HomeMy WebLinkAbout1255 Bellyache Ridge Rd - 194122305001INDIVIDUAL 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. PERMIT NO. 1967-00 BP NO. MI-11519
OWNER: VAIL RESORTS, INC. PHONE: 970-845-2351
MAILING ADDRESS: P.O. BOX 959 AVON CO 81620
APPLICANT: PETER SHEROWSKI PHONE: 970-845-2351
SYSTEM LOCATION: 1255 BELLYACHE RIDGE RD., WOLCOTT, RED SKY RANCH TAX PARCEL NO 1941-221-00-015
LICENSED INSTALLER: LOGAN CRAIG INC., JOHN CRAIG LICENSE NO.43-00 PHONE: 970-926-4010
DESIGN ENGINEER: ALPINE ENGINEERING, GLENN PALMER PHONE NO. 970-926-3373
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE FIELD OFFICE
1000 GALLON HOLDING TANK, WITH A VISUAL ALARM TO INDICATE WHEN PUMPING IS NECESSARY.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 4/8/00. INSTALL A CLEANOUT BETWEEN THE TANK AND THE
BUILDING. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER
HAS INSPECTED AND APPROVED IT. BU •DING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT THIS APPROVAL.
ENVIRONMENTAL HEALTH APPROVA DATE:_APRIL 19, 2000
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 TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM
COMMENTS:
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE:
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
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
Date: April 19, 2000
TO: Logan Craig, Inc.
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No.:1967-00. Tax Parcel
# 1941-221-00-015; Property Location: 1255 Bellyache RidgeRd., Wolcott, CO.,
Red Sky Ranch field office.
Enclosed is your ISDS Permit No. 1967-00. 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. Please note any special requirements
that may have been added to the design by this department.
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. Please
notify this office if you have not been contracted to perform this installation.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Alpine Engineering, Glenn Palmer
SEPTIC SYSTEM APPLICATION
RED SKY RANCH FIELD OFFICE
VAIL ASSOCIATES, INC.
EAGLE COUNTY, COLORADO
APRIL 2000
Prepared for: Peter Sherowski
Vail Resorts Development Group
P.O. Box 959
Avon, CO 81620
Prepared by: Alpine Engineering, Inc.
P.O. Box 97
Edwards, CO 81632
970/926-3373
4 4-v-
INTRODUCTION:
The Red Sky Ranch project is currently approved to be a 425 acre golf course with a clubhouse (per
"Jouflas Ranch Golf Course" Special Use Permit). The project site is located approximately .75 miles
south on Bellyache Road from the I-70 Wolcott interchange.
A Field Office is proposed to be located within the project site, approximately 1.4 miles south of the
Wolcott interchange on Bellyache Road. The Field Office is to consist of 3 offices with 4 to 5 employees
(weekdays), and 1-2 employees (Saturday). The Field Office is a temporary facility, and expected to be
used for 4 to 10 years. A water holding tank (cistern) and sewage holding tank is proposed for providing
water and sewer service to the facility since neither service exists nearby, and facility is temporary.
FLOW QUANTITY:
5 office persons @ 15 gpd/person x 150% = 112.5 gpd
2 — 4 visitors/day use restroom @ 2 gallons/visitor x 150% = 12 gpd
Total = 125 gpd
HOLDING TANK SIZE:
It is proposed to pump the holding tank once per week:
6 days of use/week x 125 gpd = 750 gallons.
Use one — 750 gallon holding tank (it can be a septic tank without baffles).
If shallow groundwater is a concern, it is recommended that an AMCOR tank be used, or the buoyancy
should be checked.
SOIL PROFILE HOLE, PERCOLATION TESTS:
Since disposal of sewage is not proposed on site (holding tanks), no profile holes or percolation tests were
performed.
