HomeMy WebLinkAbout4959 Frying Pan Rd - 246702401001INDIVIDUAL 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. 1287
Please call for final inspection before covering any portion of installed system.
OWNER: Phil Sterker PHONE: 927-3571
MAILINGADDRESS: 4959 Frying Pan Rd. city: Basalt state: CD Zip: 81621
APPLICANT: SAA PHONE: 927-3101
SYSTEM LOCATION: 4959 Frying Pan Rd. TAX PARCEL NUMBER:
LICENSED INSTALLER: LICENSE NO:
DESIGN ENGINEER OF SYSTEM:
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS:
ENVIRONMENTAL HEALTH APPROVAL: DATE:
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.
INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET.
INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY YES NO
COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS:
ENVIRONMENTAL HEALTH APPROVAL: DATE:
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT / AGENT:
OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK #
RECEIVED
ISDS Permit #_0
Building Permit #
ACT CATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
EAGLE COUNTY P.O. BOX 179
COMMUNITY DEVELOPMENT EAGLE, CO 81631
328-8755/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.0
PROPERTY OWNER:
MAILING ADDRESS:. �` l�n /_
PHONE • `gym 1 A /
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TP _,:T,aICAi."i' /C.`''.NTACT PERSON: .30.3 -- �2%-• �f0/
LICENSED SYSTEMS CONTRACTOR. -
ADDRESS: PHONE:
PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (Aj---9L_TERATION ( ) REPAI.
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:
Parcel Number: Lot size: �2-Re-,L~
Physical Address:
�•rP�-�
BUILDING TYPE: (Check applicable category)
{ ) .Residential / Single Family Number of Bedrooms
( ) Residential / Multi -Family* Number of Bedrooms
( ) Commercial / Industrial* Type
TYPE OF WATER SUPPLY: Well Spring ( ) Surface ( )
Public ( ) Name of Supplier:
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
SIGNATURE: _ DATE: �D/�/
AMOUNT PAID : ,Also ov RECEIPT# //d 3 3 DATE: ld 12N3
CHECK # % CASHIER:_ -
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DATE:Mav 16. 1995
Phil Sterker/Glen Davis
7 Castle Development Co.
4959 Frying Pan Road
Basalt, CO 81621
Dear I.S.D.S. Applicant:
Your application for an Individual Sewage Disposal System
(ISDS) Permit has been received: Your ISDS Permit is #1287-93 .
Issuance of your permit is on hold until the following
materials or fee(s) are submitted.
Payment of $150.00 Application Fee
Payment of $200.00 Percolation Test Fee
Site Plan
X Licensed System Contractor (See attached list)
X Engineer Design/Soil Percolation Test
Other:A physical address for the site.
Please keep in mind that an incomplete ISDS permit
application will result in delaying issuance of any corresponding
building permits.
If you have any questions please contact us at 328-8755.
When calling or submitting information please reference your ISDS
application #1287-93.
Please submit information to:
Eagle County
Environmental Health Division
P.O. Box 179
500 Broadway
Eagle, CO 81631
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 325-8730
EAGLE COUNTY, COLORADO
Date:October 19, 1993
7 Castles Development Co
Phil Sterker
4959 Frying Pan Rd.
Basalt, CO 81621
Dear I.S.D.S. Applicant:
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO S 1631
FAX (303) 32S•7207
Your application for an Individual Sewage Disposal System
(ISDS) Permit for 4959 Frying Pan Rd., Basalt, CO
has been received.
Issuance of your permit is on hold until the following
materials or fee(s) are submitted.
Payment of $150.00 Application Fee
Payment of $200.00 Percolation Test Fee
X Site Plan
X Licensed System Contractor (See attached list)
X Engineer Design
X Other:tax parcel number, legal description, number of
bedrooms, & building.type
If you have any questions please call, 328-8755. When
calling or submitting information please reference your ISDS
application #1287-93.
Please submit information to:.
