HomeMy WebLinkAbout1022 Eby Creek Rd - 193929401001EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED
INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE
ANY PORTION OF INSTALLED SYSTEM
328-7311 or 949-5257 or 927-3823 PERMIT NO. N c 59 9
OWNER: Don Pease ADDRESS: P.O. .sox 607 - Eagle, Co28-7322)
SYSTEM LOCATION: Lot #217 - Eby Creek Mesa
LICENSED INSTALLER: Les Frimmel LICENSE NUMBER:
**CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following:
MINIMUM REQUIREMENTS: 1,000 gallon septic tank or aerated treatment unit.
Absorption area or dispersal area computed as follows:
PERCOLATION RATE: one inch in 15 minutes.
Absorption Area per Bedroom 260 sq. ft.
No. of Bedrooms 3 x 260 sq. ft. minimum requirement per bedroom
780
total sq. ft. minimum requirelnent.
SPECIAL REQUIREMENTS:
1'ec 0 tYl w) P;1-) 6
DATE: 3107183
**CONDITIONS:
Field must be at least 100 feet from the welln
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INSPECTOR:
1. All installation must comply with all requirements of the County Individual Sewage
Disposal System Regulations, adopted pursuant to authority granted in 25-10-104,
C.R.S. 1973, as amended.
2. This permit is valid only for connection to structures which have fully complied
with County zoning and building requirements. Connection to or use with any
dwelling or structure not approved by the building and zoning departments shall
automatically be a violation of a requirement of the permit and cause for both
legal action and revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters, or installs an
individual sewage disposal system to be licensed according to the Regulations.
FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle
County Individual Sewage Disposal System Regulations until the installed system is
approved prior to covering any part.
Installed Absorption or Dispersal Area: 19' X 40' sq. ft. -7D "MS
Installed Septic Tank: 1,000 gallons. 2►00�11'
Design Engineer of System: Les Frimml
Installer of System: Les Frimml Phone: 328-7279
Septic tank cleanout to within 12" of final grade or
aerated access ports above grade? Yes X No
Proper materials and assembly? Yes X No
Compliance with permit requirements? Yes X No
Compliance with County/State regulations requirements? Yes X No
COMMENTS:
i
(Any item checked "No" requires correction before final approval of system is made.
Arrange � re -inspection when work is completed.) DATE: May 3, 1985 INSPECTOR: Erik W. Edeen y
RE -INSPECTION DATE: INSPECTOR: 4�1.415/2
323-13ll
EAGLE, COLOR;i'O 81631
PE1.1'IT bEc = $150 FEPCCL TiG;! TEST E, Z S�0
APPLICATI0'i FOR iI1DI'�'IDUr.L SE::f.�,E DISFCS;,L SYSTE?'' PER:'.'.IT
110.
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NAME '0'F 0 -RIER:
ADDRESS: �a l a °7 / ,�/— �D PHONE: aQ'= 307
NAME OF APPLICANT (IF DIFFERENT FROM 01.-INER):
ADf,RESS: _ PHONE:
DE.SI GN ENGINEER OF SYSTEM (IF APPLICABLE):
ADDRESS: _ PHONE:
•• . SOId 'RESPOilSIGLE FOR INSTALLATIO"! OF SYSTE:•'.:
ADDRESS: PHONE:
P7R&'IIT APPLICATION IS FOR: ( ^leer Installation ( )
Alteration ( ) Repair
-PROPOSED 'County
Lot Size /"5-,,
LOCATION OF FACILITY:
L3
City or Town, if within City or Torn Limits
.LEGAL DESCRIPTION: / � d�
'enp CS_�
TREET (RURAL) ADDRESS:
IS SYSTEM DESIG!!ED FOR LESS THAN 2,000 GALLONS PER DAY? (
es ( ) No -
'BUILDING OR SERVICE TYPE: (Check applicable category)
( Residential - Single-family dwelling ( ) Residential - Triplex
'( ) Residential - Duplex - ( ) Residential - Quadplex
( ) Commercial - State usage
Persons -Bedrooms
WASTE TYPES: (Check all applicable) -
- ---
( ) Commercial or Institutional ( D�reTlinq
( Garbage Grinder
( ) Non -domestic wastes ( ) Transient Us
( ) D'.shwasher _
( ) Other
( tomatic Washer
SOURCE A?1D TYPE OF WATER SUPPLY: ( ) Well ( Spring
( ) Creek or Stream -
Give depth of all wells within 200 feet of the system:
If supplied. by community water, give name of supplier
^
`-TYPE OF IND DUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( Septic Tank ( ) Aeration Plant ( )
Chemical Toilet
i VaulL Privy t l L.,1lLrUJLi11J luii:L
*i=•.ycllil�, )v av1= t•JC
( ) Pit Privy ( ) Incineration Toilet ( )
Recycling, Other Use
Greywater ( ) Other
`WILL EFFLUEI•!T BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?