SETBACKS:
The holding tanks should be at least:
-5' separation from the building
-10' from potable water supply lines
-10' from property/right-of-way lines
-50' from streams, lakes, irrigation ditches
-50' from springs, wells, suction lines
ISDS Permit # /?& l - n
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8755/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
PROPERTY OWNER: VAI L A SSOGI AT ES I o G
MAILING ADDRESS: PLO, CsJ?l �J�J Ay0XJ , (V ;;I %ZD PHONE • 970- 8-15 - Z35
APPLICANT/CONTACT PERSON: ±15TE12 t-WEPOW ,V_ 1 PHONE • 97b - 0415-23s1
LICENSED SYSTEMS CONTRACTOR: _ 04" Lo&v(\N L_ G I
ADDRESS: 3906 50VAW WIC Z P r:,- P PHONE • 170 -7L& - y1010'
***************************************************************************
PERMIT APPLICATION IS FOR: N NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: 2t�D 1�Ky VzAWe H 5EC(- 22 -14 5 R c p C � P M
Parcel Number:_ gqqj- ja I -b0 -0 ( 5 Lot size: 180 ^GeES
Physical Address:_0j5 BELT VACFE" eG
BUILDING TYPE: (Check applicable category)
( ) Residential / Single Family Number of Bedrooms
( ) Residential / Multi -Family* Number of Bedrooms
(� Commercial / Industrial* Type t=IE'Lb eFF=tc&
TYPE OF WATER SUPPLY: G15TEIEM (X) Well( ) Spring ( ) Surface ( )
Public ( ) Name of Supplier:
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
SIGNATURE: 4W DATE:
AMOUNT PAID:A RECEIPT# I/ Q Fi DATE:
CHECK # (g6XrI CASHIER•
R 83 W
BASt: USGS 7.5 Minute Wolcott, Colorado Quadrangle
Photo Revised: 1987
Map
Location
COLORADO
FIGURE 1. Project Location Map
N
Scale 1" = 2000'
Contour Interval = 40'
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GENERAL NOTES:
1. Contact Alpine Engineering, Inc. at least 48 hours prior to installing any septic system
improvement.
2. Compact sewer trenches to 90% standard proctor density or per soils engineer recommendations.
3. Provide risers on septic tanks to finish grade.
4. Comply with all Eagle County and Colorado Department of Health regulations regarding septic
system installation.
5. Provide minimum 5' horizontal distance between trees and sewer lines and septic tanks.
6. Provide cleanouts at bends.
7. Sewer line to be schedule 40 PVC.
8. Do not begin any sewer construction prior to notification of Alpine Engineering, Inc., Glenn
Palmer (970/926-3373). The septic system is also to be inspected by Alpine Engineering, Inc.
prior to backfill; contact Alpine Engineering, Inc. for this purpose as well.
9. Provide two ties to sewer cleanouts, septic tank, and absorption trench corners, as required by
Eagle County for as-builts.
10. Septic system approval is conditional upon receipt of as -built information.
Sent By: Kemp & Co.;
970 926 1686; Aug-30-99 9:20AM; Page 3/5
"PRAISE THE LARD"
COPELAND CoicrETE
28803 U.S. Hwy. 6 & 24 Rifle, CO $1650
(303) 625-1112
Ton view
1
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24I
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Side view 14"
1000 GALLON CREASE TRAP OR SAND TRAP
Compressive strength 4000 P.S.I. concrete. Bottom & side walls
reinforced with 6-6 10-10 wish pluseb
4-rebar in bottom. Top
reinforced with 6-6 6-6 mesh & 6-3/8ar
om to
Digging Specs: center iof inlet de x xhole g4'1.". Sides
sinletot &outlet
15" from end.
ht Drawing pass 86A
AUG-30-1999 10:02 970 926 1686 94%
P.03
DIM 'B'
u1i
330 - 5000 GALLON CAPCITIES
c rAojK
DIM 'A'
CLEAR ACCESS OPENINGS 7
GROUT BOTH SIDES
—
PRECAST DIVIDER
PLAN VIEWSLOT
BOTH SIDES
24' RING 8 COVER
LOCKING, AIR d GAS TIGHT ARE AVAILABLE
TYPICAL 2 PLACES
ADJUST TO GRADE .�/y
o DKu�Y _ t
—�
INLET
--_--------- -- r�T-
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— —
--- —�11 I I
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WATER DEPTH DIM
0
1'-8' 1
0 0
GROUT ALL AROUND 1 I SLOT
BOTH SIDES 1
2/3 LENGTH 1 1/3 LENGTH
SECTION VIEW AA
GALLON CAPACITY
330
510
750
1000
1500
1800
2500
3000
I 3500
I 5000
MODEL No.
ass -GI
464-GI.
