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HomeMy WebLinkAbout127 Trough Rd - 168926100010INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 FOR REPAIR OF SYSTEM
Telephone: 328-7311 or 949-5257 or 927-3823 UNDER PERMIT # 511
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 903
Please call for final inspection before covering any portion of installed system.
OWNER: Julian i en Hohenbergg PHONE: (901) 522-9875
MAILING ADDRESS: 2 South Front Street, Suite 710, Memphis, TN
AGENT: Vicki Di vel ey/Ron Hei nan PHONE: 653-4444
SYSTEM LOCATION: 0127 Trough Road, Bond, Colorado 80423
LICENSED INSTALLER: Ron Heinen - Hynoon Excavating LICENSE NO.
DESIGN ENGINEER OF SYSTEM -
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Sewage pump - 100 gallons, 2 HP pump.. 220 Volts, 141' Two 1250 gallon
tanks. 3 Drywel l s to be exposed. Key for al tert��al ve - switch once per 80' 14"
pipe to septic manifold. Fall 2 per 100' to 70 to alternator.
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ENVIRONMENTAL HEALTH OFFICER: Erik Edeen DATE: April 26, 1989
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, 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 Ill, 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: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED
PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABS0RPTIOrrN OR DISPEERRS,4L AREA: SQUARE FEET.
INSTALLED SEPTIC TANK: GALLONSZ DEGREES 6 C) FEET
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALSAND ASSEMBLY 4 YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: A YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
/
COMMENTS: ` T 66v M S
ENVIRONMENTAL HEALTH OFFICER: L DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANTIAGENT: Vicki Di vel ey/Ron Heinen
AMOUNT PAID: $15O. OOP LI" 13'811 RECEIPT#: 1393
PERMIT
OWNER: Julien Hohenberg
CHECK#: 06 CASHIER: Jo Brophy
d APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT_
�i ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number: 3279
1< P. 0. BOX 179
EAGLE, COLORADO 81631
949-5257 Vail 328-7311 Eagle 927-3823 Basalt
PERMIT APPLICATION FEE $150.00 I PERCOLATION TEST__FEE $125.00
NAME OF OWNER:
MAILING ADDRESS:
j� PHONE: _-
.- NAME OF APPLICANT ( I f different from owner) : 1 C P_
ADDRESS; :cay, J1 4 . �, �I M r C1_0 (A•Z3 i P ONE : (Qt3-L{ 44 '
DESIGN ENGINEER OF SYSTEM (If applicable):
ADDRESS: - PHONE:
PERSON RESPONSIBLE FOR INSTALLA ON OF SYSTEM: " ( IUD
LICENSED INSTALLER: (i YES ( ) NO
ADDRESS: PHONE: '
PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOS
L SYSTEM:
Physical Address: OI
Parcel Number: - - Lot Size: r1.Gre.s
Legal Description: pl
BUILDING OR SERVICE TYPE (Check appl 4able category):
Residential - Single Family ( ) Residential - Fourplex
( ) Residential - Duplex (/Y') Commercial (Type)
( ) Residential - Triplex
NUMBER OF PERSONS: NUMBER OF BEDROOMS: 13
WASTE TYPES Check applicable categories):
Commercial or Institutional O Dwelling
) Non -Domestic Wastes - ( A Transient Use
( ) Garbage Disposal ( x)'Dishwasher
Automatic Washer (oy Spa Tub
(�) Other (Specify): _.
TYPE OF NDIVIDUAL SEWAGE DISP SAL SYSTEM PROPOSED:
Septic Tank Composting Toilet ( ) Incineration Toilet
Vault Privy (, ) Greywater ( ) Chemical Toilet
( ) Pit Privy ( ) Aeration Plant':( ) Recycling, Portable
Use
( ) Other ( ) Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES
NO
IS SYSTEM DESIGNED FOR LESS THAN 21,000 GALL'ONS.PER DAY: (X ) YES ( )
NO
WATER CONSERVATION PLAN: ( ) YES ( )
NO
NOTE: The Environmental Health Office may reduce the required absorption area upon
approval of an adequate water conservation plan..
SOURCE AND TYPE OF WATER SUPPLY: (X Well ( ) Spring ( ) Creek/Stream
Give d pth of 11 wells within 200 feet of system: A/%!
If su phied y mmuM ty water, give name of supplier:/^^
SIGNATURE:
INFORMATION BELOW TO BE FILLED
DATE:
BY ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: Percent ground slope
Depth to Bedrock (Per 8' profile hole
Depth to Groundwater table
SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1
Minutes per inch in Hole #2
Minutes per inch in Hole #3
FINAL DISPOSAL BY:
Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Above Ground Dispersal ( ) Sand Filter
( ) Under Ground Dispersal ( ) Wastewater Pond
( ) Other
AMOUNT PAID: •�-' RECEIPT NUMBER DATE: q- I
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER".
(Environmental Health Dept. - Rev. 4/88)
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MAY 18 1981
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ENVIRONMENTAL HEALTH
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May 15, 1981
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Mr. Jim Chubri1.10
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Colorado Department of Health
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P.O. Box 658
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Oak Creek, CO 80467
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RE: Leachfield Replacement for State
Bridge Lodge
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Dear Jim:
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We have finally gotten a preliminary
approval from the Denver &
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Rio Grande Railroad for placing the above
referenced leachfield
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in railroad ROW.
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The season is about ready to start at
the Lodge so we are anxious
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to get this replacement constructed.
Thus an expeditious review
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would be greatly appreciated. I can
follow up with a "Request for
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Amending a Previously Issued Site Approval" form if you need one.
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If you have questions, please contact
me. Thank you in advance
for your assistance in this matter.
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Sincerely,
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Rick Kinshella
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Eric Edeen,`
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COLORADO DEPART E i OF HEALTH
SIN£ r\ Frank A. Traylor, M.D.
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Richard D. Lamm �
I826 Executive Director
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June 51981 1981
E1xvin i�ENTAL HEALTH
5
Mr. Rick Kinshella
Eldorado Engineering Company
P. O. Box 669
Glenwood Springs, Colorado 81601
Re: .Teach Field Replacement for State
Bridge Lodge - Eagle County
Dear Nick:
Please find enclosed a copy of approved plans for the above -referenced
project.
"As -built" plans should be submitted to this office when the project is
completed. -
You are reminded that the Water Quality Control Division of the Colorado
Department of Health, by review of plans and specifications, assumes no
responsibility for the successful operation of the works so reviewed.
It is the primary responsibility of the agency constructing and operating
such works to see that they will operate satisfactorily.
Thank you for your cooperation during the review process.
