HomeMy WebLinkAbout6903 Bellyache Ridge Rd - 210704201004EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway e Eagle, Colorado 81631 J ~?
Telephone:328-8755 { --
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1520
Please call for final inspection before covering any portion of installed system.
OWNER: Donald Montague PHONE: (816)566-2508
MAILINGADDRESS: 12310 S. Outerbelt Rd. city: Lone Jack state: MO ZIP: 65070
APPLICANT: Donald Montague PHONE: (816) 566-2570
SYSTEM LOCATION: 6903 Bellyache Ridge Rd. TAX PARCEL NUMBER: 2107-042-01-004
LICENSED INSTALLER: Ground Control Excavation, Inc. LICENSENO: 17-95
DESIGN ENGINEER OF SYSTEM: —R--- Zr —Ne-1� LRP Engineering
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
2000 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 1404 SQUARE FEET OF TRENCH BOTTOM, via infiltrators units(39)as per design.
SPECIAL REQUIREMENTS: Install as per engineer's design. Also, compact soil at the end of trench
pipe runs connecting trenches.
n
ENVIRONMENTAL HEALTHAPPROV/tl: DATE: October 5, 1995
CONIDITIONS:
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. 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. CHAPTER IV, SECTION 4,03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED.
FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHAH BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED
PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 1404 SQUAREFEET. via 39 infiltrators as per design
INSTALLED SEPTIC TANK: 2-10no GALLON DEGREES42 FEETFROM the building, see site plan,
SEPTIC TANK ACCCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY _x YES —NO
C40MPLIANCE WITH COUNTY / STATE REQUIREMENTS: x YES —NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS:nQineer f�na1 �nGnPcriop re�eivPcf 11-19-A6
ENVIRONMENTs4LHEALTH APPROVAL: <'I jri ; '..+ DATE:NOyember 20, 1996
ENVIRONMENT/gL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT / AGEN T:
OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK #
SENT BY: 8-10-35 ; 14:24 ;Gommunityveveiopmeni- 10iO4/100j0,* li 0
(Site Plan DUST be attached)
ISDS Permit # ���� -6
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
*
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER:
MAILING ADDRESS:
PHONE:
APPLICANT/CONTACT PERSON: g'AM10er PHONE: ( )
MAILING ADDRESS:
LICENSED ISDS CONTRACTOR: h-•/9. NFL -fife 'E!'
COMPANY/DBA: ADDRESS:
PHONE: ( )
PERMIT APPLICATION IS FOR: (�f New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # 1/2) Z ?� (if known)
Legal Description: Subdivision '�-jjuj2„r Filing:_Block: .Lot No. �_
Tax Parcel Number: "% - (2 �Y- Z-- e <j Lot Size:,
Street Address:
BUILDING TYPE: (Check applicable category)
(�C) Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable Category)
Y) Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These syst
SIGNATURE:
***********
Number
Number
Type -
of Bedrooms
of Bedrooms
ire design by a Registered Professional Engineer
Date: /S _
TO BE COMPLETE BY THE COUNTY
AMOUNT PAID: 97 RECEIPT
CHECK #:
DATE: <3 €t 3 q1, j
CASHIER:
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nter-n Engineering L
SOILS AND FOUNDATION INVESTIGATION
FOR
LOT 6, BELLYACHE RIDGE SUBDIVISION FILING NO. 2
EAGLE COUNTY, COLORADO
PREPARED FOR:
JOHN WALLY
Suite 402
3100 Arapahoe
Boulder, CO 80303
PROJECT NUMBER V-6065G
DUNE 1986
Box No. 978 1420 Vance Street
Avon, Colorado 81620 Lakewood, Colorado 80215
949-5072 Denver 893-1531 Phone:232-0158
CONCLUSIONS
1. Subsoil conditions are fairly uniform
over the site with one-half to one foot
of organic topsoil underlain by weathered
bedrock of volcanic origin.
SCOPE
2. The proposed residence should be founded
on conventional spread footings designed
for a maximum soil bearing pressure of
2000 psf.
This report presents the results of a Soils and Foundation
Investigation for the proposed residence located on Lot 6,
Bellyache Ridge Subdivision Filing No. 2, Eagle County, Colo-
rado. The investigation was prepared by means of test pits
and laboratory analysis of samples obtained from these test
pits.
