HomeMy WebLinkAbout8711 Shrine Pass Rd - 220708200003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 1913-99
OWNER: T. CHARLES OGILBY, CHARLES MALLOY, PHOEBE BARRETT PHONE: 9970-963-3901
MAILING ADDRESS:2938 SOUTH FRONTAGE RD., VAIL, CO 81657
APPLICANT: CHUCK OGILBY PHONE: 970-963-3901
SYSTEM LOCATION: SHRINE MOUNTAIN INN, JAY'S CABIN TAX PARCEL NO. 2207-082-00-003
LICENSED INSTALLER: SHRINE MT. INN, CHUCK OGILBY LICENSE NO. 36-99 PHONE: 970-963-3901
DESIGN ENGINEER: RANGE WEST, DAVE CLEMENT PHONE NO. 970-668-3716
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 12 PERSON CABIN
1500 GALLON 3-COMPARTMENT SEPTIC TANK WITH AN AUTO SIPHON DOSING CHAMBER OF 570 GALLONS 1128 SQUARE FEET OF MOUNDED
ABSORPTION AREA, AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 10/19/99. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION.
PROVIDE AS-BUILTS WHEN CONSTRUCTION IS COMPLETED. ENGINEER TO FIELD VERIFY 4 FT SFPARATTON To RF1)RncY
ENVIRONMENTAL HEALTH APPROVAL: DATE: OCTOBER 21, 1999
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, 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 WILL RESULT IN 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 SHALL 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: 1128 SQUARE FEET (VIA MOUND DE S T GN )
INSTALLED 3—COMPARTMENT TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM SEE AS —BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS,
COMMENTS: ENGINEER FINAL CERTIFICATION AND AS —BUILT DRAWING RECEIVED 1 / 2100
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED. / C
ENVIRONMENTAL HEALTH APPROVAL /U" , d DATE: JANUARY 12, 2000
(Site Plan MUST be attached)
K w q
ISDS Permit
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: ��
1 Ali is i)?it�ctsci PHONE: (�`'/�C-) 17&3- 311
��-� 1
MAILING ADDRESS: Al v.3 w A-,( re/,-<-7
APPLICANT/CONTACT PERSON: H0Ck-'
MAILING ADDRESS: �ArE t4S AA
PHONE: {�i�1)
LICENSED ISDS CONTRACTOR: Or"Z! 'G14R-MW- WVA1 PHONE: L970) %3-3qV.1
COMPANY/DBA: 'Sfks g i 4m- ADDRESS: 2j,E ,45 i44vyE
PERMIT APPLICATION IS FOR: ( ) New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # T (if known)
Legal Description: Subdivision:"Tt�l!`� Filing:_Block: Lot No.
Tax Parcel Number: Z 2 Q' 'I_-2 -� �' _ ( Lot Size: GCS
Street Address: / iW,4tr- 37 s ��f sS �Q ,
***************************************************************************
BUILDING TYPE: (Check applicable category)
( ) Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type /0 101345vn C�,61,V
TYPE OF WATER SUPPLY: (Check applicable category)
(Xj Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems require% de Cjn,,Py a Registered Professional Engineer
SIGNATURE: 7 f ul�,Ae(,5 Date: cl-13
************************* ** ****************** **************************
TO BE COMPLETED BY THE COUNTY YJQ
AMOUNT PAID: "-' RECEIPT #: 3 6 / O DATE:
CHECK #: 15- q,3 CASHIER:
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: October 21, 1999
TO: Shrine Mt. Inn, Chuck Ogilby
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No. 1913-99. Tax Parcel
# 2207-082-00-003. Property Location: Shrine Pass Rd., Jay's Cabin, Shrine
Pass, Eagle County.
Enclosed is your ISDS Permit No. 1913-99. It is valid for 120 days. The enclosed copy of the
permit must be posted at the installation site. Any changes in plans or specifications
invalidates the permit unless otherwise approved.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County does not perform final
inspections on engineer designed systems. Your TCO will not be issued until our office
receives this certification.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Range West, Dave Clement
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http://www.e agle-county.com
January 12, 2000
Charles Ogilby
C/O Shrine Mountain Inn
2938 South Frontage Rd.
Vail, CO 81657
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1913-99, Tax Parcel #2207-082-00-003. Property location:
Shrine Mountain Inn, Jay's Cabin, Eagle County._
Dear Mr. Ogilby:
This letter is to inform you that the above referenced ISDS Permit has been inspected and
finalized. Enclosed is a copy to retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
i
ly,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Informational Brochure
Final ISDS Permit
cc: files
RANGE
WEST, INC.
