HomeMy WebLinkAbout4098 Hwy 131 - 185534400001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 10,711
Please call for final inspection before covering any portion of installed system.
OWNER: 4 Eagle Ranch (Tom Backhus) PHONE: 926-3372
MAILING ADDRESS: P.O. BOX 70, Wolcott, CO 81655
AGENT: Tom Backhus/Terry Nottingham PHONE: 949-6479
SYSTEM LOCATION: 4098 Hi g}lway 131 (4 miles North of Wolcott) Old Perry Olson Ranch
LICENSED INSTALLER: Terry Nottingham LICENSE NO. 18-91
DESIGN ENGINEER OF SYSTEM -
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
6,000 v""«
GALLON 6EP�Ifri�CN1C OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS: lV ' o So ► ! a
SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS:
ENVIRONMENTAL HEALTH OFFICER DATE:
CONDITIONS:
1. ALL INSTALLATin S MUST COMPLY WITH ALL RE I S OF THE EAGLE COUNTY INDIVIDUAL SEWAGE D 4POSAL 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 ABSORPTION OR DISPERSAL AREA: &A SQUARE FEET.
INSTALLED SEPTIC TANK: 6r On GALLONS a °�08 DEGREES FEET 4,t— cle,&,ev,4 �gT/ fivt re-,f 40�/jf�
r
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:G0"
PROPER MATERIALSAND ASSEMBLY YES NO /
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE-INSPECTI N WHEN WORK IS CO LETED.
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COMMENTS: ! A . SVl $/►2 / i A /A 74h
t 11
ENVIRONMENTAL HEALTH OFFICER DATE: • v
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF SARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID: RECEIPT N: CHECK N: CASHIER:
�A
ISDS Permit # ! �`
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8730/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00
PROPERTY OWNER:
MAILING ADDRESS: Qp �ox '�c-�, Wo\Co CZ 81C S PHONE: Q�`
7-
APPLICANT/CONTACT PERSON: \ o r- PHONE: QL{4,- r q j q
LICENSED SYSTEMS CONTRACTOR: eQ Rv NoZ-C tN C�a +•
ADDRESS: PHONE:
PERMIT APPLICATION IS FOR: (--,),-NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:-O�d QQ�au O1soN �No�
Parcel Number:Lot size: Sqs q�
Physical Address:146Ag Hwy 13` _ ►{ ,K•, NeaT�n o L1Jc�ccT`C
BUILDING TYPE: - -- (Check applicable category)
( ) Residential / Single Family Number of Bedrooms
( ) Residential / Multi -Family* Number of B drooms
HOT TUB Commercial / Industrial* Type �u��`,�
Yes ( ). No
WATER CONSERVATION PLAN: Yes ( ) No
TYPE OF WATER SUPPLY: Well( ) -Spring (✓� Surface ( -)
Public ( ) Name of Supplier: -
Give depth of all wells within 200 feet of system: r1oK�
*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"
s
SIGNATURE: Q . DATE:
AMOUNT' PAID `-0 �� RECEIPT#(
CHECK # DATE: b
CASHIER:
TIME LOG
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RECEIVE® =L
March 22, 1991
J1.11 L 22 P
Mr. Thomas A. E3ackhus r11� `'' �`f I ., r'.T
P.O. Box 1078
Vail, CO 81658
Dear Mr. Backhus:
Reference is made to. our March 18, 1991 telephone conversation whereby you
requested permission to construct a new septic system on the* Board's Wolcott
Reservoir property known as the Perry Olsen Ranch.
Paragraph 5 on Page 2 of the Lease Agreement dated February d, 1991 stipulates
that "Lessee covenants and agrees not to make or permit to be made any
alterations or additions to the property leased without prior written consent
of the Board; and to keep the property leased, and all improvements thereon
including i septic system, sewer, plumbing, wiring, glass and fencing in good
repair at the expanse of the Lessee. . . "
The Water Department does not have any objections to the replacement of the
septic system, however, we must request that you provide* a location MOD
showing the exact placement of all improvements including the new septic tan!<
and leach line. Also, we must have information on the size and type of
materials used.
Your concern about the Board's property is appreciated and I wish to thank you
for keeping us informed about your plans. If you have any questions
concerning.this, please do not hesitate to call me at 528-6209.
Sincerely,
Forrest R. Christie
Appraiser -Negotiator
F►'ZC/mtl
08750/(bl)
cc: Paul Clarkson, Community Development - Eagle County
ACT 7JfW DATE'
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March 7, 1990 -- ----
Mr. Thomas A. Backhus
P.O. Box 1078
Vail, CO 61658
Dear Mr. Backhus:
Reference is made.to our March 5, 1991 telephone conversation regarding your
request for permission to replace the existing septic system on the Denver
Water -Department's property known as the Olsen Ranch in Eagle County, Colorado.
According to the terms of Paragraph 5 of the Lease Agreement dated February G,
1991, you are hereby authorized to replace the septic system. 7t is also
understood that this repair will be at the sole expense of the Lessee.
It is my understanding that the Water Department does not have any rights in
Welch Reservoir. All' the water rights are those listed in Exhibit "B" of the
Lease.
If you or Eagle County should have any questions, please do net hesitate. to
call me.
Sincerely,
lee �/_ /11
Forrest R. Christie
Appraiser -Negotiator III
FRC/mtl
08750/ (54)
t_.
Kter -Mountain
Engineering Ltd.
May 31, 1991
Mr. Tom Backhus
c/o Slifer & Co.
230 Bridge St.
Vail, CO 81657
Re: 4 Eagle Ranch Sewage System
Project No. 91162E
Dear Mr_. Backhus,
Enclosed is a letter to the Eagle County Health Department and
a site plan showing Phase I of the 4 Eagle Ranch sewage system.
The letter is essentially self explanatory. It is an application
to install raw sewage vaults totaling 5,400 gallons as shown on the
site plan.
As we discussed on site yesterday should be installed the
vaults in the field southeasterly of the log huts. A 4-inch PVC
line will run northwesterly from the vaults toward the house then
turn and run northerly to the west side of the new barn where it
will be available to connect to whatever sanitary facilities you
propose there. The existing line from the house can be extended
easterly and connect to the new line with a T. This will
constitute Phase I.
Phase 2, which we will. make as a separate application to the
County, will consist of adding a disposal field downstream from the
vaults. At that time you could confidently add the higher flow
producing elements to the system.
Although the vaults will initially be utilized for raw sewage
storage they are sized and should be installed to ultimately
function as a two compartment septic tank. This should be made
clear to the tank manufacturer. The simplest arrangement may be to
acquire two identical tanks and install the downstream tank three
inches lower then the upstream. Both tanks must be installed
level.
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
Mr. Tom Backhus
Page 2
May 31, 1991
Project No. 91162E
The tank manufacturer may, however, be able to modify his
standard construction to fit our needs and adjust the location of
the openings to allow proper flow -through with both tank bases at
the same elevation. This is more of a manufacturing and
construction issue than an engineering issue. We recommend that
the tanks be equipped and installed at the outset to function as a
two cell septic tank, but with the outlet plugged from the outside.
This will make conversion easier in the future.
The downstream tank needs to be equipped with a mechanical
level indicator to indicate sewage depth. The manufacturer will
need to supply this. Install the tanks at as high an elevation as
possible to end up with a just few inches of earth cover to natural
grade. This will allow the most latitude for design and
construction of the Phase 2 leach field. Install the tanks
centered along their longitudinal axis with a few feet between them
for convenience of access.
If all of this is acceptable deliver the enclosed letter, site
plan, and a check for $150.00 for the County Health Department in
Eagle, attention Mr. Ray Merry.
Of the tank manufacturers I talked to, Colorado Precast in
Loveland seemed to meet your need best. Phone 669-0535.
It may be worth working through Jim Kemp, a manufacturer's
representative to organize and coordinate all of the items
including pipe and fittings. I recommend ordering all materials
early on.
Call if you have any questions.
Sinc y,
ray earson, P.E.
GP:bsk
IFAIInter-Mountain
Engineering Ltd..
May 31, 1991
Eagle County Health Department
Attn: Mr. Ray Merry
P.O. Box 850
Eagle, CO 81631
Re: 4 Eagle Ranch
Sec 34, T3S. R83W Temporary
Project No. 91162E
Gentlemen;
Sewaae Vaults
July 0 4 1991
C®, ,1(4 VlEll TY D �tUIVf Y
EVELCppy,ElVT
We have been retained to provide engineering design services
for the installation of sewage holding vaults on property located
in the SW1/4 of NE1/4 of Section 34, T3S, R83W. The vaults and a
sewer line are shown on the enclosed site plan.
The vaults are to hold raw sewage generated from a gathering
of a maximum of 270 people during the daylight hours of a maximum
of three consecutive days in the last part of June 1991. Portable
restroom facilities are to be provided by an independent
contractor.
The facilities will be limited to urinals, stools, and hand
washing lavatories. There will be two 2700 gallon reinforced
concrete vaults connected by a through - pipe and will be in close
proximity. The dimensions will be approximately 6' x 12' x 5'
high. Although the vaults will be pumped out on a daily basis
automatic sewage level indicators will be incorporated. Sewage
will be properly disposed of by licensed haulers.
Daily sewage volume is estimated as follows:
270 people @ 20 gpcd = 5,400 gallons/day
Twenty gpcd is estimated based on there being no cooking,
bathing, showering, clothes washing, or over night uses.
Please review this submittal at your ear -,-)convenience.
If you have any questions please call
f'
Sin ,
Gray Pearson, P.E.
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
Kr-Mountain
ngineering Ltd.
July 20, 1992
Eagle County Health Department
Attn: Mr. Ray Merry
P.O. Box 850
Eagle, CO 81631
Re: Sewage Disposal System
4 Eagle Ranch, Sec 34, T3S, R83W
Project No. 91162E
Dear Mr. Merry:
RECEIVED
2 2 10g,2
ryC�i4ef _
I YIf.. M�Q bI � 1t "�
��.�P<<��er�r
With this letter we are submitting the plan and the report for
the design of the effluent disposal for 4 Eagle Ranch, located in
Section 34, T3S, R83W, Eagle County, Colorado.
As you are aware the septic tank of 4700 gallons liquid
capacity was previously approved and installed, to serve as a
holding tank. At this time we have completed the design and
selected the suitable leachfield area and when the design is
approved, we would like to change the use of the septic tank from
holding to functional.
If you have any questions, please give us a call.
LP:bsm
Sincerely,
oef S �y
Luiza Petrovska,
Project Engineer
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
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COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
July 11, 1991
Tom Backhus
P.O. Box 70
Wolcott, CO 81655
RE: Final of ISDS Permit No. 1071
Dear Mr. Backhus:
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328.7207
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. Also enclosed are informational sheets
regarding the care of your septic system.
If you have any questions regarding this permit, please contact
the Eagle County Environmental Health Division, P.O. Box 179,
Eagle, Colorado 81631. We can also be reached, depending on your
calling area, at the following numbers: Eagle Valley 328-8730;
Basalt/El Jebel 927-3823.
sincerel
Raymont P. Merry, R.E.H. .
Environmental Health icer
RPM:ckc
Encl: Informational Sheets
Final ISDS Permit
cc: Chrono File
ISDS File
Building Permit File
Inter -Mountain Engineering
Attn: Ms. Luiza Petrovska
Box 978
Avon, CO 81620
Re: 4 Eagle Sewage Disposal System
Dear Ms. Petrovska:
I have reviewed your proposal for an Individual Sewage Disposal
System at the 4 Eagle Ranch and have enclosed my comments.
Please keep in mind I have only reviewed this design for
compliance with Eagle County regulations and not the completeness
of the Application For Site Approval.
If you have any questions concerning these comments, please call
me and I would glad to discuss them in more detail.
Sincerely,
Roger Boyd
Assistant Environmental Health Officer
COMMENTS TO SEPTIC DESIGN FOR 4 EAGLE RANCH
Inter -Mountain needs to submit a vicinity map showing locations
�\,of each structure that will be served by proposed system.
Vicinity map should also indicate location of perc test holes.
County regulations require direct observation of an 8' soil
'profile or other approved method to ensure adequate separation of
the absorption area from groundwater or bedrock.
Design flows have been significantly underestimated, in some
instances by 150%. According to County regulations (4.04.01),
maximum flow shall be considered as 150% of average flow and
shall be the basis for design purposes. For example, the single
family residence should have a design flow of 900 gpd, not 600
gpd.
In my opinion, flows for the food service are over estimated.
According to the EPA design manual, wastewater flows from a
restaurant range from 2.1-4.O gpd/meal, with a typical flow of
2.6 gpd/meal. I realize the proposed food service is not a
restaurant, however, I feel these flows serve a reference point
for more accurate estimates. Food service for guests is
currently being catered, however, at some point a full service
kitchen could necessary at the ranch.
The calculations provided for determining the flows of the Public
Park lack the necessary level of detail to accurately verify
design flow. For example, how many people (or uses) will the
park receive per day. Also, what is the intended use of the
park, will camping be allowed, why are showers being installed.
It is my understanding that a wine making operation is planned
for the ranch. Depending on the scale of such an operation, -
certain stages of wine making can generate large amounts of waste
water. Has this potential use been considered in the septic
design.
Based on the present design flow, including an increase of 150%
for maximum flow as require be Eagle County regulations, a
minimum of 282 Infiltrator in a bed configuration would be
necessary for the proposed use. In addition, the existing 4700
gallon tank would not provide the necessary 30 hour retention
time. Based on the present design flow, the minimum size tank
allowable would be 8164 gallons. If additional tank capacity is
added, the first compartment must be at least half of the total
volume.
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COLORADO DEPARTMENT OF HEALTH
Water Quality Control Division
4210 East llth Avenue
Denver, Colorado 80220
APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OR EXPANSION OF:
A) DOMESTIC WASTEWATER TREATMENT WORKS (INCLUDING TREATMENT PLANTS,
OUTFALL SEWERS, AND LIFT STATIONS) OVER 2,000 GPD CAPACITY.
B) INTERCEPTORS (IF REQUIRED BY C,R.S. 25-8-702 (3))
APPLICANT: Tom Buckhus' c/o 4 Eagle Ranch
ADDRESS: P.O. Box 70, Wolcott, CO 81655 PHONE: 926-3372
Consulting Engineer's Name and Address: Inter -Mountain Engineering, Ltd.
P.O. Box 978_, Avon, CO 81620 PHONE: 949-5072
A. Summary of information regarding new sewage treatment plant:
1. Proposed Location: (Legal Description) 1/4, 1/4, Section 34
Township 3 S , Range 83 W ,
Eagle County.
2. Type and capacity of treatment facility proposed: Processes Used 6000 gallon tank
with an absorption field using the infiltrator - leaching chamber
Hydraulic 4400 Organic 19.02
gal/day lbs. BODE/day
Present PE Design PE % Domestic 100 % Industrial
3. Location of facility:
Attach a map of the area which includes the following:
(a) 5-mile radius: all sewage treatment plants, lift stations, and domestic
water supply intakes.
(b) 1=mile radius: habitable buildings., location of potable water wells, and
an approximate indication of the topography.
