HomeMy WebLinkAboutBC Mtn PHQ - 210524200006INDIVIDUAL 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. 1818-98 BP NO.
OWNER: U.S.F.S./ VAIL ASSOCIATES PHONE: 970-479-3178
MAILING ADDRESS: P.O. BOX 7, VAIL. CO 81658
APPLICANT: LUIZA PETROVSKA PHONE: 970-926-9088
SYSTEM LOCATION: PATROL HEADQUARTERS, BEAVER CREEK MOUNTAIN TAX PARCEL NO.2105-111-00-010
LICENSED INSTALLER: WATER SYSTEMS OPERATION, JEFF ROBISON LICENSE NO. 56-98 PHONE: 970-479-3174
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK, 110 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 8 INFILTRATOR UNITS, AS
PER ENGINEER'S DESIGN DATED 8/31/98.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8-31-98. ENGINEER IS RESPONSIBLE
FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FINAL APPROVAL
OF SEPTIC SYSTEM HAS BEEN RECEIVED.
ENVIRONMENTAL HEALTH APPROVAL: HEATHER SAVALOX DATE: SEPTEMBER 14, 1998
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 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 CREDIT: 248 SQUARE FEET (VIA 8 INFILTRATOR UNITS AS PER
DESIGN )
INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS IS LOCATED APPROXIMATELY TEN FEET FROM THE
NORTH WEST CORNER OF THE RESTROOM FACILITY.
COMMENTS: THE FINAL ENGINEER CERTIFICATION WAS RECEIVED ON MAY 4, 2004. THIS SYSTEM IS FOR THE
RESTROOM FACILITY.
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 ! .,`r t.h �.C�� 1,u`� DATE: MAY 11, 2004
.:,, CIVV1K171'ICI1HL HtHLIPI HUV-V-t-70 li •cJOrl rl-Vrl JGV
-'plete Applications Will NOT Be Accepted
Plan MUST be attached)
ISDS Permit ff 0
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OPPICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
:.-RIJIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 �
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
;TY OWNER: U.S.F.S. under permit with Vail Associates
ADDRESS: P.O. Box 7, Vail, CO 81658 PHONE:479-3178
T: AN'VCON'lACT PERSON: Luiza Petrovska, LKP. Engineering, Inc PHONE., 926-9088
?:QED SYSTEMS CONTRACTOR: Doug Workman, Jeff Robison PHONE: 479-3174
:;ay/DBA:Mountain Services ADDRESS P.O. Box 7, Vail, CO 81658
APPLICATION IS FOR: A NEW INSTALLATION ( } ALTERATION ( ) REPAIR
'!_O!`r Or PROPOSED INDIVIDUAL SEWAGE DISPOSAL $YSTEM:
:gal Description:
_.. Parcel Number: 60- 0112 Lot Size:
i�ysical Address: Patrol Headquarters - Beaver Creek Ski Area
7 G TYPE: (Check applicable category)
? He5idential/Single Family
i ) Residential/Multi-Family*
X) Commercial/Industrial*
Number of Bedrooms
Number of Bedrooms
Type Restrooms
,= WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) Surface
Public Name of Supplier: Hauled in on daily basis
systems re ire design by a Registered Professional_ Engineer
"RE i" Date: September 1, 1998
PAID: (J`�C RECEIPT ;4: lI (pSS DATE:
CHECK #k: 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: September 14, 1998
TO: Water System Operations
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE: Iss-_ance of Individual Sewage Disposal System Permit No. 1818-98. Tax Parcel
# 2105-1110-00-010. Property Location: Patrol Headquarters, Beaver Creek
Mountain.
Enclosed is your ISDS Permit No. 1818-98. 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
LKP Engineering, Luiza Petrovska
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE:800-225-6136
www.eaglecounty.us
May 11, 2004
Mr. Doug Workman
Vail Resorts Development
P.O. Box 7
Vail, CO 81658
EAGLE COUNTY
RAYMOND P. MERRY, REHS
Director
RE: Final of ISDS Permit #1818-98, Tax Parcel 92105-111-00-010. Property location:
Top of Chair #8, Patrol Headquarters Beaver Creek Mountain.