Engineers & Surveyors December 13, 1999
Consulting Engineers
Land Surveyors
Construction Managers
Planners
P.O. Box 589
Silverthorne, Colorado 80498
Business: (970) 468-6281
Denver Direct: 623-0426
Facsimile: (970) 668-3765
Chuck Ogilby
P.O. Box 323
Edwards, CO 81632
i
SUBJECT: Shrine Mountain Inn (Jay's Cabin) ISDS Permit 1913-99
Project No. 14188-227
Dear Chuck,
This letter will document the construction of the septic system for Jay's Cabin
at Shrine Mountain Inn. I inspected the construction on October 26, 1999 and
have reviewed the as -built measurements. The system appears to be
constructed in conformance with the approved design. A copy of this letter is
being forwarded to Eagle County Environmental Health as required.
Please contact me if I can be of further service.
Very truly yours,
RANGE WEST, INC. NX`�
O
O P —
David D. Clement, P.E. a o
Principal o�°^e •c°° `; �`
cc: Eagle County Environmental Health
4464/D/100
RANGE
WEST, INC. January 7, 2000
Engineers & Surveyors
Consulting Engineers
Land Surveyors
Construction Managers
Planners
P.O. Box 589
Silverthorne, Colorado 80498
Business: (970) 468-6281
Denver Direct: 623-0426
Facsimile: (970) 668-3765
Chuck Ogilby
2938 South Frontage Road
Vail, CO 81657
SUBJECT: Shrine Mountain Inn (Jay's Cabin) ISDS Permit #1913-99
Project No. — 14188-227
Dear Chuck,
Enclosed is the as -built map for the construction of the new septic system at
Jay's cabin. The map has been prepared based on field measurements taken
during construction. A copy is also being forwarded to the Eagle County
Environmental Health department as required.
Very truly yours,
RANGE WEST, INC. `, F
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David D. Clement, P.E. f .'�
an c0
Principal ,..,, •�tim;';,1�.��``
cc: Eagle County Environmental Health
4475/D/ 100
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REVISED TO SHOW AS CONSTRUCTED DIMENSIONS
R=A=NG=E--W=E=S . T
P.O. BOX 589 i INC. PHONE 970-468-6289
Sk VERTHORNE, Co 80498 ENGINEERS & SUR VEYORS DENVER DIRECT 303-623-0426
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Consulting Engineers
Land Surveyors
Construction Managers
Planners
P.O. Box 589
Silverthorne, Colorado 80498
Business: (970) 468-6281
Denver Direct: 623-0426
Facsimile: (970) 668-3765
Eagle County Environmental Health
P.O. Box 179
Eagle, CO 81631
ATTN: Heather
SUBJECT: Shrine Mountain Inn, Jay's Cabin
Project No. — 14188-227
Dear Heather,
As we discussed on October 18, 1999 I am providing the following information required
for your review of the proposed septic system at Shrine Mountain Inn.
1. There are existing septic systems at Shrine Mountain Inn associated with
the main lodge and other cabins. These systems are located in excess of
250 feet from the proposed system for Jay's cabin.
2. The existing septic system at.. Jay's cabin will be abandoned after.
construction of the proposed system.
3. Contours for the proposed septic system area are not available, however
the site plan (attached) has been updated to show slope directions and
approximate grades.
4. The building sewer does not cross the existing driveway and the site plan
has been revised accordingly.
Please contact me if you have further questions.
Very truly yours,
RANGE WEST, INC.
