HomeMy WebLinkAbout226 E Lakeside Trl - 194122401001INDIVIDUAL 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. 2208-02 BP NO. 14301
OWNER: DUNDEE REALTY USA LLC PHONE:
MAILING ADDRESS: P.O. BOX 1593, AVON, CO 81620
APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289
SYSTEM LOCATION: 226 LAKESIDE TRAIL, WOLCOTT, CO TAX PARCEL NO. 1941-224-01-001
LICENSED INSTALLER:_ VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 45-02 PHONE: 970-845-2528
DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289
INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE
1500 GALLON 2 COMPARTMENT SEPTIC TANK, 1000 GALLON 1 COMPARTMENT CONCRETE DOSING TANK AND A D-
NITE TREATMENT TANK CONNECTED IN SERIES TO THE MAIN LEACH FIELD FOR THE LAKESIDE CLUSTER SYSTEM
PERMITTED UNDER IS-2108-01.
SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 6/21/02, WITH A CLEANOUT
BETWEEN THE FIRST TANK AND THE HOUSE. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE
DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION,
OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY
WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: DULY 9, 2002
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 1500 GALLON 2 COMPARTMENT SEPTIC TANK, 1000 GALLON DOSING TANK, AND A D-NITE TREATMENT
TANK, AS PER ENGINEER'S DESIGN. SEE AS -BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS.
COMMENTS: THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON JUNE 13, 2003. THE AS -BUILT DRAWING
WAS RECEIVED FROM THE LICENSED INSTALLER ON OCTOBER 20, 2003. THIS SYSTEM IS CONNECTED TO THE
LAKESIDE CLUSTER SYSTEM LEACH FIELD.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS
MADE. ARRANGE A RE -INSPECTION WH WORK
ENVIRONMENTAL HEALTH APPROV DATE: MAY 11, 2004
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DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328=8788
TOLL FREE:800-225-6136
www.eaglecounty.us
May 11, 2004
Dundee Realty USA, LLC
P.O. Box 1593
Avon, CO 81620
EAGLE COUNTY
RAYMOND P. MERRY, REHS
Director
RE: Final of ISDS Permit #2208-02, Tax Parcel #1941-224-01-001. Property location:
226 Lakeside Trail, Wolcott, CO., Dundee Realty USA, LLC
Dear Property Owner;
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.
Sincerely,
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
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: July 9, 2002
TO: Vail Resorts Development, Jamie Pappas
Raymond P. Merry, REHS
Director
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit #2208-02. Tax Parcel
#1941-224-01-001. Property Location: 226 Lakeside Trail, Wolcott, CO.,
Dundee Realty USA, LLC property.
Enclosed is your ISDS Permit #220802. Please obtain a field copy of the engineer design
stipulated on the permit from the engineer. It is valid for 120 days, or for the duration of your
current building permit for this property. 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 Environmental Health
must also view the installation prior to back filling. Please call well in advance for your
final inspection. Your TCO will not be issued until our office receives this certification
from the engineer, and views the installation.
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
Fluidyne Engineering, Thomas J. Kallenbach
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
UU/ 101 LM rnl a,1L rnn 4VU 000 LJJJ IIUI JiU 4-H KAI HUI
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VAIL R E S O R T$ DEVELOPMENT COMPANY
June 11, 2003
Justi:u Buchanan
Fluidyne
25 N. Willson Ave. Suite F
Bozeman, MT 59715
Fait: 405-586-2335
Dear Justin:
As you are aware we have C=Pleted the necessary tF, t g mquiremabts for the midence
at Lot 57, Lakeside Trail, Red Sky R,atch. I have, aompieted the testing mquirments as
tlstructed by Fluidnye lue. The, water -tightness test and veta$cation of oorrect operation
of the force mamn pump is discussed below.
1000 gad 1SOG Galion Tank:
A water tightness test was conducted over• a 2 day period fran% May d —May 8, 2003.
There 'was no measurable crop in water level. Thus indicating no measureable leak in the
Septic/Dose Tank.
On may 5"' 2003 the farce main dosing, p=p was ttrtaaed on and it was vied that this
Pump operated as desWged. The shared drawfield for this facility was previously
inspected and certif led by Fluidyne Inc. as Part Of the Certi!60ate of Occul oy for the
"Lakeside, Pumphoum' Buthroom,
Please feel free to call me during the day if I can provide you with any fatlaer
WOMAttm
Thnk you,
Vail R sorts Development Company
amie .Pappas, Project Mamger
VA14 pAesohrxr
Wl 1;MW DevelapmeM Company • 137 Eenehr.m& Road . poet Office B= 959 + Avva, CalWAC10 0162OZ959 . (970) B46.2535 • fax (970) W-2555 • www vrdc.cam
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F L U I D Y N E
Scientists Engineers Inventors
June 13, 2003
Eagle County Environmental Health Department
Ray Merry, Director
500 Broadway
P.O. Box 179
Eagle, CO 81631
Subject: Red Sky Ranch Lot 57 Certification of Completion
Dear Ray:
Please accept this letter as confirmation of completion of the. components serving the
Red Sky Ranch lot 57. The individual system doses a pressure sewer for the Lakeside
Place clustered system. The lot 57 components are comprised of the 1500-gallon
septic tank, 1000-gallon dose tank, and the Eliminite ® unit.