4113-6I
4114-GI
4116-GI
4117-GI
6126-GI
6127-GI
6157-GI
6167-GI
DIM "A*
6--0'
6'-0-
11'-0'
11'-0-
11'-0'
11'-0'
12'-0'
12'-0'
15'-0'
18'-0'
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4'-0'
4'-0'
4'-0'
4'-0-
4'-0-
4'.0-
6'-0'
6'-0'
6'-0'
6'.0'
WATER DEPTH DIM 'C'
2'-0'
3'-0'
3'-2'
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4'-7-
5'-6-
4'-6-
5'-6-
5'.4-
6'.2-
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4'-9-
5'-8'
4'.8-
5'-8-
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4'-0'
3'-0'
4'-0'
6'-01,
7'-0'
6'-0'
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7'-0'
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2'-10'
3%10'
2'0'
3'-10'
6%10'
6'-10'
5'-10,
6'-10,
6'-10'
6'-10'
WEIGHT
10,200
11,850
19,5-175
22.500
26,100
27.300
33,025
34,450
42,700
1 63,822
DESIGN CRITERIA:
UNIFORM PLUMBING CODE - APPENDIX H
NUMBER OF MEALS x WASTE FLOW x RETENTION x STORAGE
PER PEAK HOURS RATE -TIME FACTOR
Colorado Division
NOTES:
1. CONCRETE: 26 DAY COMPRESSIVE STRENGTH N; - 4500 psi
CAPACITY 2. REBAR: ASTM A-615 GRADE 60
IN GALLONS 3. MESH: ASTM A-185 GRADE 65
4. DESIGN: ACI.318-83 BUILDING CODE
ASTM C-857'MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
UTILITY STRUCTURES'
5. LOADS: H-20 TRUCK WHEEL w/ 30 : IMPACT PER AASHTO
6. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM
7. CONTRACTOR TO SUPPLY 8 INSTALL ALL PIPING 8 SAMPLING TEES
8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY
SEPARATE SIDE SEWER
Copyright 1992 ISSUE: AUGUST. 1992
PAY TO THE Ea le Coun Treasurer
ORDEROF g ty **150.00
One Hundred Fifty and 00/100********************************************************
DOLLARS
Seadry . features
t included
Eagle County Treasurer Details an hack.
Karen Sheaffer
P.O. Box 479
Eagle, CO 81631
MEMO ------- - _ —_------------�.._.._"�'.
vo i908?a■ 1: 10 2 1019991:3535003 25311'
ALPINE ENGINEERING, INC.
Eagle County Treasurer
Reimbursables:Filing Fees
ISDS Permit Application Fee
04/04/2000
19087
150.00
Checking 150.00
ALPINE
ENGINEERING INC.
Alpine Engineering, Inc./P.O. Box 97/Edwards, Colorado/81632/970-926-3373/FAX 970-926-3390
FACSIMILE TRANSMISSION
DATE:
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Number of pages (including cover sheet) ID a
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REMARKS:
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SEPTIC SYSTEM APPLICATION
RED SKY RANCH FIELD OFFICE
VAIL ASSOCIATES, INC.
EAGLE COUNTY, COLORADO
APRIL 2000
l��vt5� �4(8[vo
Prepared for: Peter Sherowski
Vail Resorts Development Group
P.O. Box 959
Avon, CO 81620
Prepared by: Alpine Engineering, Inc.
P.O. Box 97
Edwards, CO 81632
970/926-3373
if:73,
R EC,.