Enciosure
cc: Chuck Ogilby
4448/D/100
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R=A=N=G=E-===W=E=S T
P.O. BOX 589 INC. PHONE 970-468-6281
5IL VERTHORNE,, CO 80498 ENGINEERS & SUR VEMRS io
.DENSER DIRECT JGJ-623-0426
PPMrl'T nin IdIRR-227
PRIVATE WASTEWATER
DISPOSAL SYSTEM
FOR
12 PERSON CABIN
SHRINE MOUNTAIN INN
PROJECT NO.14188-227
AUGUST 1999
PREPARED FOR: CHUCK OGILBY
P.O. BOX 323
EDWARDS, CO 81632
PREPARED BY: RANGE WEST, INC. �o
'd
P.O. BOX 589 °
SILVERTHORNE, CO 80498
(970) 468-6281
PRIVATE WASTEWATER DISPOSAL SYSTEM
DESIGN CRITERIA
DESIGN CRITERIA: - (from owner's plans) ( II EE
12 person ski cabin with limited plumbing
1;0I LA
FROM EAGLE COUNTY REGULATIONS TABLE OF .QUANTITIES AND BODS STRENGTH: 34
Recreational and seasonal camp resort (night & day) with limited plumbing
50 gallons per bed space per day
50 gallons per day x 12 x 1.5 (150% for max flow)
900 gallons per day maximum flow
SEPTIC TANK SIZE:
Minimum tank size is 30 hour minimum detention
900 gallons per day = 30 gallons per hour x 30 hours =1,125 gallons
Per regulations, minimum tank size is 1,125 gallons and a dosing siphon is required to charge the
field 4 times a day.
A front range pre cast concrete 1,500, 3 compartment tank is recommended with a 240 gallon dose
discharge automatic siphon in the third compartment
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SEEPAGE BED SIZING: - (use modified mound criteria)
Percolation test performed August 5, 1995 had a rate of 10.5 MPI. Application -late for perc rate
of 0-30 min/in is 0.8 gpd/ft2.
Absorption bed area = 900 gallons per day max. = 1,125 ftZ min
0.8 gpd/ft2
Bed size = 24' x 47' = 1,128 ftZ
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P.O. BOX 589 ': i INC. PHONE 970-468-6281
S/L VER THORNE, CO 80498 ENGINEERS & SURVEYORS DENIER DIRECT JOJ-62.3--0426
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DEN VER DIRECT 303-623-0426
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1500 Gal. Single Auto,. Siphon
Septic Tank F'T.YY
Note:. N.T.S
■ MONOLITHIC TANK
meets ASTM-C-913
Spec. for water and
waste water
structures.
■ Butyl rubber sealant
meets Fed. Spec. SS-
S-210A. (Provided
with tank.)
■ Plumbing shown in
diagram provided
with tank.
■ ' It is the system
engineer's require-.
meat to determine
VOLUME,
LOADING and
RETURN TIME.
PLAN
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SECTION
12'-8"
21" clear insert access
6'-8"
6"
24'
Dimensions
Capacities
WOW
A B
Siphon
Chamber
Discharge
Per Cycle
Approximate Weights
W=
L
H
Tank
Lid
Baffle Walls
Total
6'-8'
12'-8"
5'-10'
1106
535
570
135/180/240
GaL
11,725
lbs
5620lbs
2880lbs
20,2251bs
_-4�4 �_n
Front Range Precast Concrete
5439 N. Foothills Highway
Boulder Colorado 80302
(303) 442-3207, (800) 783-3207, FAX (303) 442-3209
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-DETAIL -
4", PVC END CAPS;
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_: -FIELD-PIPING.
OTES.:_ IF;.A. PV.0 .I.S._USED.,FOR..
!VENT TO BE PAINTED TO
FIELD. PIPING.USE_L4";:3.'._REDUCER-TO.YENT: PIPE:-_ � I
BLEND WITH `SURROUNDINC AREA.
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FEATURE DATE
BY CHK
DETAIL JOB NO. `�1 L .9--
PO. Box 589 RANGE WEST, INC. Phone 303-468-6281
Silverthome. CO 80498 _. _ Denver Direct 303-623 0426
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RISERS FOR -CONCRETE
SEPTIC TANK
A WATE.0 T/4•XT R/5ER SHALL BE• PLACED O 1/E,P THE F/.PST
j COMPARTMENT MANHOLE 5I TINE MAAIRCXC EXTENDS 6 TO/O
IMCI-/E5 A3011E• F/NAG C.PAOE. 7-M5- ,FI5ER S1/A1-G CONS/S T OF
TiyE 1,lECE55A.PY PA'EC,45T CONG'.PETE .P/SE.E' .P/N;5 AIVO A
MOOED ✓ - zzao Lt/ATE.P METE.P P/T R/NG ANO COVE-,e A6
APP.PO 1/E'O BY TiS�E ENl'/NEE.P � SUMNNT' COUNT j� OE'PT. OF
EN !//,?ONMENTAL f/EAG TH.