4. Effluent disposal: Surface discharge to watercourse'
Subsurface.disposal 100% Land /
Evaporation Other
State water quality classification of receiving watercourse(s) N/A
Proposed Effluent'Limitations developed in conjunction with Planning and Standards
Section, WQCD: B011mg/l SS mg/l Fecal Coliform /100 ml
Total Residual Chlorine mg/1 Ammonia mg/1 Other
5. Will a State or Federal.grant be sought to finance any portion of this project? No
6. Present zoning of site area? Resource
Zoning with a 1-mile radius of site? Resource
7. What is the distance downstream from the discharge t-o the nearest domestic water
supply intake?.. 14 mi. Town of Eagle
(Name of Supply).
P.O. Box 609, Eagle 81631
(Address of Supply)
What is the distance downstream from the discharge to the nearest other point of
diversion? /
(Name of User)
(Address of User)
.WQCD-3 (Revised.8-83)• 3 �i
C. If the facility will be located on or adjacent to a site that is owned or managed by a
Federal or State agency, send the agency a copy of this application.
D. Recommendation of governmental authorities:
Please address the following issues in your recommendation decision. Are the proposed
facilities consistent with the comprehensive plan and any other plans.for the area,
including the 201 Facility Plan or 208 Water Quality Management Plan, as they affect water
quality? If you have any further comments or questions, please call 320-8333, Extension
5272
Recommend Recommend No
Date Approval Disapproval Comment Signature of Representative
1.
Management Agency
2.
Local:Government: Cities -or Towns (If
site is inside boundary or within three
miles) and Sanitation Districts.
3.
Board of County Commissioners
4.
Local Health Authority
5.
City County Planning Authority
6.
Council of Governments/Regional Planning
7.
State Geologist
(For lift stations, the signature of the State Geologist isnot required. Applications for
treatment plants require all signatures.)
I certify that I am familiar with the requirements of the "Regulations for Site Applications
For Domestic Wastewater Treatment Works," and have posted the site in accordance with the
regulations. An.engineering report, as described by the regulations, has been prepared and is
enclosed.
DATE 7/9/92 _ Tom A. Backhus
Signature of Applicant TYPED NAME
-3-
WQCD-3 (Revised 8-83)
Inter -Mountain
Engineering Ltd.
SEPTIC SYSTEM RECOMMENDATIONS
FOR
4 EAGLE RANCH
SEC 34, T3S, R83 W
EAGLE COUNTY, COLORADO
.,DIIFQ me-1
4 EAGLE RANCH
PROJECT NO. 91162E
JUNE, 1992
Box No. 978 • Avon, Colorado 81620 0 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
SCOPE
I
This report and the plan provide septic system recommendations
for 4 Eagle Ranch, Eagle County, Colorado.
SITE INVESTIGATION..
The site, the proposed uses and the associated needs for
sewage disposal have been investigated and analyzed since April of
1991. As a temporary measure a septic tank that was designed to
serve as a,holding tank was installed on the southeast corner of
the fenced area southeast from the existing house. The liquid
capacity of the septic tank is 4700 gallons.
Several percolation tests were performed at the ranch in order
to find the most suitable leachfield area. The latest percolation
test was performed south of the septic tank area and the results
were as follows:
Perc Hole No. 1 Perc Hole No. 2 Perc Hole No. 3
25.7 min/inch 30 min/inch 25.7 min/inch
The average percolation rate was 27 minutes per inch.
According to the Eagle County Regulations for Individual
Sewage Disposal Systems the 27 min/inch percolation rate falls
within the 5 to 30 min/inch range, which allows for a disposal by
absorption trench or absorption bed.
OA
SITE LOCATION AND DESCRIPTION
The site is located east of Highway 131 approximately 4 miles
north from Wolcott. The septic tank is located at the southeast
corner of the fenced area surrounding the existing house on the 4
Eagle Ranch.
DESIGN CRITERIA
Existing' and estimated proposed maximum uses have been
combined for the design of the absorption field.
1. 1 - Single Family Residence
4 brm x 2 persons/bedroom x 75 gal/person/day = ZOOgal/day %N
2. 2 - 2 BRM Trailers qdd
4 BRM x 2 persons/bedroom x 75 gal/person/day = 600 gal/day
3. Food Service oile and Kitchen Wastes)
250 persons x 10 gal/person/day = 2500 gal/day
4. Public Park (During Hours When Park is Open)
Facility
Fixture Men Women Total Gal/Fixture/Day Gal/Day
Flush
Toilet 1 3 4 n 36 US�� 144 7
Urinal 2 - 2 r, 10 20
Faucet 3 3 6 x 15 90
Shower 2 2 4 100 400
To 'al j 654 Gal/Day
Total estimated daily sewage flow = 25'4 gallons/day
Available liquid capacity of the existing septic tank = 4700 gal
Percolation Rate = 27 minutes per inch
i �_
3
CALCULATIONS
Absorption Area Design:
A = O'fT
5
Where A = Absorption area in square feet
Q = Estimated quantity of sewage flow in gal/day
T = Percolation rate in minutes per inch
Q = 4354 gal/day
A = 4354127 = 4525 sq. ft.
5
For seepage beds increase the area by 1.3
A = 4525 x 1.3 = 5883 sq. ft.
SEPTIC SYSTEM RECOMMENDATIONS
The following three alternatives were considered for the
disposal of the septic tank effluent:
1. The Standard Seepage Bed
2. The Infiltrator Chamber System and
3. The SB2 Graveless Leach Field.
Due to the limited area for the leaching field the infiltrator
chamber system was selected as the best alternative.
With the 40% reduction allowed for the use of the Infiltrator,
graveless chamber leachfield system the required absorption area is
A = 5883 - 0.40 (5883) = 3530 sq. ft.
The standard infiltrator chamber size is 31x63/41x1' with a
storage capacity of 8.8 ft3 or 66 gallons.
4
Size of the bed should be 63 by 56.25 feet. Total of 189
chambers will be needed. Follow the manufacturers recommendations
for installation.
An inspection of the system should be made by a representative
of the Eagle County Environmental Health Department prior to
backfilling.
CONCLUSIONS
This report has been prepared for the exclusive use of 4 Eagle
Ranch for the specific application as stated in the DESIGN
CRITERIA.
The calculations in this report are based in part on
information furnished to us by others. The findings and
recommendations of this report have been obtained in accordance
with accepted professional engineering practices. There is no
other warranty, either expressed or implied. -
If we can be of any further assistance, please do not hesitate
to call.
Sincerely,
Luiza Petrovska,
Project Engineer
Reviewed by:
jeferSpanel, P.E.
N.T.S.
Road
F- To Steamboat Springs Highway 31 To Wolcott 4 mi - I
to Sketch
TEST LOCATION
4 Eagle Ranch
Sec 34, T3S, R83W
Eagle County, Colorado
L
PROJECT NO.: 91162E
DRAWN BY; SCALE+ DATE+ DRAWING NO.+ ., 1
• Pro'e
P.O.BOX 878 0810 NOTTIN GHAM ROAD neMntain
SUITE 101
AVON,COLO.B1820 oun1420 VANCE
(303)948-5072 igLAKEWOOD.COO.8021
J
Detereer3)232-0158Eng
WE ARE FORWARDING y0 YOU:
/Herewith
RE: 4 &C �61
dl/�
t NO..'
❑ Under Separate /Cover ViaJUL 22 1992
❑ st i mates ❑ Proposals Reports EAGLE COUNTY
(,(7 Prints ❑ Specifications ElSu ry MMUNITY DEVELOPMENT
G_en f Letters 7p Ink, El Change Order ❑
II?TsG. &Ckht6.
• •-
Irem
.,�DESCRIPTION
THESE ARE TRANS1~4 1 TTED:
For Your Use
❑ For Approval
PLEASE NOTE:
❑ For Review and Comment
❑ Approved as Submitted
❑ As Requested
CC; Inter -Mountain Engineering Ltd.
Z
R
Avon Lakewood
-_-),71-91 - 4 Eagle Ranhh, Tom B.ackhus
JOB NO.
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
C Yn
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BEDDING DETAIL NOTES:
I. Minimum cover to be below final street grade when available.
2. Trench to be braced or sheeted as necessary for the protection \
of other utilities and to meet O.S.H.A. safety requirements.
3. Trench width shall not be more than 16 inches nor less than \
12 inches wider than the outside diameter of the pipe' laid
. therein. (Hell of coupling O.D. if applicable.) \
Machine compacted backfiII.
Squeegee, sand, or.3/4" gravel, hand tamped in 6 inch lifts. \
6— Single layer of 6 mil. polyethylene or•Visqueen.
7. 3/4 inch washed rock.
3. .3/411, 1", 1-1/2" washed rock. \
THE INFIL TRA MR, Cl
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CLEANOUT
BA CKFILL WITH SANDY
OR NA TI VE SOIL
PROPOSED LEACHING FIELD
GENERA L NO TES
i
I
RECEIVED
JUL 2 2 1992
EAGLE COUNTY
C0MMUNITY DEVELOPMENT
I
1. Excavate 63' by 56.25' level bed.
2. Prepare and rake infiltrative surface.
J. Place the INFIL TRA TOR chamber on the
I
level bed bottom and slip the iterlocking
joints together.
.4. Screw the end plates in place with self
drilling screws and run the inlet pipe
through the inlet end plate. Pipe does
not extend the length of the system.
5. Screw units together with self drilling
screws.
6. Backfill the sides of the bed with
native soil to properly support the sides.
7. Backfill the bed to a minimum of 12"
of compacted cover.
S. Avoid vechicle traffic on system during
construction.
S. See pipe bedding detail for solid pipe
installation.
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TOP OF TANK EL = 96.2
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-111 .-1. I- --- T1- TA.11/
TO BLL
SEWER
a
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 1807-98
OWNER: 4 EAGLE RANCH, INC. PHONE: 970-926-3372
MAILING ADDRESS: P.O. BOX 70, WOLCOTT, CO 81655
APPLICANT: TOM BACHKUS PHONE: 970-926-3372
SYSTEM LOCATION: 4098 HWY 131, WOLCOTT, CO 81655 TAX PARCEL NO. 1941-031-00-002
LICENSED INSTALLER: T. NOTTINGHAM CONSTRUCTION, TERE NOTTINGHAM LICENSE NO. 37-98 PHONE: 970-949-2355
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 926-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
2-1250 GALLON SEPTIC TANKS, WITH THE BAFFLE REMOVED FROM THE FIRST TANK 2015 SQUARE FEET OF ABSORPTION AREA VIA 65
STANDARD INFILTRATOR UNITS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 7/16/98 WITH THE FOLLOWING CONDITIONS: DO NOT BACK FILL
WITH COBBLES LARGER THAN 8" IN DIAMETER: ENGINEER NEEDS TO CERTIFY INSTALLATION OF GREASE TRAP FOR KITCHEN WASTE,
NEW LEACH FIELD TO BE CONNECTED TO EXISTING FIELD AFTER IT HAS TIME TO REJUVENATE. ENGINEER IS RESPONSIBLE FOR FINAL
INSPECTION OF INSTALLATION.
ENVIRONMENTAL HEALTH APPROVAL:
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUD3EMENTS OF 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: 2015 SQUAREFEET(VIA 65 TNFTT.TRATnR UNTTS )
INSTALLED CONCRETE SEPTICTANK: 2500GALLONS IS LOCATED _DEGREES AND " FEET FROM THE L .ANn T nN
SOUTH SIDE OF THE SOTJT14F,RNMOST (ARTN_
COMMENTS: ENGINEER'S FINAL CERTIFICATION RECEIVED ON 2/19/01, THE GRRASF. TRAP WAS IN-
STALLED AS INDICATED IN THE FINAL CERTIFICATION LETTER. THE EXISTING LEACH FIELD WAS
CONNECTED TO THE NEW FIELD VIA SERIAL DISTRIBUTION IN NOVFMRFR 1999 RFQiTTRFT), so THF.
EFFECTIVE ABSORPTION AREA CREDIT IS NOW 4030 SQUARE FEET.
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 !/T/���/%.�L r (�T DATE: MARCH 2, 2001
Incompiete Appiications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit #
Building Permit Y
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
lie k :k x: ,KX
x PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE 8125.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" �
:rkk:k:��YYtyeieleye�YekYrkYrkYeye�Yeyeyr:k�:kY�:kYek�:k:e�e:k�:kYc�:k:�:k9exJe:k:��kye:��:t�4kYeye�:+ek�Yil`JCYf:1:k:CkkX�:K:K
PR3PERTz OWNER: LS Ca��t �aNc� , 1.0
MAILING ADDRESS: ACott , C.0 tkt�ose PHONE:
APPLICANT/ CONTACT PERSON: tom QaCKinvS PHONE: SaM�
LICENSED SYSTEMS CONTRACTOR: lt�R� �o'tZ�cv��nwn, PHONE:
COMPANY/DBA: T. �ioT'CtNS�na•h CoNsT ADDRESS:
n Y: �`n YcycYc�:Y::ka��YYc`:: XYc:k k�kv: Yc�Yc:K k`:r��:y: KX*xX: xycx �5: *:kYCic kycX �k�: Y!X':r:'tY: :�:rY::;Yt�k:k k:Yh kYCA Yc k7:±k W. ycifyc�k
PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ALTERATION ( REPAIRLOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: �-k F4314 20.Ncra514 CIOU NIT
�
Tax Parcel Number: VVy\p3k 00 000- Lot Size:
Physical Address: '-Vp9%yk"', Vl1 , wa\CoTT CO 8\t4ss
Id
BUILDING TYPE: (Check applicable category)
( Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family- Number of Bedrooms
(✓► Commercial/Industrial* Type
TYPE OF WATER SUPPLY: !Check applicable category)
Well (✓) Spring i ) Surface
( ) Public Name of Supplier:
*These systems require design by a Reaistered Professional Engineer
SIGNATURE- 1� �,.�� Date:
:r y: :�: X � :k � � :k '.; X A' Yc 'k " Yc � is X yC ' 1C W �:' :k Y! `.; X Y; .R * � k :l ti h' }C x W Yc Yr �k ti � :Y := * Tl• ti !c y[ k :� yC Yc x yC is Yc u: vc Y: :r yC �[ X' Y: 1k J�c/YC :k X `G � Y:
�---
AMOUNT PAID: /�� , RECEIPT = . 1 � �� � � DATE:
CHECti = . %SJ CASHIER:
TIME LOG: TRAVEL: PERC: FINAL:
,ate-
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: July 23, 1998
TO: T. Nottingham Construction
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No. 1807-98. Tax Parcel
# 1941-031-00-002. Property Location: 4098 Hwy 131, Wolcott, CO., 4 Eagle
Ranch property.
Enclosed is your ISDS Permit No. 1807-98. 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
uct L Of 4uu1 cu. lU D r UD40=u07 L-Nr tIYU11VttK11YU INN I-Aut bl fell
lheermi
g i
February 19, 2001
Mr. Tom Rackhus RE: Iu.spectipu of Septic System Installation
4 Eagle Ranch 4 Eagle Rauch
Drawer 70 Near Wolcott, Eagle County, Colorado
Wolcott, CO 81655 Farlaject No. 97109 - Permit No,1807-98
Dear Tom:
At the request; of Tere Nottingham, on. July 29, 1998, we visited the construction site on 4
Eagle Ranch., Near Wolcott, Eagle County, Colorado Eagle County, Colorado. The purpose of our
site visit was to observe the installation of the septic system. Also, on February 14, 2001, we visited the
site to inspected the grease trap,
They installed the system in overall compliance with the septic system design, Drawing No.
