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HomeMy WebLinkAbout1110 Cordillera Rd - 210712203024INDIVIDUAL 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. 11:65 -92
Please call for final inspection before covering any portion of installed system.
OWNER: Kensington Partners PHONE: 926-3500
MAILING ADDRESS: P_0- Rnx 9R8, Edwards, CO 91632
AGENT:
PHONE:
%®
SYSTEM LOCATION: 1!2" Cordillera Way, Cordillera Subdivision, Lot 20, Filing 2
LICENSED INSTALLER: B.. Walker Construction LICENSE NO. 23-92
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install per engineer design and specifications Inspections portals
must be installed.
ENVIRONMENTAL HEALTH OFFICER: DATE:
CONDITIONS: tv
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, C.R.S. 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH
LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. SECTION 1/1, 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: SQUARE FEET.
INSTALLED SEPTIC TANK: GALLONS DEGREES FEET
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS AND 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 -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANTIAG ENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
CCEI V ED
ISDS Permit #
Building Permit # 7�
AN 1 6 AORLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
11ff ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
EAGLE COUNTY P . 0. Box 179
EAGLE, CO 81631
COMMATY DEVELOPMENT 328-8755/927-3823 (Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE 8125.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" �
******%rYcYc:�C*:�cYcyCY( kYr�r�tc:r�Yc�r�YcYc���7r*yc�r�rYc:�Yc�ICYc�rYcyt�t�Ir��:it��r�Y[YeYt�YCYtYt�YCYc��YtYtYt��k:cYtytYtytYcyc
PROPERTY OWNER:
MAILING ADDRESS: E ®• /N)C PHONE: 4� - —<Co
APPLICANT/CONTACT PERSON:PHONE:
i Ore S V«, "7
LICENSED SYSTEMS CONTRACTOR: -
PHONE:
COMPANY DBA:
/ ADDRESS :ot�lP rY/63�
PERMIT APPLICATION IS FOR: ((NEW INSTALLATION ( ) ALTERATION
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
` Legal Description:
Tax Parcel Number:
) REPAIR
c %-C Ud r -7/1
d Lot Size: 5tcreC
ff
ff E-c
Physical Adr".7-ess:
BUILDING TYPE: (Check applicable category)
(Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
{ ) Commercial/Industrial* Type
TYPE OWWell
ATER SUPPLY: (Check applicable category)
( ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date: 4u, /, j lggz-
*yc*YcY[�k*yt�kYtY[*Yek 'Yc Yc**>cYc scYc * *Yc*ycicYc*YCYCYcYCYCYCr'c*vt*Yc�k*icYt*Y[YCYt*�k�cyc4c�c�kYr�t9t:r*�CYcYCYCY�Yc4rYe
AMOUNT PAID: f RECEIPT #: 8 DATE:
CHECK #: _ CASHIER: Z'
TIME LOG: TRAVEL: PERC: FINAL:
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
DATE: September 21, 1992
TO: B. Walker Construction,
P.O. Box 626, Eagle, CO 81631
FROM: Eagle County Environmental Health
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
RE: Issuance of Individual Sewage Disposal System
Permit No.: 1165-92
Property Located At: Lot 18, Filing 2,
Cordillera Subdivision, 1110 Cordillera Way
Enclosed is your ISDS Permit No. 1165-92 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. The final
inspection is to be done before any portion of the installed
system is covered. The deadline for the final inspections done
by Eagle County Environmental Health is December 1. 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.
Be aware that the specifications on the permit are minimum
requirements only. Installers should bring this to the attention
of the property owner.