This investigation presents a description of surface and
subsurface conditions encountered at the site, recommended
foundation systems, allowable design pressures, and groundwater
conditions as well as design and construction criteria influenced
by the subsoils.
SITE LOCATION AND DESCRIPTION
The site is located on Lot 6, Bellyache Ridge Subdivision
Filing No. 2, near Wolcott, Colorado. The topography of the
lot consists of rolling--hil-Is with scattered rocks on the
SITE LOCATION AND DESCRIPTION -.continued
surface. Vegetation consists of aspen tress, bushes, sage,
grasses and wildflowers.
Drainage is to the northwest and southeast of the location
of the proposed residence.
SITE INVESTIGATION
The field investigation performed on June 16, 1986, con-
sisted of excavating, logging, and sampling two test pits. The
locations of the test pits are shown on Drawing No. 1. Summaries
of the test pit logs are detailed on Figures No. 1 and 2.
The test pits were excavated with a conventional backhoe.
Bulk samples of the soil Were. obtained since subsurface conditions
prevented the removal of undisturbed samples.
SUBSURFACE AND GROUNDWATER CONDITIONS
Refer to the summary of test pits, Figures No. 1 and 2.
Subsurface conditions are fairly uniform, with one-half to one
foot of organic topsoil, underlain by weathered bedrock of
volcanic origin.
No overlot grading has been done prior to this investi-
gati on.
No groundwater was encountered in any of the test pits
at the time of excavation.-_
PROPOSED CONSTRUCTION
No specific design data has been provided, but for the
purpose of this analysis, it has been presumed that the proposed
residence will consist of two floors with a basement, and that
loads will be light. If the proposed project differs signifi-
cantly from this understanding, a review should be made after
the plans are more complete.
FOUNDATION RECOMMENDATIONS
Weathered bedrock of volcanic origin will be encountered
in the excavation. The bedrock will be less weathered with
increasing depth. The proposed residence should be founded
on conventional type spread footings designed for a maximum
soil bearing pressure of 2000 psf. At this pressure, founda-
tion settlements will be tolerable. It would be advisable to
"proportion footings so as to minimize differential settlements.
The bottom of the footing should be placed a minimum of 48 inches
below final grade for frost protection.
SLAB CONSTRUCTION
The upper natural soils will provide adequate support for
slab -on -grade construction. If clean, granular soils are
imported to be used as select fill no problem with capillary
rise of moisture will occur. However, if the select fill
C ----
SLAB CONSTRUCTION - continued
contains some clays or fine materials there is always the possi-
bility of capillary rise of moisture.
We suggest that the plans and specifications be prepared
with a specified minimum of 4 inches of clean, washed gravel
immediately under the floor slabs. The purpose of this clean,
washed material is to break capillary rise of moisture to avoid
problems with bonding of asphalt tiles to floor slabs and other
problems associated with minor amounts of 'moisture.
We suggest densifying the surface of fill or natural soils
with a vibratory type compactor immediately prior to placement
of floor slabs. Slabs should be constructed in accordance with
ACI recommendations to minimize the risk of shrinkage problems.
Slabs should be scored into maximum 200 square foot areas to
localize and control any cracking.
GROUNDWATER AND DRAIN SYSTEM
While little or no groundwater was encountered at the time
the field investigation was conducted, it is possible that sea-
sonal variations will cause fluctuations, or for a water table
to be present in t-he upper soils during the spring montns, or
after a prolonged period of rain.
A peripheral drain system, as detailed on Figure No. 3,
should be installed.
REINFORCING
Foundation walls should be well -reinforced to minimize
the effects of differential movements. Refer to foundation
designs for reinforcing details.
CRAWL SPACE COVER
When moist soils are encountered in the excavation, the
ground surface in crawl space areas should be covered with an
impervious moisture barrier sealed against the footings. This
will help to reduce humidity in the crawl space area.and will
also prevent the moist foundation soils from drying and shrink-
ing, which could possibly cause the structure to settle.
BACKFILL AND SURFACE DRAINAGE
Backfill should be moistened or dried to near its optimum
moisture content and compacted to at least 90% of the maximum
standard Proctor density. Structural backfill should be com-
pacted to at least 95% of the maximum standard Proctor density.
Excessive wetting or drying of the exposed soils in the founda-
tion excavation and under -slab areas should be avoided.
Surface water running toward the structure from upslope
areas should be diverted around and away from the building
by means of drainage swales or other similar measures.