00
3 ;
,��a SsID NAf
INTRODUCTION:
The Red Sky Ranch project is currently approved to be a 425 acre golf course with a clubhouse (per
"Jouflas Ranch Golf Course" Special Use Permit). The project site is located approximately.75 miles
south on Bellyache Road from the I-70 Wolcott interchange.
A Field Office is proposed to be located within the project site, approximately 1.4 miles south of the
Wolcott interchange on Bellyache Road. The Field Office is to consist of 3 offices with 4 to 5 employees
(weekdays), and 1-2 employees (Saturday). The Field Office is a temporary facility, and expected to be
used for 4 to 10 years. A water holding tank (cistern) and sewage holding tank is proposed for providing
water and sewer service to the facility since neither service exists nearby, and facility is temporary.
FLOW QUANTITY:
5 office persons @ 15 gpd/person x 150% = 112.5 gpd
2 — 4 visitors/day use restroom @ 2 gallons/visitor x 150% = 12 gpd
Total = 125 gpd
HOLDING TANK SIZE:
It is proposed to pump the holding tank once per week:
6 days of use/week x 125 gpd = 750 gallons. l vo0 1 j�,,� vroi ai +r� v,ti, } I`�v�s�r 4�S �oD•
Use one — wow gallon holding tank (it can be a septic tank without baffles).
If shallow groundwater is a concern, it is recommended that an AMCOR tank be used, or the buoyancy
should be checked.
PraVt62 -Pva-I SwAc l Q14A t,M hq-1 - cdovw, a+ tt,V ivI C6Ltd14m.,
SOIL PROFILE HOLE, PERCOLATION TESTS:
Since disposal of sewage is not proposed on site (holding tanks), no profile holes or percolation tests were
performed.
SETBACKS:
Tile holding tanks should be at least:
-5' separation from the building
-10' from potable water supply lines
-10' from property/right-of-way lines
-50' from streams, lakes, irrigation ditches
-50' from springs, wells, suction lines
G GRADE TYP.
r XISTIN (
/ 74650 Vx
PROPOSED FINISH GRADE
7460 MAINT
7462 t PL GE
1 63
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4.09.02 VAULT
A vault shall have a minimum 1,000 gallon effective
capacity.and may be permitted under limited use
occupancy for water carriage sewage systems on
property which cannot accommodate a sewage treatment
system. A signal device shall be installed to
indicate when pumping is necessary. Vaults shall
meet the same installation and construction standards
as apply to septic tanks except that no effluent
outlet shall be provided.
4.09.03 VAULT PRIVY
A vault privy shall be built to include:
1) Fly -tight construction;
2) A superstructure affording complete privacy;
3) An earth mound around the top of the vault and
below floor level which slopes downward away
from the superstructure base;
4) A floor and riser of concrete or other
impervious material; and
5) Seats and covers of easily cleanable,
impervious material, hinged, self -closing and
fly -proof.
All venting shall be fly -proofed with No. 16 or
tighter mesh screening. Effective capacity of the
vault shall be no less than 400 gallons.
4.09.04 PIT PRIVY
A new pit privy constructed in soil may be permitted
only
1) Upon approval ;of the Eagle County Board of
Health, and
2) For temporary or emergency basis not to exceed
14 days use.
It shall be built to include fly -tight construction;
a superstructure affording complete privacy; an earth
mound around the top of the compartment and below the
floor level, which slopes downward away from the
superstructure base; a floor and riser of concrete
for other impervious material; and with seats and
covers of easily cleanable, impervious material,
hinged, self -closing and fly -proof. All venting
shall be fly -proofed with No. 16 or tighter mesh
52
Edwards Business Center1P.0_ Box 97 ALPINE
Edwards, CO 81632
PSI: (970) 926-3373 FAX (970) 926-3390 ENGINEER, ING INC
FACSIMILE TRANSMISSION:
Date: — v — 0 o
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(If there are any problems concerning this FAX please call Marian at 926-3373)
Number of Pages (including cover sheet):
Transmitted:
for approval as requested reviewed for your use
for review and comment for your reco�i or
Remario:
W.
t-onzwenuallty btatement: ibis Tacslntlle transmission and any accompanying documents contain information
belonging; to the sender which may be confidential and legally privileged. This information is intended only for the
use of the individual or entity to whore this facsimile transmission was sent as indicated above. If you are not the
intended recipient, any disclosure, copying, distribution or action taken in reliance on the contents of the
information contained in the facsimile is strictly prohibited. If you have received this transmission in error, please
call us collect to arrange for the return of the documents to us at our expeltse. Thank you.