This permit does not indicate conformance with other Eagle
county requirements:
If you have any questions, please feel free to contact us at
328-8755.
cc: file
Building Department, File # 5371
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY C
Dear I.S.D.S. Applicant:
ICpY1's
Your 'on fo an Indio:
(ISDS) Permit for I
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
Site Plan
Licensed System Contractor (See attached list)
Engineer Design
Other: �'',� ��-�� l ? •}�
If you have any questions please call, 328-8755. When
calling or submitting information please reference your ISDS
application #
Please submit information to:
Eagle County
Environmental Health Division
P.O. Box 179
500 Broadway
Eagle, CO 81631
ISDSHOLD.LET
ISDSDSK BH392
JUL-1�-�C WCll 14�41 p.02
COMPLETE ENGINEERING 804VICES, INC,
FACSIMILE TRANSMITTAL UTTER
PROJECT NO:
TO:
FROM:.
SUBJECT:
Number of Pages: (includes cover sheet)
912 T1iVf LPM STREET • GOLDEN, COLORADO 80401 . (803) 21`9.6418 . FAX: 27s 6M
JUL-ID-OL WM) 14"4b
P. 03
I►i:RCOLATIGN TEST 111SULTS
PROJECT 11C. 92.1% DATE; A?� TECHNICIAN CT
TEST NOW N0. j-
TOVAL 5071 .S� TT
DEPTH TO UATER O.1 rt
MADLND
CHAN02 IN
MAP39D
PERC4LA710N
If Ir1E
tft)
6"- i6l
TIMI twin) kM MiUMI
12;U
M AO
-
--
13;00
10.25"
1C.;
30
2.0
t3;30
12.OV
9.01)
30
3.3
14:00
12.50*
14.50
$0
3.5
14:30
9.500
11.50
SO
3.5
ISM
11.37w
9142
30
3.1
15139
12.00*
9.00
30
3.3
16 A
12.5a'
0.45
30
3.5
14.30
ILIFY
9.12
30
3.3
TEST WW MD. -L TOTAL DOTR 3.3 PT DEPTH TO HATER 241 FT
READING
CHANGE ig
ELAPSED
PERCOLATION
TIME
st4)
DEPTH [ins
TIME [sin)
AM twlro/inj
12:35
36.37
-
..
13:03
29.56*
6.51
30
4.4
13:33
31.50*
4.97
30
6.1
14;03
32.50
3.87
30
7.7
14 43
27.By
4.62
3a
6.5
15#03
14.3t*
3.50
30
a.6
ISM
31.37
5.0
30
6.0
16;03
27.37
4.00
30
7.5
16:33
24.25
3.1E
30
9 d
TEST MU NO. 3 TOW DEPrK JZ_ FT DEPTH TO W11ER 2.1-FT
READING
CHAIM II
M AM
PERCO TIT
. IME ---
Ittt
ZZI
fn)
MArH rr; IMI
13:05
15.00*
0:35
15.u*
9.62
30
3.1
14:05
17.D0*
7.25
30
4.1
14:55
12.50
4.50
30
616
15:0i
17.0"
7.25
30
4.1
15:35
10.6E
6137
30
4.7
16:05
17.62*
6.62
30
4.5
16:35
17_79
8_50
30
4.6
* indicates hole refilled to original (first fladfr4) dbpth:
A1MR11iE PEMAT111M MTE = 5.6 N1Ml1E'S PER IMm
1165-92 - Parcel #2107-121-03-001 Lot
Cordillera Sub, Filing II, Cordillera
Way / 110 JOB NO.
_tnw i nr�nrtnN
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
\ �f1
s i
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 278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER Printed in U.S.A.
T,
\ SOIL PROFILE
\ TH-! PR-1 \
-2 !' - SAND; SILTY, SLIGHTLY CLAYEY, LOOSE -MEDIUM DENSE,
\ LIGHT BROWN (SM).
TH-� PROPOSED ABSORPTION BED \
21- :.
7.
_ SANDSTONE; WEATHERED, FINE GRAINED, WITH EVA.PORITE
3 DEPOSITS, THIN BEDDED TO MASSIVE, HARD.
\ RESIDENCE \ \
4
7.