97109SD.DWG, Mated July 16, 1998. The system was installed as shown on the'above-named drawing_
They installed one, 2500ugallon, two -compartment, precast, concrete septic tank, by Copland Concrete.
The septic tank was located 22 feet south from the southernmost cabin. There was a cleanout on the old
line from the house to the septic tank. From the cleanout to the septic tank was 12 feet. From the septic
tank was a short section of a straight pipe eiad than turn 45 degrees to the southwest for about 50 feet, .and
than at 45 degrees again to a short straight section that lead to the first itifiltrator chamber, Sixty-five,
infiltrator chambers were installed in five trenches, with 13 infiltrators in each. Horizontal distance was
11 feet or more from center to center of the trenches. Inspection ports were installed in the last infiltrator
of each trench.
From a telephone conversation with 'Tere Nothingham, we understand that on November 1, 1999,
he connected tho two leachfields, after One year of rejuvenation of the old leachfield, as recommended in
the above -named drawing and in the letter dated July 22, 1999.
On February 14, 2001, we observed the installed grease trap in the kitchen on the ranch. The
grease trap was installed on the floor, next to the tviple kitchen. sink.
If you have any questions, please do not hesitate to call.
``��St�t1t111 ttilf II�flltrE,{.�,
Sincerely, ,.•`
LK)? Engineer!�n�
a .
r �p6 •d .'
XPetrovska, �t7 °4ia,es�e9�
President
u .
cc: Mr. Ray Merry, Eagle County Environmental Health Division, fax: 328-0349
C:VkyFdmka-ldoo\W PDBCSt97109.i..o
P.O. Box 2837, .Edwards, Colorado 81632 * (970) 926-9088 Tel • (970) 926-9089 F2x
--- n r-. +- --.. —. __. rnr.rn —. rr.r+. r e+rry..1.T r..... 11r r. 1
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
March 2, 2001
4 Eagle Ranch, Inc.
Tom Backhus
P.O. Box 70
Wolcott, CO 81655
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Alteration Permit #1807-98, Tax Parcel #1941-031-00-002.
Property location: 4098 Highway 131, , Wolcott, CO.
Dear Mr. Backhus:
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
Environmental Health Department
Eagle County Community Development
ENCL: Informational Brochure
Final ISDS Permit
cc: files
Ray Merry
From: Luiza Petrovska [Ikpeng@centurytel.net]
Sent: Thursday, August 19, 2004 8:45 AM
To: Ray Merry
Subject: Tom Backhus
Hi ray,
This is to confirm our meeting on Monday, August 23, 2004 at 1:30 P.M.
Our office is in the Garnet Building, which is the last building on the east side of Riverwalk. We are on
the street level, facing the river.
Luiza Petrovska, PE
LKP Engineering, Inc.
275 Main Street, Suite C-104
P.O. Box 2837
Edwards, CO 81632
Tel: 970-926-9088
Fax: 970-926-9089
E-mail: Ikpeng@centurytel.net
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. 1369
Please call for final inspection before covering any portion of installed system.
OWNER: Tom Rarkbus, 4 Eagle Rnnrb PHONE: 926-3379
MAILINGADDRESS: P-0- Box 70 City: Wnl rntt State: c.n Zip: 81655
APPLICANT: Inter -Mountain EnginParing Tnizg PPtYnygkq PHONE: 949-9079
SYSTEMLOCATION: 4098 HGEy 131 TAX PARCEL NUMBER:
LICENSED INSTALLER: TPre Nottingham LICENSE NO: 08-94
DESIGN ENGINEER OF SYSTEM: TntPr-mountain EnginPPring
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
4700 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 2438 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS:_ Install 65 infiltrator units into 5 trenches. Be sure that distribution box
lays on properly ba kfilled and compacted soil such that it will not settle into an uneven
Install inspection portals at the end of each trench Have engineer do a final
insppection and send the results to Eagle County.
ENVIRONM€NTAL HEALTH APPROVAL: __
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 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.
NSTALLED ABSORPTION OR DISPERSAL AREA: 2438 SOUAREFEET. via 13 infiltrators in each of 5 trenches
� ?Do
INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY _ y YES _ NO
COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: y_ YES —NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS: final done by engineer
A.
ENVIRONMENTAL HEALTH APPROVAL: It
DATE:
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
\PPLICANT / AGENT:
OWNER:
'ERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK #
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit. # I `�
Building Permit #
APPLICATION FOR'INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE.- EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE'.WO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: Tom'Backhus c/o 4 Eagle Ranch
MAILING ADDRESS: P. 0. Box 70, Wolcott, CO 81655 PHONE: 926-3372
uiza
APPLICANT/CONTACT PERSON: Inter -Mountain Eng./Petrovska PHONE: 949-5072
LICENSED SYSTEMS CONTRACTOR: Tere Nottingham PHONE: 949-2366
COMPANY/DBA: ADDRESS:
PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION (X) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:
4 Eagle Ranch Sec 34, T3S, R83W Eagle County
Tax Parcel Number: �� 63 00 -00a-
Physical Address:
BUILDING TYPE: (Check applicable category)
( ) Residential/Single Family
Residential/Multi-Family*
(X) Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
(X) Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
Lot Size:
Number of Bedrooms
Number of Bedrooms
Type
*These systems require design by a Registered Professional Engineer
SIGNATURE: evil Date: 6-, P9 , 9
AMOUNT PAID: �` % RECEIPT # : Z'�3DATE: `0 LCI
CHECK #: CASHIER:
COMMUNITY DEVELOPMENT
DEPARTMENT
(303)328-8730
EAGLE COUNTY; COLORADO
August 9, 1994
Tom Backhus
P.O. Box 70
Wo;cott, CO 81655
RE: Final of ISDS Permit No. 1369-94 Parcel #???????????
Property located at: 4 Eagle Ranch, 4098 HWY 131
Dear Mr. Backhus,
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX: (303) 328-7185
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
328-8755.
Sincerely,
Shannon Garton
Environmental Health Specialist
ENCL: Information Brochure
Final ISDS Permit
cc: files
COMMUNITY DEVLOPMENT
DEPARTMENT
(303)328-8730
DATE:
TO:
FROM:
RE:
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX: (303) 328-7185
EAGLE COUNTY, COLORADO
May 24, 1994
Tere Nottingham
Environmental Health Division
Issuance of Individual Sewage Disposal System
Permit No. 1369, Tax Parcel # ???? Property
Located at: 4 eagle Ranch Sec 341 T3S R83W
Enclosed is your ISDS Permit No. 1369 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 call our office well in
advance for the final inspection.
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.
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 Shannon
Garton or Laura Fawcett at 328-8755.
cc: files
JUL_ G ! - 74 ✓JC • .31r1 1 4 LHbLL KHI`ILH
P.2/2
M Inter-Mnuntain
A&EngiveeringLtd-
July 5, 1994
Mr. Tom Sackhus
c/o 4 Eagle Ranch
P. 0. Sox 70
Wolcott:, CO 81655
RE: lnspeoti.on, of new leachfield installation at
4 Eagle Ranch
Eagle, Colorado
Project No. 91152E
Dear Tom:
At the request of Mr. Tare Nottingham we performed several
inspections during the leachfield construction.
The leachfield was installed in general compliance with the Septic
System Design Plan last dated May 16, 1994. There were five
trenches excavated, between 2.5 and 3 feet deep and into the
brown, clayey -sandy GRAVEL with cobbles and few boulders. There
were 13 Infiltrator Chambers in each trench, with a cleanout port
in the last chamber of each trench.
Concrete distribution box was used to distribute the effluent into
the, trenches via 4 inch solid PVC pipes.
if you have any questions, please do not hesitate to call.
Sincerely,
Luiza Petrovska, P.E.
Project Engineer
Box No. 978 - Avon, Colorado 81620 - 949-5072 Denver 893-1531
1420 Vanoe Street - Lakewood, Colorado 80215 - Phone: 232-0168
nIater-Mountain
Engineering Ltd.
SEPTIC SYSTEM RECOMMENDATIONS
FOR
4 EAGLE RANCH
SEC 34, T3S, R 83 W
EAGLE COUNTY, COLORADO
PREPARED FOR
4 EAGLE RANCH
PROJECT NO. 91162E
JUNE, 1992
REVISED: MAY 16, 19S
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
SCOPE
This report and the plan provide septic system recommendations
for 4 Eagle Ranch, Eagle County, Colorado.
SITE INVESTIGATION
The site, the proposed uses and the associated needs for
sewage disposal have been investigated and analyzed since April of
1991. As a temporary measure a septic tank that was designed to
serve as a holding tank was installed on the southeast corner of
the fenced area southeast from the existing house. The liquid
capacity of the septic tank is 4700 gallons.
Several percolation tests were performed at the ranch in order
to find the most suitable leachfield area. The latest percolation
test was performed south of the septic tank area and the results
were as follows:
Perc Hole No. l Perc Hole No. 2 Perc Hole No. 3
25.7 min/inch 30 min/inch 25.7 min/inch
The average percolation rate was 27 minutes per inch.
According to the Eagle County Regulations for Individual
Sewage Disposal Systems the 27 min/inch percolation rate falls
within the 5 to 30 min/inch range, which allows for a disposal by
absorption trench or absorption bed.
SITE LOCATION AND DESCRIPTION
The site is located east of Highway 131 approximately 4 miles
north from Wolcott. The septic tank is located at the southeast
corner of the fenced area surrounding the existing house on the 4
Eagle Ranch.
DESIGN CRITERIA
Existing and estimated proposed maximum uses have been
combined for the design of the absorption field.
Pumping records, from the existing holding tank, by the Upper
Eagle Valley Consolidated Sanitation District for the period from
April 1993 until March 1994 were provided to us and copies are
appended to this report.
From the above records the maximum daily flow was calculated
to be 600 gallons per day.
At present the holding tank collects the wastewater from all
the uses on the ranch, which includes full-time residents at the
ranch, guests, entertainment, day -time help, help for parties and
functions, etc.
It is anticipated that the present uses will be increased by
two thirds, adding 400 more gallons per day. In addition, it is
proposed to add one-two bedroom trailer which will generate
additional 300 gallons per day at 2 persons per bedroom. The total
proposed daily flow will be as follows:
Existing use
600 gallons
per
day
2/3 increase
400 gallons
per
day
1-2 brm trailer
300 gallons
per
day quo
Total
1300 gallons
per
day
Qmax = 1300 gal/day x 150% = 1950 gallons per day
Check for septic tank capacity
Vmax = Omax x 30 hrs. = 1950 x 30 = 2438 gallons < 4700 gal Good.
24 hrs 24
ABSORPTION AREA
Percolation Rate = 27 minutes per inch
A = Omax IT = 1950 127 = 2026 Sq. Ft. for trench config-
5 5
uration.
The 8 ft deep test pit had the following soil profile:
0 to 2.0 ft. Topsoil
2 to 3 ft. Light brown silty CLAY
3 to 5 ft. Dark brown silty CLAY
5 to 7 ft. Flat, subangular sandy GRAVEL
7 to 8 ft. Sandy CLAY with GRAVEL
For the above soil conditions the required absorption area
based on the loading rate of 0.8 gallons per square foot per day
was calculated also:
1950 gallons/day = 2437.5, rounded to 2438 Sq. Ft.
0.8 gal/Sq. Ft./day
Allowed 50 percent reduction for Infiltrators in a trench
configuration, A max = 1219 Sq. Ft. One Infiltrator Chamber has a
surface area of 18.75 Sq. Ft., thus 65 Infiltrator Chambers are
needed. �/��
The Infiltrator Chambers should be installed in 5 trenches as
shown on the drawing.(�'
Inspection of the installation should be scheduled with the
Engineer prior to backfilling.
CONCLUSIONS
This report has been prepared for the exclusive use of 4 Eagle
Ranch for the specific application as stated in the DESIGN
CRITERIA.
The calculations in this report are based in part on
information furnished to us by others. The findings and
recommendations of this report have been obtained in accordance
with accepted professional engineering practices. There is no
other warranty, either expressed or implied.
If we can be of any further assistance, please do not hesitate
to call.
Sincerely
Inter -Mountain Engineering, Ltd.
Luiza Petrovska, P.E.
Project Engineer
Reviewed by:
i
Jeff ry Spanel, P.E.
(___lice esident
N.T.S.
Road
Existing ®Perc 2
Septic Tank
I® � Perk 3
Proposed Perc 1
Leach
Field
ence
OF --,JUS
X
Alkali Creek
Parking
F— To Steamboat Springs Highway 31 To Wolcott 4 mi Approximate Sketch
TEST LOCATION
4 Eagle Ranch
Sec 34, T3S, R83W
Eagle County, Colorado Ilk
PROJECT NO.I 91162E
DRAWN BY, SCALE, DATE: DRAWING NO.: 1
/ UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
FOREST ROAD
VAI VAIL, COLORADO 81657
(303) 476-7480
INVOICE NUMBER
002422
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DATE OF ORDE 0 .a _
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UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
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VAIL, COLORADO 81657
(303) 476-7480
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UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
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DATE COMPLETED TOTAL MATERIALS _;2
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UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
�A846 FOREST ROAD
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VAIL, COLORADO 61657
(303) 476-7480
CITY I MATERIAL / OTHER I PRICE I AMOUNT
DATE COMPLETED
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cr846 FOREST ROAD
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UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
�/ VAI FOREST ROAD
VAIL, COLORADO 81657
(303) 476-7480
INVOICE NUMBER
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/UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
846 FOREST ROAD
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UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
�/ VAI FOREST ROAD
VAIL, COLORADO 81657
(303) 476-7480
INVOICE NUMBER
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UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT
�A846 FOREST ROAD
VAI
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(303) 476-7480
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1807-98 Tax jt l941-V } i—vv—v---.L r�
4098 Hwy131, 4 EAGLE RANCH j
JOB NAME _ wolcottCO ALTERATION
JOB NO.
_Inrt I nr`Aririm In A
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10 7 /-- 91
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JOB FOLDER Product 277 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER
Printed in U.S.A.
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. ' Q.7.1
Please call for final inspection before covering any portion of installed system.
OWNER: 4 Eagle Ranch (Tom Backhus) PHONE: 926-3372
MAILING ADDRESS: P.O. BOX 70, Wolcott, CO 81655
AGENT: Tom Backhus/Terry Nottingham PHONE: 949-6479
SYSTEM LOCATION: 4098 Hi gbway 131 (4 miles North of Wolcott) Old Perry Olson Ranch
LICENSED INSTALLER: Terry Nottingham LICENSE NO. 18-91
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
V."' 11
6,000
GALLON fsEPiC OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS: r
No Sol'/ a r�SorP .yam
SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS:
ENVIRONMENTAL HEALTH OFFICER DATE:
CONDITIONS:
1. ALL INSTALLATIOA S MUST COMPLY WITH ALL RE 1 TS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE D ISPOSAL 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. jj��
INSTALLED ABSORPTION OR
DISPERSAL AREA: &A SQUARE FEET. %)
INSTALLED SEPTIC TANK: �r 04) GALLONS��a6 DEGREES tiSOOFEET OCVA - CIeN^pK4 f"O^
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS ANDASSEMBLY YES NO
COMPLIANCE WITH COUNTYISTATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE-INSPECTI N WHEN WORK IS CO LETED.
