HomeMy WebLinkAbout63 Lariat Loop - 210505402001 - 0477ISEAGLE C TY DEPARTMENT OF ENVIRONMEI""1L HEALTH
rERMIT MUST BE POSTED BOX 81 1 6th & Broadway CALL FOR FINAL INSPECTION
Eagle, Colorado 81631
PERMIT0 4� (this does not constitute
a building or use permit)
Owner WARNER PROPERTIES
System Location LOT R-8 - South Forty Subdivision Edwards, CO
Licensed Contractor
* Conditional Construction approval is hereby granted for a
Septic Tank or Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Perc rate 1 inches in 14.3 minutes sq. ft.
absorption area per bedroom
# of bedrooms x
May we suggest
Date
November 3, 1980
FINAL APPROVAL OF SYSTEM:
sq, ft. minimum requirement
Inspector
gallon
MINIMUM REQUIREMENTS:
This system is engineer -
designed. All requirements
of that design must be followed
for installation of septic
system; 1,250 gallon sptpic
tank and minimum 1500 sq. ft.
evapotranspiration bed.
Erik W. Edeen
No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system
is approved prior to covering any part.
Septic Tank cleanout to within 12" of final grade or aerated access ports above grade.
�`' rP deer materials and assembly.
Z�dequate-absorption (or dispersal) area,
_414equate compliance with permit requirements.
Adequate compliance with County and State regulations/req
uirements.
Date November 3, 1980 Inspector Erik W.
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
* CONDITIONS:
1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations,
adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973
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 structures not approved by the building
and Zoning office shall automatically be a violation of a requirement of the permit and cause for both
legal action and revocation of the permit.
s• 28 3. Section III,4 requires any person who constructs, alters, or installs an individual sewage disposal
system in a manner which involves a knowing and material variation from the terms or specifications con-
tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or
hnth
Inter -Mountain Engineering ua.
PERCOLATION TEST RESULTS AND
SEPTIC RECOMMENDATIONS
LOT R-8, SOUTH FORTY SUBDIVISION, FILING NO. I
EAGLE COUNTY, COLORADO '
PREPARED FOR:
WARNER PROPERTIES INC.
OCTOBER 9, 1980
BOX C-100 1420 VANCE STREET
AVON, CO 81620 LAKEWOOD, CO 80215
949-5072; DENVER 893-1531 232-0158
SCOPE
This report presents the results of a Percolation Test and
provides Septic Recommendations for the proposed residence located
on Lot k-8, South Forty Subdivisions Filing No. I, Eagle County,
Colorado.
SITE INVESTIGATION
The field investigation performed on October 6, 1980 consisted of
r,
drilling three borings to an average depth of 30 inches. Percolation
tests were performed on October 7, 1980. Locations of the test bor-
ings were shown on the enclosed drawing. Results of the Percolation
Tests are included in this report -- see PERCOLATION TEST RESULTS.
SITE LOCATION AND DESCRIPTION
The site is located in a part of Section 5, Township 5 South,
Range 82, West of the 6th P.M. Eagle County, Colorado. More partic-
ularly, the site is described as Lot R-8, South Forty Subdivision,
Filing No. I.
The site slopes downward to the north, and vegetation consists
of sage brush and native grasses.
SUBSURFACE AND GROUNDWATER CONDITIONS
Subsurface conditions are fairly uniform with silt, highly
organic, to a depth of 1 1/2 feet; silt with clay and traces of sand,
2
SUBSURFACE AND GROUNDWATER CONDITIONS - cont.
slightly moist, firm, to a depth of 5 feet; underlain by sand and
gravel with cobbles and boulders. No groundwater was encountered.
DCr-)nOI AT I(1 KI TCCT 0U C I I I TC
A total of three Percolation Tests were run on the site using the
standard test method as described by the Eagle County Individual
Sewage Disposal System Regulations. Test results varied between 14 and
15 minutes per inch. _
Percolation Test holes were presoaked on October 6, 1980, and
the test was performed on October 7, 1980. Results are as follows:
TEST HOLE NO. MIN/I Inch Deep
1 14
2 15
3 14
Average time for I inch drop = 14.3 mins.
SEPTIC SYSTEM RECOMMENDATIONS
Recommended is a minimum 1250 gallon compartmented septic tank
to be followed by a minimum 1500 square foot evapotranspiration bed.
Bed should lie a minimum of ten feet from property lines and twenty
feet from the proposed residence. Inspection of the system should be
made by a representative of Eagle County Health Department prior to
backfilling.
3
CONCLUSIONS
The findings and recommendations of this report have been ob-
tained in accordance with accepted professional engineering practices
in the field of Foundation Engineering and Soil Mechanics. There is no
other warranty, either expressed or implied.
If we can be of further assistance, please do not hesitate to call.
Sincerely,
INT R-MO
AIN ENGINEERING, LTD.
G. homas Allen
Field Engineer
Reviewed and Approved by;
Jeffery M. Spanel, P.E.