Eagle County
Environmental Health Division
P.O. Box 179
Eagle, CO 81631
(303) 945-1004
FAX (303) 945-5948
March 24, 1994
ENGINEERS
SG
SURVEYORS
M
SCHMUESER
GORDON MEYER
118 West 6th, Suite 200
Glenwood Springs, CO 81601
Mr. Ray Merry MAR 2 5 1994
Eagle County Environmental Health
P.O. Box 179 C
Eagle, Co. 81631
COMMUNITY
RE: Sterker Site Application (Seven Castles Resort Eagle County, Colorado)
Dear Ray:
Please find attached the original application for the Site Application being requested
through the Colorado Department of Health for the Seven Castles Resort. I refer you
to pages 1 and 2 of the engineering report attachment to the Application to
refamiliarize the Eagle County Environmental Health Department of the on -going
problems associated with the Seven Castles Resort Individual Sewage Disposal
System. The purpose of your receiving the original with this Site Application is to
provide the necessary signatures on page 3 of the Application. We are hoping that
you can help us with the signatures of the Board of County Commissioners, the local
Health Authority and the City/Planning Authority.
If you have any questions regarding this application, please don't hesitate to call.
We would appreciate you obtaining these signatures and returning the original
application back to Schmueser Gordon Meyer in the self addressed, self stamped
envelope.
Sincerely,
SCHMUESER GORDON MEYER,
imonson
JSS/ja93212
(.F� . t�6. ,/ems �q✓�
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COLORADO DEPARTMENT OF HEALT:.
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: Seven Castles Resort
ADDRESS: 4959 Fr ing Pan Road, Basalt, Co. 81621 PHONE:
Consulting Engineer's Name and Address: Schmueser Gordon Meyer Inc
118 West 6th Street, Suite 200, Glenwood Springs, Co. 81601pHONE:(303) 945-1004
A. Summary of information regarding new sewage treatment Dlant:
1. Proposed Location: (Legal Description) SE _1/4, SE 1/4, Section 2
Township AS , Range 86W ,
Eagle County.
2. Type and capacity of treatment facility proposed: Processes Used Non -discharging
Individual Sewage Disposal System w/septic tank
Hydraulic 1350 (eak) Organic 1.744
gal/day lbs. BOD 5 ay
Present PE 8.72 Design PE 8.72 % 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 Non -discharging
Subsurface disposal Throu h -
P ea � Field 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: BOD5 mg/1 SS mg/1 Fecal Colifo.rm /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?
Zoning with a 1-mile radius of site?
7. What is the distance downstream from the discharge to the nearest domestic water
supply intake? Non -discharging Town of Basalt ± 5 miles
ame o upp y
(Address of Supply)
What is the distance downstream from the discharge to the nearest other point of
diversion? N/A
Name of User)
(Address of User
-1-
WQCD-3 (Revised 8-83)
C
8. Who has the respor Sility for operating the propo facility?
Phil Sterker, Seven Castles Resort
9. Who owns the land upon which the facility will be constructed?
Phil Sterker, Se[ven Castles Resort
(Please attach copies of the document creating authority in the applicant to
construct the proposed facility at this site.)
10. Estimated project cost: $5,000
Who is financially responsible for the construction and operation of the facility?_
Phil Sterker, Seven Castles Resort
11. Names and addresses of all water and/or sanitation districts within 5 miles
downstream of proposed wastewater treatment facility site.
Town of Basalt, 101 Midland, Basalt, Co. 81621
Basalt Sanitation District, 101 Midland, Basalt, Co. 81621
(Attach a separate sheet of paper if necessary.
12. Is the facility in a 100 year flood plain or other natural hazard area? No
If so, what precautions are being taken? N/A
Has the flood plain been designated by the Colorado Water Conservation Board,
Department of Natural Resources or other Agency? F.E.M.A.
(Agency Name)
If so, what is that designation? See attached flood plain mapping
13. Please include all additional factors that might help the Water Quality Control
Division make an informed decision on your application for site approval.
The Individual Sewage Disposal System is an existing system. Verification of design
setbacks and performance will be made along with proposed modification to the
system and appurtenances, if necessary. All work will be verified around
criterial outlined in CDOH correspondence to Mr. Sterker on Taniinry 14. 1994
Information regarding lift stations:
1. The proposed lift station when fully developed will generate the following additiona:
load: Peak Hydraulic (MGD) P.E. to be served
2. Is the site located in a 100 year flood plain?
If yes, on a separate sheet of paper describe the protective measures to be taken.
3. Describe emergency system in case of station and/or power failure.
4. Name and address of facility providing treatment:
5. The proposed lift station when fully developed will increase the loading of the
treatment plant to X of hydraulic and X of organic capacity and
agrees to treat this wastewater? Yes No
(TreatmentAgency)
Date Signature and Title
-2-
WQCD-3 (Revised 8-83)
If'the fracility will be cated on or adjacent to a site Lat is owned or managed by a
Federal or State agency, send the agency a copy of this application.