TAI r I
COMMENTS: 2M A0 /�
i
ENVIRONMENTAL HEALTH OFFICER DATE: �v
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF SARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK N: CASHIER:
ISDS Permit # ! 0 7/
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8730/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00
PROPERTY OWNER; �ca�in �aNe�
MAILING ADDRESS.
Q O 1, O\Co Z T MCI S PHONE: ck a(.
APPLICANT/CONTACT PERSON: -To PHONE: ct4g- 6L(1 cq
LICENSED SYSTEMS CONTRACTOR:
ADDRESS: PHONE
PERMIT APPLICATION IS FOR: (✓) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: pad T Q,e_v Olso N .
Parcel Number: Lot size: Sqs q�
Physical Address: 40gg '� Nop-r� ,R WAce-t-C
BUILDING TYPE: - -- (Check applicable category)
( } Residential / Single Family Number of Bedrooms
( ) Residential / Multi -Family* Number of B drooms
} Commercial / Industrial* HOT TUB Type
Yes ( ). No
WATER CONSERVATION PLAN: Yes ( ) No ( ) TYPE OF WATER SUPPLY: Well( ) -Spring (✓r__ Surface ( •)
Public ( ) Name of Supplier:
Give depth of all wells within 200 feet of system: �oN�
*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:
**
AMOUNT PAID!"`. O - RECEIPT#
CHECK # Udt6
TIME LOG
Travel Perc Final
4R
DATE:
DATE:
CASHIER:
. .. . . I
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
July 11, 1991
Tom Backhus
P.O. Box 70
Wolcott, CO 81655
RE: Final of ISDS Permit No. 1071
Dear Mr. Backhus:
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328.7207
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. Also enclosed are informational sheets
regarding the care of your septic system.
If you have any questions regarding this permit, please contact
the Eagle County Environmental Health Division, P.O. Box 179,
Eagle, Colorado 81631. We can also be reached, depending on your
calling area, at the following numbers: Eagle Valley 328-8730;
Basalt/El Jebel 927-3823.
Sincerel
Raymond P. Merry, R.E.H. .
Environmental Health ices
RPM:ckc
Encl: Informational Sheets
Final ISDS Permit
cc: Chrono File
ISDS File
Building Permit File
COLORADO DEPARTMENT OF HEALTH
Water Quality Control Division
4210 East llth Avenue
Denver, Colorado 80220
APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OR EXPANSION OF:
A) DOMESTIC WASTEWATER TREATMENT WORKS (INCLUDING TREATMENT PLANTS,
OUTFALL SEWERS, AND LIFT STATIONS) OVER 2,000 GPD CAPACITY.
B) INTERCEPTORS (IF REQUIRED BY C.R.S. 25-8-702 (3))
APPLICANT: Tom Buckhus c/o 4 Eagle Ranch
ADDRESS: P.O. Box 70, Wolcott, CO 81655 PHONE: 926-3372
,onsulting Engineer's Name and Address: Inter -Mountain Engineering, Ltd.
P.O. Box 978, Avon, CO 81620 PHONE: 949-5072
k. Summary of information reQardinR new sewage treatment olant:
1. Proposed Location: (Legal Description) 1/4, 1/4, Section 34'
Township 3 S .Range 83 W ,
Eagle County.
2. Type and capacity of treatment facility proposed: Processes Used 6000 gallon tank
with an absorption field using the infiltrator - leaching chamber
Hydraulic 4400 Organic 19.02
gal/day lbs. BODE/day
Present PE Design PE % Domestic 100 % Industrial
3. Location of facility:
Attach a map of the area which includes the following:
(a) 5-mile radius: all sewage treatment plants, lift stations, and domestic
water supply intakes.
(b) 1-mile radius: habitable buildings., location of potable water wells, and
an approximate indication of the topography.
4. Effluent disposal: Surface discharge to watercourse'
Subsurface disposal 100% Land /
Evaporation �/ Other
State.water quality classification of receiving watercourse(s) N/A
Proposed Effluent•Limitations developed in conjunction with Planning and Standards
Section, WQCD: B0115 mg/1 SS mg/l Fecal Coliform /100 ml
Total Residual Chlorine mg/1 Ammonia mg/1 Other
5. Will a State or Federal.grant be sought to finance any portion of this project? No
6. Present zoning of site area? Resource
Zoning with a 1-mile radius of site? Resource
7. What is the distance downstream from the discharge to the nearest domestic -water
supply intake?.. 14 mi. Town of Eagle
(Name of Supply).
P.O. Box 609, Eagle 81631
(Address of Supply)
What is the distance downstream from the discharge to the nearest other point of
diversion?
(Name of User)
(Address of User)-.,..
.WQCD-3 (Revised 8-83). x�
C. If the facility will be located on or adjacent to a site that is owned or managed by a
Federal or State agency, send the agency a copy of this application.
D. Recommendation of governmental authorities:
Please address the following issues in your recommendation decision. Are the proposed
facilities consistent with the comprehensive plan and any other plans.for the area,
including the 201 Facility Plan or 208 Water Quality Management Plan, as they affect water
quality? If you have any further comments or questions, please call 320-8333, Extension
5272.
Recommend Recommend No
Date Approval Disapproval Comment Signature of Representative
. Management Agency
r
Local'Government: Cities.or Towns (If
site is inside boundary or within three
miles) and Sanitation Districts.
Board of County Commissioners
E.
Local Health Authority
City County Planning Authority
Council of Governments/Regional Planning
State Geologist
For lift stations, the signature of the State Geologist is not required. Applications for
:reatment plants require all signatures.)
:certify that I am familiar with the requirements of the "Regulations for Site Applications
'or Domestic Wastewater Treatment Works," and have posted the site in accordance with the.
-egulations. An.engineering report, as described by the regulations, has been prepared. and is
nclosed. '
DATE 7/9/92 _ Tom A. Backhus
Signature of Applicant TYPED NAME
-3-
WQCD-3 (Revised 8-83)
�ME ACT NMAC DAZE
.:t SANi}i
JOG"
March 22, 1991 RECEIVE®
112'02
Mr. Thomas A. Backhus n1r` ! i''I`Y il,!'_VF Op ,�11T
P.O. Box 1078
Vail, CO 81658
Dear Mr. Backhus:
Reference is made to. our March 18, 1991 telephone conversation whereby you
requested permission to construct a new septic system on the Board's Wolcott
Reservoir property known as the Perry Olsen Ranch.
paragraph 5 on Page 2 of the Lease Agreement dated February 6, 1991 stipulates
that "Lessee covenants and agrees not to make or permit to be made any
alterations or additions. to the property leased without prior written consent
of the Board; and to keep the property leased, and all improvements thereon
including septic system, sewer, plumbing, wiring, glass and fencing in good
repair at the expanse of the Lessee. . . "
The Water Department does not have any objections to the replacement of the
septic system, however, we must request that you provide a location mao
showing the exact placement of all improvements including the new septic tan!<
and leach line. Also, we must have information on the size and type of
materials used.
Your concern about the Board's property is appreciated and I wish to thank you
for keeping us informed about your plans. If you have any questions
concerning.this, please do not hesitate to call me at 628-6209.
Sincerely,
Forrest R. Christie
Appraiser -Negotiator
FRC/mtl
08750/(61)
cc: Paul Clarkson, Community Development - Eagle County
N ACT nTf W DATE
ROGM— -__
_3',
March 71, 1990 -- -
Mr. Thomas A. Backhus
P.O. Box 1078
Vail, CO 61658
Dear Mr. Backhus:
Reference is made.to our March 5, 1991 telephone conversation regarding your
request for permission to replace the existing septic system on the Denver
Water`Department's property known as the Olsen Ranch in Eagle County, Colorado.
According to the terms of Paragraph 5 of the Lease Agreement dated February 6,
1991, you are hereby authorized to replace the septic system. It is also
understood that this repair will be at the sole expense of the Lessee.
It is my understanding that the .later Department does not have any rights in
Welch Reservoir. All: the water rights are those listed in Exhibit "B" of the
Lease.
If you or Eagle County should have any questions, please do net hesitate to
call me.
Sincerely,
Forrest R. Christie
Appraiser -Negotiator III
FRC/mtl
08750/ (54 )
•
nInter-Mountain
Engineering Ltd.
May 31, 1991
Mr. Tom Backhus
c/o Slifer & Co.
230 Bridge St.
Vail, CO 81657
Re: 4 Eagle Ranch Sewage System
Project No. 91162E
Dear Mr_. Backhus,
Enclosed is a letter to the Eagle County Health Department and
a site plan showing Phase I of the 4 Eagle Ranch sewage system.
The letter is essentially self explanatory. It is an application
to install raw sewage vaults totaling 5,400 gallons as shown on the
site plan.
As we discussed on site yesterday should be installed the
vaults in the field southeasterly of the log huts. A 4-inch PVC
line will run northwesterly from the vaults toward the house then
turn and run northerly to the west side of the new barn where it
will be available to connect to whatever sanitary facilities you
propose there. The existing line from the house can be extended
easterly and connect to the new line with a T. This will
constitute Phase I.
Phase 2, which we will. make as a separate application to the
County, will consist of adding a disposal field downstream from the
vaults. At that time you could confidently add the higher flow
producing elements to the system.
Although the vaults will initially be utilized for raw sewage
storage they are sized and should be installed to ultimately
function as a two compartment septic tank. This should be made
clear to the tank manufacturer. The simplest arrangement may be to
acquire two identical tanks and install the downstream tank three
inches lower then the upstream. Both tanks must be installed
level.
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 232-0158
Mr. Tom Backhus
Page 2
May 31, 1991
Project No. 91162E
The tank manufacturer may, however, be able to modify his
standard construction to fit our needs and adjust the location of
the openings to allow proper flow -through with both tank bases at
the same elevation. This is more of a manufacturing and
construction issue than an engineering issue. We recommend that
the tanks be equipped and installed at the outset to function as a
two cell septic tank, but with the outlet plugged from the outside.
This will make conversion easier in the future.
The downstream tank needs to be equipped with a mechanical
level indicator to indicate sewage depth. The manufacturer will
need to supply this. Install the tanks at as high an elevation as
possible to end up with a just few inches of earth cover to natural
grade. This will allow the most latitude for design and
construction of the Phase 2 leach field. Install the tanks
centered along their longitudinal axis with a few feet between them
for convenience of access.
If all of this is acceptable deliver the enclosed letter, site
plan, and a check for $150.00 for the County Health Department in
Eagle, attention Mr. Ray Merry.
Of the tank manufacturers I talked to, Colorado Precast in
Loveland seemed to meet your need best. Phone 669-0535.
It may be worth working through Jim Kemp, a manufacturer's
representative to organize and coordinate all of the items
including pipe and fittings. I recommend ordering all materials
early on.
Call if you have any questions.
Sinc y,
ray,�earson, P.E.
GP:bsk
n Inter -Mountain
Engineering Ltd.
May 31, 1991
Eagle County Health Department
Attn: Mr. Ray Merry
P.O. Box 850
Eagle, CO 81631
Re: 4 Eagle Ranch
Sec 34, T3S, R83W Temporary
Project No. 91162E
Gentlemen;
Sewage Vaults
E?" . -
COf4q,,U11P11TV DE
Iv�Y
VEtOPIWEIVI
We have been retained to provide engineering design services
for the installation of sewage holding vaults on property located
in the SW1/4 of NE1/4 of Section 34, T3S, R83W. The vaults and a
sewer line are shown on the enclosed site plan.
The vaults are to hold raw sewage generated from a gathering
of a maximum of 270 people during the daylight hours of a maximum
of three consecutive days in the last part of June 1991. Portable
restroom facilities are to be provided by an independent
contractor.
The facilities will be limited to urinals, stools, and hand
washing lavatories. There will be two 2700 gallon reinforced
concrete vaults connected by a through - pipe and will be in close
proximity. The dimensions will be approximately 6' x 12' x 5'
high. Although the vaults will be pumped out on a daily basis
automatic sewage level indicators will be incorporated. Sewage
will be properly disposed of by licensed haulers.
Daily sewage volume is estimated as follows:
270 people @ 20 gpcd = 5,400 gallons/day
Twenty gpcd is estimated based on there being no cooking,
bathing, showering, clothes washing, or over night uses.
Please review this submittal at your ear -i convenience.
If you have any questions please call
Sin ,
Gray Pearson, P.E.
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street 9 Lakewood, Colorado 80215 • Phone: 232-0158
Inter-
Mountain
Engineering Ltd.
0
July 20, 1992
Eagle County Health Department
Attn: Mr. Ray Merry
P.O. Box 850
Eagle, CO 81631
Re: Sewage Disposal System
4 Eagle Ranch, Sec 34, T3S, R83W
Project No. 91162E
Dear Mr. Merry:
RECEIVE®
J L 2 2 Iggn2
'j fE' OPAIENT
With this letter we are submitting the plan and the report for
the design of the effluent disposal for 4 Eagle Ranch, located in
Section 34, T3S, R83W, Eagle County, Colorado.
As you are aware the septic tank of 4700 gallons liquid
capacity was previously approved and installed, to serve as a
holding tank. At this time we have completed the design and
selected the suitable leachfield area and when the design is
approved, we would like to change the use of the septic tank from
holding to functional.
If you have any questions, please give us a call.
LP:bsm
Sincerely,
Luiza Petrovska,
Project Engineer
Box No. 978 • Avon, Colorado 81620 • 949-5072 Denver 893-1531
1420 Vance Street 9 Lakewood, Colorado 80215 9 Phone: 232-0158
f)
Inter -Mountain Engineering
Attn: Ms. Luiza Petrovska
Box 978
Avon, CO 81620
Re: 4 Eagle Sewage Disposal System
Dear Ms. Petrovska:
I have reviewed your proposal for an Individual Sewage Disposal
System at the 4 Eagle Ranch and have enclosed my comments.
Please keep in mind I have only reviewed this design for
compliance with Eagle County regulations and not the completeness
of the Application For Site Approval.
If you have any questions concerning these comments, please call
me and I would glad to discuss them in more detail.
Sincerely,
Roger Boyd
Assistant Environmental Health Officer
COMMENTS TO SEPTIC DESIGN FOR 4 EAGLE RANCH
Inter -Mountain needs to submit a vicinity map showing locations
\,,of each structure that will be served by proposed system.
Vicinity map should also indicate location of perc test holes.
County regulations require direct observation of an 8' soil
'profile or other approved method to ensure adequate separation of
the absorption area from groundwater or bedrock.
Design flows have been significantly underestimated, in some
instances by 150%. According to County regulations (4.04.01),
maximum flow shall be considered as 150% of average flow and
shall be the basis for design purposes. For example, the single
family residence should have a design flow of 900 gpd, not 600
gpd.
In my opinion, flows for the food service are over estimated.
According to the EPA design manual, wastewater flows from a
restaurant range from 2.1-4.O gpd/meal, with a typical flow of
2.6 gpd/meal. I realize the proposed food service is not a
restaurant, however, I feel these flows serve a reference point
for more accurate estimates. Food service for guests is
currently being catered, however, at some point a full service
kitchen could necessary at the ranch.
The calculations provided for determining the flows of the Public
Park lack the necessary level of detail to accurately verify
design flow. For example, how many people (or uses) will the
park receive per day. Also, what is the intended use of the
park, will camping be allowed, why are showers being installed.