( ) Yes
'_Signature �e
DateAf3-
:: _Y • * ..;.*. * * * * :k is �c * it k �c �c * k c * *
it it 4c F * is is 7F * k t
INFORMATIO"I BELOW TO BE FILLED OUT BY ENVIROINfIEIlTAL HEALTH
OFFICER
GROUND CONDITIONS: Percent Ground Slope: 1— 3 07o
l
Depth to Bedrock (per 8' Profile Hole):
Depth to rrounu:'rater Table: 8
SOIL PERCOLATION TEST RESULTS: /5 Minutes per
inch in Hole Ilo. 1
Minutes per
inch in Hole No. 2
FINAL OISPCS"IL BY:
!Iinutes per inch in Hole No. 3
( Absorption Trench ' or Pit ( ) Evanotransoiration
( } Above Ground Dispersal ( ) Sand Filter
( ) Uncerground Dispersal ( ) :•!aste,;rater Pond
( ) O t"e r
L4
4e�
PERCOLATION TEST FEE: $50
I.S.D.S. APP. #
OWNER: L2ca Af (r��51=
LEGAL DESCRIPTION: Vic:<<
RURAL ADDRESS:
TYPE OF D;JELLING: C7 + # OF BEDROOMS:
DATE OF PERCOLATION TEST: � — 7 — TYPE OF SOIL: (!5
TEST HOLES PRESOAKED? Yes No
WATER DEPTHIINCHES
OF FALL•,
EWA
PERCOLATION RATE:
RECOMMENDED MINIMUM SEPTIC TANK SIZE: .Ono 64 %.
RECOMMENDED MINIMUM LEACH FIELD SIZE:
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM:
Site has been reviewed and tested for percolation rate.
In
i Ec')
Date I L Environmental Health Officer
COMMENTS:
T, )fN-"
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RECOLi,.i' ENDED SPECIFICATIONS FOR THE INSTALLATION OF
DUG VIELLS FOR PRIVATE SUPPLIES
Location of the well:
Every well should be located and constructed in such a manner that neither
underground nor surface contamination from any septic tank, seepage pit, dis-
posal field, privy, corral flooding, or other possible source of pollution can
affect such water supply. The well should be located on higher ground than any
source of pollution and the horizontal distance from any such source of pollu-
tion should be as great as possible, but in no case less than 50 feet. If it
is necessary to locate the well within 50 feet of any pipe which may carry
sewage or waste water then said pipe should be constructed of extra heavy cast
iron soil pipe or cast iron crater pipe with leaded joints tested for water
tightness. In no case, should the well be located within 20 feet of any buried
pipe carrying sewage or waste water.
Wall or casing:
The wall or casing below the 10 foot minimum depth as illustrated should
be constructed of hard burned bricks, concrete blocks, field stone, or equiva-
lent to facilitate entrance of the ground water. he gall or casing to a depth
of at least 10 feet below the ground surface should be made watertight in one
of two ways.
1. Fig. A - Vitrified clay tile with bell and spigot joints, concrete
pipe or equivalent should be used. The bells should be placed downward and the
joints should be made watertight by using an asphaltic jointing compound or
equivalent. Several sections of tile should be joined together above ground
before setting in place. The annular space, preferably 6 inches, between the
outside of the tile and the sides of the excavation should be filled to the
ground surface with a concrete mixture prepared by using a cement mixture or
similar device to produce a mixture which will flow easily.
2. Fig. B - Precast a reinforced concrete slab 6" thick with a diameter
equal to the diameter of the walled up section of the well. Leave a 411 diameter
hole in the center of the slab. After curing, lower the slab into the well and
set it on top of the -walled up section. Set a 4" casing at least 11 feet long
in thb hole in the slab and caulk the joint between the casing and concrete to
insure water tightness. Fill the excavation above the slab and around the casing
with clean fine sand to within two feet of the ground surface. The last 2 feet
should be filled with clay puddled in place.