ItRecommendation 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 Ovate:
quality? If you have any further comments or questions, please call 320-8333, Extension
5272.
Recommend Recommend No
Date Annroval Disagproval Comment signature of Reoresentative
Management Agency
Local Government: Cities or Towns
site is inside boundary or within three
miles) and Sanitation Districts.
Board of County Commissioners
Local Health ut or ty
City/County ann ng Authority
Council of Governments/RegionalPlanning
State Geologist
r lift stations, the signature of the State Geologist is not required. Applications for
atment plants require all signatures.)
ertify that I am familiar with the requirements of the "Regulations for Site Applications
Domestic Wastewater Treatment Works," and have posted the site in accordance with the
ulations. An engineering report, as described by the regulations, has been prepared and is
losed.
DATE
-3-
WQCD-3 (Revised 8-83)
Jeffery S. Simonson
for Phil Sterker
TYPED NAME
ATTACHMENT TO SITE APPLICATI...
accordance with C.R.S. 1981, 25-8-702 (2)(a), (b), and (c), and the "Regulations for Site
lications for Domestic Wastewater Treatment Works'•, the Water Quality Control Division must
ermine that -each site location is consistent with the longrange, comprehensive planning for
area in which it is to be located, that the plant on the proposed site will be managed to
imize the potential adverse impacts on water quality, and must encourage the consolidation
wastewater treatment works whenever feasible.
making this determination, the Division requires each applicant for a site approval for a
estic wastewater treatment works to supply an engineering report describing the project and
wing the applicant's capabilities to manage and operate the faility over the life of the
jectto determine the potential adverse impacts on water quality. The report shall be
sidered the culmination of the planning process and as a minimum shall address the
lowing:
Service area definition including existing population and population projections,
flow/loading projections, and relationship to other water and wastewater treatment plants
in the area.
Proposed effluent limitations as developed in coordination with the Planning and Standards
Section of the Division. (Allow minimum four weeks processing time.)
Analysis of existing facilities including performance of those facilities.
Analysis of treatment alternatives considered.
Flood plain and natural hazard analysis.
Detailed description of selected alternatives including legal description of the site,
treatment system description, design capacities, and operational staffing needs.
Legal arrangements showing control of site for the project life.
Institutional arrangements such as contract and/or covenant terms for all users which will
be finalized to accomplished acceptable waste treatment.
Management capabilities for controlling the wastewater throughout and treatment within the
capacity limitations of the proposed treatment works, i.e., user contracts, operating
agreements, pretreatment requirements.
Financial system which has been developed to provide for necessary capital and continued
operation, maintenance, and replacement through the life of the project. This would
include, for example, anticipated fee structure.
Implementation plan and schedule including estimated construction time and estimated
start-up date.
ending on the proposed project, some of the above items may not be applicable to address.
such cases, simply indicate on the application form the non applicability of those.
-4-
WQCD-3 (Revised 8-83)
ENGINEERING REPORT ATTACHMENT TO APPLICATION
FOR SITE APPROVAL FOR CONSTRUCTION AND/OR EXPANSION
OF DOMESTIC WASTEWATER TREATMENT WORKS
1. Service Area
The service area for the proposed wastewater treatment facility (ISDS) will consist of an existing
multi -family complex located along the north side of the Frying Pan River approximately five
miles upstream of the Town of Basalt. The physical mailing address for the proposed facility
is 4959 Frying Pan Road, Basalt, Colorado. The facility will be owned and operated by Mr.
Phil Sterker, owner of the Frying Pan Resort, whose home address is HC 30, Box 104, Concho,
Arizona, 85824.
The multi -family complex was originally constructed in the early 1970's and was serviced by
an ISDS (the existing system). The facility originally served ten rental units of which eight were
two bedroom units, two one -bedroom units and, additionally, the system serviced one three -
bedroom manager's unit. In referencing the attached copy of correspondence between the
Colorado Department of Health (Mr. Dwain Watson, January 14, 1994) and Mr. Sterker, the
facility is now being operated from a restricted use standpoint. In referencing the attached copy
of that correspondence, the immediate problem (in December, 1993) has been centered around
the distance to the drinking water well on the adjacent property.
To bring the system immediately into compliance with State regulations, the correspondence
between Mr. Dwain Watson and Mr. Sterker was developed. Since December, 1993, Mr.