Dear Mr. Workman:
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.
Since ely,
Janet Kohl
Eagle County Environmental Health Department
ENCL: Educational Brochure
Final ISDS Permit
cc: files, May 2004 Chrono file
500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
05r'04 2004 10:19 97092E9089 LKP ENGINEERING IWD PAGE Ft--,
Enni11eA1191 YitiC.
October 27, 1998
Mr. Doug Workman
Vail Associates
P.O. Dox 7
Vail, CO 81658
Dear Doug:
RE; Inspection of Septic System Installation
PHQ Restroonas, Beaver Creek Ski Area
Eagle County, Colorado
Project No. 98124-PIIQ / Permit No. 1818-98
At the :request of Mr. Jeff Robison, of Vail Resorts Management Company, we visited the
construction site for the PHQ Rest Roonis in the Beaver Creek Ski Resort, Eagle County, Colorado. The
purpose of our site visit was to inspect the installation of the septic system.
They installed the system in overall eompliatice with the septic system d.esi&m, Drawhig No.
98124SD.DWG, dated August 31, 1995. The system was installed as shown on the above mimed drawing,
but was not connected to the restrooms. The restrooms and the Devap Systems will b� installed the last
week of October. They installed 1000-gallop, two compartments, a precast, concrete septic tank.
Eight Standard Infiltrator Chamber's were installed in two trenches with four Infiiltr-ator,, each. The
infiltrators were connected with serial distribution. In the last ixa£iltrator of. each trezacb, inspection ports
were installed. Horizontal distance from center to center of the trenches, was 9 feet or more. All piping was
SDR-35, 4' inch PVC. The depth of the trenches was two to three feet. The soil profile in the trenches was
consistent with the soil described in the report.
If you have arty questions, please do not hesitate to call.
Sincerely,
I1ui.za Petrovska,
President
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(-.I0FFICF\NY 19N1,Vr?D0CSW8124PHQ,WPD
cc: Ms. Heather Savalox, Eagle Coim.ty Environmental Health Division, fax: 328-718.5
P.O. Box 2837, Edv ands, Colorado 81632 ; (970) 926-90PO Tel • (9 7 0) 926-9089 Fan;
05-04-04 11:17 TO:ENVIRONMENTAL HEALTH FROM:9709269089 P06
LKI' ;Engineering, Inc.
SEPTIC SYSTEM APPLICATION
FOR
PHQ RESTROOMS
BEAVER CREEK
EAGLE COUNTY, COLORADO
PROJECT NO. 98124
AUGUST 31, 1998
PREPARED FOR:
MR. DOUG WORKMAN
VAIL ASSOCIATES, INC.
P.O. BOX 7
VAIL, CO 81658
P.O. Box 2837, Edwards, Colorado 81632 • (970) 926-9088 Tel • (970) 926-9089 Fax
2
INTRODUCTION
Vail Associates is proposing to replace the existing septic system at Beaver Creek located
at Beaver Creek Patrol Headquarters with 2 (two) new Devap Systems. The existing septic
system was designed for less than 100 or so flushes per day. Peak days have started to reach the
capacity of the existing system.
The Devap System is a waste conversion and reduction system that is an odorless,
waterless process that uses no chemicals to reduce human waste. Liquid waste is evaporated.
Sinks for hand washing are proposed which will bypass the Devap System and be directed into a
standard septic system. Each Devap System can handle up to 150 uses per day, so the 2 systems
can handle up to 300 flushes per day. On peak days where use exceeds 300 flushes, overflow from
the system is proposed to go to a septic tank (same tank as used for hand washing) and then to an
absorption field.
DESIGN FLOW
A. Restrooms
The Devap System does not use water to flush toilets. The restrooms are to be open to the
public (using the ski area). I have contacted Alex Raycheck who sells the Devap System (1-800-
524-1097) to inquire on sizing and system capacity. Based on his experience with systems
installed in areas of similar elevations and uses and systems installed in the Vail ski area the
following assumptions have been made in the design:
Peak Number of Uses Expected: 500 uses
Capacity of 2 Devap Systems: 200 uses
Excess Above Capacity: 300 uses
200 uses per day = 12 gallons of effluent. To be conservative assume 30 gpd.