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06- CONST.PI/CTEO OF P.PECAST G•ONC.PETE �P/SE.P ,P//l/4`S
AMO 5VIA41- 6.L'TE/UO TO lit//TH//V 6 /NCiS�5S �F' F/1VA1_
�, .PAOE, THE �P/SE.P SHALL BE' 1�1/ATE.P T/�'�YT ANO f/A 1/E A
P.eeC.45r CONG'1P6"TE CO V,6'.P.
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RISERS FOR FIBERGLASS
SEPTIC TANK
/FA F/BE�P�,'LA55 SEPTIC TANK /S UT/G/ZED FO.P THE /NSTALLAT/ON,
. A F/BEQ4'L s155 1F/5E.P "AV 6E 4 5EO. 51-1AGG &45
N/.4TE.PT/Gl�T ANO 5yrcNa -TO . N//Tiq/N T6t/O INC/��'5 OF F/NAG
C.e'A OE. .P/SEEPS S.1A1_ G BE /?A.PKEO WITf-I_ A 4 ��,r 4'�/NSTAGGED
TO BE . FG U.Sf/ W/TH F/NAG ' L;'ZWK-
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JOB. S/�jl•C//P/f� /YI DU/!/Ti4/A/ MIA/ SHEET OF_
FEATURE DATE
_?t_���_cs
BY--444 CHK.
DETAIL--* JOBNO.
P.O. Box 589 RANGE WEST INC. Phone 303.468.6281
Silverthorne. CO 80498 Denver Direct 303-623.0426
. TYPICAL TRENCH SECTION
SDR 35 PVC Service Line
Top of trench or (To be . used for all solid wall piping)
Pavement Subcrade
Trench side slopes
'to meet safety
;requirements
C011PACTED
BEDDING MATERIAL
As Specified;
I Bottom of excavation"
See plans;
for depth!
of cover
i
1
4"M-in.:
T 1
y
9d=Outside Diameter of Pipe
BEDDING MATERIAL - IMPORTED Barrel
Crushed stone (1/2" Screened Rock)meeting•. ASTM C-33 No. 67 or. other. material
approved by the Engineer. « recomended by the pipe manufacturer.
;COVER MATERIAL - IMPORTED
Material approved by the Engineer which substantially conforms to.the following
grading requirements- Pass' ng . by Weight
'of Materi al-
SIEVE SIZE % OF PASSING " q OF PASSING
100 100
3/411 .0-30 or l00
No. 4 0-10 .0-10
_ No. 200 0-6 0-4
I BACKFILL MATERIAL - NATIVE
Excavated material. _ _ i, I• _ +_ _ _ i _
JOB S�24&i5 /YI W / NA SHEET g OF IO
FEATURE DATE
BY 2707 CHK.
DETAIL JOB NO. ''12"
Box 569 RANGE WEST INC. Phone 303-466-6281
M,�.rr,�.. , rn nneoa _ _
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SUPPLEMENTARY NOTES
GENERAL
All testing, calculation, and design have been performed in
accordance with the "Eagle County Individual Sewage Disposal
Regulation 1989" (ISDS Regulations). All construction shall comply
with the same regulations.
The following notes supplement the ISDS Regulations. No deviations
from the ISDS Regulations or from. these notes shall be allowed
without written amendment of this design.
SEPTIC TANKS, DOSING AND PUMP STATION MANHOLES
The septic tank shall be a precast concrete structure meeting or
exceeding ASTM-C-913-79, and the Eagle County ISDS Regulations. The
tank shall have a total capacity as shown in the sizing calculations
for this project in two compartments. Dosing tanks or lift stations
may be contained in integral third compartments or in separate
precast concrete manholes. See the design calculations and site
plan for additional details. All tankage shall have access manholes
or otherdevices meeting the ISDS Regulations. Care shall be taken
to assure that all tankage is accessible for maintenance and pumping.
BUILDING DRAIN AND OTHER BURIED PIPELINE
Any building drain outside the foundation and building sewer with
less than 6 feet of cover shall be insulated in -accordance with the
enclosed detail. No pipeline shall be .installed withless than -3
feet of cover without consulting the -engineer. Special insulation
or details may be required in this situation.