/ 5' -
77
\ BUILDING ENVELOPE/
6 REF REFUSAL ON UNWEATHERED BEDROCK
SITE PLAN
SCALE: 1 " = 50
TABLE 1
PERCOLATION TEST RESULTS
PROJECT NO. 92-1967 DATE: 07/09/92 TECHNICIAN CT
TEST HOLE NO. 1 TOTAL DEPTH 3.2 FT DEPTH TO WATER 2.1 FT
READING CHANGE IN ELAPSED PERCOLATION
TIME (ft) DEPTH (in) TIME (min) RATE (min/in)
12:30 21.00
13:00 10.25* 10.75 30 2.8
13:30 12.00* 9.00 30 3.3
14:00 12.50* 8.50 30 3.5
14:30 9.50* 11.50 30 2.6
15:00 11.37* 9.62 30 3.1
15:30 12.00* 9.00 30 3.3 _
16:00 12.55* 8.45 30 3.5
16:30 11.87 9.12 30 3.3
TEST HOLE NO. 2 TOTAL DEPTH 3.3 FT DEPTH TO WATER 2.1 FT
READING
CHANGE IN
ELAPSED
PERCOLATION
TIME
(ft)
DEPTH (in)
TIME (min)
RATE (min/in)
12:33
36.37
-
-
13:03
29.56*
6.81
30
4.4
13:33
31.50*
4.87
30
6.1
14:03
32.50
3.87
30
7.7
14:33
27.87
4.62
30
6.5
15:03
24.37*
3.50
30
8.6
15:33
31.37
5.0
30
6.0
16:03
27.37
4.00
30
7.5
16:33
24.25
3.12
30
9.6
TEST HOLE NO. 3
TOTAL DEPTH
3.2 FT
DEPTH TO WATER 2.1 FT
READING
CHANGE IN
ELAPSED
PERCOLATION
TIME
(ft)
DEPTH (in)
TIME (min)
RATE (min/in)
12:35
24.25
13:05
15.00*
9.25
30
3.2
13:35
15.62*
9.62
30
3.1
14.05
17.00*
7.25
30
4.1
14:35
12.50
4.50
30
6.6
15:05
17.00*
7.25
30
4.1
15:35
10.62
6.37
30
4.7
16:05
17.62*
6.62
30
4.5
16:35
17.75
6.50
30
4.6
* Indicates hole refilled to original (first reading) depth.
AVERAGE PERCOLATION RATE = 5.8 MINUTES PER INCH
PERSONAL SEWAGE DISPOSAL SYSTEM SPECIFICATIONS
LOCATION: Lot 18, Filing 2, Cordillera Subdivision, Eagle County, Colorado.
DATE: August 11, 1992
DESIGN CRITERIA:
1. Average Percolation Rate: 5.8 min/inch.
Soil profile hole excavated in proposed absorption area revealed two to three feet of silty
sand over weathered sandstone and evaporite deposits. Weathered zone is approximately four
feet thick.
I
2. Design Flow = 900 gallons per day.
---Four bedro mr,- single family -residence. With two persons per bedroom at 75 gallons per day -_-�
per person, average flow is 600 gallons per day. Multiply average flow times 1.5 to obtain
maximum (design) flow.
DESIGN SPECIFICATIONS: Standard Absorption Bed
1. Required Bed Area:
900 gpd x (5.8)1/2)(1.3) = 564 square feet
5
Recommended Dimension: One Bed, 18' x 321 (576 sq ft)
Absorption bed shall be level, no less than 18 inches and no greater than 24 inches deep
and located and constructed in accordance with specifications contained herein. The
existing ground surface should be scarified to a minimum depth of 8 inches prior to mound
construction.
2. Septic Tank:
Minimum 1250 gallon two compartment tank. Tanks constructed on site (not recommended)
shall be approved by Eagle County Health Department prior to construction. A prefabricated
tank is recommended.