The final grade should have a positive slope away from
-6
BACKFILL AND SURFACE DRAINAGE - continued
the foundation walls on all sides. A minimum of 12 inches in
the first ten feet is recommended. Downspouts and sill cocks
should discharge into splash blocks that extend beyond the
limits of the backfill. Splash blocks should slope from the
foundation walls. The use of long downspout extensions in place
of splash blocks is advisable.
LAWN IRRIGATION
Do not install sprinkler systems next to foundation walls,
porches or patio slabs. If sprinkler systems are installed,
the sprinkler heads should be placed so that the spray from the
heads, under full pressure, does not fall within five feet of
foundation walls, porches or patio slabs. Lawn irrigation
must be controlled.
If the future owners desire to plant next to foundation
walls, porches or patio slabs, and are willing to assume the
risk of structural damage, etc., then it is advisable to plant
only flowers and shrubbery (no lawn) of varieties that require
very little moisture. These flowers and shrubs should be hand -
watered only.
MISCELLANEOUS
Foundation footin-g-s sfrould bear on the weathered bedrock.
MISCELLANEOUS - continued
The contractor is directed to those items covered under BACKFILL
AND SURFACE DRAINAGE and LAWN IRRIGATION. Attention should be
given to diversion of water running toward the structure from
upslope areas. The elimination of the potential sources of
excess water will greatly minimize the risks of construction
on this site.
Thus report has been prepared for the exclusive use of
John McNally for the specific application to the proposed resi-
dence located on Lot 6, Bellyache Ridge Subdivision Piling No. 2,
Eagle County, Colorado.
The findings and recommendations of this report have been
obtained in accordance with accepted professional engineering
practices in the field of Foundation Engineering and Soil Mecha-
nics. There is no other warranty, either expressed or implied.
Sincerely,
``\\`\\\�����uuu►aurrir,��� INTER -MOUNTAIN ENGINEERING, LTD.
�7 omas .Allen, P.E.
';?`� 93 �F-ri,oject Engineer
TEST LOCATION
PROPOSED RESIDENCE
LOT 6, BELLYACHE RIDGE SUBDIVISION FILING NO. 2
EAGLE COUNTY, COLORADO
FOR JOHN _MCNALLY
uuwjV SYR I SCALE I imm
PI T NO. 1
4v
I o F �v
5
0
HA
15
DESCRIPTION OF MATERIAL
ORGANIC TOPSOIL with
intermittant cobbles
WEATHERED BEDROCK OF
= VOLCANIC ORIGIN with
some silt and organic
- matter
WEATHERED BEDROCK OF
VOLCANIC ORIGIN
Bottom of excavation, 8'I No groundwater
encountered
SUMMARY OF TEST PITS
PROPOSED RESIDENCE
LOT 6, BELLYACHE RIDGE SUBDIVISION. FILING NO. 2
EAGLE COUNTY, COLORA_DO
FOR JOHN McNALLY -
DRAwN SYl SCALE DATE,
REMARKS
PROJECT Na- V-6065
FIGURE NO.1 1
�°/T NO. 2
41
��
DEPTH
IN FEET
o
DESCRIPTION OF MATERIAL
WEATHERED BEDROCK OF
18ottom
VOLCANIC ORIGIN with
some silt and organic
matter
5 of excavation, 5' No groundwater
encountered
10
SUMMARY OF TEST PITS
PROPOSED RESIDENCE
LOT 6, BELLYACHE RIDGE SUBDIVISION FILING NO. 2
EAGLE COUNTY, COLORADO
FOR JOHN McNALL-Y-
DRAWN BY, SCALE, DATE,
PROJECT NO.s V-606
FIGURE NO.1 2
REMARKS
Foundation Wall
l
PoIyethe1ene Moisture Barrie
glued to foundation wall
Backfill moistened
well compacted
\ r
#15 Felt
Paper
Minimum of 6" of
3/4 inch gravel
'4" Diameter Perforated Pipe
sloped a minimum of 0.25s
to sewer lateral subdrain,
sump pump or daylighted
DETAILS OF PERIPHERAL DRAIN SYSTEH
FOR FOOTING TYPE FOUNDATION
FIGURE 3
ill JHN '21'U12:1b NO.UUI F.U6
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-7(a
Ill- JHN 21•U1 2:14 N0.UU1 F.U2
pQst-ir Fax Note 7671
July 10,1996
Mr. Tony Van Galis
R.A. Nelson
P.O. Drawer 5400
Avail, CO 81620
RE; Inspection of Septic System Installation
Montaguc 11"idence
1416, Bellyache Subdivision Filu18 Na. 2
Eagle Count)" Colorado
Project No, 9544
Dw Tozy.