Vice -President
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
September 16, 1992
Ms. Janice Woodley
Woodley and Associates
P.O. Box 1370
Edwards, CO.. 81632
Dear Ms. Woodley,
500 BROADWAY
P.O. BOX 179
EAGLE. COLORADO 81631
FAX (303) 328-7207
As we discussed on the telephone yesterday, my office has
received a complaint of septic odors emanating from the property
managed by you at 0063 Lariat Loop in Edwards South Forty
Subdivision.
I visited the property on September 10, 1992 and detected no
odors. However, I did discover a piece of broken sewer PVC on
the ground with some evidence of waste water having surfaced at
some time in the past. Since the dwelling was vacant at the time
of my inspection, I was not able to determine whether the septic
system is in fact failing or not.
The septic system was originally permitted in 1980 under Permit
# 477. It was designed by Intermountain Engineering and consists
of a 1250 gallon septic tank with 2016 square feet of seepage
bed. I've enclosed a copy of the portion of the site plan to
help you locate the system components.
I'm sending a list of our licensed Systems Contractors to help
you correct the apparent problem. Please contact this office
with your findings by September 25, 1992, so we can determine if
an Individual Sewage Disposal Permit will be required. If you
have further questions, don't hesitate calling.
Sincerely -
Raymond Merry, RE
Enviro ental Healt. ision
CC. ISDS File #477
Complaint File
le- '�_7/-f®
DATE REFERRED _ S�
EAGLE COUNTY ENVIRONMENTAL HEALTH
ROUTE FORM
NAME
APPLICATION NO.
LOCATION
Please review the attached application and return it and this completed form
to the Environmental Health Office..*
=, ITNIN(i_
Comments:
_BUILDING:
t/
Other
Comments:
RNGTNEER;
Comments:
Complies with: Yes No 'Reviewed By
Subdivision Regulations
Zor}ing Regulations
r�GCC '
Recommend Approval
Set Backs _
Site
S
Recommend Approval
(not tom' nec
Roads
Grading
Dra' e
Recommend Ap
INT.
JOB ADDRESS - - OWNER 2 Of �3
Q S(,/,
EAGLE COUNTY APPLICATION FOR PERMIT TO WORK IN COUNTY RIGHT OF WAY
1. Work is for: (circle those that apply) WATER, SEWER, GAS, ELECTRIC, TELEPHONE, TV CABLE, DRIVEWAY ACCESS,
OTHER
2. Show roads with names, buildings, and location of cut or driveway (with dash lines) on 8%"x11" sheet.
R]
NOTE: Constructing plans and specifications prepared by a professional Engineer registered in the State of Colorado
may be required by the County Engineer.
Road Cut Dimensions:
WIDTH LENGTH DEPTH
4. Square feet of pavement to be repaved
5. Lineal feet of pavement to be saw cut
6. DATE START DATE COMPLETE
7. Is all material, labor, and equipment available to complete work?
8. Supplemental sheets have been completed and are attached hereto and made a part of this application.
9. Special conditions:
10. 1 certify that I have read all requirements of the RESOLUTION and will abide by the same, and that all utilities have been
notified as required.
(d ate) (applicant's signature)
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
1. DESIGN EN 1 EER OF SY M (if applicable): Intermountain Inc. S anel
Bow —b��° AIa
ADDRESS: �� � X7� PHONE: 949—MM 5072
2. PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Hoe & Grow Inc.
ADDRESS: P.O. Box "E", Edwards, CO 81632 PHONE: 949-5167
3. BUILDING OR SERVICE TYPE: (Check applicable category)
(x) Residential — Single-family dwelling ( ) Residential — Triplex
( ) Residential — Duplex ( ) Residential — Quadplex
( ) Commercial — State usage
# Persons 1 family # Bedrooms 4
4. WASTE TYPES: (Check all applicable):
( ) Commercial or Institutional (x) Dwelling ( ) Garbage Grinder
( ) Non -domestic wastes ( ) Transient Use (x) Dishwasher
( ► Other (x) Automatic Washer
5. SOURCE AND 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: South Forty Water qystem (Bill Williams)
6. TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(x 1 Septic Tank ( ) Aeration Plant ( ) Chemical Toilet
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use
( ► Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use
( ) Greywater ( ) Other
7. 1 hereby certify that4J2aye read a amined this application and know the same to be true and correct.
SIGNATURE %l /S "'� DATE October 15, 1980
0477 Lt � #3, South 4
JOB NAME Subdivision
NO.
JOB LOCATION
BILL TO
DATE STARTED
i
0
DATE COMPLETED
DATE BILLED
L-
JOB COST SUMMARY
TOTAL SELLING; PRICE
TOTAL MATERIAL
Z(i i CLll1(� (K- ' 11 ( i C �1 �` L' f, j� 4BOR
PERMIT # 477 LANCE
TAX
OWNER:
R- :OSTS
LOCATION: Lot-"- - South 40 Subdivision - Edwards
INSTALLER:
SIZE OF TANK: This system is engineer -designed. All requirement
of design to be followed for installation of
septic system; 1,250 gallons tank "OTAL JOB COST
DWELLING:
PERC RATE: one inch/ 14.3 minutes GROSS PROFIT
1500 sq.ft. evapotranspiration bed. LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
Finalized: 11-3-80 By: Erik W. Edeen
JOB FOLDER Product 277 ®® NEW ENGLAND
Printed in U.S.A.