Very truly yours,
WATER QUALITY CONTROL DIVISION
James R. Chubrilo
District Engineer
Field Services Section
J�RC.dec
cc:v Erik Edeen Eagle Count
g y Environmental Health
Enclosure
4210 EAST 11TH AVENUE DENVER,COLORADO 80220 PHONE (303) 320-8333
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Memorandum
TO: ISDS File
FROM: Roger Hosea
File #511 for the State Bridge Lodge is null and void. A new
system consisting -of 3 drywells,`a-1250 gallon septic tanks
and an aerator/pump was installed and approved in April 1989.
The repair permit number is 903:
xc #903
Board of -County Commissioners Assessor
Clerk and Recorder
' Sheriff
Treasurer
P.O. Box 850 P.O. Box 449
P.O. Box 537
P.O. Box 359
P.O. Box 479
Eagle, Colorado 81631 Eagle, Colorado 81631
Eagle, Colorado 81631
Eagle, Colorado 81631
Eagle, Colorado 81631
r.kVIAI . uu uLl l r r l�::' � +V 1':.1V lE1L t1L t1L1L1
ROUTE FORM
)ATE REFERRED ����s2� AP�P� CATION NO.
LOCATION
'lease review the attached application and return it and this completed form
:o the Environmental Health Office. . .
��ANINC Complies with: Yes -No Reviewed By
Subdivision Regulationsl
Zo ing Regulations
T GC Ci7 -.,/— 21.
Recommend Approval �ET I -
,omments:
3UILDING Set Backs
Site
Other
Recommend Recommend Approval
'omments
..,
. vGTNEEP.:
(A-b t necessary)
Roads
Grading
Drainage
Recommend Approval
FEE: $SO
• APPLICATION NO.
0WN ER
LEGAL DESCRIPTION:of
�✓
RURAL ADDRESS:
TYPE OF DWELLING: � 'T' � �(l� # OF BEDROOMS: T
DATE OF TEST: �j6--- I TYPE OF SOIL: Gt cam/
TEST HOLES PRESOAKED: YES NO
TIME I WATER DEPTH
@ 1 2 3 1 2 3 1
-4L 60
INCHES OF FALL
PERCOLATION RATE:
0
TANK SIZE:
SQUARE FOOTAGE PER BEDROOM:
LEACH FIELD
SIZE:Z2;-f� ki
Site has been reviewed and
tested for percolation rate.
We recommend: APPROVAL
DISAPPROVAL
//.
DATE:
EAGLE COUNTY
ENVIRONMENTAL
HEALTH OFFICER
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MADE IN U.S.A. NO. R 753
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EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
Name) �—
�i - 1 Q - 89 Gt 327C?
Date Routed 0127 Trough Application No.
Location
Please review the attached Individual Sewage Disposal System Permit Application and
return it with this completed form the the Environmental Health Office.
PLANNING: Complies with - YES NO REVIEWED BY DATE
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:
COMMENTS:
BUILDING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
ENGINEER: Complies with -
Roads:
Grading:
Drainage:
Recommend Approval:
COMMENTS:
ENVIRONMENTAL HEALTH: Complies with -
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
COMMENTS:
YES NO REVIEWED BY DATE
YES NO REVIEWED BY DATE
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EAGLE COUNTY DENA MIEN: OF ENVIRONMENTAL HEALTH
PLEASE'CALL FOR FINAL P. 0. Box,850 -, 550 Broadway
Eagle, Colorado 81631 PERMIT MUST BE`T•
INSPECTION BEFORE COVERING AT INSTALLATION S
ANY PORTION OF INSTALLED SYSTEM
328-7311 or 949-5257 or 927-3823 PERMIT NO. N ° 5 1 1
Nancy C. Bruen, Star Route No. 0-2, Bond, COlorado
OWNER: Julien J. Hohenberg Manager: ADDRESS:
SYSTEM LOCATION: State Bridge Lodge - 0139 Trough Road Bond, CO
LICENSED INSTALLER: LICENSE NUMBER:
**CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following:
MINIMUM REQUIREMENTS: gallon septic tank or aerated treatment unit.
Absorption area or dispersal area computed as follows:�����,�
PERCOLATION RATE:. 1 inch in 20 minutes. f*74P_1-r
Absorption Area per Bedroom sq. ft. 6 S 3 — '� h
No. of Bedrooms x sq. ft. minimum requirement per bedroom
total sq. ft. minimum requirement. R"
SPECIAL REQUIREMENTS: Must follow the Engineer -design as designed by
Eldorado Engineering. If necessary, must get a road cut P ermito.07
DATE: June 9, 1981 INSPECTOR: 06e��_
Erik W. Edeen
**CONDITIONS:
1. All installation must comply with all requirements of the 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 building and zoning 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 installed system is
approved prior to covering any part.
Installed Absorption or Dispersal Area: sq. ft.
Installed Septic Tank:
Design Engineer of System:
Installer of System:
gallons.
Phone:
Septic tank cleanout to within 12" of final grade or
aerated access ports above grade? Yes No
Proper materials and assembly? Yes No
Compliance with permit requirements? Yes No
Compliance with County/State regulations 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: INSPECTOR:
RE -INSPECTION DATE: INSPECTOR:
RETAIN WITH RECEIPT RECORDS PERMIT NO. N! 5 11
CHARGES Name of Applicant: Nancy Bruen
Percolation Test = $50.00 Name of Owner: Julien J. Hohenber
Permit Fee (includes final inspection) _ $75.00 Amount Paid: $125.00
ALL CHECKS OR MONEY ORDERS ARE TO BE Receipt Number: EH #6717
MADE PAYABLE TO: EAGLE COUNTY Cashier: Nancy C. Morgan
White and Pink Copies - Environmental Health Department Green Copy - Applicant/Owner
PLEASE RETURN THIS PORTION WITH YOUR SITE PLAN AND FEES
i,jzt5-7311 949- 257 ' 927-3823
ENVIRONMENTAL HEALTH
BOX 850
EAGLE, COLORADO 81631
PERMIT FEE = $75 PERCOLATION TEST FEE = $50
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
NAME OF OWNER: -7Suj:tA.2 J .
ADDRESS:
NAME OF APPLICANT (IF DIFFERENT FROM OWNER):
ADDRESS: Q nk o .L_
DESIGN ENGINEER OF SYSTEM (IF APPLICABLE):
ADDRESS: CA % ,.. ,,-._.. /N_
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:
ADDRESS:
NO.