3. Drain Pipe:
Drain pipe shall be 4 inch diameter perforated PVC, placed level and at the same elevation
along the long dimension of the bed, in three, 31 foot long sections which are continuous
across the ends. Inflow to distribution laterals shall be through a three way distribu-
tion box.
4. Distribution Tee:
Flow shalt be distributed to absorption laterals using a system of tee fittings as shown in
the plan view. Tee fittings should be placed level at the same elevation within the bed.
5. Gravel: 22 Cubic Yards.
Gravel shall be 0.5 to 2.5 inch diameter washed gravel or crushed rock placed in a 12 inch
layer mounded around the distribution laterals with a minimum of 2 inches above and 6
inches below the drain pipes as shown in Figure 2. A two inch thick layer of clean sand
meeting specifications outlined below shalt be placed below the gravel layer.
6. Filter:
A layer of Mirafi 140N, or equivalent, filter fabric shall be placed over the gravel
surface to prevent contamination from infiltrating soits.
7. Fitter Sand:
Bed shalt be supported on a minimum twenty-four inch thick layer of clean sand which meets
or exceeds the following specifications:
2-0" MIN
(�2 T
1 I
EXISTING GROUND SURFACE
MIN
2'-0' MIN
ABSORPTION BED
CROSS SECTION
ABSORPTION BED
LONGITUDINAL SECTION
2'-
ABSORPTION BED
PLAN VIEW
12" BED OF WASHED GRAVEL OR CRUSHED ROCK
0.5 TO 2.5 INCH DIAMETER
CLEAN FILL MATERIAL
MIRAFI 140N FILTER OR EOUIV
4' TOPSOIL LAYER; SEED W/NATIVE GRASS
SAND BED
GRAVEL BED
100 % minus #4 US Standard Sieve
Effective Size between 0.25 mm and 1.0 mm
Uniformity Coefficient less than 4.0
Sand shall be tested to verify compliance with these specifications prior to placement.
Sand should be placed at a minimum of 80 percent of relative density.
B. Backfill:
Backfill surface shalt have a minimum 6 inch crown at the center of the bed and should be
contoured to blend with natural topography. Surface shall be covered with a minimum of 4
inches of topsoil. Surface shalt be seeded with native grasses.
9. Surface Drainage:
A minimus twelve inch high soit berm shall be constructed on the uphill side(s) of the bed
to divert surface drainage.
III. GENERAL:
1. Absorption areas shalt not be driven over or used for gardens or pasture.
2. Components of the system shall be constructed within minimum set -backs outlined by Eagle
County Health Department.
3. Septic tank shall be pumped and cleaned every two years under normal use.
4. User should be aware that excessive solid waste or excess water flow can decrease the
efficiency and possibly lead to premature failure of the system. Use of the garbage
grinder should be minimized and leaking faucets and/or toilets should be repaired
Immediately.
5. This system has been designed exclusively for the subject tot based on field testing and my
experience with similar conditions. Construction shalt be inspected prior to backfilting
by the design engineer to assure compliance with these specifications.
IV. MINIMUM SETBACKS:
The following minimum setbacks have been established by Eagle County Health Department. Distances
are given in feet.
SPRINGS POTABLE POTABLE
WELLS, WATER WATER DWELLING,
SUCTION SUPPLY SUPPLY OCCUPIED PROP. SUBSOIL DRY SEPTIC
LINES LINE CISTERN BUILDING LINE DRAIN GULCH TANK
ABSORP-
TION 100 25 25 20 10 10 25 10
BED
SEPTIC 50 10 25 5 10 10* 10* -
TANK
* Crossings may be permitted where pipelines are constructed of sufficient strength to contain flows under pressure.
2'-0' MIN
Jl�
CLEAN FILL MATERIAL nth dy-
i
0
I
REVISIONS
DATE REMARKS
8/4/92 MOD PER EAGLE CNN
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