NORTH
/"= 20`
7360
S 89 026 /191 E 54. 60�
7370_ 7
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s
L%.'0
V
,� II I ��\►�t�t_ II►
Ol 11l DllAl
OVLL nviv
7350
L-172.60
4 10002 "27" R = 954. 93�
I
, � G
I
\y� 4PERFORATED PVC
V
W 9�
Nn
1 /
/ A 1�
A /h
/HOLE IOCATION_
4x 4 CROSS
I-1 b�k ;�� 4„ TEE
IL
l PVC 21
/ 1250 GALLON I
SEPTIC TANK
1 h
1
4.
_V4" to ll/2"WASHED ROCK
20"
21.0
--- -- - - r 2/.0'
- 5`8" .f. - 5' 8° J_ 5/ 8" 2.0`
4 'PERFORATED PVC (T YP)
c.`�o��4°$��do✓� ago
�Jl �Il('�11J
STR,W LAYS
S TInA 4 A
3 0"
COVER M/N.
o�0cO0c�o°o p doo:0" .o•pao
(Q�y�
qp °
3/4 to l 1/2" WASHED ROCK
SCALE l= 2/�
/ C"
i ///= = /
iMXF
ii
57RI^W �,Ai'ER '
N.
4 45 ELLS �� A
(IF REDU/RED/ - : • : Q : , : , a-
o° 6"MIN.
�. 77
D"O YO
i
2.0 ..
B'
ECTION11S
SCAL E: l = 2`
NOTES;
1. All work is to comply with the Eagle County
individual sewage disposal regulation dated
October 1, 1973 - as amended.
2. It is recommended that all pipe noted as PVC
comply with ASTM D-3034, SDR 35. Regardless
of the pipe choice, the manufacturer's require-
ments for installation and backfifI are to
be strictly followed.
3. It has been assumed that the 1250 gallon septic
tank as recommended will be a precast concrete
tank meeting Section V Qf. the Eagle County
individual sewage disposal regulations. If a
cast -in -place tank is desired, it will be
acceptable; however the engineer is to be
provided with shop drawings prior to con-
struction.
4. It is recommended )ut not required to provide
the 411.PVC riser as shown. The purpose of
this riser is to provide air to the bed and
to allow for the easy introduction of chemicals
into the bed for maintenance.
0 1<7 �
r
5. Topography and slope calculation interpolated
from the Preliminary Plan for the South Forty
Subdivision by Richards Engineers, Inc. /
Oat. A.•..■lof.■ •
P O BOX C 100 Inter -Mountain 1420 VANCE STREET
'y AVON.COLO 81620 LAKEWOOO.COLO,60215
�••`' /O/.311W REV1, APT/C ;wK LOCAT/QN (303) 949 5072 EngineeringLtd. (303) 232-0158
f 1
L 0 T R— 8 SOU THFOR T Y V �023No
4 E
O' aY SUBDIVISION FILING NOIioi24iaR.o
Checked SEPTIC TANK � SEEPAGE Scale.
M s RED RECOMMENDA TIONS As sN'
m
/or /
APPROX. LOCATION EXISTINU UKuu/v"/
5 %
PROPOSED GRADE
DRIVEWAY CUTS NOT TO EXCEED
A 3:1�rSLOPE RATIO , ],
C.ur� A 16`)pi
-zb 0.,r �•. �... w.j.�:. tee. e!b �.
20, X is so C.M. P.
DETAIL �A��
/
BULL RUN 7350
7360
R= 954.93 i /
S89°26�19E 54.60� L= 172.60 D /00 02'27"
16.57
7370` -- --
SEE DETAIL 1 I
i
—/7
SETBACK LINE
� 25'lilt
0
ll/i�ill � fill,
l 1
h. t iillh/
1SNOW/�SyORAGELn
/' i 1 I GRASS GRASS
J'Al i r
LEACH l l
v I � �u 1„� � * � '' - c• SEE 1 /
IL
FIELD
F /
I
LOT Y�
�'R 8 A 1 Y \■_
IV
6J`o �� ;. . • \ SEPTIC
TANK4e4
-` i I Q
t } _
15 BUILDING SET BACJ LINE.
. /7j ov
BUILDING
WALL /l
y GRAVEL /
FILTER GRASS
V.
VAPOR
BARRIER
DETAIL
Ir
S / TE /NFORMA TION
LOT SIZE; 0. 822, acres 35,806 sq. ft.
_ 4
AREA OF IMPERVIOUS COVER: 5,500 sq. ft.
LANDSCAPE INFORMATION.' DISTURBED AREA
TO BE REVEGETATED WITH REN.TUCK.Y .SLUE GRASS,
ASPEN, AND BLUE SPRUCE
Oats
NORTH
1= 20
Revisions