PHONE:
PHONE: %6 -_S8 9 j
Ili
e%%y PHONE:
PHONE:
PERMIT APPLICATION IS FOR: ( ) New Installation ( NJ Alteration X ) Repair
LOCATION OF PROPOSED FACILITY: County l¢_ Lot Size ye��,,„J
City or Town, if within City or Town Limits
LEGAL DESCRIPTION:
STREET (RURAL) ADDRESS: -213_ct % <<,,, . k1-1_ R& ,
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? ( ) Yes ( ) No
BUILDING OR SERVICE TYPE: (Check applicable category)
( ) Residential - Single-family dwelling ( )
( ) Residential - Duplex ( )
( Commercial - State usage
# Persons � 7 -1— # Bedrooms 1"3
l WASTE S: (.Check -all
T�k all applicable)
( ) Commercial or Institutional ( ) Dwelling
( ) Non -domestic wastes ( ) Transient Use
( ) Other
Residential - Triplex
Residential - Quadplex
SOURCE AND TYPE OF WATER SUPPLY: ( X) Well ( ) Spring
Give depth of all wells within 200 feet of the system:
If supplied by community water, give name of supplier:
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( ) Septic Tank ( Aeration Plant ( )
( ) Vault Privy ( ) Composting Toilet ( _)
( ) Pit Privy ( ) Incineration Toilet (, )
( ) Greywater ( ) Other
( ) Garbage Grinder
( ) Dishwasher
(�) Automatic Washer
( ) Creek or Stream
Chemical Toilet
Recycling, Potable Use
Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ( ) Yes
Signature
( k') No
Date 197fl
INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER
GROUND CONDITIONS: Percent Ground Slope:
Depth to Bedrock (per 8' Profile Hole): Depth to Groundwater Table:
SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole No. 1
Minutes per inch in Hole No. 2
Minutes per inch in Hole No. 3
FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) 'Evapotranspiration
( ) Above Ground Dispersal ( ) Sand Filter
( Underground Dispersal ( ) 'Wastewater Pond
( Other
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MAY 181981
ENVIRONMENTAL HEALTH
May 15, 1981
Mr. Eric Edeen
Eagle County Environmental Health Department
P.O. Box 850
Eagle, CO 81631
RE: Leachfield Replacement for State Bridge Lodge
Dear Eric:
Please find enclosed for your review three prints of the above
referenced leachfield design. Prints have also been sent to Jim
Chubrillo and the Denver & Rio Grande Railroad. Since the tourist
season is rapidly approaching, we are anxious to get to construction.
Thus an expeditious review would be greatly appreciated.
If you have questions or require additional information, please
contact me.
i
Sincerely,
Rick Kinshella
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Enclosure
xc: Nancy Bruen
Jim Chubrillo
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JOB NAME
903-89 TxPrcl#1689-234-00-011
0139 Eagle County Rd, #P-11
- 0127 Trough' Road, Bond
Julien Hohenberg
JOB NO.
Ir1R 1 nr`A"nN1
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
-- — -
PERMIT #511 9©3
OWNER: Julien J. Hohenberg, Manager
LOCATION: State Bridge Lodge
0139 Trough Road - Bond
INSTALLER:
SIZE OF TANK:
DWELLING: Commercial for 47+ people
PERC RATE: one inch/ 20 minutes
Engineer Designed:
-- R
E
X
S
%L JOB COST
ROSS PROFIT
OVERHEAD COSTS
OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278 ®p NEW ENGLAND BUSINE Final i zed:
Printed in U.S.A.
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1359
Please call for final inspection before covering any portion of installed system.
OWNER: Yarmony Mountain Partnership %/ �� �( CI DI, L,4&1g l PHONE: 303-653-4431
MAILINGADDRESS: State Route 4- clty: Bond staae: CO Zip: 80403
APPLICANT: Alpine Engineering Glen Palmer PHONE: 926-3373
SYSTEM LOCATION: 'leTAX PARCEL NUMBER: q Q
LICENSED INSTALLER: �I ���ln, O�YL �) LICENSE NO:
DESIGN ENGINEER OF SYSTEM: �-1 ,17� V�Y �il/ra►Y���l� ► V�
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
2.9500 GALLON SEPTIC TANK * System is only designed for 1800gallons/day
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 1800 SQUARE FEET OF TRENCH BOTTOM. 48 infiltrator units
SPECIAL REQUIREMENTS: Maintain sewage pump to provide longer run time and dosing Of trenches. The 21
gallon capacity of teh grease trap is not to be exceeded. Water should be directed away from
.1 1 each field Barricade area to eaeh field. in
use of system as per en i3.e.ex-s-des' ort,a._Ro-" must be provided for every 50 patrons.
ENVIRONMENTAL HEALTH APPROVAL:. DATE:
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF TH TY 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 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: 2000 SQUARE FEET.
INSTALLED SEPTIC TANK: 2500 GALLON DEGREES FEET FROM
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY X YES —NO
COMPLIANCE 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: YLX May only provide "china" plate service and restroom service to 20 patrons/day
May do paper plate service or additional people,'' 1y. ese peop a must use porta po ies.
Berta peties must be provided for every 50 people abeve 29 Senfine use of system as per
ENVIRONMENTAL HEALTH APPROVAL: en i e-e- 1 g. 1___cQp the grease tradpATLnay not be exceeded.
y�EGNVIfjQNMENTAL HEALTH APPROVAL: DATE: 0
A f (RE- TION IF NE SSARY)
NiNTT RECORDS
APPLICANT / AGENT:
OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK #
'�`f—r�br-i-��•` �'y: c,.•^i FdLt"(- .: ;�"."?�T�'TC-.-v�T:•'� ::J �,.. ,-.•. T--�, -J
T3Cs Permit #
Building Permit I
• •APPLICATION POR m; VIDUAL SEWAGE DISPOSAL SYSTEM P8#t=T
MIROUMENTAL HEALTH OFFTCt- EAGLE CC}m' I
P.O. BOX 174
EAGLE, CO 81631
• �28-8733/929-38i3(Sa�eltj
PEKMZT AMOXCATION PRE 0130.00 PERCCI ATIOIN TSST PEE $3 0 0 . G
��•��:*xx*�ek,kit•k3****•�*��t�a*�:,rat*rrt,a�r��***rr�a�e**�r**��r**•��r����r�e,�*�.a�***�,�*�i***•rr
FROPEP-TY OWNER',_' Vickie Diveley
tdA]►YIFC ADDAESs:.,-Star Route 2,. Bond 80423p 303-65.3-4444
APPLICANT jCONTACT PERZON; Vickie Diveley REM! 303-6
LIC I'D SYSTEKS Ct?MSACTOR., Ron Hienen, highnoon .corn&.
eI7RFSs: __ g8t?ZiE; 303-328-1632
SIT APPLICATION I$ FoR: ('} NEW n1STXJ.JN=0N
WCRTION O8' PROVCSM INDZVZDUAL BEWAi3E DXSSPO$4kL SYRTERs
Legal D4kerript3.on3 see attached
Parcel. Number: Lot vine: 47 &ne�
Physical Address: 5Ls3 'Rricigo T.nrlga
$if2*.IX3 is T•YpB: (Check aVpiicable category)
( ) Re$i'dantial / single Pamily Nurt.er of Bedroome
Residential / Multi -Family'* MUrber Of Bedroem8
{ ) CaMMercial industrial* Type -
TYI?E Or WATIM PpLn Well( ) Spring f } Surface ( �
Public ( ) Name Of. Supplier:
*Then* systems require designs by. a Registared ProrasaiongZ 7:rigfuaar
NOTE; SITE PLAIT NIIST BE ATTACxED TO APPLICATION
HAKE ALL HEMI PAYABILE TO s "EACLE COUNTY TREASURZR,v
5TG2iATIIRE: "'� D?AT£:
,r*�kyr*ir*ir�F**;.xxY* **x *.►*�Y.r**ix.rrw7lr,t k R**,tlwx,r+r**yc* 17N4,ir*w�f»
AMOUNT PAID:—_RECEIPT# BATE:_
CHECx # CA5HI$Rt
TO7A- P.03
......................