Sterker has conducted the following measures to facilitate immediate compliance with the CDOH
regulations:
1. Restrict population of the apartment building to the present 16 persons (population
of the building is now at 15 persons).
2. Installed flow restriction devices on showers and faucets and has installed low -
flush water closets.
3. Conducting measuring and monitoring of actual water usage at the well head.
4. Mr. Sterker is now in the process of implementing the design/verification and
possible reconstruction program to ensure future compliance with the CDOH
regulations.
Through the preparation of this Site Application, the design/verification process has now been
initiated. Pending favorable weather conditions, percolation and soils testing will be conducted
to further facilitate the design/verification process. The overall goal with scheduling would have
this submittal of the Site Application prepared by March 15, 1994, design/verification and
required plans for necessary expansions and/or relocation of the facility prepared and submitted
to the CDOH by April 15, 1994, and, finally, construction (if required) of needed facilities
completed by June 30, 1994. The final completion of the project by June 30, 1994, is adjustable
depending upon delays that may be encountered during the approval process. The following
calculation identifies the calculation in determining the total design flow for the multi -family
complex:
1. Population of complex: 16 persons
2. Average daily flow: (16 persons)(75 gpcd) = 1200 gpd
3. Design (peak) daily flow: 1200 gpd (1.50) = 1800 gpd
4. Apply flow reduction of 25%: 1800 gpd (0.25) = 450 gpd
1800 - 450 = 1350 gpd
5. Final design peak daily flow = 1350 gpd
2. Proposed Effluent Limitations
The design/verification and modification process of this project will assure that the ISDS will,
from a final design and construction standpoint, be a non -discharging ISDS constructed to the
standards of CDOH and of Eagle County.
3. Analysis of Existing Facilities
The nearest existing WWTF is known to be the Basalt Sanitation District located approximately
one-half mile below the Town of Basalt. We have estimated the distance of the Town of Basalt
to be approximately five miles towards the west (downstream) of the Seven Castle Resort.
Because of the extreme distance to the Town of Basalt from this facility, it has been determined
that the most feasible alternative is to construct or assure the existence of a complying on -site
ISDS. Because the system will be a non -discharging system, it will not affect the waters of the
State of Colorado.
4. Analysis of Treatment Alternatives
Because soil information for this site has not been compiled to date, and because the existing
system serving the facility has proven to be a non -problematic system, it is proposed that any
required expansions or relocation of the ISDS would continue to be provided on site. Population
restrictions for the apartment building coincident with physical modifications to the building
and/or system are among the alternatives to assure that setback requirements are met and that
proper treatment of the effluent in the ISDS can be obtained according to State regulations.
5. Floodplain and Natural Hazard Analysis
We have attached a xerox copy of the floodway (flood boundary and floodway map) of Eagle
County, Colorado, Panel 416 of 500, which identifies the floodplain location as .it relates to the
■
Seven Castles Resort. The ISDS is currently located, and will remain located, out of the
floodplain of the Frying Pan River as well as any of the other areas that would serve as potential
expansion and/or relocation sites of the ISDS.
6. Detailed Description of Selected Alternatives
Until final soil information has been gathered for the site and a final design/verification has been
prepared, the provision of a detailed description of selected alternatives cannot be provided at
this point in time. However, the existing system serving the apartment complex is located to
the southwest of the existing building by approximately 50 feet. Setback requirements from an
existing single-family residence well is in question and, thus, is one of the primary factors
initiating the Site Application and the design/verification activities proposed.
7. Legal Arrangements For Control of Site
The ISDS, once constructed and/or modified, will remain under the control of the owner of the
Seven Castles Resort.
8. Institutional Arrangements
There will be no institutional arrangements for the construction and operation of the ISDS. The
ISDS will remain under control of the owner of Seven Castles Resort. Annual operation and
maintenance costs will be reflected in the rents for the apartment complex.
9. Management Capabilities
It is expected that the only maintenance for the system will be to pump the septic tanks on an
appropriate time basis and regularly inspect the area around the ISDS. Since the apartment
complex is under sole ownership and is managed by one of the tenants in the building, and
because no other users will be tied into the system, the management capabilities are kept simple.
10. Financial System
The system, if modifications are required, will be privately financed. Because the system will
be privately owned, there will be no fees charged for separate wastewater treatment services.
11. Implementation Plan
The implementation plan was previously discussed under Item No.1, Service Area.