B. Hand Washino
The hand washing sinks are to be push-button, low -flow type. They are 5 ounce valve
sinks that provide for approximately 1000 hand washes per day. The water for the hand washing
sinks is to be supplied from a 74-gallon tank to be filled daily (or piped from a tank at PHQ)
500 uses per day @ 5 ounces per use = 2500 ounces — 20 gallons
To be conservative use 75 gallons
Average Daily Flow Qavg = 30 gpd from overflow + 75 gpd from hand washing
Qavg = 105 gpd
Qmax = 105 gpd x 150%
Qmax =158 gpd
LKP Engineering, Inc.
SOIL PROFILE AND PERCOLATION TEST
One, 7.5 feet deep soil profile hole and three percolation holes were excavated within the
proposed leachfield area as shown on the location sketch. The soil profile consisted of one foot of
topsoil over 6.5 feet of brown, sandy gravel with cobbles and boulders. The percolation holes
were dug and presoaked on August 17, and we ran the tests on August 18, 1998. The average
percolation rate recommended for design is 20 minutes per inch.
ABSORPTION AREA
A = Qmax/5✓20 = 158gpd/5✓20 = 141 square feet
Compare with Long Term Acceptance Rate of 0.72 gpd/sf
A=158/0.72=219 square feet - more conservative
50% reduction for Infiltrators in a trench configuration
A=110 square feet
Allowed area of one Infiltrator for design = 15.5 square feet
Use 8 infiltrators in two trenches with four infiltrators each. The two trenches with infiltrators will
be connected with serial distribution.
LIMITATIONS
This report has been prepared according to locally accepted professional engineering
standards for similar methods of testing and soil conditions at this time. There is no other
warranty either expressed or implied.
Sincerely,
LKP ENGJNEERING,
��
Luiza Petrovska, PE
President
Enclosure
C:\OFFICE\WPWIN\WPDOCS\98124SD.RPT
E
LKP Engineering, Inc.
Standard Infiltrator
See Detail
Serial
Distribution
TOP OF
CHAIR 5
A1nspeP-2 tion Port
PROFILE
Cleanout =
ew Restro S
Dev Systems)
d Han ashing
EXIS
1000 gallon concrete
septic tank
1370
- - - - - - -
i
i
i
' 11400
1 I380
11390
SEPTIC SYSTEM LOCATION 98124
CIVIL/GEOTECHNICAL PATROL HEADQUARTERS SCALE: — 1 „ = 40'
pp BEAVER CREEK SKI AREA
LKP Engin eerin�, Ila (', EAGLE COUNTY, COLORADO DATE.- 08-31-98
PREPARED FOR:
P.O. Box 2837 Edwards, CO 81632 DRAWNG NO.:
tel (970) 926-9088 fax (970) 926-9089 VAIL ASSOCIATES 1
TOILETS
G--�—�
DEVAP 2000 SYSTEM
HAND WASHING SINKS
1000GALLON CONCRETE SEPTIC TANK
BY COPLAND CONCRETE OR EQUIVALENT
m
TOP VIEW
SIDE VIEW
m
T'
Q
:2 A
r) 1f/
90' ELBOW
1000 GALLON TWO COMPARTMENT
CONCRETE SEPTIC TANK
DETAIL A - A
N.TS.
STANDARD INFILTRATOR
90' ELBOW
INFILTRATOR CHAMBER
SEPTIC SYSTEM DESIGN PROJECT NO.: 98124
✓' ^� CIVIL/GEOTECHNICAL PATROL HEADQUARTERS SCALE.
N. T. S.
BEAVER CREEK SKI AREA
1P Engineering, Inc. EAGLE COUNTY, COLORADO DATE' OS-31-98
r PREPARED FOR:
P.O. Box 2837 Edwards, CO 81632 DRAWING NO.:
tel (970) 926-9088 fax (970) 926-9089 VAIL ASSOCIATES 2
NOTES:
7. The building sewer line from the house to the septic
tank shall have a maximum slope of 114 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 sidewolls of the trenches shall
be raked to eliminate smearing.
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. Back fill 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 En vironmen tal Health Division,
Chapter 4, Individual Sewage Disposal Systems.