HFW-06-1994 09: 1 9 P. 02
ALPINE
ENGINEERING INC
May 18, 1994
Ms. Vickie Diveley
State Bridge Lodge
Route 2
Bond, CO 80423
Re: Septic System -
Dear Vickie:
Your septic system was repaired so that it would handle up to 2,000 gallons per day
(gpd) of sewage. The use of the State Bridge Restaurant, bar, and cabins should be closely
monitored to make sure that the discharge to the septic system does not exceed 2,000 gpd. The
discharge is limited to 2,000 gpd because the capacity of the two existing septic tanks is limited
to 2,000 gpd, the new absorption trenches are designed for 2,000 gpd, and use over 2,000 gpd
requires review and permitting by the State of Colorado. Two:thousand gpd is generated from:
1. Bathhouse discharge from persons renting the 11, (1) bedroom cabins.
2. Use from the 2 bedroom owner residence.
3. Food preparation and restroom service for 20 "china" meals per day.
4. Food preparation ONLY, for 65 paper plate meals.
If persons eating lunch, dinner, or snacks at parties in excess of the 20 "china" meals per
day use the restrooms, the capacity of the septic system will be exceeded.
If more than 20 persons per day eating meals in the restaurant /bar use the restroom,
the capacity of the septic system will be exceeded. If the capacity of the septic system is
exceeded, it is likely that it will fail.
It may be best to lock the bathrooms during high use periods such as parties on
weekends, etc., and provide adequate porta potties outside.
Sincerely,
Glenn Palmer, PE
GP/hcp
cc: Ray Merry
Edwards Business Center 9 P.O. Box 97 • Edwards, Colorado 81632 • 303/926-3373 • FAX 303/926-3390
,U1%
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+ EXHIBIT A
e
The terms and aonditione -set forth in Exhibits "A"i attachOd bervto
attd Incorporated beroto anld incorporated herein by reforento $halt
f'Qrn a part of thi's votktraat. '
A parcel or land located 1n the 543h$ENSEk Of becttcn Z3, the NVOWUNE"Eli
end the MNE1 4f Section 26, township Z South, Range 83 Heat of the Gth
prthcipel fermitan, Eanle County, Colorado occoradinp to the$ Xndeperident
Rexurvey of ss,i,d Township a""d Range as•appraved by the U.S. Surveyor
General Ut Denver, Colorado on Aprii 3p, 19181 said pastel boiny more ,
particularly de. crtbed as -.follows, to -wits
Req(nning at the Northeast Cornar of Section 26 of said Ttwnship end Ranges
thence. Kbrth, along the East l ine of Section 23 a3proximately 33o.00 feet
to the North line. 01 the S�St;,5E.h5Ek of Section 2 '1
thence. along s.41d North line in a westerly direction approximatsl;Y 1,390 feet
to the Ncs,t ling of the SE�SE6 or section 23;
thence in o southerly+ direction approximately 330 feet to the (forth 1 i*•of
Section 26, saii'd Township an4 Rang;
thepev along sold North line S. 098671 W. apnroximatelY 689 feet tD the V29t
line. of, the NE%f?ANE% of Sectim MI
thence to a abutherly direction 91,010 said westerly line to the southerly line
of sa-td K-Ow- rlEh of section 26
thence Easterly along said southerly 11ne approxiasately zOD feet to the
northerly, right of way of Parcel iio, 3 Colorado DepertmQut of Highways Pro3ect
Pia. 50123 (1s)1
thence along said right of way In an easterly direction to the northerly right
of way of the Oe"tver and Rio Crende Western Railroads
thernee along said railroad right of way in a northeasterly direction to its
intersection with the East line of section 26;
thence'North to the Nrirtheast Cornet' of Section 26$ tilt place of beginning.
PARCEL 2:,
A parcel or land 10,pateid is the 11ME4 Of Section 260 Tpwnshiir 2 Soutln, Re"Ve
83 West of the 6th Principal Meridian, Eagls'County, Colorado according to the
i""dajpendent 1lesurva3,y Pf sold fownSMD and Range as approved by the U.S. Surveyor
General in Denver, Colorado on April 30, 19181 $did parcel being more particularly.
described as follows, to wits
le,pinnina at n taoin't where the northerly ripfit of way bonndar.y Of Parcel No. 2,
to orado Denartmelnt or nipiiweys Protect No. S0121 (18) tt"tarsebts the southerly
ripl:t of way of the Uonver and Rio nrande Western Rai Iroad, also the north batik
or the Colorado River;
thence aloop said southerly railroad ri"iht ofmay and northerly bank of the .
,'olorado River in an east a►l,v grsatinn to as point where tiles lot,erseck'the East
line of Section
z8, said township and ranoet
,hence Svuth alum" sole! bast 1,1n�e to its intersection 1lritli the northerly right,
{f gray line of said Parcel #tqj.• 2 of Colorado Department of 14iphwaYs PraNct NO,
3[t121 (18)i'
oven+ce 81069 said northerly right of way -in a itesta:rly direction to its inter
--ertion with the Southerly right Of wary of the Denver and Rio rrsnde, Nes+tern
tailroad and the northerly bank of ths7 Colorado River, the piece of bepinnina,
'MCEL 3%
parcel cff land located In the MEI MI of Sectiota 26, 3ownshill 2 South,_ Range
3 1,hest or th+a 6tsi Pritrcipal huridion, liable County, Cvlora4p accordinie to irha:
,ndernendent Ptesurvey of said Township and Ranoe as epl)roved by the 11.9. Vurvevnr
antral in vetiver, Colorado oil April 30, p18r said parcel beiuo more. aarticnularly
.scribed as follows, to wit: .
;AY-06-1494 09: 2a ' P. 04
- O S
. 'Page 2
- 4 '
PARCEL, 3: (Continued)
aminting at the Southwest Corner or the NENNE% of Section 25, said townsh-lD
.rtd ra nqo $ .
thence• fn a Wort#�srly diractiun alorili till west lime of said N HE4 of gection I
E6 to the Horth bank of the Colorado Lover, also the South right of way '
boundary of the Oenver and Rio Grande Western Railroad; :
thence alunq said river Dank and said right of way it+ a northerly direction
to its intersection with the southerly O ubt of way boundary_ of Parcel Ho. 2¢ .