- end -
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COLORADO DEPARTMENT OF HEALTH
Dedicated to protecting and improving the health and
environment of the people of Colorado
Grand Junction Regional Office
222 S. 6th Street, Rm. 232
Grand Junction, CO 81501-2768
FAX: (303) 248-7198
January 14, 1994
Phil Sterker
HC 30, Box 104
Concho, AZ 85824
Dear Mr. Sterker:
STATE OF COLORADO
RECE! A E®
FEB 7 i994
Roy Romer
fl Governor
kus'd Patricia A. Nolan, MD, MPH
Executive Director
Certified Mail No. P 220 774 302
This letter is to confirm our meeting of December 3, 1993.
The meeting was held to discuss options to bring into compliance
property you own on or near 4959 Frying Pan Road, Basalt, Colorado.,
It is my understanding that you agreed to the following:
The most immediate problem is the distance to the drinking water
well on the adjacent property. You agreed to reduce flow into the
septic system so that the flow, and by calculation, the existing
distance between the well and the edge of the septic system is in
conformance with the horizontal distance table in the State
Guidelines for Individual Sewage Disposal Systems.
In order to accomplish the above you offered to implement the
following measures
1. Restrict the population of the apartment building to the
present 16 persons.
2. Install. flow restriction devices on showers and faucets and
install low flush water closets.
3. Measure, monitor, and report actual water usage either at the
well head or actual wastewater flow into the septic tank to
ensure compliance with the flow restrictions from the
horizontal distance table in the ISDS Guidelines.
4. These conditions would remain in effect until the engineer's
certification of final construction is received in this
office.
If you agree to the above terms, we suggest the following
compliance schedule:
A site application for construction would be filed with this office
by March 15, 1993. Plans and specifications would be submitted by
April 15, 1993. During this period the existing septic tank would
be evaluated by your engineer to determine it's watertight
integrity and hydraulic capacity for the current and/or future
loads. Actual construction would commence upon issuance of a site
application and plans and specifications approval. The project
would be completed with construction finished and an engineer's
certification received in this office by June 30, 1993. The final
completion date would be adjusted if delays in the approval process
delayed the start of construction.
If you agree to these terms please submit a letter within 10 days
of reciept to this office stating that fact. If you wish to
further discuss this Letter of Understanding, please call at your
earliest convenience. You are not bound to accept this agreement.
You are required to rectify the situation at your property in a
timely manner. Failure to perform this repair, either under this
letter of understanding or under other terms, may result in further
legal action. Acceptance of these terms does not relieve you of
compliance with other county, zoning, building, or environmental
health codes.
If you have any uestions, please contact me at 248-7150.
Sprit5erely,.�__
Dwain P. Watson
West Slope District Technician
Water Quality Control Division
R'J
CC: Tania Busch, Eagle Environmental Health Specialist, R.E.H.S.
Permits and Enforcement Section, CDH
EPA, Region VIII
Colorado Attorney General's Office
Tom Bennett, Senior Water Quality Planner
File
1L-10-W ; 11;1L ;Lommunityuevelopment- 9709256724 4 1/ 2
jnmunity Development DepartrneM
(078) 228-8730
Fey: (970) 328-7185
TDD. (870) 325-8797
EAGLE COUNTY, COLORAW
Eagle County Bullring
P.O. Boot 179
500 5mgadway
Eagle, Colorado 81t331-0179
FACSIMILE TRANSMITTAL BULLETIN
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FROM: N • S&A 10 u
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FAX#: (970) 328-7185
PAGES TO BE TRANSMITTED, INCLUDING THIS
COVER PAGE.
TYPE OF DOCUMENT:
PRIORITY:
✓.DELIVER IMMEDIATELY
ADDRESSEE WILL PICK UP
NOTIFY ADDRESSEE
ORIGINAL TO BE MAILED (DATE)
ADDITIONAL INSTRUCTIONS OR COMMENTS:
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NATIONAL FLOOD INSURANCE PROGRAM
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FLOODVYAY
- FLOOD BOUNDARY AND
FLOODWAY MAP
EAGLE COUNTY,
COLORADO
(UNINCORPORATED AREAS)
PANEL 416 OF 500
(SEE MAP INDEX FOR PANELS NO;• PRINTrn
COMMUNITY -PANEL NUMBER I
080051 0416 B
EFFECTIVE DATE:
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pm NOVEMBER 19, 1980
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-1I FEDERAL INSURANCE ADMINISTRATIOf
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9fi2d/-9J - parcel_ if
4959 Frying Pan Rd. STERKER
JOB NAME _ JOB NO.
ina i nreTnni
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
onru act,
of
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 277 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471. Printed in U.S.A.