It is my understanding that a wine making operation is planned
for the ranch. Depending on the scale of such an operation, -
certain stages of wine making can generate large amounts of waste
water. Has this potential use been considered in the septic
design.
Based on the present design flow, including an increase of 150%
for maximum flow as require be Eagle County regulations, a
minimum of 282 Infiltrator in a bed configuration would be
necessary for the proposed use. In addition, the existing 4700
gallon tank would not provide the necessary 30 hour retention
time. Based on the present design flow, the minimum size tank
allowable would be 8164 gallons. If additional tank capacity is
added, the first compartment must be at least half of the total
volume.
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N. T. S.
BEDDING DETAIL NOTES:
I. Minimum cover to be below final street grade when avallable.
2. Trench to be braced or sheeted as necessary for the protection
of other utilities and to meet O.S.H.A. safety requirements.
3. Trench width shall not be more than 16 inches nor less than
12 inches wider than the outside diameter of the pipe laid
therein. (Bell of coupling O.D. if applicable.)
4. Machine compacted backfiII.
Squeegee, sand, o�--3/4" gravel, hand tamped in 6 inch lifts.
6. Single layer of 6 mil. polyethylene or Visqueen.
7. 3/4 inch washed rock.
°. 3/411, I", 1-1/2" washed rock.
PIPE BEDDING DETAILS
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REL OCA TE lRRI /�, A TION Gl TCH -
THE INFIL TRA TOR CHAMBER S YS TEM
- Th INF'L TF4 TCrr, C--
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FISTING 4700 GAL TANK
/- EXISTMIG GRACE
- lNFIL TRA TOR CHAMEfE/T
3x6-1114'xl' (TYPICAL)
L 4" P. V. CONNE TING
THE C N7S OF THE CHAMBERS
GRAPHIC SCALE
5 10 2) 40
( IN FEET )
1 inch = 10 E.
CLEANOUT -- -
9ENL RA L NO TES
1. Excavate 63' by 56.25' level bed.
2. Prepare and rake infiltrative surface.
j 3. Place the INFIL TRA TOR chamber on the
level bed bottom and slip the iterlocking
joints together.
4. Screw the endplates in place with self
drilling screws and run the inlet pipe
through the inlet end plate. Pipe does
not extend the length of the system.
5. Screw units together with self dril/ing
sere ws.
6. Backfill the sides of the bed with
native soil to properly support the sides.
7. Backfill the bed to a minimum of 12"
of compacted cover.
8. Avoid vechicle traffic on system during
construction.
9. See pipe bedding detail for solid pipe
installation.
BA CKFILL WITH SANDY
OR NA Tl VE SOIL
HG TTOAI OF LEANING HEED
SHOULJ BE LEVEL
PROPOSE!? LEACHING FIE -Lb
TOP OF TANK EL = 96.2 -
TIVIN 12" CO'vt R 93. 0
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4 " S�R35 SOLID P. V. C. J
DIST,?IBU TION LINES
FROM HEADER TO CHAMBER'
4 " SOR35 SOLID WALL
HEADER PIPE
4 " SOR35 P. V. C. SOLID
COUNTYRECEIVED
EAGLE
COMMU
24'DIA. ACCESS
TO BLDG
SEWER
Work Classification: AlterationPermit
PO BOX 70
WOLCOTT CO 81655-0070
PO BOX 70
WOLCOTT CO 81655-0070
Address Owner Information
Permit Status: Active
Project Address
185534400001
Permit Type: OWTS Permit
Permit NO. OWTS-5-11-6104
Expires: 1/6/2012 Issue Date: 9/8/2011
Parcel No.
004098 HWY 131 WOLCOTT AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)376-1808
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)926-2728ARROYO ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
NEI PROPERTY MANAGEMENT (970)471-3665 Yes52-11
GLENN HEELAN
4 EAGLE RANCH
Permitted Construction / Details:
This system is sized for a Commercial recreational facility.
This system is permitted to install the alterations to the existing on-site wastewater system identified on
the plans stamped, signed and dated August 15, 2011 by Lee Whittington of Arroyo Engineering, Inc.
Such alterations include the installation of a new lift station with high water alarm; a new 2500 gallon
single compartment septic tank preceding the existing 2500 gallon two compartment concrete septic tank
(in which the engineer has specified a "SepAerator" aeration device to be equipped with duplex pumps
dosing a new drain field consisting of 3,280 square feet of absorption area credit via 164 Q4 Infiltrator
chambers in a shallow trench configuration with four rows of 41 chambers per row.
Permission is also granted to install an effluent line from the 4,700 gallon dosing vault to the existing
drain field but not to connect a dosing pump to the old, resting drain field. The existing drain field will be
taken off line and allowed to rest.
Do not install in wet weather.
Do not cover any portion of the system before inspection by the design engineer and Eagle County
Environmental Health.
Contact the design engineer for final certification of the OWTS and to facilitate occupancy of the "people
barn". The system will not be finalized until Environmental Health receives a certification letter, pictures,
and as built of the system from the design engineer.
This new on-site wastewater treatment unit is designed to handle flows from the new "people barn" up to
1,950 gallons of wastewater in any given day.
It is recommended that portable toilets be utilized for large events which may exceed this capacity.
Customer Copy CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: AlterationPermit
PO BOX 70
WOLCOTT CO 81655-0070
PO BOX 70
WOLCOTT CO 81655-0070
Address Owner Information
Permit Status: Active
Project Address
185534400001
Permit Type: OWTS Permit
Permit NO. OWTS-5-11-6104
Expires: 1/6/2012 Issue Date: 9/8/2011
Parcel No.
004098 HWY 131 WOLCOTT AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)376-1808
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)926-2728ARROYO ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
NEI PROPERTY MANAGEMENT (970)471-3665 Yes52-11
GLENN HEELAN
4 EAGLE RANCH
Permitted Construction / Details:
This system is sized for a Commercial recreational facility.
This system is permitted to install the alterations to the existing on-site wastewater system identified on
the plans stamped, signed and dated August 15, 2011 by Lee Whittington of Arroyo Engineering, Inc.
Such alterations include the installation of a new lift station with high water alarm; a new 2500 gallon
single compartment septic tank preceding the existing 2500 gallon two compartment concrete septic tank
(in which the engineer has specified a "SepAerator" aeration device to be equipped with duplex pumps
dosing a new drain field consisting of 3,280 square feet of absorption area credit via 164 Q4 Infiltrator
chambers in a shallow trench configuration with four rows of 41 chambers per row.
Permission is also granted to install an effluent line from the 4,700 gallon dosing vault to the existing
drain field but not to connect a dosing pump to the old, resting drain field. The existing drain field will be
taken off line and allowed to rest.
Do not install in wet weather.
Do not cover any portion of the system before inspection by the design engineer and Eagle County
Environmental Health.
Contact the design engineer for final certification of the OWTS and to facilitate occupancy of the "people
barn". The system will not be finalized until Environmental Health receives a certification letter, pictures,
and as built of the system from the design engineer.
This new on-site wastewater treatment unit is designed to handle flows from the new "people barn" up to
1,950 gallons of wastewater in any given day.
It is recommended that portable toilets be utilized for large events which may exceed this capacity.
Issued by: Environmental Health Department, Eagle County, CO
September 08, 2011
Date
Terri Vroman
Work Classification: AlterationPermit
PO BOX 70
WOLCOTT CO 81655-0070
PO BOX 70
WOLCOTT CO 81655-0070
Address Owner Information
Permit Status: Active
Project Address
185534400001
Permit Type: OWTS Permit
Permit NO. OWTS-5-11-6104
Expires: 1/6/2012 Issue Date: 9/8/2011
Parcel No.
004098 HWY 131 WOLCOTT AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)376-1808
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)926-2728ARROYO ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
NEI PROPERTY MANAGEMENT (970)471-3665 Yes52-11
GLENN HEELAN
4 EAGLE RANCH
Permitted Construction / Details:
This system is sized for a Commercial recreational facility.
This system is permitted to install the alterations to the existing on-site wastewater system identified on
the plans stamped, signed and dated August 15, 2011 by Lee Whittington of Arroyo Engineering, Inc.
Such alterations include the installation of a new lift station with high water alarm; a new 2500 gallon
single compartment septic tank preceding the existing 2500 gallon two compartment concrete septic tank
(in which the engineer has specified a "SepAerator" aeration device to be equipped with duplex pumps
dosing a new drain field consisting of 3,280 square feet of absorption area credit via 164 Q4 Infiltrator
chambers in a shallow trench configuration with four rows of 41 chambers per row.
Permission is also granted to install an effluent line from the 4,700 gallon dosing vault to the existing
drain field but not to connect a dosing pump to the old, resting drain field. The existing drain field will be
taken off line and allowed to rest.
Do not install in wet weather.
Do not cover any portion of the system before inspection by the design engineer and Eagle County
Environmental Health.
Contact the design engineer for final certification of the OWTS and to facilitate occupancy of the "people
barn". The system will not be finalized until Environmental Health receives a certification letter, pictures,
and as built of the system from the design engineer.
This new on-site wastewater treatment unit is designed to handle flows from the new "people barn" up to
1,950 gallons of wastewater in any given day.
It is recommended that portable toilets be utilized for large events which may exceed this capacity.
Office Copy CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: AlterationPermit
PO BOX 70
WOLCOTT CO 81655-0070
PO BOX 70
WOLCOTT CO 81655-0070
Address Owner Information
Permit Status: Active
Project Address
185534400001
Permit Type: OWTS Permit
Permit NO. OWTS-5-11-6104
Expires: 1/6/2012 Issue Date: 9/8/2011
Parcel No.
004098 HWY 131 WOLCOTT AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)376-1808
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)926-2728ARROYO ENGINEERING
Contractor(s)Phone Primary ContractorLicense Number
NEI PROPERTY MANAGEMENT (970)471-3665 Yes52-11
GLENN HEELAN
4 EAGLE RANCH
Permitted Construction / Details:
This system is sized for a Commercial recreational facility.
This system is permitted to install the alterations to the existing on-site wastewater system identified on
the plans stamped, signed and dated August 15, 2011 by Lee Whittington of Arroyo Engineering, Inc.
Such alterations include the installation of a new lift station with high water alarm; a new 2500 gallon
single compartment septic tank preceding the existing 2500 gallon two compartment concrete septic tank
(in which the engineer has specified a "SepAerator" aeration device to be equipped with duplex pumps
dosing a new drain field consisting of 3,280 square feet of absorption area credit via 164 Q4 Infiltrator
chambers in a shallow trench configuration with four rows of 41 chambers per row.
Permission is also granted to install an effluent line from the 4,700 gallon dosing vault to the existing
drain field but not to connect a dosing pump to the old, resting drain field. The existing drain field will be
taken off line and allowed to rest.
Do not install in wet weather.
Do not cover any portion of the system before inspection by the design engineer and Eagle County
Environmental Health.
Contact the design engineer for final certification of the OWTS and to facilitate occupancy of the "people
barn". The system will not be finalized until Environmental Health receives a certification letter, pictures,
and as built of the system from the design engineer.
This new on-site wastewater treatment unit is designed to handle flows from the new "people barn" up to
1,950 gallons of wastewater in any given day.
It is recommended that portable toilets be utilized for large events which may exceed this capacity.
September 08, 2011
Issued by: Environmental Health Department, Eagle County, CO Date
Terri Vroman
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecountv.us
APPLICATION FOR
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecouniy.us
OWTS PERMIT #Ow - D BUILDING PERMIT # C.nMi%A —S- I I - hb 1 l
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEESCHEDULE
APPLICATION FEE $800.00 MAJOR REPAIR FEE 800.00 MINOR REPAIR FEE 400.00
This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final
Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or
consultation is needed. The re -inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: LL- Phone: � 3Z�D - 3+-1 S to
00 NCEIA J
Mailing Address: 170 13o�c Z.ZZ—i p EAGLF— Lo email tgm a"tA.JQ 4oL.. L.o►✓t
SS G�.
Registered Professional Engineer: L A,,?Tom Phone: (970') 14T-S797_
Applicant or Contact Person: TV-#,JA 5Vj PJj,=A4A/'Koa/►r7-,Phone: 61-73) 3Z$ — 34(56
Licensed Systems Contractor: T13 D License # -rbb
Company / DBA: -rGl> Phone: -rB D
Mailing Address: -Mb email ?'Sid
Permit Application is for: New Installation Alteration Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description: *r&t S 3 %-/ % 4ub '?Arr• o F rZAcT- 3'9e 5 EL 3G(
Tw15, lZ$3,a, 51/L fVE yy, 5E %/H
Tax Parcel Number: I 1-I&I — OO — 0 Ol Lot Size: V H t4- 2)Z ACA�r—,
Assessor's Link: www.eaglecounty.us/uatie/
Physical Address:
Building Type:
Ala=f4, us N+.✓-1
Residential / Single
Residential / Multi Family
Ca
Number of Bedrooms:
Number of Bedrooms:
Commercial / Industrial* Type of Use: QlrSotZT k8Cj?4;) )r)Qj+L
*These systems require design my a Registered Professional Engineer PIA-C I u T y
Type of Water Supply:
If Public Name of Supplier:
Applicant Signature:
******************
Office Use Only
Amount Paid:
Private Well X, Spring Surface Public
Receipt #: Check #: ti`M�> Date: ` j-D l
AKKOYO r-NG1NI.EX1NG.1NG
CIVItF—NCINF-E-KI NGr CON5ULTING
May 18, 2011
Raymond Merry
Eagle County
Environmental Health Department
P.O. Box 179
Eagle, CO 81631
RE: 4 Eagle Ranch — Septic System Improvements
Dear Mr. Merry,
As you are aware we have been proposing some improvements to the existing septic
system at the 4 Eagle Ranch property, located in Wolcott, Colorado. It is my
understanding that the Building Permit for the proposed People Barn is being detained
due to an outstanding OWTS permit. We feel that a permit is not warranted since the
existing septic system is adequately sized for both the existing and proposed sewer
demands. The reason for the proposed improvements is mainly because during this last
winter the 4 Eagle Ranch had a backup of the toilets inside the building and they have
asked me to look into the cause of this issue. The cause of the backup is undetermined as
of yet, and may have been due to freezing of the lines. The ideology for the proposed
septic system improvements was for the owners piece of mind to insure that the septic
system could handle the rare back to back maximum day events without issue.
I have gathered and reviewed the existing water and sewer system uses to date, and
believe that the existing septic system is sized adequately for the existing uses on the
property and is rarely used for its maximum treatment potential. Since the People Barn is
replacing the existing tents on the property we do not expect any increases to the current
uses from this replacement at this time. The only proposed increase at this time is from
the additional 3 bedrooms added onto the homestead house, which is only planned to
have similar uses to a retreat house which we believe will still fall within the existing
septic system sizing. Additionally we would like to note that the proposed bathrooms in
the People Barn are not required and are only being designed to improve the location and
ease access to the bathrooms as well as replace some of the outdated bathrooms and
fixtures located in the adjacent Nelson Cabin.
As a an extra insurance solution, we were originally proposing to utilize and existing
abandoned onsite 4700 gallon septic tank as a holding tank for the excess uses from these
rare events. Then also use this tank as a dosing chamber to only allow dosing of the leach
field at a lower rate. Had this been the sole improvement we would have likely submitted
the application already. However in a recent meeting with you, we were asked to provide
some additional studies as to the condition of the existing leach field and to look into
-PO Box 2946 • Edwards, CO 81632 • Ph: (970) 471-5792 • lee@arroyo-engineering.com -
some additional oxygenating filter systems to further reduce the BOD and nitrogen in the
treatment process. We are diligently looking into these issues and are nearing a final
design but are likely still a week or two away from a final submittal.