Colorado Department of Highwtys Project No. SO121(1B1;
thence a10"g said right a wa,y- houhdary in all easterlyint
er-
section to its ter -
section WIN tlie'South line of•the NE�NEk: of Section 26; t
thence along said South line in a westerly direction to the Southwest Corner of
the NErlE Ith of Section 2d, the plave or' beginning, '
Excepting therefrom thoso portitrris conveyed to the Denver, Northwestern and
pactfic Railwey Company by Deed recorded in Book 72 at pale 156 of the faille
County_ records and tliose pardons conve sd to the State op Colorado Department
of N1.ghways by Bead recorded 1tt Book 197 at a e 535 of tite Evale County records
and the parcels described as,Project No, S0k MO) (parcel lit . Z) and 6o,ject No.,
01211.18) (Parcel No. 3). Also excepting that parcel conveyed by geed recorded '
October .17, 1973 in Book 231 at page 536 p9 same ntay effect auhject property'.
• • 5
1
• P 0
I1 .
MAY-06-1 age 09 : 21 P.05
TO ' d 002E SV6 202 S T : 60 P66 T-90-AUW
I-i�fDROISiIA`�IO I� L� + �' Eull�tizx SP'G-�'�.1
PUMPS -PA �'l4,�, IC�DF`3� I�11���
YawsmXami lm DATA-
MODEL SPGW200 LIQUIDATORO SUBMERSIBLE GRINDER PUMPS
l/u
W87
GENERAL NOTES
1. Existing topographic information is from a topographic map
prepared by others.
2. Provide 4' minimum cover on sewer service. typical. (Between
septic tank and building).
3. Provide 6' minimum between trenchwells.
4. Provide 5' minimum clear horizontal between trees and sewer
pipes and septic tank.
5. Provide inspection portals per Eagle County regulations.
6. Provide risers on septic tank to finish grade.
7. Comply with all Eagle County regulations regarding septic
system installation.
8. Inspect distribution box on a yearly basis to verify equal
distribution of effluent to each absorption line.
9. Install infiltrator system per manufacturers recommendations
and Eagle County Health Department requirements.
Seeding
We recommend that the disposal field be seeded after installation of the
subsurface disposal system. A good native grass cover will promote evapotranspiration
from the field.. We recommend using a seed mix such as a "Foothills, Pasture, or
Prairie mixes available at local feed and seed stores. These mixes do not require
irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system
should be installed above the disposal field.
Operation and maintenance plan
The owner must realize an onsite sewage disposal system Is considerably different
from public sewer services. The owner must be aware of and assume the responsibility
for continued maintenance of the system. We recommend the pumping of the septic
tanks at the end of the first year of use to monitor sludge accumulation and at a
minimum of every 2 years afterward. There are also daily considerations, such as not
putting plastic or other nonbiodegradable material down the sewage disposal system.
Also, water use must be carefully monitored so toilets are not allowed to run when seals
malfunction. To illustrate the point, it should be noted a running toilet will consume in
excess of 1000 gallons per day if allowed to run. As the system is designed for only
900 GPD. Excessive loading (such as from running toilets) will flood and irrevocably
harm the system, and stress the onsite well
We also caution you against installation of a water softener. The high levels of salt
from the backwash of a water softener is detrimental to all onsite sewage disposal systems
and a separate drywell should be constructed for the backwash waste if a water softener is
installed. No landscaping or plastic can be installed over the disposal field which will reduce
evapotranspiration from the field.
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GREASE INTERCEPTOR
DIM 'B'
330 - 5000 GALLON CAPCITIES
DIM'A'
CLEAR ACCESS OPENINGS 7
GROUT BOTH SIDES
- l ) + I lip
—' I +
1
—
/
PRECAST DIVIDER
��
PLAN VIEW SLOT
BOTH SIDES
24' RING & COVER
LOCKING, AIR & GAS TIGHT ARE AVAILABLE
TYPICAL 2 PLACES
ADJUST TO GRADE
I I I I I I I I
0.e•0a '0> .0
INLET OUTLET
--
-------------------- - - - - - ---r r
LJ I I
o_ I I o
I
° DIM I I e DIM'E'
0 ELBOW \yam
DIMDIM 'C' I I
'D' WATER DEPTH T I a I I DIM'C'
I
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O. o o.
GROUT ALL AROUND SLOT
BOTH SIDES
2/3 LENGTH 1/3 LENGTH
SECTION VIEW AA U513 '750 - Zscoia
GALLON CAPACITY
330
510
750
1000
1500
1800
2500
3"
3500
5000
MODEL No.
463-GI
464-GI
4113-GI
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'-W
12'-0'
1 W-0'
18'-0"
DIM'B'
4'-0'
4'-0'
4'-0-
4'-0'
4'-0'
4'-0'
6'-0'
W-0'
6'-0'
6'-0'
WATER DEPTH DIM'C'
2'-0-
T-0-
3'-2'
3'-2'
4'-7'
5.-6
4'-6'
5'-6'
5'-4'
6'-2'
DIM 'D"
2'-2"
3'-2'
1 3'-4'
3%4'
1 4'-9'
5'-S'
V-8'
5'-B'
5 ' - 6 ']63
4'
DIME'
T-0-
4'-0'
3'.0-
4'-0'
6'-0-
7'-0'
6'-0'
7'-0'
T-0'
0'
DIM "F"
2'-10'
3'-10'
2'-10'
T-10-
5'-10-
6'-10'
5'-10'
6'-10'
6'-10'
0'
WEIGHT
10,200
11,850
19,575
22,5W
26,100
27.300
33,025
34,450
42,700
22
DESIGN CRITERIA: NOTES:
UNIFORM PLUMBING CODE - APPENDIX H 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f o - 4500 psi
NUMBER OF MEALS WASTE FLOW RETENTION STORAGE _ CAPACITY 2. REBAR: ASTM A-615 GRADE 60
PER PEAK HOURS x RATE x TIME x FACTOR IN GALLONS 3. MESH: ASTM A-185 GRADE 65
4. DESIGN: ACI-318-83 BUILDING CODE
ASTM C-867'MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
UTILITY STRUCTURES*
S. 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 & INSTALL ALL PIPING & SAMPLING TEES
8. GRAY WATER ONLY, BLACK WATER SWILL BE CARRIED BY
SEPARATE SIDE SEWER
ISSUE: AUGUST,1902
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Page 2
Your ISDS permit indicates that your system had a final
inspection; however, our division has not yet received the
information on your sewage pump repair. Your engineer required
that it be maintained to provide a linger run time to provide
adequate dosing of the trenches. We would appreciate your
submitting that information at your earliest convenience.
If you have any questions regarding these concerns, please
contact your engineer or our department at 328-8755.