JOB FOLDER
IA U1 V 11) U AU Z!)h VV AIJL 3 13 l r,lvi
REPAIR AND EMERGENCY USE PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
Telephone: (970) 328-8755
P.O. Box 179 - 500 Broadway, Eagle, CO 81631
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE
REPAIR PERMIT NO. 2678-08 R
OWNER: 7 CASTLES PROPERTIES
PHONE: 970-927-4973
MAILING ADDRESS: PO BOX 1657 BASALT, CO 81621
APPLICANT: WARWICK MOWBRAY
PHONE: SAA
SYSTEM LOCATION: 4959 FRYING PAN ROAD
TAX PARCEL NO. 246702401001
LICENSED INSTALLER: WARWICK MOWBRAY
LICENSE NO. 30-08
PHONE: 970-927-4973
DESIGN ENGINEER: DEAN DEROSIER,
PHONE: 970-925-1920
MCLAUGHLIN WATER ENGINEERS, LTD, 111 P AABC
ASPEN, CO 81611
THE REPAIRS SPECIFIED IN THIS PERMIT MUST BE COMPLETED WITHIN 30 DAYS AND ARE STRICTLY LIMITED TO
THE REPAIRS AS DEPICTED IN THE MCLAUGHLIN WATER ENGINEERS REPORT DATED APRIL 4, 2008. THIS PERMIT
DOES NOT LEGITIMIZE OR AUTHENTICATE THE ENTIRETY OF THIS PRE-EXISTING, NON -CONFORMING SYSTEM.
INSTALLATION GRANTED FOR THE FOLLOWING: REPLACING A COLLAPSED 16 FOOT SECTION OF PIPE BETWEEN TWO
PRE-EXISTING NON -CONFORMING DRY WELLS WITH SCHEDULE 80 PVC; PLACE SANITARY TEES ON THE INLETS AND
OUTLETS OF THE SEPTIC TANKS AND SEAL AROUND THE LIDS TO PREVENT SURFACE MOISTURE FROM ENTERING THE
TANKS.
SPECIAL INSTRUCTIONS: FOLLOW THE ENGINEER'S RECOMMENDATIONS OUTLINED IN THE REPORT
DATED APRIL 4, 2008.
• CALL THE DESIGN ENGINEER FOR CERTIFICATION OF THE REPAIRS
• DUE TO THE DEPTH OF THE TANKS, IT IS THE RESPONSIBILITY OF THE INSTALLER (OWNER) TO
EXERCISE BEST INSTALLATION PRACTICES WHEN ENTERING CONFINED SPACES
ISSUED CONCURRENTLY WITH THIS REPAIR PERMIT IS AN EMERGENCY USE PERMIT TO ALLOW THE
USE OF THE MALFUNCTIONING, PRE-EXISTING, NON -CONFORMING SYSTEM SERVING THIS MULTI-
FAMILY DWELLING. THE EMERGENCY USE PERMIT IS GRANTED FOR 30 DAYS AND MAY BE EXTENDED
FOR GOOD CAUSE SHOWN IN THE EVENT THE REAPIRS CANNOT BE COMPLETED IN THE TIME PERIOD
NOTED THROUGH NO FAULT OF THE OWNER.
ENVIRONMENTAL HEALTH APPROVAL:
DATE: APRIL 9, 2008
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CRS 25-10-IOIET SEQ, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN
BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA_)
INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM
COMMENTS:
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A
RE -INSPECTION WHEN WORK IS COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL:
DATE:
Department of
Environmental Health
Eagle (970) 328-8755
Fax: (970) 328-8788
El Jebel (970) 704-2700
TOLL FREE: 800-225-6136
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ISDS Permit # ? ��'�� Building Permit #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $373.00
This fee includes the ISDS 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 $55.00.
Make all remittance payable to: Eagle County Treasurer.