Vail Resorts Development Co. engineer Jamie Pappas, P.E, has tested the system.
The certification process involved a leak test on the septic and dose tanks and a test to
assure the transport of wastewater through the forcemain to the Lower Aspen Bluff
Cluster (see enclosed).
The inspection reveals the functionality of the system and its ability to support the
treatment of wastewater. This letter serves as a certification of the system, that it is
operative to provide wastewater treatment and that it was built in accordance with the
approved plans.
Please call with any questions.
Respectfully,
Adie Phillips for Thomas J. Kallenbach, P. E.
Cc: Jamie Pappas
_ �i
F L U I D Y N E
Scientists - Engineers - Inventors
June 21, 2002
Ray Merry
Eagle County Environmental Health
500 Broadway
P.O. Box 179
Eagle, CO 81631
Re: Lot 57 Application for Attachment to Lakeside Place System
Ray Merry:
Included in this submittal is the application and supporting plan sheets for an
ISDS Permit for Lot 57 of the Red Sky Ranch Subdivision. Please note that the
tank configurations (septic, dose, and D-Nnite) shall be placed in outside of the
building envelope. The building sewer must stub out from the building to
maintain at least'/4" per foot of slope. 90 degree elbows should not be used in
the building sewer configuration, instead 90 degree sweeps or 45-degree fittings
will be acceptable.
The submittal includes the following items:
• Completed Application for ISDS Permit
• Submittal Fee of 150$
• Site Plan
• Wastewater System Detail Sheet
Please call if you have any questions or need any further information.
Sincerely,
Adie Phillips
Cc: Jamie Pappas
JOB NAME_ 2208-02 Parcel 1941-224-02-002 Z- 0/
Lot 57 Red Sky Ranch
Wolcott
6B LOCATION
"-&
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
-T-, C--D--U-eO It- k/ r xA1v'C'L"-e-
36
01
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JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
7 �171
TOTAL LABOR
INSURANCE
S) Iq - '4
SALES TAX
f f
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT,
JOB FOLDER Product 278 JOB FOLDER Printed In ".SA
A B C D
D-N1TE SYSTEM 2" EXTRUDED FOAM INSULATION
t 28' DIA. LID
/
INSULATE BOTTOM OF LID '
d d QQ Q d Q FILTER FABRIC
MIRAFI 14ON (OR
:l11=1�jt�ll=1�11=11\�11\11=i1i=,��l;\\Ii`i=1 a s ° n d Q EQUIVALENT}
_ G.4 4
4d
a
! 4'0 SCH 40 PVC v c d• d a �. d d 4 4
TO SEPTIC TANK d TO 1 1/2' GRAVEL FILL
AROUND ENTIRE TANK 2'
d d d _ d• V G o a
MINIMUM WIDTH
D-NM UNIT
PROVICED BY FLUIDYNE Inc. INSTALLED BY
CONTRACTOR USA PATENT No. 5534147 & No. 5676828
D-NITS UNIT COMES COMPLETE AND READY TO INSTALL 1 LB BODE /DAY
CONTRACTOR TO MAKE CONNECTION TO 4' SEPTIC TANK 1 1/2' SCH 40 PVC
RETURN LINE AND 1 1/2' DOSE LINE. ALL OTHER PIPING FROM DOSE TANK.
SHOWN ON D-NITE UNIT IS PROVIDED BY FLUIDYNE Inc. SLOPE TO DRAIN.
28' LD. RISER GREEN FIBERGLASS, INSULATED, 1000 GALLON PRECAST CONCRETE DOSE TANBC
' 1500 GALLON PRECAST CONCRETE DUAL COMPARTMENT SEPTIC TANK LOCKING LID (TYP OF ALL LIDS)
FINISHED GRAD INSULATE BOTTOM OF LIDS (TYP)
a
i— O
ZIP a -
J �
v d
4'0 SCH 40 PVC RETURN LINE
FROM D-NITE DRAIN INSTALL
TEE WITH 12' STUB DOWN
18' BELOW USE TEE OR
LIQUID LEVEL CONCRETE BAFFLE
I
a
4"0 SCH 40 PVC FROM
RESIDENCE SLOPE 1/4" PER
FOOT
e'
d. a •e - Q - - A n - - - - • -
SLOPE 1/4' PER FOOT
4"0 SCH 40 PVC
2" THICK EXTRUDED CLOSED CELL,
SUBGRADE INSULATION (TIP)
v
d 4'
WATER TIGHT
JUNCTION BOX
1 1/2" PVC UNION
DRILL 3 16"0 WEEP HOLE
d
1 1/2"0 SCH 40 PVC ELBOW
TO D-NITE UNIT SLOPE TO DRAIN
1 1/2-0 SCH 40 PVC
HIGH WATER ALARM
M
PRESSURE SEWER ON
co
d - - PRESSURE SEWER OFF
I- R
ON/ OFF
d- :4-
-CONTRACTOR TO PROVIDE TANK BEDDING IN ACCORDANCE—/
WITH MANUFACTURER RECOMMENDATIONS.