10. The Septic System Installation shall be inspected by
the Design Engineer prior to bockfilling.
SEPTIC SYSTEM DESIGN - 98124
CIVIL/GEOTECHATICAL PATROL HEADQUARTERS SCALE:
g �j]7 BEAVER CREEK SKI AREA
LK N. T. S.
Engineering, Inc. EAGLE COUNTY, COLORADO DATE: 08-31-95
PREPARED FOR:
P.O. Box 2837 Edwards, CO 81632 DRAW/NG NO.:
tel (970) 926-9088 tax (970) 926-9089 VAIL ASSOCIATES 3
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Location: Ski Patrol Headquarters Client: Jeff Robison
Beaver Creek Mountain Vail Associates
Eagle County, Colorado P.O. Box 7
Vail, CO 81658
Project No.: 98-124
P-1
P-2
P-3
TIIv1E/DEPTH
25-8/16"
23"
21-10/16"
10
21"
1-4/16"
10-10/16"
16-10/16"
1-8/16"
10
22-12/16"
added water
15-12/16'
1-12/16"
11-6/16"
12/16"
18-6/16"
1-12/16"
10
17-10/16"
1-14/16"
11-10/16"
4/16"
19-10/16"
added water
8-14/16"
1-4/16"
10
19-4/16"
1-10/16"
12"
6/16"
10-10/16"
1-12/16"
10
20-4/16"
1"
12-6/16"
6/16"
12"
1-6/16"
10
21-4/16"
1"
12-12/16"
6/16"
13-6/16"
1-6/16"
10
22-4/16"
1"
13-2/16"
6/16"
14-12/16"
1-6/16"
PERC RATE
10 MIN/INCH
26.7 M1N/1NCH
7.3 MIN/INCH
AVG PERC
14.07 MINUTES PER INCH (use 20 for rocks)
Average Percolation Hole Diameter: 17 Inches
Holes Dug and Presoaked: August 17, 1998
Test Run: August 18, 1998
05.' 04/2004 10:19 9709269089 LKP ENGINEERING IHC PAGE A
LIEF' ENGINEERING, INC.
RO, Box 2937
Edwards, CO 81632-2837
(970) 926-9088
)~ax (970) 926-9089
PERCOLATION TEST RESULTS
Location: Sld Patrol Headquarters Ctient: ,Jeff Robison
Deaver Creel£. Mountain Vail Associates
Eagle Coimty, Colorado P_U. Box 7
Vail, CO 81658
Project No.: 98-124
-X
P-2
P-3
TIME/DEPTH
25-8/16"
21"
21-10/16"
10
21"
.1-4/16"
10-10/16"
16-101116"
1-8/16"
IQ
22-12/16"
added water
15-12116"
1-12/16"
11-6116"
12/16"
19-6/16"
1-12116"
to
17-10/16"
1-14116"
11-10/16"
4116"
19-10;16"
Added water
8-14/16"
1-4/16"
I0
19-4/16"
1-10116"
12"
6/16"
10-10/16"
1-12/16"
10
20-4/16"
1"
12-6116"
6/1.6"
12"
1-6/16"
10
21-4/16"
1"
12-12/16"
6/16"
1.3-6/16"
1-6/16"
10
22-4/16"
1"
13-2/16"
6/16"
14-12/16"
1-611h"
PER RATE
101v1W1NCH
26.71v1 N/MCH
7.3 MTP4,WC:H
AVG PERC
14.07 MilN=S 1''1✓R ]NCR (use 20 for rocks)
Average 1'ercolation Hole Diameter: 17 Inches
Holss Dug and Presod-,ed: Aug=17, 1998
Test Run: ,august 18, 1998
05-04-04 11:17 TO:ENVIRONMEPITAL HEALTH FROM:9709269089 R02
1818-98 Tax#2105-111-uu-ulu
JOB NAME Patrol Headquarters U.S.F.S/VA
Beaver Creek Mt.
DEVAP SYSTEM
JOB NO.
IAQ 1 AP•ATIAhI -
BILL TO
DATE START
DATE COMPLETED
DATE BILLED
deS-741L. /,000
la
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 277
JOB FOLDER
Printed 1n USA