We are proposing that the OWTS permit not hold up the Building Permit at this time
since the proposed uses are still planned to be within the limits of what the existing septic
system is sized for, and we ask that you accept this application and payment on good
faith that the proposed improvements and final design will be submitted shortly.
If required we can also agree to not connect the proposed new bathrooms to the existing
septic system until a final OWTS permit is approved.
Please feel free to contact either Jenna Skinner -Markowitz (970) 328-3456 or myself
(970) 471-5792 with any further questions or requests.
Sincerely,
Lee C. Whittington, PE
•PO Box 2946 • Edwards, CO 81632 - Ph: (970) 471-5792 • lee@arroyo-engineering.com -
May 18, 2011
To Whom It May Concern:
1, Glenn M. Heelan, Managing Member of 4 Eagle Ranch, LLC, hereby authorize Jena Skinner -
Markowitz, AICP, to act as representative on our behalf for any land use application, permit, or
similar, for all properties owned or operated by this entity.
If`you7have-any comments on this document, please
3456 or via email,at glmheelan@aol.com
Si cere`°s:
Glenn M. Heelan
Managing Member, 4 Eagle Ranch, LLC
94 Market Street, Sidle 203, Eagle, CD 81631-2227 (970) 3 28-3456
3-
SEPTIC SYSTEM IMPROVEMENTS
PROPOSED FOR
4 EAGLE RANCH
SEC 34, T3S, R83W
Wolcott, Eagle County, Colorado
August 15, 2011
•Arroyo Engineering, Inc • PO Box 2946 • Edwards, CO 81632 • (970) 471-5792 •
• 397 Edwards Village Blvd • lee@hotmail.com •
SCOPE
The scope of this report is to analyze and provide any necessary improvements to the
existing septic system at the 4 Eagle Ranch property. Analysis is to determine if the
existing system is functioning properly and if it is sized properly for the current and
proposed uses.
SITE DESCRIPTION
The 4 Eagle Ranch is located approximately 4 miles North of Wolcott on Highway 131.
The property is a working ranch that offers horseback riding, sleigh rides, zip line tours,
wine making and caters private parties.
HISTORY
From the past records obtained from the Eagle County Environmental Health Department
we were able to determine this brief approximate history of the existing septic system at
the 4 Eagle Ranch. In 1992 the septic system was originally designed for a maximum
daily loading of 4354 gpd. It was designed to include a 4700 gallon septic tank and a
3530 sf infiltrator chamber trench leach field system. Since proposed uses exceeded the
2000 gpd maximum allowed for a county permit approval, the system was not approved
and only the 4700 gal septic tank was installed. Because of this the septic tank was
utilized as a holding tank and was pumped out weekly from 1992 to 1994.
In 1994 the leach field was redesigned and reduced in size from the original design.
Pumping records of the septic holding tank showed a maximum daily loading of only 600
gpd. The design of the proposed leach field assumed this to increase and was designed for
a maximum day load of 1950 gallons. The existing 4700 gallon septic tank was continued
to be used, and the installed leach field was 65 infiltrator units in 5 trenches for a total
area of 1215 sf.
In 1998 records showed that a new leach field was installed adjacent to the existing leach
field. The new field was sized the same as the previous one with 65 infiltrator units in 5
trenches for a total area of 1215 sf. The old leach field was taken off line and allowed to
rest. In addition a new septic tank was installed we assume this was necessary in order for
the septic tank to be located upstream of the new leach field. Because the new leach field
was located upstream of the old leach field and it was therefore to high for the existing
4700 gallon septic tank to gravity flow into the new field. The new septic tank was
originally proposed to be two 1250 gallon tanks but was actually installed as a single
2500 gallon septic tank. The older 4700 gallon tank was taken offline and abandoned.
The 2500 gallon septic tank is what is still in operation today.
In 2001 the old leach field was reconnected to the septic system, it was connected in
series to the new leach field which essentially doubled the size and capacity of the overall
leach field. The overall leach field, which is still currently in use, consists of 130
infiltrator units for a total area of 2430 SF.
ANALISYS OF EXISTING SYSTEM
The condition of the existing septic system has been reviewed and the results are as
follows. The existing 2500 gallon septic tank has been pumped out and inspected and
appears to be in proper working order and there are no visible signs of any structural
defects. The leach field has inspection ports at each end of every row of infiltrators,
which were all removed and inspected. When inspected all of the ports were full of waste
water effluent. In order to determine if the leach field was functioning properly the septic
tank was pumped out so that no flow was directed to the leach field for around 3 days, in
order to give it time to percolate out. After this period the ports were inspected again and
the water level had gone down some but standing water was still quite high in every port.
In addition the ground above the leach field is very wet and spongy. Core samples were
attempted at the inspection ports but were mostly unsuccessful due to the rocky material.
However a few samples of black bio mat were recovered and were a least 4” thick before
refusal of the core due to rocks. Because of the above observations the leach field has
been determined to be failing and is in need of replacement.
EXISTING SEWER LOADING
The 4 Eagle Ranch has an on site water treatment plant and records their total water
usage on a weekly basis. From these records we were able to approximate the average
and maximum day septic system loads. Total water demand is measured at the plant and
known water demands that aren’t directed to the septic system where subtracted out to
obtain sewer loads. The water demands not directed to the septic system include 450
GPD to water the horses on Tuesday through Saturday and an average of 200 GPD to
backwash the filters in the treatment plant.
Utilizing the above information we were able to determine an average daily sewer load to
be about 935 GPD and the highest sewer loading on record was 1777 GPD. Although
these numbers are considered to be greater than the actual septic system loads because
there are items included that falsely raise the actual values. Some of these items are as
follows.
1. The employees are known to put the water hose in the horse trough to fill it up but
often forget to turn off the water when they are full and water overflows onto the
ground for sizable periods of time. This is water that is not quantified so these
calculations assume this water is currently directed to the septic system and thus
creating a false higher average.
2. There is a leak in the line that goes to the spigot that fills the horse trough and this
valves needs to be turned on and off every time this spigot is used otherwise this
leak has been known to drain the water tanks. This is water that is not quantified
so these calculations assume this water is currently directed to the septic system
and thus creating a false higher average.
3. There is a toilet that was discovered being stuck running for some time it was
fixed after it was discovered but the how many days or weeks this was happening
is unknown. This is water that was directed to the septic system but is not
considered and average use and is falsely raising the average demands.
The horses are planned to be taken off of the treated domestic water supply system,
which will ensure that the two problems associated with this won’t effect this in the
future and the toilet has been fixed.
DESIGN CRITERIA
The 4 Eagle Ranch has recently remodeled the existing homestead house on the property
and has increased the building size from 5 to 6 bedrooms and plans on utilizing the
building as a retreat house for occasional guests. The two existing tents on the property
that were utilized for larger parties are being removed and will be replaced with a single
larger more permanent People Barn. The People Barn will have new bathrooms in it and
the existing bathrooms in the Nelson Cabin are being removed. The new people barn is
planned to be utilized much the same as the tents were, mainly for larger parties.
The 4 Eagle Ranch currently hosts parties ranging from 25 to 300 people without
exceeding the designed 1950 gpm sewer loading. As a rule of thumb porta-potties are
brought in when parties exceed 300 people so as not to overload the existing septic
system.
Since no changes are proposed in the sewer loading coming from the People Barn, the
only real increases will be from the one additional bedroom at the homestead house. Per
code this increase is expected to be 75 gpd per person for 2 people in the one additional
bedroom, for a total of 150 gpd.
With the proposed increased loading of 150 gpd plus the calculated 935 gpd average day
loading we have a new total average day load of 1085 gpd and a 150% maximum day
load would be 935 x 1.5 = 1403 gpd. This is still much less than the 1950 gpd the septic
system is designed for. However it is in the interest of the 4 Eagle Ranch to continue to
design to the 1950 gpd max day loading as a factor of safety and to design to just under
the max 2000 gpd allowed by the county permitting process.
It should be mentioned that calculating sewer loading utilizing the suggested flowrates
per use as suggested in the Eagle County Land Use Regulations for Individual Sewage
Disposal Systems, produces quantities so high that they far exceed the total water usage
recorded at the water treatment plant. For this reason sewer loads are considered to be
more accurate utilizing the actual data available for this site.
LEACH FIELD SIZING
A new location has been chosen for the proposed leach field. Which is just south of the
existing leach field and north of the rodeo arena. Perk tests were performed on the surface
which produced reading perk rates near failing right around 60 min per inch. This is
largely due to the very clayey material at the surface of this entire ranch area. It is
believed that this clayey material is largely to blame for the short life of the two previous
leach fields. We have discovered from a recent soils report that there is another layer of a
more sandy clay located just 3-4 feet deep below the poor material at the surface. We dug
down to this layer and ran perk test on it which performed exceptionally well. Having a
perk rate of 10.75 min per inch. However since this material is located just a foot or two
lower than the elevation we prefer to locate the infiltrators, we ran a test on a sample
area. We removed some of this better material from an adjacent trench and replaced the
poor material where the leach field is to be located. We did this on an approximate 10x15
foot area and ran perk tests on the top of the newly imported material. This area perked at
a rate of 23 min per inch, this difference in perk rate is likely caused by a variation in the
compaction from its original state. However since the leach field is planned to be entirely
on the imported material and the 23 MPI is the more conservative perk rate, we will
design to that.
Leach Field Area (A) = (Q √t)/5 = (1950 √23)/5 = 1870 sf
Also check the leach field sizing against the Long Term Acceptance Rate (LTAR) of the
Soil.
If we used the final perk rate of 23 MPI this would give us an LTAR of 0.5, typical of an
average “Loam”. However since our original perk test of the soil in it’s undisturbed state
had a perk rate of 10.75 MPI that would classify it as a “Sandy Loam” having an LTAR
of 0.72. This also agrees with the soils report which classifies this soil as a “Clayey Sand”
and with field inspections of the material which appears to have a greater concentration
of sand than an average “Loam”. For the purposes of this calculation we will assume the
soil to be somewhere between a “Loam” and a “Sandy Loam” and use an LTAR of 0.6.
Leach Field Area = Q / LTAR = 1950 / 0.6 = 3250 sf Å design to larger area.
Utilizing the 50% allowable reduction factor for using the Q4 Infiltrators.
Leach Field Area = 3250 x RF = 3256 x .5 = 1628 sf.
Standard infiltrator units have an effective area of 10 sf
1628sf / 10 sf = 162.8 units. Use 164 Units in 4 equal length trenches.
Total Leach Field Area = 164 units x 10 sf/unit = 1640 SF
Use 41 infiltrators per trench with 4 equal length trenches for a total
of 164 infiltrators and a total area = 1640 SF
SEPTIC TANK SIZING
Existing Septic Tank
Size = 2500 Gallons
Capacity: Max Daily Flow = (30x1950)/24 = 2437.5 gal/day
The existing septic tank is sized correctly to meet the 30 hour settling rate required for a
max day demand of 1950 gpd.
Due to the fact that the leach fields at this site have proven to have shorter than expected
life spans we are proposing to take additional measures to improve on the leach field life
span. One additional treatment measure is to install a second 2500 gallon single chamber
septic tank upstream of the existing 2500 gallon septic tank. This additional tank is
proposed to help prolong the life of the new leach field buy allowing for more particulate
removal by extending the settling time. This additional tank is also proposed as part of
our nitrate removal plan. We are planning on installing a “SepAerator” septic aeration
system in the second (existing) septic tank. This system works best when the aerators are
installed in the inlet side of a tank that is free of solids. This allows the air bubbles to
interact with the nitrates for a longer period of time, as they flow from the inlet side of
the tank to the outlet side. This longer interaction time provides a more effective nitrate
removal.
LIFT STATION
The new “People Barn” is being built in a location where it will not be possible for the
septic piping to achieve gravity flow to the existing septic tanks. For this reason a Lift
Station is proposed to in order to pump the sewage up to the septic tanks. The proposed
lift station shall consist of an underground vault or self contained unit that will
accommodate duplex (2) ejector pumps set up to alternate pumping. Each pump shall be
sized to handle the loading from the People Barn individually. There shall also be float
switches for pumping operation and high level alarms. Additionally alarm lights shall be
located at the control panel.
DOSING CHAMBER
To further improve on the septic system and the life of the leach field, we have decided to
utilize the existing 4700 gallon septic tank that was previously abandoned as a dosing
chamber. Utilizing this tank will improve the system in two ways. First by regulating the
flowrates directed to the leach field so that the it has adequate time to percolate in
between dosing events. This will help the field operate in a more aerobic environment
which will help control bio mat growth, and prevent failure of the leach field. Secondly
this tank will also act as a holding tank for any unexpected flowrates larger than the
calculated maximum day loading. If a larger event were to occur this tank is large enough
to hold the excess volume for a few days while the dosing pumps can recover by
discharging sewage at a rate the leach field is designed to handle.
CONCLUSIONS
The 4 Eagle Ranch has an existing septic system that is sized properly according to
historic and proposed uses as determined from actual recorded water use data. The
existing leach field is failing and is in need of replacement. It is believed that part of the
problem with the failing leach field is due to the total anaerobic condition of the current
system which causes an excess buildup of bio mat. Due to the relatively short life span of
the leach field the 4 Eagle Ranch would like to make some additional improvements to
help extend the life expectance of the new leach field. First, and additional 2500 gallon
septic tank is proposed to help with settling times and help with nitrate removal. Second a
Septic Tank Aeration system is planned to be installed to add air into the septic tanks
which will also help remove nitrates and improve BOD removal. Third the existing 4700
gallon septic tank is to be utilized as a dosing tank and will also be capable of retaining
any excess flows from the system so as not to overload the leach field. Fourth the new
leach field will be placed on a more pervious material that is located just a few feet below
the existing clayey material located at the surface.
4 EAGLE RANCH
WATER SYSTEM RECORDS
4 EAGLE RANCH SEPTIC SYSTEM
1) Backwash uses approx 400 Gallons every 2 days and this Iron filter backwashes between 0 and 300 gal every other day. This water doesn't go to the septic.
2) The horses use approx 450 gallons 5 days a week not on sundays and mondays. This water gets consumed and doesn’t go to the septic.