SOIL ABSORPTION SYSTEM
The percolation tests were conducted at the depth shown on the test
form. The depth selection was based on best information available
at the time of the test. If, for any reason, the field needs to be
construction at a different depth, the engineer must be contacted.
Backfill over the soil absorption system shall be graded to deflect
runoff. The Infiltrator System shall be installed in accordance
with.manufacturer's recommendations .and. details included in this
design packet.
Page of
REVEGETATION
All disturbed areas shall be revegetated in accordance with the following seed mixture:
Timothy 20%
Orchard Grass 20%
Red Fescue 20%
Hard Fescue 20%
Smooth Brome 20%
COORDINATION
J
The Contractor shall be responsible for coordinating with the Ea le County Department of Health
g tY P
to schedule the mandatory inspections.
R
CONTROL
The Contractor shall establish horizontal and vertical control for all of the construction required by
this design and verify compliance with all regulations and codes before beginning any
construction. Any conflicts, problems or questions shall be called to the attention of the Engineer
immediately for clarifications, interpretation or modification
SAFETY
The Contractor is solely responsible for compliance with all Federal, State and Local safety rules,
regulations and laws.
PWDSSHRNE/SDII/3/10
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Robilland
& ASSOCIATES, INC.
CONSULTING ENGINEERS
Consulting Engineers
Land Surveyors
Construction Managers
Planners
P.O. Box 589
Suite 205
1st Bank Center
I-70 i£ Highway 6
Silverthorne, Colorado 80498
Business: (303) 468-0281
Denver Direct: 623-0426
October 28, 1987
n
Mr. Victor Cisneros LU
RED CLIFF WATER & SANITATION DISTRICT
P.O. Box 147 LIJ
Red Cliff, Colorado 81649 U
LLJ
Subject: Review of Shrine Pass Sewage Disposal System
Our Project No. 10882-247
Dear Victor:
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At your request, we have reviewed the information provided by Eagle county
relating to the Shrine Pass sewage disposal system. The existing system,
constructed in July and August of 1987, is intended for use by a three
bedroom caretaker's unit only. Any future expansion of the facility will
require an additional engineered sewage disposal system.
The following is a summmary of the system design criteria as obtained
through discussion with the Eagle County sanitarian. This information
reflects the actual installed facility, and should not be confused with
some references on the permit form to the ultimate conditions.
Septic Tank Sizing
Minimum State requirement for 3 bedrooms = 1,000 gallons
Actual installed tank volume 1,250 gallons
Leach Field Sizing
Hole #1 Hole #2 Hole #3
Actual Percolation rates 20 mpi 10 mpi 60 mpi
Due to the poor percolation rate of Hole #3, the leach field was
located near Holes #1 and #2.
Design Percolation Rate = 15 minutes per inch
Minimum Leach Area = (1.5)(Daily Flow)/5 ( V perc rate)
(1.5)(450)/5 ( 15) = 523 sq.ft.
Length of Leach Bed Pipe= 523/3 = 174 linear feet
Actual installed pipe = 177 linear feet
Mr. Victor Cisneros
RED CLIFF WATER AND SANITATION DISTRICT
October 28, 1987
Page 2
As can be seen above, the actual installed size of both the septic tank
and the leach field exceed the minimum State requirements. Additionally a
50' setback from any wetland area has been maintained. We therefore feel
that the installed system is adequate for the intended use and should not
endanger the Red Cliff municipal water supply.
We would suggest that the following items be considered in the operation
and maintenance of the existing system and when developing plans for
additional wastewater facilities:
1. The septic tank should .be pumped annually to minimize solids
transport to the soil absorption field.
2. The entire system should be inspected annually, during the period
of high groundwater.
3. Records of the maintenance should be forwarded to the County for
compliance.
4. A professional engineer with experience in high altitude
wastewater disposal systems should be retained to design all
future systems constructed in the Turkey Creek watershed.
. Very truly yours,
ROBILLARD & ASSOCIATES, INC.
Craig F. Robillard, P.E.
President
cc: Sid Fox/EAGLE COUNTY
3381/43/02
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N2 0797
P.O. Box 850 - 550 Broadway
Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE
BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM
Owner: Phoebe Barrett/Chuck.Ogilby/Chuck Malloy Telephone: 476-3070
Address: 2938 South Frontage Road West, Vail, CO 81657
System Location: '.�hrina Pass
Licensed Installer: W. Y. Construction License Number:.011-86-I
Conditional installation approval is hereby granted for the following:
Minimum requirements: 2000 Gallon Septic Tank or Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rate:._ Inch in 20 Minutes
Absorption area per bedroom 200 Sq. Ft.