3. A concrete wall or casing may be used in place of the vitrified tile
in Fig. A. If used the concrete wall should be 6" thick to a depth of at least
IO feet. The platform, sleeve, well seal, etc., are the same as shown on the
illustration.
Platform:
A watertight reinforced concrete platform at least 4 inches thick and 4
feet square or extending at least 1 foot beyond the tile wall should be con-
structed. The top of the platform should slope away from the casing as shown
on the illustration.
COLOPADO STATE DEPARMENT OF PUBLIC HEALTH
SANITATION DIVISION
DUG NELL INSTALLATION
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San: PI 11 9-50-10 ��'-`;��C✓
r. RECOMMENDED SPECIFICATIONS FOR SPRINGS
Location of Springs:
Every spring should be located and constructed in such a manner that neither under-
ground nor surface contamination from any septic tanks, seepage pit, disposal field,
privy, corral, buried sewer line, or other possible source of pollution can affect such
water source.
The spring should only be developed on higher ground or above any possible source of
pollution and in areas not subject to flooding.
To provide adequate protection springs should be properly developed at the point they
out crop and in such a manner that surface water will filter through an earth layer of
at least 10 feet before reaching the water strata. Marked increases in turbidity during
heavy run-off may indicate that surface water is reaching the spring.
For your protection water samples should be collected periodically for bacteriologi-
cal examination.
Construction:
Springs used for drinking or domestic supplies should be enclosed by reinforced con-
crete walls and cover or other durable and relatively watertight material. Construction
should be in such a manner to admit spring water unrestricted, but to exclude surface
drainage or other foreign material. No openings should be provided for drawing water by
bucket or cup directly from the spring. An overlapping cover, that will give a tight
and secure pit, should be provided for future repair of encasement or spring.
An earth cover, natural or fill, of at least 10 feet should be provided over the water
bearing strata and should extend at least 50 feet on a radius from the point of out crop.
A screened overflow pipe should be provided in the spring encasement. A diversion ditch
should be provided at least 25 feet or more from the spring to divert surface run-off.
The area in the immediate vicinity of the spring should be fenced to exclude stock and
should;�be so located that stock cannot get between the diversion ditch and the spring.
Water from the spring should be carried by gravity directly to the distribution sys-
tem or to a properly constructed storage reservoir.
Materials:
All materials should be new. All forming material should be removed after construc-
tion.
Chlorination:
All new or repaired springs are considered to be contaminated and should be chlorin-
ated before use. After construction or repair and just prior to sealing the following
procedure should be followed. Lower the water in the encasement as far as possible and
shut off the flow from the discharge pipe or pipes. Add a solution of two or three quarts
of any liquid laundry bleach containing 5% available chlorine mixed with 10 gallons of
water. Allow this to stand in the encasement overnight, if possible, or not less than
three hours, thereafter allow the spring to run until the odor or taste of chlorine has
disappeared. Twenty-four hours later collect a sample of water for bacteriological ex-
amination in a sterile container furnished by the Colorado State Department of Public
Health. If water must be used before laboratory results are obtained, it is recommended
that it be boiled for two minutes.
Abandonment of existing springs:
For personal and public safety the spring should be labeled or tagged "UNSAFE WATER -
DO NOT DRINK11, if it is found to be contaminated after repeated laboratory analysis and
tests.