DATE day of the week Horses Back wash People per party METER READING Total Wtr Use Avg Day Wtr Use Avg Day Swr Use
1/1/2010 Saturday 450 200
1/2/2010 Sunday 200 66
1/3/2010 Monday 200 25
1/4/2010 Tuesday 450 200 3317210
1/5/2010 Wednesday 450 200
1/6/2010 Thursday 450 200 32
1/7/2010 Friday 450 200 98
1/8/2010 Saturday 450 200
1/9/2010 Sunday 200
1/10/2010 Monday 200
1/11/2010 Tuesday 450 200 52
1/12/2010 Wednesday 450 200 3326420 9210 1151 614
1/13/2010 Thursday 450 200
1/14/2010 Friday 450 200
1/15/2010 Saturday 450 200 49
1/16/2010 Sunday 200 38
1/17/2010 Monday 200 56
1/18/2010 Tuesday 450 200
1/19/2010 Wednesday 450 200 3333530 7110 1016 494
1/20/2010 Thursday 450 200 52
1/21/2010 Friday 450 200
1/22/2010 Saturday 450 200 23
1/23/2010 Sunday 200
1/24/2010 Monday 200
1/25/2010 Tuesday 450 200 3339200 5670 945 445
1/26/2010 Wednesday 450 200
1/27/2010 Thursday 450 200 25
1/28/2010 Friday 450 200
1/29/2010 Saturday 450 200
1/30/2010 Sunday 200 50
1/31/2010 Monday 200
2/1/2010 Tuesday 450 200 19 3347040 7840 1120 599
2/2/2010 Wednesday 450 200 34
2/3/2010 Thursday 450 200 29
2/4/2010 Friday 450 200 94
2/5/2010 Saturday 450 200
2/6/2010 Sunday 200
2/7/2010 Monday 200
2/8/2010 Tuesday 450 200 29
2/9/2010 Wednesday 450 200 54 3354760 7720 965 428
2/10/2010 Thursday 450 200
2/11/2010 Friday 450 200
2/12/2010 Saturday 450 200 58
2/13/2010 Sunday 200 52
2/14/2010 Monday 200
2/27/2010 Sunday 200
2/28/2010 Monday 200
3/1/2010 Tuesday 450 200 27
3/2/2010 Wednesday 450 200 3381270 10130 1447 926
3/3/2010 Thursday 450 200 55
3/4/2010 Friday 450 200 116
3/5/2010 Saturday 450 200
3/6/2010 Sunday 200 64
3/7/2010 Monday 200
3/8/2010 Tuesday 450 200 38
3/9/2010 Wednesday 450 200
3/10/2010 Thursday 450 200 43
3/11/2010 Friday 450 200
3/12/2010 Saturday 450 200 4
3/13/2010 Sunday 200 58
3/14/2010 Monday 200
3/15/2010 Tuesday 450 200 51
3/16/2010 Wednesday 450 200 3404970 23700 1693 1171
3/17/2010 Thursday 450 200 124
3/18/2010 Friday 450 200
3/19/2010 Saturday 450 200 35
3/20/2010 Sunday 200 43
3/21/2010 Monday 200
3/22/2010 Tuesday 450 200 52
3/23/2010 Wednesday 450 200 41
3/24/2010 Thursday 450 200
3/25/2010 Friday 450 200 3425910 20940 2327 1777
3/26/2010 Saturday 450 200
3/27/2010 Sunday 200 84
3/28/2010 Monday 200
3/29/2010 Tuesday 450 200 128
3/30/2010 Wednesday 450 200 70
3/31/2010 Thursday 450 200 117
4/1/2010 Friday 450 200 74
4/2/2010 Saturday 450 200 40 3437260 11350 1419 881
4/3/2010 Sunday 200 45
4/4/2010 Monday 200
4/5/2010 Tuesday 450 200 26
4/6/2010 Wednesday 450 200
4/7/2010 Thursday 450 200
4/8/2010 Friday 450 200 3444320 7060 1177 677
4/9/2010 Saturday 450 200
4/10/2010 Sunday 200
4/11/2010 Monday 200
4/12/2010 Tuesday 450 200
4/13/2010 Wednesday 450 200 25
4/14/2010 Thursday 450 200
4/15/2010 Friday 450 200 3452210 7890 1127 606
4/16/2010 Saturday 450 200
4/17/2010 Sunday 200
4/18/2010 Monday 200
4/19/2010 Tuesday 450 200 3456160 3950 988 563
4/20/2010 Wednesday 450 200
4/21/2010 Thursday 450 200
5/4/2010 Wednesday 450 200
5/5/2010 Thursday 450 200
5/6/2010 Friday 450 200 91
5/7/2010 Saturday 450 200
5/8/2010 Sunday 200
5/9/2010 Monday 200
5/10/2010 Tuesday 450 200
5/11/2010 Wednesday 450 200 3484240 10010 1251 714
5/12/2010 Thursday 450 200 35
5/13/2010 Friday 450 200
5/14/2010 Saturday 450 200 60
5/15/2010 Sunday 200 20
5/16/2010 Monday 200
5/17/2010 Tuesday 450 200
5/18/2010 Wednesday 450 200 3492270 8030 1147 626
5/19/2010 Thursday 450 200
5/20/2010 Friday 450 200
5/21/2010 Saturday 450 200 225
5/22/2010 Sunday 200 40
5/23/2010 Monday 200
5/24/2010 Tuesday 450 200
5/25/2010 Wednesday 450 200 3498880 6610 944 423
5/26/2010 Thursday 450 200 500
5/27/2010 Friday 450 200
5/28/2010 Saturday 450 200 300
5/29/2010 Sunday 200
5/30/2010 Monday 200
5/31/2010 Tuesday 450 200
6/1/2010 Wednesday 450 200
6/2/2010 Thursday 450 200 3511390 12510 1564 1026
6/3/2010 Friday 450 200 133
6/4/2010 Saturday 450 200
6/5/2010 Sunday 200
6/6/2010 Monday 200
6/7/2010 Tuesday 450 200
6/8/2010 Wednesday 450 200
6/9/2010 Thursday 450 200 3524080 12690 1813 1291
6/10/2010 Friday 450 200
6/11/2010 Saturday 450 200
6/12/2010 Sunday 200 26
6/13/2010 Monday 200
6/14/2010 Tuesday 450 200 18
6/15/2010 Wednesday 450 200
6/16/2010 Thursday 450 200
6/17/2010 Friday 450 200 3534470 10390 1299 761
6/18/2010 Saturday 450 200 144
6/19/2010 Sunday 200 140
6/20/2010 Monday 200
6/21/2010 Tuesday 450 200 32
6/22/2010 Wednesday 450 200
6/23/2010 Thursday 450 200 150
6/24/2010 Friday 450 200 30 3544310 9840 1406 884
6/25/2010 Saturday 450 200
6/26/2010 Sunday 200 150
7/9/2010 Saturday 450 200
7/10/2010 Sunday 200 200
7/11/2010 Monday 200
7/12/2010 Tuesday 450 200 3564930 4630 1158 733
7/13/2010 Wednesday 450 200 87
7/14/2010 Thursday 450 200 115
7/15/2010 Friday 450 200 130
7/16/2010 Saturday 450 200 200
7/17/2010 Sunday 200
7/18/2010 Monday 200
7/19/2010 Tuesday 450 200 3575600 10670 1524 1003
7/20/2010 Wednesday 450 200 40
7/21/2010 Thursday 450 200 156
7/22/2010 Friday 450 200 75
7/23/2010 Saturday 450 200
7/24/2010 Sunday 200 200
7/25/2010 Monday 200
7/26/2010 Tuesday 450 200 3585390 9790 1399 877
7/27/2010 Wednesday 450 200 250
7/28/2010 Thursday 450 200 132
7/29/2010 Friday 450 200
7/30/2010 Saturday 450 200
7/31/2010 Sunday 200
8/1/2010 Monday 200
8/2/2010 Tuesday 450 200 3596270 10880 1554 1033
8/3/2010 Wednesday 450 200 330
8/4/2010 Thursday 450 200 257
8/5/2010 Friday 450 200 111
8/6/2010 Saturday 450 200
8/7/2010 Sunday 200
8/8/2010 Monday 200
8/9/2010 Tuesday 450 200 3609440 13170 1881 1360
8/10/2010 Wednesday 450 200
8/11/2010 Thursday 450 200 183
8/12/2010 Friday 450 200
8/13/2010 Saturday 450 200
8/14/2010 Sunday 200
8/15/2010 Monday 200
8/16/2010 Tuesday 450 200 3623770 14330 2047 1526
8/17/2010 Wednesday 450 200
8/18/2010 Thursday 450 200 180
8/19/2010 Friday 450 200
8/20/2010 Saturday 450 200 135
8/21/2010 Sunday 200
8/22/2010 Monday 200
8/23/2010 Tuesday 450 200
8/24/2010 Wednesday 450 200
8/25/2010 Thursday 450 200 166
8/26/2010 Friday 450 200
8/27/2010 Saturday 450 200
8/28/2010 Sunday 200 50
8/29/2010 Monday 200 100
8/30/2010 Tuesday 450 200
8/31/2010 Wednesday 450 200
9/13/2010 Tuesday 450 200
9/14/2010 Wednesday 450 200 3671160 11320 1617 1096
9/15/2010 Thursday 450 200
9/16/2010 Friday 450 200
9/17/2010 Saturday 450 200 165
9/18/2010 Sunday 200 125
9/19/2010 Monday 200
9/20/2010 Tuesday 450 200 3677550 6390 1065 565
9/21/2010 Wednesday 450 200
9/22/2010 Thursday 450 200
9/23/2010 Friday 450 200
9/24/2010 Saturday 450 200 55
9/25/2010 Sunday 200 125
9/26/2010 Monday 200 3500
9/27/2010 Tuesday 450 200
9/28/2010 Wednesday 450 200
9/29/2010 Thursday 450 200 20
9/30/2010 Friday 450 200 55
10/1/2010 Saturday 450 200 3693730 16180 1471 903
10/2/2010 Sunday 200
10/3/2010 Monday 200
10/4/2010 Tuesday 450 200
10/5/2010 Wednesday 450 200
10/6/2010 Thursday 450 200
10/7/2010 Friday 450 200 109 3701890 8160 1360 860
10/8/2010 Saturday 450 200
10/9/2010 Sunday 200 1500
10/10/2010 Monday 200
10/11/2010 Tuesday 450 200
10/12/2010 Wednesday 450 200 3712610 10720 2144 1674
10/13/2010 Thursday 450 200 13
10/14/2010 Friday 450 200
10/15/2010 Saturday 450 200 250
10/16/2010 Sunday 200
10/17/2010 Monday 200
10/18/2010 Tuesday 450 200
10/19/2010 Wednesday 450 200 34
10/20/2010 Thursday 450 200
10/21/2010 Friday 450 200
10/22/2010 Saturday 450 200
10/23/2010 Sunday 200
10/24/2010 Monday 200
10/25/2010 Tuesday 450 200
10/26/2010 Wednesday 450 200 11525 11491 1642 1120
10/27/2010 Thursday 450 200
10/28/2010 Friday 450 200
10/29/2010 Saturday 450 200
10/30/2010 Sunday 200
10/31/2010 Monday 200
11/1/2010 Tuesday 450 200
11/2/2010 Wednesday 450 200
11/3/2010 Thursday 450 200 23891 12366 1546 1008
11/4/2010 Friday 450 200 110
11/5/2010 Saturday 450 200
11/18/2010 Friday 450 200
11/19/2010 Saturday 450 200
11/20/2010 Sunday 200
11/21/2010 Monday 200
11/22/2010 Tuesday 450 200 49925 13429 1918 1397
11/23/2010 Wednesday 450 200
11/24/2010 Thursday 450 200 65
11/25/2010 Friday 450 200
11/26/2010 Saturday 450 200 7
11/27/2010 Sunday 200 66
11/28/2010 Monday 200
11/29/2010 Tuesday 450 200 23 64266 14341 2049 1527
11/30/2010 Wednesday 450 200
12/1/2010 Thursday 450 200 34
12/2/2010 Friday 450 200 62
12/3/2010 Saturday 450 200
12/4/2010 Sunday 200 33
12/5/2010 Monday 200
12/6/2010 Tuesday 450 200 27 77389 13123 1875 1353
12/7/2010 Wednesday 450 200
12/8/2010 Thursday 450 200 19
12/9/2010 Friday 450 200
12/10/2010 Saturday 450 200
12/11/2010 Sunday 200
12/12/2010 Monday 200 100
12/13/2010 Tuesday 450 200 84994 7605 1086 565
12/14/2010 Wednesday 450 200 51
12/15/2010 Thursday 450 200
12/16/2010 Friday 450 200
12/17/2010 Saturday 450 200 41
12/18/2010 Sunday 200 60
12/19/2010 Monday 200
12/20/2010 Tuesday 450 200
12/21/2010 Wednesday 450 200 56
12/22/2010 Thursday 450 200 134
12/23/2010 Friday 450 200 87
12/24/2010 Saturday 450 200 110
12/25/2010 Sunday 200
12/26/2010 Monday 200
12/27/2010 Tuesday 450 200 118
12/28/2010 Wednesday 450 200 110 108076 23082 1539 1009
12/29/2010 Thursday 450 200 129
12/30/2010 Friday 450 200 115
12/31/2010 Saturday 450 200 103
1/1/2011 Sunday 200
1/2/2011 Monday 200
1/3/2011 Tuesday 450 200 50 117613 9537 1590 1090
1/4/2011 Wednesday 450 200
1/5/2011 Thursday 450 200 44
1/6/2011 Friday 450 200
1/7/2011 Saturday 450 200 49
1/8/2011 Sunday 200 4
1/9/2011 Monday 200
1/10/2011 Tuesday 450 200 31
1/23/2011 Monday 200
1/24/2011 Tuesday 450 200 34
1/25/2011 Wednesday 450 200 156840 9251 1322 800
1/26/2011 Thursday 450 200
1/27/2011 Friday 450 200
1/28/2011 Saturday 450 200 23
1/29/2011 Sunday 200 23
1/30/2011 Monday 200
1/31/2011 Tuesday 450 200 164074 7234 1206 706
2/1/2011 Wednesday 450 200
2/2/2011 Thursday 450 200
2/3/2011 Friday 450 200 21
2/4/2011 Saturday 450 200 14
2/5/2011 Sunday 200
2/6/2011 Monday 200 4
2/7/2011 Tuesday 450 200
2/8/2011 Wednesday 450 200
2/9/2011 Thursday 450 200
2/10/2011 Friday 450 200 178076 14002 1400 840
2/11/2011 Saturday 450 200 41
2/12/2011 Sunday 200 68
2/13/2011 Monday 200
2/14/2011 Tuesday 450 200 45 185029 6953 1738 1313
2/15/2011 Wednesday 450 200
2/16/2011 Thursday 450 200 31
2/17/2011 Friday 450 200
2/18/2011 Saturday 450 200 52
2/19/2011 Sunday 200 65
2/20/2011 Monday 200
2/21/2011 Tuesday 450 200 79
2/22/2011 Wednesday 450 200 196902 11873 1484 947
2/23/2011 Thursday 450 200 23
2/24/2011 Friday 450 200 80
2/25/2011 Saturday 450 200 52
2/26/2011 Sunday 200
2/27/2011 Monday 200
2/28/2011 Tuesday 450 200 30 206587 9685 1614 1114
3/1/2011 Wednesday 450 200
3/2/2011 Thursday 450 200 36
3/3/2011 Friday 450 200
3/4/2011 Saturday 450 200
3/5/2011 Sunday 200
3/6/2011 Monday 200
3/7/2011 Tuesday 450 200 63 216843 10256 1465 944
3/8/2011 Wednesday 450 200
3/9/2011 Thursday 450 200 99
3/10/2011 Friday 450 200
3/11/2011 Saturday 450 200 18
3/12/2011 Sunday 200
3/13/2011 Monday 200
3/14/2011 Tuesday 450 200 52 229902 13059 1866 1344
3/15/2011 Wednesday 450 200
3/16/2011 Thursday 450 200 120
Avg Water Use Avg Sewer Use
Totals 1449 934
4 EAGLE RANCH
PRESSURE DOSING LEACH FIELD
CALCULATIONS
“SQUIRT SOFTWARE”
Lateral ScheduleProject: Job No.: Engineer: Date: Orifice Dia (in) Orifice Spacing (ft) A Diameter (in) B Diameter (in) A Length (ft) B Length (ft) Elevation Orifice plate dia (in)Lateral 1Lateral 2Lateral 3Lateral 4.125.125.125.1254.54.54.54.522221.51.51.51.5167167167167000046464646Squirt
Pressurized Drainfield Report
Project:
Job No.:
Engineer:
Location:
Date:
Number of laterals: 4
Lateral specifications: See Lateral Schedule
Forcemain length: 133 ft.