Number of Bedrooms X Sq. Ft. minimum requirement per bedroom -
equals 2000 Total Sq. Ft. minimum requirement or 300 1 i heal foot of SB2
Special Requirements: Maintain 50 feet from wetlands, maintain 200 feet from water supply
Use distribution box lines to be laged level with 12" back fill, maximum 3' backfill
Date: _ K
CONDITIONS:
Health Officer:
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 III, 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:
No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System
Regulations until the system is approved prior to covering any portiono the sy em.
INSTALLED ABSORPTION OR DISPERSAL AREA: T SQ. FT.
INSTALLED SEPTIC TANK: 1 GALLONS; DEGREES; .T j� FEET
DESIGN ENGINEER OF SYSTEM:
INSTALLER OF OF SYSTEM:
s6l
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR
PHONE:
AERATED ACCESS PORTS ABOVE GRADE: YES_ NO
PROPER MATERIALS AND ASSEMBLY: YES_ NO
COMPLIANCE WITH PERMIT REQUIREMENTS: YES X NO
COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO
COMMENTS:
(Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when
work is completed.)
DATE (Final Approval- s ENVIRONMENTAL HEALTH OFFICER: ---
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS PERMIT
Name of Applicant:- T. Charles Ogi 1 by Name of Owner: Barrett/Ogi 1 by/Mal 1 oy
Amount Paid: 200.00 Receipt Number: 3348 Date: 7-9-87 Cashier: E. Huenink
Check #10421
White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner
r
,C A GLz` CaGIA,Yy
o LEACH
1( FIELD
309 FT
o.
i 1 250FT
C0 Nly L/N6• SGA�L'Q
I r r us S. QUAO AJAP
I 1 1 LP 00 -220'
� WELCOUNTY.
LINE
TAESSACCESS
SQMM Ir COUN7-
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TRACT' 371 r6s,R79w
RECEIVED. SCALE- 300'
JUL 27 1987
EAGLE COUNTY
BACKLUND LAND SURVEYS BUILDING DEPT.
FRISCA. C. 143
PHONE (303)
•
01.4NEa:
LEGAL D
PE--rn, IT SON -ES7 r��. �,
i �.D.S. r.,P. -
RURAL ADDRESS:5X7e ASS
TYPE OF DUELLING: Ce< 1 OF BEwOFIS:
DATE OF PERCOLATION TEST: �r �'S _ �� TYPE OF SOIL:
TEST HOLES PRESOAKED? Yes x No
�--
WATER
PERCOLATION ATE: ti -2 -0 �05 ���C'� S "ClaW- -e—
RECO"^MEPlDED UM SEPTIC TANK SIZE: `2 ��'�
RECOMMENDED 4=fLEACH FIELD SIZE: �
RECOMMENDED MINIMUM SQUARE FOOTAGE PEP. BEDROOM:
Site has been reviewed and tested for percolation rate.
S 9
Date Environmenta Heat t f icer / o
COMMENTS:
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TCA7---^' =OR D."� AL SF'. AG7 OTc`�!q.%.
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APVT
ENVIRU;: !E::TAL 1-E-ALT11 O`'r TC7 - EAGLE
Cl'•C:..