Sincerely,
Shannon Garton
Environmental Health Specialist
... .. _ . _ v - 1 „-1 . — L 11L a vu i iNccr, i I vu l INA. I iJ 5�ti' f'�lJ'r f . 02
AL
ENNGiNEERING NC /
i
April 27, 1994
Aft. Ray Merry
Eagle County Department of Health
P.O. Box 179
Eagle, CO 81631
RE: State Bridge Septic System
Dear Mr. Memy,
INTR.IODUCTIQN
As discussed with you and Vicki of the State Bridge Lodge, the septic system at the State
Bridge Lodge does not appear to be functioning properly. Based upon discussions with Ron
Reinert (who constructed the original septic system), VI&L you, and review of the County file
far tlae septic system, the system operates as follows:
Sewer services from the cabins, bathhouse, and restaurant gravity drain to a holding tank
where effluent is pumped by means of a 100 gpm, 2 HP pump to two (2) 1250 gallon septic
tanks which are currently plumbed in parallel. A 3x3xl6" = 100 gallon +/-. grease trap is
connected to a sink in the kitchen. It is not clear if the dishwasher is connected to the grease
trap. .(A plumber is to be on site this week, and is to verify plumbing.)
The septic tanks drain by gravity to two, 4' diameter "dry well" tanks that'are
approximately 8' deep. Apparently a third drywell exists at the site, but only the bottom 4' of
the third dryweU would be functional if plumbed to the other two dryweils.
The drywells have hales or gaps in the sidewalls to allow effluent to discharge thraaigh
the. warps of the tank, to approximately 1' to 2' width or cinders of gravels which is located outside
of the drywell.
.Apparently, the drytiwells, do not percolate effluent adequately: the ,drywells°' frequently
have effluent ponding to near the top of the drywell, and sometimes are pumped out. The
percolation rate of the soil was determined to be 20 mitt/in when the system was installed, by
others.
It is not clear when the grease trap was connected to the systems whether the grease trap
it trig enough, or if the ,grease trap is connected to the dishwasher. Per the map provided by
Eagle County, it appears that the sewage pump, and the dry wells are located within the railroad
right-of-way. Vicki believes that the State Bridge Lodge existed prior to the railroad so that
permission or an agreement exists with the railroad. Ownership,. property boundaries, and
agreements have not been studied or reviewed as part of this study.
Edwards Business Center 0 P.U. Box 97 • Edwards, Colorado 81632 i 303/926-3373 s FAX 303/926.3390
ALPINE
ENGINEERING INC
May 6, 1994
Mr. Ray Merry
Eagle County Department of Health
P.O. Box 179
Eagle, CO 81631
RE: State Bridge Septic System
Dear Mr. Merry,
i
MAY Q 61994
EAGLE COUNTY
COMMUNITY DEVELOPMENT
Ron Heinen and I met at State Bridge earlier this week to review the existing septic
system and to make recommendations for its repair. Percolation tests were performed, and the
dry wells, grease trap, sewage pump station and septic tanks were reviewed.
Grease was not obviously visible in the drywells, and the mode of failure was not clearly
evident. Test holes dug near the dry wells indicated that the soil was saturated around the dry
wells. The dry wells had effluent in them to a level of 1.5 to 3' below the ground surface (full).
Apparently the dry wells failed because of inadequate capacity.
Although the sewage pump turned on and pumped effluent while we were present, the
pump ran for only 10 to 15 seconds and pumped about 1 foot of depth of effluent out of the
holding tank. It does not appear that the float switches or pump controls are working properly.
The grease trap is located directly below the sink in the kitchens. Insufficient
information regarding kitchen use makes it difficult to determine if the grease trap is adequately
sized.
Summary
report.
Calculations, and additional observations and recommendations are provided in the
1. If the septic tank is re -piped to operated in series, and a baffle is knocked out of
one tank, the septic tanks have the capacity to handle 2000 gpd.
2. The sewage pump should be maintained to provide a longer run time for the
pump, and to provide dosing for the absorption trenches.
3. The capacity of the grease trap should not be exceeded.
Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 • 303/926-3373 • FAX 303/926-3390
4. Approval to install the absorption trenches along the county road shoulder should
be obtained. Ron Heinen contacted Don Fessler, of the Eagle County Road and
Bridge Department, who_ indicated that if the Health Department approved the
septic system along the road shoulder., it was OK with him.
5. A culvert should be installed under/across the county road to allow surface runoff
to be directed away from the absorption trenches.
6. Some sort of barricade should be provided to keep vehicles form parking and
driving on the absorption trenches. The details of the barricade should be
coordinated with Eagle County.
7. To keep the quantity of effluent to less than 2000 gpd, and within the capacity of
the septic system, the following uses are allowable:
• 11 (1) bedroom cabins @ 2 person/cabin @ 50 gpd/person
• 2 bedroom owner residence
• Food preparation and restroom service for 20 "china" or regular meals per
day @ 10 gallon/patron
• Food preparations only for 65 paper plate meals.
Portable toilets should be provided for all uses in excess of the uses noted above.
Sincerely,
Glenn Palmer, PE
2
Predicted Flow Rate
2 bedroom owner residence x 2 person/br x 75 gpd = 300 gpd
Water conserving devices, 25% reduction = 225 gj2d
11, 1 bedroom cabins (use bathhouse)
11 br x 2 person x 50 gpd/pers = 1100 gpd
25% reduction for water conserving devices = 825 gpd
Lodge, Restaurant and Bar = 283 gpd
20 regular, prepared in the kitchen meals/day x 10 gal/patron = 200 gpd
Parties 100 paper plate meals x 1.5 gal/meal (food service) = 150 14
100 patrons x 2.5 gallon/patron (restroom) = 250 gal
Total = 1650 gpd x 150% = 2475 gpd
Since the septic tank is sized for 2000 gpd peak flow, the effluent directed to the septic system
cannot exceed 2000 gpd.
Allowable Flow Rate
11 cabins @ 825 gpd
Owner Residence @ 225 gpd
Restaurant, 20 regular meals @ 200 gpd
1250 gpd
150% peak factor x 1250 = 1875 gpd
(food preparation for 65 paper plate meals)
65 paper plates meals @ (1.5 gal)(75% water conserve)(150% peak) = 150 gpd
1985 gpd
ALL PARTY OR PAPER PLATE PATRONS MUST USE PORTABLE BATHROOMS
NOTE: All fixtures should be water conserving, and should be of a permanent nature and
should be verified for installation.
Grease TrW
The existing grease trap is approximately 21 gallons.
Per the uniform plumbing code:
Size = 20 meals x 2 gals x 1.5 hrs x 1.5 = 90 gallons
Apparently, a low flow, water conserving dishwasher is to be installed. Many meals are
prepared outside on the BBQ grill, where pots, pans, etc. do not require washing. IF THE
GREASE TRAP IS NOT OF ADEQUATE SIZE, OR GREASE GETS INTO THE SEPTIC
SYSTEM, FAILURE OF THE SEPTIC SYSTEM CAN BE EXPECTED. IT IS
3
RECOMMENDED THAT THE EXISTING GREASE TRAP IS CLEANED ON A
REGULAR BASIS, AND THAT THE CAPACITY OF THE GREASE TRAP IS NOT
EXCEEDED.