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.fit the request from W. Bob Mahan, from Ground Control, on October 10, 1995 and on
July 2, 1996, we visited the cti=}struction site on Lot 6, Bellyache Subdivision 1=ilin$ No. 2 in
Eagle. County, Colorado, The Purpose of our site visits wall to observe the installation of the
septic system.
The system was 111stalled in overall carnpliance with the Smptic system design, Drawing
No. 9544SD.DWCx, dated October 3, 1995. Thoy installed two 1000-gallon, precast Concrete,
septic tanks by Copland Concrete. The first tank: was N6th orte cpmisartment and the second was
with two compartments. From the first tank to the second tank, there was a 4-inch drop,
Horizontal distance between the tanks was 8 inches. The tanks were level. Sf,,vver cicanout was
installed hear the residence, 15 feet cast fi'on, the southernmost building comar, 1 already talked
to Mr. Callahan to correct the slope of tli�, building sewer fron, the housa tc� the septic tank:. The
slope was inconsistent with dw recUzM00ndations. liaising the, Support under the middle of the
pipe will bring the slope between 1./8 and 114 inch per foot. The distance f om the building to tlse
septic tank was 42 feet. ROM, the septic tank to a 90p an8le in the delivery pipe there was 21 feet
of 4-inch diameter solid pvc. East from t11e angle, to the first infiltrator chamber, the distance, was
11 feet.
'shirty -nine, Standard Infiltrator Chambers were installed in three trenches, with serial
distribution. In the last infiltrator of each trench, cleanout ports were installed. Horizontal distance
from center to center of the trenches, was 10 feet. r'Jl piping was SDR-35, 4-inch pvc. The soil
profile in the trenches was conMswnt with the soil exposed in the profile ))isle,
if you have. p,`�}il���lea; a do not hesitate to call.
LXP Entineeri � J i
Luiza Petrovska,
P f�N\_-
President
���
`
0:+Of4 rjr,,WVWTrAWi'CMM 4405r).LET
F.o, Box 1452, Avon, Colorado 81620 ° (970) 827.9{PS Tti ® (970) 827.9%9 Fax
1520-95 Ta:k Pajrcel#2107-04,2"U1,-004
Bellyache -Ridge MONTAGIjE
JOB NAME 'Filing 2,-,- Lot
6903 Bellyache Ridge Rd.
rOBLOCATION
BILL TO
DATE STARTED DATE COMPLETED
15 q(0 j
Ll
DATE BILLED
JOB No.
l
7
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JOB COST SUMMARY
TOTAL SELLING PRICE
'TOTAL MATERIAL
144
rz
LABOR
INSURANCE
I I zf--IA i xe&� 4,p-,b4
SALES TAX
p, i
C, C/
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLINGPRICE
NET L PROFIT
I T:j
JOB FOLDER Product 278 J�e NEW ENGLAND BUSINESS SERVICE. INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A.
0
001
GRAPHIC SCALE
0 10 10 40 so /
t IN FEET
1 inch 20 tL
/
J / �
PROPOSED WELL
r/•
8710
/./ 8706
8704
8702 �.
STANDARD /NRL TRA TOR
: CHAMBER (SEE DETAIL)
CL.EANOUT PORT AT
/ END UNIT (TYPICAL)
PERC NO.1
iiil i:
CLEANOUT
PER
NO g
4-INCH DIAMETER BUILDING SEWER / 9
AT 1/4-INCH PER FOOT A/AX/AlUM SLOPE
PROFILE HOLE NO.1�..•
2000 GALLON TWO COMPARTMENT ✓
CONCRETE SEP77C TANK BY / / PERC NO.2 6690
FRONT RANGE PRECAST CONCRETE
OR EQUIVALENT/ /' / '
4—INCH D/AMETEK SOLID PVC / / ''8694
GRAVITY PIPE / �. ` /, �. i / • /
/. 8692
/ PROFILE HOLE N0.2
8700 i 13696
6gA
SERIAL DIS7RIBU77ON
/ (SEE DETAIL A —A)
8690
8680
qq`
DETAIL A — A
N. T. S.
OF
- 8700
DESIGN CALCULATIONS
Design percolation rote T = 10 minutes per inch
Number of bedrooms = 7 -
Moximum daily Row = 0m ax
14
Qmax = 7 bdm-rs x 2 persons/bdrm x 75 go/lonsfperson/day x 150Z �;
Qmax = 1575 gpdG`rt
�
SEP 77C TANK
V = Qmox/24hrs x 30 hrs
V = 1969 gallons
Use 2000 gallon, two compartment precast concrete tank by Front Range Precast Concrete or equivalent.