P.U. Eo:: 350
::o
Eagle, Colorado 81631
-
:R:•!IT APPLICATTON FEE. S150.00 328-7311
PFRCOL%TIO`: TEST FF
LME OF OWNER: aA4 7 ✓ /��=G� �r�3
�i����!/%�%�fcA
)DRESS: CX0 g SO, ky. iL
_ PfiO::E:
!(057
L.`!E OF APPLICX,!T (if different from owner):
't
)DRESS:
PHONE:
:SIGN ENGINEER OF SYSTal (if applicable):
s
)DRESS:
PHO::E :
T*:;:: INSLALLATION OF SYSTE:!: W, jl® 6a/
6-7kycTld �V I&Z--c
Licensed Iny�staller (see attached list): YES-
- NO. 0/ % "" 5 9--1
DRESS: T.I�i 13 dX !�d 2 d le i �� 8l'�3 /
PHONE:
ER`!IT APPLICATIO`I IS FOR: New Installation ( )
Alteration ( ) Repair
)CATION OF PROPOSED INDIVIDUAL SE!, -AGE DISPOSAL SYSTE-4:
Street/Rural Address: )V L a SS
Lot Size: 440 e S
Legal Description: f9AC% 37 5-4aZ f- �c�s%,(� Jlllt/ !1_ F6'e 7,U�U %du/nJs h�j� $ate
UILDING OR SERVICE TYPE (check aDolicable cate^_orv) ' e 7q hles- 7- d A7 TfPe of r`h Pm
Residential - Single Family ( ) Residential - Quadolex
Residential - Duplex( ) Co
.•--::ercial (state ssage)
( ) Residential - Tr_plex
UMBER OF PERSONS: /m WIMBER OF BEDROOMS: 3
AS TE
TYPES (check aDolicable cate;ories):
`
(
)
Commercial or Institutional
(
M-Telling "''
(
)
Non -Domestic Wastes
(
)
Transient Use ;
(
)
Garbage Disposal
(
)
Dishwasher !
(
)
Automatic Washer
(
)
Spa Tub ,
(
)
Other
'YPE
OF
I*D=DUAT. SE?:AGE DISPOSAL SYSTE_•t PRO?OSED:
(><)
Septic Tank ( ) Composting Toilet
(
)
Incineration Toilet
(
)
Vault Privy ( ) Greywater
(
)
Chemical Toilet
(
)
Pit Privy ( ) Aeration Plant
— (
)
Rec.-cling, Potable Use
(
)
Other
(
)
Recycling, Other Use
'ILL
EFFLUENT BE DISCiARGED DIRECTL`i I�:TO ?!ATERS OF
THE
STATE: YES ( ) NO
S SYSTT-;-%! DESIGNED FOR LESS 2,000 GALLONS PER
DAY:
YES NO ( )
'ASTE..7ATER FLO:•! REDUCTION PLAN: YES ( ) Diu
(I S Ves , see attached tcas.t ewatet S-ecty .'Leduc tZon. tne;dLods) x
NOTE: The FnvZto;uneitia- H--ae LA O S S.i ce mau ;seduce the Aequi,,.-d ab.sc-tpti cn aAea upon
app,-Lovae oal an adeGua,Le teas.t ucate t Sticty •,Leduc-tCon p.eaL.
OURCE AND TYPE OF WATER SUPPLY:
kell ( ) Spring ( ) Creek/Stream
���%/vtP� /lbjiq-✓p�
Give depth of all wells within 200 feet of system: l��L�
_`
If supplied by community water, give nave of supplier: Al®wp
IGNATURE: c �� caI'7, C#,%-rte5 - -�c�y DATE_ - -7- 7-- (?7 - - -
- - - - - - - - - - - - - - - - /- -
NFORMATION BELOW TO BE FILLED OUT BV ENVIRON!.iEWFAL HEALTH OFFICER:
GROUND CONDITIONS: Percent G.tound S.eope �� c
Depth ,to Bedtoch (pelt. 8' Pto ��.ee Ho2e) .
Depth .to Gnoundccatvt. Tab.ee
SOIL -PERCOLATION TEST RESULTS:. 2(� t iawtcs pe•'c .IL CjL in Hoft 1
Minutes peA inch .to Naee #2
1116Lu.t e s pe%t iiLC I L to tf0te 1.3
FINAL DISPOSAL BV:
( ) Abso•7ptZoj1 TnejLcA, Bed o.'L Pit ( ) Evapo.ttanspiAati.on
( ) Above Ground D•i.sp&•csa,('- ( ) Sand FUtct
( j Unde,.g•-Lound D-i,spc-%,sae ( ) Wast-cicat.'c Pond
( ) Othct
lmoujLt Paid:
QC% ov Recccpt Nuwnbc•'c
---- - - - - --- - - - - -— - -��------------- - - - - --
10TE: Site Plan must be attached to application.
:nv. Health Department - Rev. 4-07-83)
0797 Chuck Ogilby Shrine Pass "13R-99 Tax 02207_
JOB NAME Shrine Mt. InnJay's082-00-003
JA,�'5 Nb / _ Shrine Cabin Mt BARRETT/MALLOY
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MISC. COSTS
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GROSS PROFIT
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