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Mar-14-01 15:29 Due West Aviation, LLC 9705249795
LC! Fax Cover Sheet I Mere
Logan Craig, Inc.
P.O. Box 376 Edwards, CO 81632
(970) 926-4010 (Fax) (970) 926-4012
Date• 3/14/01
From: Paul Colwell
To: Janet
Pages — Including this cover sheet: 2
Comments•
Janet,
We have received approval from our client at Red Sky Ranch to install the 2500 gal. septic tank
shown on the next page, with the caveat that it must meet your Eagle County specifications.
Could you just let me know if this is approved?
Thanks,
Paul Colwell
mar-14-01 15:29 Due West Aviation, LLC 9705249795
P.02
-To
2600 gal. septic tank
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Ray Merry
From: Donald Odell [DOdell@vailresorts.com]
Sent: Tuesday, May 31, 2005 8:58 AM
To: Ray Merry
Subject: Re: FW: Red Sky Ranch and other files
Ray,
I am working on your list of outstanding Red Sky items from your email to Deb. Follow up on Item
near bottom of list which was as follows:
...outstanding permit is ISDS #1967-00 which was issued for a holding tank installation to
accommodate a temporary sales trailer. Deb has written to me indicating the trailer has been moved
and the tank is no longer used. The outstanding issue is whether the holding tank was filled with
earth and abandoned in -place or removed and disposed of in an appropriate manner (crushed and
land filled). Deb - please e-mail about this as it does not involve Tom other than his awareness of
where this may have been.
I have been to the site and located the tank. The tank is currently not hooked up to anything. The
tank does have +/- 2 feet of clear liquid (my guess is snow melt as the lid was half way off the hole) in
the bottom. It appears the tank had been pumped and cleaned and then nothing else happened with
it. I will schedule it to be pumped, dug out and removed, crushed and hauled to the land fill. I will
keep you posted, my goal would be to get this completed within the next 2 weeks. I do not want to fill
and abandon in place as this will be close to future lot 33.
I will start working on finding the status of the rest of the email this week.
Donald Odell
Vail Resorts Development Company
PO Box 959
137 Benchmark Road
Avon, Colorado 81620
Direct: 970-845-2937
Facsimile: 970-845-2555
Cell: 970-331-9057
e-mail: dodell@vailresorts.com
Ray Merry
From: Debra DeCrausaz [ddecrausaz@vaiI resorts.com]
Sent: Thursday, December 30, 2004 7:25 AM
To: Ray Merry
Subject: Red Sky Septic #1967
Hi Ray! Nice to hear your holiday wishes on my voicemail last night.
I've been teaching skiing on the mountain this week and trying to keep up on business in the evening
(more challenging than I anticipated .... but fun to be out on the hill.)
Regarding the sales office holding tank, you are correct in that it no longer exists in it former location.
We have relocated the sales office trailer to the Guest Clubhouse site and it no longer has a
restroom, they utilize the clubhouse facilities.
I'm going on vacation tomorrow and will return back into the office Jan.
9. Please feel free to call me on my cell today if you need anything before I leave.
Hope you had a very merry Christmas and I'll see you in the new year!
HAPPY HOLIDAYS!
Deb DeCrausaz, P.E.
Vail Resorts Development Company
office 970.845.2937 1 cell 970.331.9863 1 fax 970.845.2555 1 ddecrausaz@vailresorts.com
1967-00 Tax #1941-221-00-015
1255 Bellyache Ridge VAIL ASS.
JOB NAME -fir Sky Ranch Field Office
Wolcott
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