Property Owner: ¢� � � ( j Phone: 7/t
Mailing Address: Q / �� I" � ey f((2�
Applicant/Contact Person: `,01<4 ffllf v � Phone: —
Licensed Systems Contractor: V Vilk- License #
Company/DBA:, C"„� Phone:
Mailing Address:
Permit Application is for: [7 New Installation � Alteration
Location of Proposed Individual Sewage Disposal System:
`l7e— q 2 i - q?? 3
epair
Legal Description: �reul(m 5,,6 /vES I 4teI&C Z
Tax Parcel Number: ,1 6 O,Z 0 0 / Lot Size:
Assessor's Link: www.eaglecounty.us/patie/
Physical Address:G�✓
e
Building Type: r Residential/Single Family Number of Bedrooms:
residential/Multi Family Number of Bedrooms:
Commercial/Industrial* Type of Use:
*These systems require design by a Registered Professional Engineer
Type of Water Supply: fu4private Well F7 Spring Surface [ Public
If Public Name of Supplier,
Applicant Signature
Office Use Only
Amount Paid: 1-73 00 Receipt#: Check#: Date:
Application to Eagle County Environmental Health.
Application to complete a repair.
Property: Seven Castles Properties
4959 Frying Pan Road Basalt Co.
Application is sought to replace a 16foot pipe between 2 Dry wells where indicated on
the accompanying diagram.
It will be a 4" code pipe inside a larger 8" pipe as it runs under an access to a shed where
vehicles drive from time to time.
r L
Warwick Mowbray.
Lai
Laughlin Water
ENGINEERS. LTC.
APR 16 200
0
McLAUGHLIN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rofnet
MEMORANDUM
TO: Warwick Mowbray at Karinga Ltd
Ray Merry - Eagle County EH.
FROM: G. Dean Derosier, P. E. - MWE - Aspen
RE: Repairs to the Seven Castles Property Septic System at 4959 Frying Pan Road
DATE: April 4, 2008
This memo is written in regards to the septic system repairs being performed at the Seven Castles Property
at 4959 Frying Pan Road.
The existing system consists of 1-1,500 gallon double chamber tank and 2 — 2,000 single chambered septic
tanks in series, (5,500 gallons total). The disposal field components are 2- —8 foot square, 15 foot deep
(-7,000 gallons each) drywells. It is. unknown at this time when the system was installed.
The system has been working properly and the owner has had not had problems with the system over the
past 7 or 8 years that he has owned the property. This winter, the ground between the two drywells settled
and collapsed the 4" PVC between the two units. This caused a back up of the effluent that required the
drywells to be pumped as the system does require both drywells to function correctly. We are proposing to
replace the pipe between the two drywells and return the flow to the second drywell system. The pipe
would connect to the outlet of the first tank and inlet of the second tank using Sch 80 PVC. I am also
recommending that the 4" PVC pipe be installed inside an 8" casing pipe to add additional structural
integrity and prevent the pipe from being damage again.
I am also recommending that the owner install tees, (per ECEH regulations) on all inlet and outlets of the 3
septic tanks and seal the tank lids to each tank to prevent water from seeping into the tanks. The first drywell
that is working now has recently been pumped. The three septic tanks should be pumped in the near future
as well if they have not been pump within the past 6 months.
The exact age and condition of the system is unknown, but the owner does recognize that the system will
,ar future. There is sufficient room on the property to replace the system, with
,H Regulations. The owner will make his best efforts to replace the system over
es fail in the near future
Gdd/08-03.017Casttes
Laughlin Water
F N G! N F F R S, 1. - D,
McLAUGHLIN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rofnet
MEMORANDUM
TO: Warwick Mowbray at Karinga Ltd
Andrew Jesson - Eagle County EH.
FROM: G. Dean Derosier, P. E. - MWE - Aspen
RE: Repairs to the Seven Castles Property Septic System at 4959 Frying Pan Road
DATE: August 21, 2008
Please refer to my original Repair Memo dated April 4, 2008 for more information on the system and
repairs made at the Seven Castles Property at 4959 Frying Pan Road.
The owner replaced the 4" PVC sewer pipe, (inside an 8" casing pipe) between the two drywells and
returned the flow to the second drywell system
The owner also installed tees, (per ECEH regulations) on all inlet and outlets -of the 3 septic tanks and
sealed the tank lids to each tank to prevent water from seeping into the tanks. All tanks were pumped.
As per my discussion with Ray and Warwick, we are proceeding with design of a new system that
meets the 2008 ECEH Regulations to replace the existing system. The owner plans to replace the
system this fall.
G. Dean Derosier, P. E.
03.01/7CasdesStatus
Gdd/08-
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