Percolation Test
Hole #1
#1
Hole #2
#2
Hole #3
#3
Hole #4
#4
10:35
.85
10:36
.84
10:37
.60
10:38
.90
10:45
.92
10:46
.94
10.47
.75
10:48
1.03
10:55
.99
10:56
1.06
10:57
.87
10:58
1.14
11:05
1.05
11: 06
1.17
11: 07
.99
11: 08
1.23
11:15
1.10
11:16
1.27
11:17
1.10
11:18
1.30
11:25
1.15
11:26
1.35
11:27
1.18
11:28
1.35
11'35
1.19
11:36
1.43
11:37
11:38
11:45
1.22
11:46
1.48
11:47
1.35
11:48
1.45
20 minutes per inch is proposed to be used for the percolation rate.
Four percolation tests were performed, along the shoulder of the county road near the
existing drywell.
Soil Profile
The soil profile hole should be completed before installation of the septic system, when a
backhoe is available at the site.
Sewage Ejector Pump
The sewage pump and controls should be maintained and inspected prior to operating
the repaired septic system, to verify proper performance. Currently, it appears that the float
switches turn the pump off prematurely. If the pump does not run long enough, proper dosing
of the absorption trenches will not occur.
Absorption Trenches
The absorption trenches are proposed to be located in the shoulder of the "trough",
county road, in the same area as the existing drywells. The existing drywells and the proposed
trenches appear to be located within both the railroad and Eagle County Road right-of-way.
Permission should be obtained from appropriate entities to install the septic system as proposed.
Currently, the roadside shoulder area is used for parking. Vehicles should not be
4
permitted over the trenches. A means to keep traffic off of the shoulder and trenches should be
coordinated with Eagle County.
A large drainage basin to the west of the site drains along the highway right-of-way, and
county road right-of-way to the east, to the north side of the county road. A culvert needs to be
installed to allow surface water to drain south towards the Colorado River.
Size of Absorption Trenches
A = Q/5 VT = 2000/5 ✓-20 = 1789 SF
(1789 SF)(50% infiltrator reduction) _ (3' wide) = 2981f
Check with application rate.
A = 2000 gpd/1.2 gpd/sf x 50% reduction = 833 sf _ 3 = 277 LF
USE 300 LF MINIMUM OF INFILTRATORS
5
StAte Bride Lcpl�e
0127 Trough Rd HCR2
Bond, CO 80423
(970) 653-4444
December 11, 2002
Memorandum for the Record
Subject: Phone conversation with Jim Wilson re: SBL septic system history
1. Luiza Petrovska has recommended Jim Wilson as a contact to evaluate and assess the
condition of the existing septic system. Luisa was contacted on Tuesday 10 Dec for an
initial introductory meeting.
2. Jim worked on the system when Vicky owned SBL, he did a lot of midnight trouble
shooting above and beyond and Vicky never paid the last $400 she owed him.
3. He believes the lift station has only one pump, a leach field along the road and did not
remember the capacity of the holding tank.
4. A & A septic out of Kremmling has done the pump out for the last 5 years.
5. Ron Heinen is familiar with the system, has done design/repair work on it for Vicky.
Ray Merry of Eagle County is also familiar with Vicky's design and problems with the
system.
6. We need to contact Janet at Eagle County to get the records and/or drawings for all
repair and work done on the system (328-8755). Janet was contacted Wednesday AM and
will dig up the requested records. Mr. Ray Merry was coincidentally contacted at this time
and has set up a meeting for Tuesday or Wednesday the week of December 16. He
explained that the current system is at it's full capacity and is non -conforming and that we
should meet to discuss options.
7. Conway will contact Mr. Wilson again after obtaining the records from Eagle County
and after contacting Mr. Heinen of A & A Septic, then we will meet jointly with Luiza
Petrovska.
GJC
Stote 13ril�e_ Lcpl�e
0127 Trough Rd HCR2
Bond, CO 80423
(970) 653-4444
December 13, 2002
MM61 vh.�
Memorandum for the Record
Subject: Phone conversation with Ed from A & A re: SBL septic system history
1. Called A & A Friday AM, asked for Ron Heinen, Ed returned call (390-1427).
2. Ed had done the maintenance on the SBL system for the last several years. He did not
clean the system this last summer because he was not called. He figured since the Parks
were selling SBL they didn't want to spend the money.
3. He thinks there are two 1250 tanks. He confirmed that there is one pump in the lift
station and that there are dry -wells along the road. These dry -wells occasionally get grease
in them which is bad for the system. The pump at the lift station has a quick disconnect
which is good.
4. There has been an ongoing problem with roots growing in the pipes that lead to the
bathhouse. Ed has cleaned these roots out in the last few years and he recommends a
product called "Root -Ex"
5. Ed rated the system as OK when augmented with 10 to 15 porta-potties for events.
6. Ed recommended pumping the system out next spring after things get going, and not
now (late fall).
GJC
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POSSIBLE REASONS FOR ABSORPTION FAILURE
Asithougb there are numerous reasons that can cause failure of septic system it appears
that either one or both of the1oilowing conditions have caused the wet wells to have failed.
I. Clogging of the, absorption surface of the wet wells from grease.
2. Overloading of the wet wells, (or exceeding the capacity of the system).
P OPOSED SEPTIC SYSTEM IMPROVEMENTS
Until the reason for failure of the dry wells can be determined, it is not possible to
provide recommendations to correct the septic. system. -The following steps are recommended to
begin the process, of repairing the system.
1. Determine the adequacy of the existing grease traps, and, up grade the grease trap if
required. Determine if the dishwasher and sink drain to the grease trap. The grease
traps should be cleaned. out an a regular basis. Make any improvements to the grease
trap, and make improvements, to remove grease from the system before nuking
improvements to the septic tanks and dry wells..
2. Provide an exploratory hole around the outside of the dry wells to see if the mode of
failure can be determined. Determine/verify the soil type and percolation rate near the
wet welts; check capacity.
3. Re -plumb the septic tanks to work in series, instead of in pare Knock out the
balflle in the lust septic tank.
4. Determine the capacity of the septic system and wet wells, and use the capacity to
determine what the allowable. use of the Lodge, cabins and residence would be in terms
of the allowable capacity of the septic system. If events were plarrrced at the Lodge
`Which would exceed the capacity of the septic system, portaE potties=should be made
available at the rate of 1. portapottie per 50 people (in excess of allowable capacity).
S. Provide low flush toilets and water conserving fixtures of a permanent nature. Also,.
check the system for leaks, leaky fixtures, etc. It is possible that grey water effluent from
the sinks and dishwasher could be routed to a separate septic tank and purnoed to a
separate -absorptions area. .A buried drip system used to water landscape areas is
possible. Additional study is required if a separate absorption system is used for
disposal of grey water.