ARSORP770N AREA
A = Qrnax/5 x -v/T
A = 1575/5 = 996 s f. plus 40 percent increase for on automatic washing machine.
Amax 9�4 s.
Standard In /ltf rotor Chamber System in a trench configuration with an allowed 50 percent
'( reduction in the absorption area is recommended.
Acorrected = 697 s f.
2tt��
lv� J *Uu--9
roof one Infiltrator Chamber = 18.75 sf.n filtrator Chambers in three trenches with 13 /nfil trotors in each.
NOTES:
1. The building sewer line from the house to the septic tank shall have a maximum slope of 1/4 inch per
foot. Bends in the building sewer shall be limited to 45 degrees.
2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8
inches of the finished grade, for inspection and cleaning.
3. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the
trenches shall be a minimum of six (6) feet.
4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing.
—" --
872D
5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers
recommendations.
6. Backfill the sidewall area with native on —site soil for proper support.
7. Backfill the trenches with a minimum of 12 inches of tamped soil cover.
8. Avoid vehicle traffic over the system.
9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division,
Chapter 4, Individual Sewage Disposal Systems.
10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling.
SOIL PROFILE
PROFILE HOLE NO. 1
0.0 to 3.5 feet
Topsoil
PERCOLATION TEST RESULTS
3.5 to 8.0 feet
Grayish —black,
rock fragments
in sandy
Perc No. 1 Perc No. 2 Perc No. 3
matrix.
7.3 minutes per inch 10 minutes per inch 11.4 minutes per inch
PROFILE HOLE NO. 2
0.0 to 2.0 feet Rocky Topsoil
Average percolation rate recommended for design T = 10 minutes per inch.
2.0 to 4.0 feet
Grayish —black,
rock fragments
in sandy
NOTE.TOPOGRAPHICAL AND SITE PLAN INFORMATION DIGITIZED FROM AN OVERALL SITE PLAN
matrix.
4.0 to 8.5 feet
Reddish —brown
DRAWING BY J. CHRISTOPHER GALE & CO., ARCHITECT FROM KANSAS CITY, MO
clayey Sand.
STANDARD INFIL TRA TOR CHAMBER
P.9
INFILTRATOR CHAMBER
i
2000 GALLON TWO COMPARTMENT SEPTIC TANK
21' clear lnsert acceee
r
A
B
T
SEC77ON
Dimensions
Capacities
"-+
Approximate Wleighta
knew
W
L
H
A
B
Tank
Lid
DAMe W&D
2btai
6' - 8'
12' - 8'
5' - 10'
IJ25
675
11,725
5620
1440
14785
NOTE The above spt/c tank Is produced by Front Range Precast Concrete
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PROJECT Na:
9544
DATE.• 10-03-95
DRAWING NO.: 9544SD.DWG
SHEET 1 OF 1
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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-017731-2019
Permit Type: OWTS Permit
Work Classification: Minor Repair
Permit Status: Active
Issue Date: 10/24/2019 Expires: 2/21/2020
On-Site Wastewater
Treatement System
Project Address Parcel Number
6903 BELLYACHE RIDGE RD, WOLCOTT AREA,210704201004
Owner Information Address
Tom Barry 18315 Ebys Mill Rd
Scotch Grove, IA 52310
Phone: (563) 852-7633
Cell:
Email: otb1945@yahoo.com
Inspections:
For Inspections Call: (970) 328-8755
and call the Design Engineer
Engineer Phone Email
LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com
Contractor License Number Phone Email
Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000012-20
19
Permitted Construction / Details:
Replacement of the tank exactly as depicted in the LKP Engineering design report dated October 3, 2019, stamped
and signed by Luiza Petrovska, PE. The existing system was originally permitted to serve seven bedrooms,
designed by LKP Engineering and permitted by Eagle County under permit 1520-95IS.