Forcemain diameter: 3 in.
Pump discharge pipe length: 5 ft.
Pump discharge pipe diameter: 3 in.
Manifold Data
Dia. (in) Len (ft)
Segment 1 3 10.26
Segment 2 3 10.26
Segment 3 3 10.26
Segment 4 3 0.1
Pump(s) Specified
HYDROMATIC SKV50H
Squirt®
C:\Land Projects 2007\Heelan - 4 Eagle Ranch\Squit-Calculations.sqrSqu84.12 gpm12.75 ft668 ft.Total Lateral Length Flow Differential Across System 4.62 %Headloss in Forcemain: 3.53 ftVelocity in Forcemain: 3.82 ft/secVelocity in Discharge: 3.82 ft/secHeadloss in Discharge: .65 ftManifold volume: 11.3 gal.Forcemain Volume: 48.8 gal.Dose volume is 605 gal at 5 times lateral volume
System/Pump Performance CurvesLegendSystem CurveHYDROMATIC SKV50HTotal Dynamic Head (ft)Flow Rate (gal/min)-20246810121416182022020406080100120140160180C:\Land Projects 2007\Heelan - 4 Eagle Ranch\Squit-Calculations.sqrSquTDH (ft)Flow (gal/min)Residual Pressure (f )ModelManufacturer
4 EAGLE RANCH
CONSTRUCTION MAPS, DETAILS
AND NOTES
4 EAGLE RANCH
SEPTIC SYSTEM PRODUCTS
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SALE $210.00
Quantity: 1
RRiivveerrbbeedd BBrroowwnn PPiiccttuurreedd
Available In Riverbed and Fieldstone
DIMENSIONS:
Rock: Length: 30", Width: 23", Height: 18"
Platform: Length: 22", Width: 17.5", Height: 5"
Click Here for Usable Interior Dimensions
BUY FROM EXPERTS WITH OVER 20 YEARS OF EXPERIENCE IN THE WASTEWATER INDUSTRY
REPLICATED ROCK ENCLOSURE
MODEL 106 WITH 2 VENTS
CCoovveerrss SSmmaallll AAiirr PPuummppssssuucchh aass tthhee HHiibbllooww HHPP--4400
This rock is designed to cover smaller pumps. It works great to
cover small air pumps while also providing proper ventilation
for the pump. This rock can hide ugly parts of your septic
system and make your yard look more natural. Comes
complete with yard stakes. Available in Riverbed. Length: 19",
Width: 14", Height: 12"
FREE SHIPPING
Item#106-RB-2V
SALE $75.00
Quantity: 1
Click To View Larger Image
COLOR: RIVERBED BROWN
Length: 19", Width: 14", Height: 12"
Click Here for Usable Interior Dimensions
HIDE YOUR SEPTIC AIR PUMP IN LANDSCAPING WITH ONE OF OUR ROCK COVERS!
REPLICATED ROCK ENCLOSURE
MODEL 106 WITH 2 VENTS
CCoovveerrss SSmmaallll AAiirr PPuummppssssuucchh aass tthhee HHiibbllooww HHPP--4400
This rock is designed to cover smaller pumps. It works great to
cover small air pumps while also providing proper ventilation
for the pump. This rock can hide ugly parts of your septic
system and make your yard look more natural. Comes
complete with yard stakes. Available in Riverbed. Length: 19",
Width: 14", Height: 12"
FREE SHIPPING
Item#106-FS-2V
SALE $75.00
Quantity: 1
Click To View Larger Image
COLOR: FIELDSTONE GRAY
Length: 19", Width: 14", Height: 12"
Click Here for Usable Interior Dimensions
CALL US AT 1-877-925-5132 WITH ANY QUESTIONS. WE WOULD BE HAPPY TO HELP!
RETROFIT UNIVERSAL ADAPTER
This universal adapter allows for the rock to be attached to
almost any existing platform. If you already have a platform
and would like to attach one of our rocks to it, you will need this
adapter as shown in the combo picture above.
TThhiiss IItteemm OOnnllyy WWoorrkkss WWiitthh tthhee RReepplliiccaatteedd
RRoocckkss MMooddeell 110099 SSoolldd BByy SSeeppttiicc SSoolluuttiioonnss
Item #RETROFIT
Septic Air Pump Housings, Artificial Rock Covers, Fake Rock A... http://www.septicsolutions.com/SepticTankCovers/AirPumpHo...
3 of 4 7/12/11 1:51 PM
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Norwesco 2500 Gallon Below Ground Holding Tank
The 2500 is the largest capacity below ground storage tank made today. Typically
used to store water –both potable and non-potable– it can also be used as a large
capacity septic tank. The end ribs will accept fittings up to 4" in size. Integral
columns in the tank give it excellent structural strength.
Part Number: TN2500WT
Capacity: 2500 Gallons
Size: 158"L x 98"W x 53"H
Weight: 930 lbs.
Ships From: MN, CA
View Technical Drawing | Get Freight Quote
Online Price: $2,970.99
Any questions or comments please mail to info@tank-depot.com
Plastic Chemical Storage Tanks | Plastic Water Tanks | Plastic Open Top Tanks | Plastic Auto Detail Tanks
RV Water & RV Holding Tanks | Plastic Fittings & Accessories | Material Handling | Norwesco Water Tanks
Norwesco Septic Tanks | Agricultural Tanks & Feeders | Tote-A-Lube Stackable Tanks | Plastic Transport Tanks
Marine Water & Holding Tanks | Plastic Portable Fuel Tanks | Water Troughs | Landscaping
Double Wall Tanks / Dual Containment Tanks & Containers | Norwesco Storage Tanks
links
Norwesco 2500 Gallon Below Ground Holding Tank (TN2500WT)http://www.tank-depot.com/productdetails.aspx?part=TN2500WT
1 of 2 7/12/11 2:35 PM
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Norwesco 2500 Gallon Below Ground Holding Tank (TN2500WT)http://www.tank-depot.com/productdetails.aspx?part=TN2500WT
2 of 2 7/12/11 2:35 PM
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Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970) 328-8730
Fax: (970) 328-7185
Permit
Permit No. OWTS-021165-2021
Permit Type: OWTS Permit
Work Classification: New
Permit Status: Active
Issue Date: 4/20/2021 Expires: 8/18/2021
On-Site Wastewater
Treatement System
Project Address Parcel Number
4098 HWY 131, WOLCOTT AREA,185534400001
Owner Information Address
4 Eagle Ranch LLC Phone: (970) 376-1400
Cell: (970) 926-5757
Email: mikevbarry@gmail.com
Inspections:
For Inspections Call: (970) 328-8755
and call the Design Engineer
Engineer Phone Email
Roaring Fork Engineering, Adam Racette (970) 340-4130 adamr@rfeng.biz
Contractor License Number Phone Email
Blue Monster Service bluemonsterservice@gmai
l.com
(970) 390-1898
Permitted Construction / Details:
Install the OWTS exactly as depicted in the Roaring Fork Engineering design, stamp signed, and dated April 15, 2021
by Adam M. Racette, PE. The system is designed to collect wastewater from a seasonal camp operating only May to
September generated by the maximum daily flows estimated in the attached design.
The design consists of two separately serviced areas. The lower zone two connects the sewer line from six luxury
tents (each with a water closet, lavatory sink, and shower) and the dining tent (with hand sink and bathroom) to a
1500 gallon two-compartment poly Infiltrator septic tank. The Upper Zone is connects sewer line from four
communal full service bathrooms (each serving four camp tents) and a staff bathroom to one 1500 gallon
two-compartment poly Infiltrator septic tank followed by a 500 gallon poly Infiltrator septic tank. Both systems must
be equipped with both visual and audible high water alarm. Maintain all setbacks and approximate elevations as
shown on the design drawing. Clean-outs must be installed as per design drawing and with tracer wire as shown.
Please note as part of the special use permit process and temporary use approval, a contract with a licensed Eagle
County OWTS cleaner must be maintained yearly along with pumping records made available to Eagle County Staff
upon request.
Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior
to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections
necessary to certify the installation and assure the functionality of the system. System certification, along with
photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health
prior to the use of the system.
THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF
ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
Issued by: Environmental Health Department, Eagle County, CO
Claire Lewandowski
Date
April 20, 2021
CONDITIONS
1.
2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED
3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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
4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS,
ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED
Tuesday, April 20, 2021 1
Inspection Result
Eagle County, Colorado
P.O. Box 179 500 Broadway Eagle, CO
Phone: (970) 328-8730 Fax: (970) 328-7185
IVR Phone: 1-866-701-3307
Inspection Number: INSP-507334-2021 Permit Number: OWTS-021165-2021
Inspection Date: 05/19/2021
Inspector: Lewandowski, Claire
Permit Type: OWTS Permit
Inspection Type: OWTS Final Inspection
Work Classification: NewOwner:4 Eagle Ranch LLC
Job Address:4098 HWY 131 IVR Pin Number:192844
WOLCOTT AREA, CO Project:<NONE>
Parcel Number:185534400001
Contractor:Phone: (970) 390-1898 / Cell: (970) 390-1898Blue Monster Service
Inspection Status: Approved
Inspection Notes
The above-referenced permit has been inspected and finalized.
The Onsite Wastewater Treatment System (OWTS) was designed and installed to serve the seasonal and temporary tent
structures at 4Eagle Ranch Collective Retreats. Any change or increase in use will require evaluation of the OWTS capacity
and design, and may require the installation of a soil treatment area. The OWTS is vaulted, requiring regular pumping,
cleaning, and accessory maintenance. Eagle COunty Special Use Permit requires that a contract with a licensed OWTS
cleaner is obtained and maintained yearly, prior to beginning operations. Contract and pumping records must be maintained
for three years and made available upon request.
Additional information about the maintenance of your septic system needs can be accessed through our website links,
provided on the Environmental Health Department’s septic system resource page. If you have any questions regarding this
information, please contact us at (970) 328-8755 and reference the OWTS septic permit number.
Inspector Comments
Added Item: Septic Tank
Passed.
Added Item: Record Drawing
Passed. Provided by Roaring Fork Engineering.
Added Item: Record Photos
Passed.
Added Item: Final Certification Letter
Provided by Roaring Fork Engineering, dated May 18, 2021.
Added Item: General Plan
Passed.
Added Item: Identification of Systems Contractor
Wednesday, May 19, 2021
For more information visit: http://www.eaglecounty.us
Page 1 of 2
Eagle County licensed OWTS contractor, Blue Monster.
Wednesday, May 19, 2021
For more information visit: http://www.eaglecounty.us
Page 2 of 2
Septic Vault System Certification
To: Claire Lewandowski – Eagle County,
From: Maggie McHugh, PE
Re: Vail Collective Retreats Vault System Certification
Date: May 18, 2021
The Vault System for the Vail Collective Retreats was constructed and installed in May of 2021. Roaring
Fork Engineering observed the system during installation and at the completion on May 18, 2021. The
system appears to be constructed in accordance with the engineered design that was submitted to and
approved by the Eagle County Environmental Health department.
Two separate tank systems were installed on‐site. At the lower zone a 1500‐gallon 2 compartment
Valley Precast tank was installed by Blue Monster Service a licensed contractor in the County. In the
upper
Figure 1 – Lower Zone Concrete Septic Tank
zone two plastic Infiltrator Water Technology tanks were installed. Plastic tanks were chosen due to
weight limitations of a bridge required to access the site. The first tank is a 1530‐gallon 2 compartment
tank (Item# IM‐1530‐2CP) and the second tank is a 500‐gallon single compartment tank (Item# IM‐540‐
1CP).
Figure 2 – Upper Zone Plastic Tanks 1500 gal and 500 gal
Both vaults are equipped with battery operated level alarms, set to 80% tank capacity. The alarms have
both audio and visual components.
Please call with any questions: 970‐340‐4130 ext. 712
Sincerely,
Maggie McHugh, PE
ROARING FORK ENGINEERING592 HIGHWAY 133CARBONDALE COLORADO, 81623PH: (970)340-4130 F:(866)876-5873CHECKED BY:#DESCRIPTIONDATE DRAWN BYDRAWN BY:JOB #:Of 11C1COLLECTIVE VAIL RETREATWOLCOTT, CO-PERMITMKMAMR- - ##.##.## ---4.15.21
ROARING FORK ENGINEERING
592 HIGHWAY 133
CARBONDALE COLORADO, 81623
PH: (970)340-4130 F:(866)876-5873CHECKED BY:#DESCRIPTION DATE DRAWN BY DRAWN BY:JOB #:Of 11C1COLLECTIVE VAIL RETREAT
WOLCOTT, CO -RECORDMKMAMR1 PERMIT APPLICATION 4.20.21 MKM
2 RECORD 5.18.215.18.21
Area Parameter Total Number Description Flow Per Unit (gpd) Data CitationWater Demand (gpd)NotesLower Camper Area 1Summit Tents (campers) 6 person(s) 30 Table 3-5, M&E 2014 180 Typical flow for Cabin Resort, private bathroom.180Lodge (Breakfast and Dinner only. Food is not prepared on-site only warmed up other than hand wash station)Washbasin (handwashing use campers and staff) 62 person(s) 2 Table 3-6, M&E 2014 123 Typical washbasin flow. Assumed 75% of the people use the sink twice a day (breakfast and dinner).Bathroom (Staff) 10 person(s) 3 Table 3-3, M&E 2014 30 Flow for Public Lavatory. Assume all staff use the restroom twice a day at lodge.Bathroom (Upper Zone Campers) 24 person(s) 3 Table 3-3, M&E 2014 72 Flow for Public Lavatory. Assume half upper zone campers use lodge bathroom twice a day (conservative).225Lower Camper Area 2Campers 6 person(s) 30 Table 3-5, M&E 2014 180 Typical flow for Cabin Resort, private bathroom.180Total Daily Wastewater Flowrates for Lower Zone (Lodge and two Summit Tent sites) 58548 hr Min. Lower Tank Size (gals) 1170Upper ZoneCampers 24 person(s) 30 Table 3-5, M&E 2014 720 Camp with centralized bathroom. Assumed 30 gals per person.Overnight Staff 1 person(s) 30 Table 3-5, M&E 2014 60 Typical flow for Cabin Resort, private bathroom.Day Staff 2 person(s) 3 Table 3-3, M&E 2014 12 Flow for public lavatory. Assume staff use upper bathroom once a day.79248 hr Min. Upper Tank Size (gals) 1584Total Flowrate For Camping Area 1Total Daily Wastewater Flowrates For LodgeTotal Daily Wastewater Flowrates For Upper ZoneTotal Flowrate For Camping Area 1COLLECTIVE VAIL RETREAT WASTEWATER FLOWRATES ESTIMATES