nesign Criteria Lot 57 Lakeside place Cluster 5g5tem
acilitq: 5 [bedroom 51r4c Family Nome ( Lakeside place)
aAcwater Generation for purpose of 5eptic Tarp, Volume Calculation:
2 people per bedroom X 7� gallons per person per dale X 5
bedralms X I �?07- peakinq factor-1125 gallons/ daq
equate Septic Tark Size (to provide 30 hour retention time) : 112�
gallons per day{/ 24 hours per day{-46,875I gallons per hour
46,87� gallon per hour X 3O hour retention time-1406 opllons
eptic Tank 517e In V6510n: 1 �700 gallons
a5-Eewater 6eneration: �72�7 ga1lon5 ( Approved Value from Sate of Cdor
ado 5ite Approval proce55)
akeside place Cluster Absorption Area Credit: 4�2 0 5a, ft, ( via 140
chambers) '
Anticipated Absorption Credit Consumed bq Fach Lot: �525 gallons per
date/ 0.69 gallons per dais per 5a, ft, 471 5q, ft.
.emaining ion Credits After Lot 57 Hxku : 3869 5g, ft,
H � H
-LOAT
WITCH
d
O T d
CV
rD
If
i CV
I .. Ad
GRUNDFOS KP 250 SUBMERSIBLE
EFFLUENT PUMP TO D-NITE UNIT
INSTALL "PIGGY -BACK" FLOATS T
RECIRCULATION PUMP FOR LOW WATER
CUT-OUT
GRUNDFOS KP 250 SUBMERSIBLE
EFFLUENT PUMP TO PRESSURE SEWER
1 1/2 . 0 SCH. 40 PVC DOSE LINE
FROM DOSE TANK -iYMAL PIS SEWER I
PRESSURE SEWS BENCH DETAIL
GRUNDFOS KP 250 SUBMERSIBLE
EFFLUENT PUMP
GRUNDFOS KP 250 SJBMERSIBLE
EFFLUENT PUMP
0
00
RAW SEWAGE LINE
FROM RESIDENCE FORCEMAIN TO
4' 1000 GALLON PRECAST PUMP STA110N
1500 GALLON PRECAST CONCRETE DOSE TANK
C DETAIL
C6.0 SCALE: 3/4`1'
PIPE BEDDING MUST
BE FREE OF LARGE
ROCKS, SHARP ROCKS,
TREE STUMPS, LOGS,
& OTHER UNSUITABLE
DEBRIS.
MIN 2" PIPE BEDDING
MATERIAL OVER
INSULATION
/— 4' THICK BY W" WIDE 25 psi
/ EXTRUDED INSULATION BOARD
(AASHTO SPEC
POLYSTYRENE, M230-70) 8'
LENGTH MINIMUM WHERE PIPE
IS LESS THAN 6.5' DEPTH
AND UNDER DRIVEWAYS
PIPE
4' CLEAN GRAVEL
Z/_OR SAND
,/-4' CLEAN GRAVEL
OR SAND
4" SCH 40 PVC SLEEVE UNDER DRIVEWAYS
UNDISTURBED SOIL
0
u
z
in
C6
LOT 57 NOTED
SEPTIC TANK: 1500 GALLON PRECAST CONCRETE SEPTIG TANK
DOSE TANK: 1000 GALLON PRECAST CONCRETE DOSE TANK
D-NITE UNIT: PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc_
USA PATENT No. 5534147 AND No. 5676828
DOSE PUMP: GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP
DOSE PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH, AUDIBLE / VISUAL HIGH
WATER ALARM
RECIRCULATION PUMP: GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP
RECIRCULATION PUMP CONTROLS: SUPPLIED BY FLUIDYNE Inc.
DRAINFIELD FLOAT ASSEMBLIES 3 ANCHOR MINI -FLOATS, OR EQUIVALENT
1. PVC TO BE JOINED W/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER
MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED.
FITTINGS PRIMED W/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER
AND REPLACED AT THE CONTRACTORS EXPENSE.
2. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER.
3. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE.
4. CONTRACTOR TO TEST SEPTIC TANK & DOSE TANK FOR WATERTIGHTNESS.
ANY MEASURABLE WATER LOSS IN A 24 HR PERIOD WILL BE REJECTED.
5. SLOPE ALL PIPES TO DRAIN.
A
20 10 0 20 40 60 80
SCALE 1'= 20' CONTOUR INTERVAL 2 FEET - -
f
. r
LOT 58 0� '; . JOUFLAS RANCHES, INC. _�-