The two 1,000 gallon failed septic tanks must be removed in accordance with the engineers design and ECPHA
OWTS regulation 43.9.C. The repair consists of the installation of a new 2,000 gallon Valley Precast
two-compartment septic tank, or equivalent as approved by the WQCD septic acceptance list, with an effluent filter
in the second compartment outlet tee. Additional repairs must be approved and may require a permit. Please contact
the design engineer and Eagle County Environmental Health prior to making repairs that are not included in the
permitted design.
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 functionality of the system. System certification, along with photos
and a record drawing is required to be submitted to, and approved by, Eagle County Environmental Health prior to
the use of the system.
THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF
ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
Issued by: Environmental Health Department, Eagle County, CO
Claire Lewandowski
Date
October 24, 2019
CONDITIONS
1.
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS
SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT
4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS,
ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED
Thursday, October 24, 2019 1
November 26, 2019
Mr. Tom Barry
18315 Ebys Mill Road
Scotch Grove, IA 52310
Otb1945@yahoo.com
RE: Final approval of the: Septic System Installation, OWTS-017731-2019
Property location: 6903 Bellyache Ridge Road, Eagle County, Colorado
Mr. Barry,
This letter is to inform you that the above-referenced permit has been inspected, approved, and
finalized. This OWTS major repair permit was approved for the replacement of two failed tanks with
one new tank sized to serve a total of seven (7) bedrooms. The soil treatment area, permit 1520-95IS,
is still active and was not replaced.
Additional information about the maintenance your septic system needs can be accessed through
our website links, provided on the Environmental Health Department’s septic system resource page.
Be aware that changes in the use of your property or alterations of your building may require
commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap
roots, irrigation systems and parking areas above the soil treatment area can cause premature
system failure. It is equally important that you notice and im mediately repair dripping faucets and
hissing toilets as this will certainly cause the system to fail.
If you have any questions regarding this information, please contact us at (970) 328 -8755 and
reference the OWTS septic permit number.
Best Regards,
Claire Lewandowski, REHS
Environmental Health Specialist III
Attachments: Certification Letter and Design – Septic System Flyer – Final Letter
PUBLIC HEALTH & ENVIRONMENT
(970) 328-8755
FAX: (970) 328-8788
environment@eaglecounty.us
APPROXIMATE
WELL LOCATION
56
.
8
'77'+/-APPROXIMATE
LEACHFIELD AREA 125'+/- NEW, 2000-GALLONS, TWO-COMPARTMENTS
CONCRETE SEPTIC TANK WITH AN EFFLUENT
FILTER BY VALLEY PRECAST
6
4
.
6
'84.2'NEW
CLEANOUT
2'3", NEW
SDR35 PVC
TO EXISTING
4" DIAM
SCH40PVC
SKETCH
PROJECT NO.:
DATE:
PROJECT DESCRIPTION:
LKP Engineering, Inc.
CIVIL/GEOTECHNICAL
PERMIT NO.:AS-BUILT
19-3368
OWTS -017731-2019
November 5, 2019
LOT 6, Bellyache II Subdivision
6903 Bellyache Ridge Road
EAGLE COUNTY, COLORADO
Barry Residence
P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com
APPROXIMATE
WELL LOCATION
39.5
'76.6'+/-CLEANOUT IN A
GREEN BOX
1000-GALLONS, ONE COMPARTMENT,
CONCRETE, SEPTIC TANK BY COPELAND
1000-GALLONS, TWO-COMPARTMENTS,
CONCRETE SEPTIC TANK BY COPELAND
APPROXIMATE
LEACHFIELD AREA 125'+/-15'
PROPOSED, NEW, 2000-GALLONS,
TWO-COMPARTMENTS CONCRETE
SEPTIC TANK WITH AN EFFLUENT FILTER
BY VALLEY PRECAST OR EQUIVALENT
SKETCH
PROJECT NO.:
DATE:
PROJECT DESCRIPTION:
LKP Engineering, Inc.
CIVIL/GEOTECHNICAL
PERMIT NO.:AS-BUILT
19-3368
OLD OWTS #1520
October 2, 2019
LOT 6, Bellyache II Subdivision
6903 Bellyache Ridge Road
EAGLE COUNTY, COLORADO
Barry Residence
P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com