 31 to observe the construction & take measurements for an as-built map of
the absorption field and sanitary service line.
The following photographs were taken by the contractor and this office during construction:
September 8, 2023 Page 2 of 5
Rick and Diane Cunningham
Re: Lot 9, Block 3 Lake Creek Meadows
113 Meadow Road, Edwards, CO
Construction observations - replacement absorption field
VAIL VALLEY OFFICE
30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net
September 8, 2023 Page 3 of 5
Rick and Diane Cunningham
Re: Lot 9, Block 3 Lake Creek Meadows
113 Meadow Road, Edwards, CO
Construction observations - replacement absorption field
VAIL VALLEY OFFICE
30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net
September 8, 2023 Page 4 of 5
Rick and Diane Cunningham
Re: Lot 9, Block 3 Lake Creek Meadows
113 Meadow Road, Edwards, CO
Construction observations - replacement absorption field
VAIL VALLEY OFFICE
30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net
P.O. BOX 978, AVON, CO 81620 PH: (970)949-5072 FAX: (970)949-9339
9618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET20'SCALE: 1" = 20'040'
VAIL VALLEY OFFICE
30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net
August 26, 2023
Rick and Diane Cunningham
113 MEADOW RD
EDWARDS, CO 81632-8121
rbcunningham@yahoo.com
Re: Lot 9, Block 3 Lake Creek Meadows
113 Meadow Road, Edwards, CO
Replacement absorption field design
Dear Rick & Diane:
Inter-Mountain Engineering prepared the following design for a replacement absorption field for your home at
113 Meadow Road, in Edwards, CO. Kumar & Associates Inc. was engaged to provide the required evaluation
of the soil profile within the leach field. The design has been prepared to meet the requirements of the Eagle
County Public Health Agency On-site Wastewater Treatment System Regulations, effective August 24, 2018
(OWTSR).
Existing Construction:
The 5 bedroom 5 ½ bath home was constructed in 1992. Eagle County Environmental Health provided the
permit for the existing On-site Wastewater Treatment System (OWTS) for review. The existing OWTS was
constructed in 1992 and included a 1500-gallon plastic septic tank with an absorption field consisting of 21
infiltrator units. The field is undersized, which likely led to its failure.
Municipal domestic water service is provided by the Lake Creek Metropolitan District. Placement of the
replacement absorption field is restricted by the location of existing utilities and the owners desire to preserve
the existing vegetation on the property.
In 2012 a separate OWTS was permitted & constructed to serve a detached stable and 1 bedroom apartment on
the western portion of the property. This OWTS is not a part of and unaffected by this design.
Site Conditions:
The field exploration for the OWTS was conducted by Kumar & Associates on July 13, 2023. Two profile pits
(Profile Pits 1 and 2) were excavated at the approximate locations shown on the OWTS plan to evaluate the
subsurface conditions at the planned soil treatment area. A representative of Kumar & Associates logged the
excavations. Logs of the profile pits are provided in their July 26, 2023 report which is attached as Exhibit A.
The subsoils encountered were about 6 inches of feet of organic topsoil underlain by Loam to the pit depth
of 8 feet. Hydrometer and gradation analyses were performed on a disturbed bulk sample of the soils
obtained and the tested samples classify as Loam per the USDA system. No free water nor indications of
seasonal high groundwater were observed at the time of the pit excavations. Soils were moist to slightly
moist.
Design Flow:
Table 6-1 Single Family Residential Design Flows of Section 43.6 “Wastewater Flow and Strength” of the Eagle
County OWTSR specifies an occupancy of 8 persons and Design Flow of 600 Gallons per day for a 5 Bedroom
house. Based on Table 6.2 the estimated BOD5 is 160 pounds per day.
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
July 26, 2023
Inter-Mountain Engineering
Attn: Jeff Spanel
P.O. Box 978
Avon, Colorado 81620
jspanel@inter-mtn.net
Project No. 23-7-357
Subject: Profile Pit Evaluations, Lot 9, Block 3, Lake Creek Meadows, 113 Meadow Road,
Eagle County, Colorado
Dear Jeff:
As requested, we are providing evaluations of profile pits for design of an onsite wastewater
treatment system (OWTS) at the subject site. This letter provides the findings of our study and
general classification of the subsoils at the soil treatment area. The services are in accordance
with our proposal for professional engineering services to you dated June 12, 2023.
The field exploration for the OWTS was conducted on July 13, 2023. Two profile pits (Profile
Pits 1 and 2) were excavated with an excavator at the approximate locations shown on Figure 1
to evaluate the subsurface conditions at the planned soil treatment area for the OWTS as
provided by you. 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
0-½’ TOPSOIL; organic Loam, firm, moist, dark brown.
½’-8’ LOAM; stiff, slightly moist to moist, brown, moderate blocky structure.
Disturbed bulk sample obtained from 4 to 5 feet.
Bottom of pit @ 8 feet.
No groundwater or redoximorphic features observed at time of pit excavation.
Log of Profile Pit 2
Depth USDA Classification
0-½’ TOPSOIL; organic Loam, firm, moist, dark brown.
1½’-8’ LOAM; stiff, slightly moist to moist, brown, moderate blocky structure.
Disturbed bulk sample obtained from 3 to 4 feet.
Bottom of pit @ 8 feet.
No groundwater or redoximorphic features observed at time of pit excavation.
Kumar & Associates
SILT
COBBLES
COARSE
GRAVEL
MEDIUMMEDIUMV. FINE
SAND
CLAY
FINE CO.FINEV. CO.CO.FINE
Kumar & Associates
SILT
COBBLES
COARSE
GRAVEL
MEDIUMMEDIUMV. FINE
SAND
CLAY
FINE CO.FINEV. CO.CO.FINE
Kumar & Associates
NOT TO SCALE05/20/2015EMB1 of 1DFHDrawn by:Scale:Checked by:Sheet:Date:INFILTRATOR WATER TECHNOLOGIES4 Business Park Rd. Old Saybrook, CT 06475(800) 221-4436INFILTRATOR®water technologiesQUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATIONSPRESSURIZED PIPE DRILLPOINTS LOCATIONS(2 PLACES)(EFFECTIVE LENGTH)TOP VIEWSIDE VIEWEND VIEWQUICK4 PLUS ALL-IN-ONE 12 END CAPINSPECTION PORT2" diam.INFILTRATOR WATER TECHNOLOGIESQUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATIONS(NOT TO SCALE)INSPECTION PORT4" diam.NOT TO SCALE05/20/2015EMB1 of 1DFHDrawn by:Scale:Checked by:Sheet:Date:INFILTRATOR WATER TECHNOLOGIES4 Business Park Rd. Old Saybrook, CT 06475(800) 221-4436INFILTRATOR®water technologiesQUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEWINFILTRATOR WATER TECHNOLOGIESQUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEW(NOT TO SCALE)ESTABLISH VEGETATIVE COVERNATIVE BACKFILL*SIZE OF SYSTEM DETERMINED BY DESIGNPRESSURE PIPE (TYP.)IF REQUIREDCLEAN-OUT COVER TO GRADEENCASEMENT TRENCH WIDTH(CONCRETE OR ROAD-BASE)45 DEGREE BEND45 DEGREE WYESEWER LATERALBEDDING MATERIAL30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620
PH: (970)949-5072 / EMAIL: INFO@INTER-MTN.NET20'SCALE: 1" = 20'040'PRELIMINARY
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