COLORADO STATE DEPARTMENT OF PUBLIC HEALTH
SANITATION DIVISION
RECOMQENDED INSTALLATION FOR SPRINGS
SURFACE WATER DIVERSION DITCH
p ygNEW GROUND LEVEL
c'ppG IIU FILL
DRAIN VALVE REI11FORCING STEEL
CLAY
ASPHALTIC
NOT LESS �� SEAL OVERFLOW
THAN 6 �1
25 FEET �
OR MORE —
WATER •BEARING . SAND
OR GRAVEL
• FLOW
BE
San: PHE 24 11-50-5
Douglas Bartlett
P. 0. Box 98
Eagle, CO 81631
NARRATIVE:
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
July 29, 1988
ACTIVITY REPORT
Donald Pease
P. O. Box 607
Eagle, CO 81631
Doug and Susan Bartlett and the occupant of the Donald Pease
residence, Patty Stevens, reported that a water sample from their
shared well indicated bacterial contamination and requested an
inspection of.the well. I visited the site on July 20, 1988, and
inspected the well. The well is constructed of concrete rings and
is approximately 15 feet deep. The well is not properly constructed
and is prone to contamination. The well cap or housing is not
sealed to the top concrete ring. This gap allows rodents and other
sources of contamination to enter the well. The exterior of the
concrete rings was not grouted and surface water could enter the
well causing contamination. A rodent hole was present within 2 feet
of the well head. Mr. Bartlett indicated that he removed several
dead rodents from the well. The.presence.of dead rodents in the
well explains the significant levels of bacterial contamination. This
well should not be used for any domestic purposes.i.e;.drinking,
bathing, washing dishes or food until the following -steps are taken
to improve the condition of the well and a safe bacterial sample
is obtained:
Board of County Commissioners Assessor Clerk and Recorder/ Sheriff
P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359
Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631
Treasurer
P.O. Box 479
Eagle, Colorado 81631
Page 2
Activity Report
Bartlett/Pease
1. Pump the well;
2. Clean out the bottom of the well;
3. Seal the sides and top of the well from contamination
sources;
4. Sanitize the well;
5. Pump until acceptable chlorine residual levels are a.cheived -
(1 ppm);
6. Sample;
7. Wait for laboratory confirmation of a safe water sample.
See the attached recommendations for additional assistance:
1. Recommended specifications for'the installation of dug
wells for private supplies;
2. Recommended specifications for springs.
Any person who has used this water and has symptoms.of gastrointestinal
distress or infection should consult a medical doctor as soon as
possible.
Sincerely,
S;o
Sid Fox
Department of Community Development
Environmental Health Officer
SF/ar
xc: Patty Stevens
Encl : 2
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EAGLE COUNTY memorandum
To: Subject:
Mr. Don Pease ISDS PERMIT #599 - Attached
From: He No.: Date:
Environmental Health Office March 29, 1983
Attached please find your .individual sewage disposal system permit #599 for
property located on Lot 217 - Egy Creek Mesa. The information on the permit
application indicates that the system will be agent installed. Therefore, he
will be responsible for the installation of the system.
The permit must be posted on the installation site. The installer must call our
office for final inspection before covering any portion of the installed system.
We can be reached at 328-7311, ext. 238. -
if you have any questions, please contact us.
--Lorraine Funke, Secretary
ENVIRONMENTAL HEALTH OFFICE
EAGLE COUNTY
/1f
Attach.
d
Date Routed
ROUTE FORM
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
Name
loo I
Application No.
Location
Please review the attached Individual Sewage Disposal System Permit Application and return
it with this completed form to the Environmental Health Office.
PLANNING: Complies with - YES NO REVIEWED BY DATE
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:
COMMENTS:
BUILDING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
NO
REVIEWE D BY
DATE.
ENGINEER: Complies.with -
Roads:
Grading:
Drainage:
Recommend Approval:
YES
NO
REVIEWED BY
DATE
COMMENTS:
ENVIRONMENTAL HEALTH:
Complies with -
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
YES
NO
REVIEWED BY
DATE
COMMENTS: / `
JOB NAME0599 Pease Lot 217 Eby Creek le,Mesa
OB
BILL TO
DATE STARTED DATE COMPLETED DATE BILLED
0
Fi le IUD to : -
-7-Zc) - 8& So -<on i letfi vUQs lX� 10 rep ieu� _
fty- Pease -fi Ie C# sue). -Pho tti copies
w0ce p ukhosed 0f W)t of -tic.. fil,e .
JOB FOLDER Produi
1
vVo f VL.SLr
.
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
PERMIT #599 V h�
tbaa�
Owner: err ftm-Te- l
P.O. Box 607
Eagle, CO 81631 001OZZ F_6 Cj`2e "'
y
LOCATION: Lot 217, Eby Creek Mesa C�.310 qua .,
INSTALLER: Les Frimml
SIZE OF TANK: 1,000 gl. 70 Degree - 5 "
DWELLING: Single Family - 3 Bedroom
PERC RATE: 1 inch/15 minutes - 780 S.F. Minimum
Finalized: May 3, 1985 By: Erik Edeen