Determine how the valve on the sewer line above/upstream of the dry welt works.
Does effluent only go to one or the other dry wells? Can the valve be made to split
effluent equally to both dry wells.
2
1 1 9� i u _ .3ctiY2l9'r H . 04
7. Determine if the third (not used) dry well can be connected to the septic system so
that a portion of effluent bedirected to it, with an overflow provided to drain excess
effluent to the other dry well.
8. Determine if an additional wet well be constructed above the 3 wet webs to M' crease
absorption area or if conventional absorption trenches could be used instead of the dry
wells.
SEFTiC TANK CAPACI'YT 'Y
Two existing 1250 gallon tanks. Kanock'out a hole in the first tank, and re -pipe so they
act in series.
At least 50% of the total tank capacity should be contained in the fast tank.
Equivalent Tank capacity = �120 Boas = 2500 gallons
.50
(flow, gpd) 30/24 = 2500 gallons
The septic tanks have the capacity to handle 2000 gpd.
OkMSI•r TRAP SIZING
(Per the Undone Plumbing Code)
(Number of Meals per peak hour)(Waste Flaw rateXretention time)(storage
factor) = interceptor size
Meals served at peak hour = 150 (verify)
Waste Flow rate = 1.5 hours.single service
Storage Factor = 1.5 single service
150 x 2 x 1.5 x 1.5 = 675 Lallons
(Note: If a dishwashing machine exists, the grease trap should have 1500 to 2000 gallon
capacity.
Existing Tank
Size = 3xRLY = 13.5 ft3 x 7.48 gal/fe = .100 gallons
Recommendations
The grease trap size should be increased in capacity to 750 to 2000 gallan'S,
depending on number of meats served, and the use of the kitchen (dishwasher,
single service, etc.).
3
- -- - • . .1-1. 1.- ai — --a I'"IfN 11iu 11VE. 1L
3287207 P.05
SEEPAGE lPrr/DRYWELL CAPACM
(TILe capacity is based upon increasing the diameter of the rock around the ni"hole as
ntrted€).
2 pits, 8' deep, 8' diameter A = 201 x 2 = 402 SF of absorption area.
2 pits, 8' deep, 10' diameter A = 251 x 2 = .302 SF
2 pits, W deep, 12' diameter A = 302 x 2 = 604 SF
1 pit, 4' deep, 12' diameter A = 151 SF
If the'rock diameter is increased to 12' diameter around the drywell, and the third
drywell is utilized (4' depth), the capacity of the system would be.,
Anolication Rate
.6 gpd for sandy loam, loam, Pere rate 16-30 min/in
.8 gpd for fie sand, loamy sand, Pere rate 6-15 min/in
Ca aci .
(2, 12' diameter wet wells, 8' deep + 4' deep well 12' diameter)
(.6 gpd)(604+151) = 45.E (peak#flow) .
(.8 gpd)(604+ 151) _ (peak flow)
Surnma
If the two wet wells are reconstructed to provide 12' dia.meter'of rocks,.and the
third wet'weli is reconstructed to provide 4' deep and 12' diameter of rocks the system
has the capacity to handle 450 to 604 gpd, depending on the application rate. If an
additional wet welt, B' deep, 12' diameter is added (for a total. of 4 wet wells) the
allowable capacity of the septic system would be 634 to 845 gpd (peak flow).
IlOI TRA OR UNITS
It appears that adegnate area may be available to construct two absorption trenches, 100'
long, parallel to the county road, in same area as the existing dry wells. The absorption
trenches would require an area 12' wide and 100' long, or two trenches 200' long„ 3' wide.
Q/5 IT. = (100 long)(3' wide)(2 trenches)(2 reduction)
Q/S 120 = 1200 SF
0 = 1342 gpd (peak flow)
,overage Flow = 1342/150% = Ig fip
4
... .. _-_ . -- .... . .1— .--- —1— —.uaI— ILi 1)10rx-1 Ir r-. U"o
Summary
If two .100 foot infiltrator unit absorption trenches were constructed in lieu of the
drywells, the peak flow of effluent discharged to the septic system could be increased to
1342 gpd as compared to 604 gpd for three (3) repaired dry walls. It is estimmted that
the cost to. constr= the infiltrators would be similar to repairing the three (3) dry wells.
Setbacks
Setback requirements to rivers, dry gulches, etc. should be field verified.
ALLOWABLE -USE
2 Bedroom Owner Resilience x 2 persons/bedroom i 75 gpd = 390 gpd
Water Conserving Devices (2.5.gallon/flush)(5 gallon/flush) = 5M , use 25%
reduction = 2Z gpd
1.1, 1 bedroom cabins (use bathhouse)
11 br x 2 hers/br x 50 gallon/person/day = 1100 gpd
25% reduction. for low flush/toilets/low flow shower heads ' = 825 gpd
TOTAL= 050 Gl'
CONCLUSION
Based upon the marginal capacity Qf the drywells, the septic system, (if improved to 3
drywells with 12' diameter rock) has the capacity for approximately 500 gpd peak flow, or 302
gpd average flow which converts to provide capacity for the two bedroom owner residence and
one of the cabins.
If 2(100') long infiltrator absorption trenches are constructed instead of improving the
existing drywells, the capacity of the septic system is increased to 894 gpd average flow, which
converts to the effluent generated from the two bedroom owner residence, and 6 to 7 of the one
bedroom cabins. Use of the restaurant/bar will could be directed to a holding tank, or ports
potties could be provided for all of the restaurant/bar patrons. One ports pottie per 50 patrons
is recommended. The holding tank can be designed based upon the frequency of pumping them
out. The grease trap, septic system plumbing, etc., should be provided as previously noted in
this report.
If additional area exists on -site to provide absorption trenches, a. reduction in the holding
tank size would be available.
Sincerely,
Glenn Palmer, PE.
GP/im
5
TOTAL P.06
JL)t5 NAFVltz "" - " � ;l- - I
LOCATION
JOB NO.
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
X
,4
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
.7
Printed in US,&
e
4wk-
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t 6, all
IIIIIIWI
r Ines' /�, � _j.w- - �.,r
R/ MA{IYL tai'GAJJtJ
I _ MINIMUM DISTANCE
I FROM THE TRAVELLED-
-
EXIST. GRAND GLE CO_ WAY PER EA -
- - _ -
! PROVIDE DITCH — TO DRAIN EDGE OF ASPHALT
TO PROPOSED CULVERT
UNDER C TY ROAD -
- EAGLE- --
U NTY, COLORADO'
_ - 22 — 24 WIDE
36- = 3. EAGLE CO. ROAD -
IS MAX.
COVER TOP do SIDES OF INFILTRATORS
WITH MIRAFI 14ON FABRIC. 15r- EACH SIDE
- �. —� -
OF ANY GAPS RESULTING FROM CONSTRUCTING _
F