HomeMy WebLinkAbout4626 Brush Creek Rd - 210900000006EAGLE C ,STY DEPARTMENT OF ENVIRONMEt .L HEALTH
AIT MUST BE POSTED ON PROPERTY Box 811 6th & Broadway PLEASE CALL FOR FINAL INSPECTION
Eagle, Colorado 81631
PERMIT O 3�� (this does not constitute
• a building or use permit)
Owner ADAM' S RIB RANCH
System Location 4626 Brush Creek Road
Licensed) install€r• Owner is responsible for installation of septic system
* Conditional Construction approval is hereby granted for a gallon
XXXX Septic Tank or Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Perc rate 1 inches in 10 minutes 600 sq. ft.
absorption area per bedroom 200 sq. ft.
# of bedrooms 3 x 200 sq. ft. minimum requirement
1,000-1,250 gallon septic
tank with
600 sq. ft. leach field
May we suggest
Date August 23, 1979 Inspector Jo Ann Deighan/ncm
FINAL APPROVAL OF SYSTEM:
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.
't/� Septic Tank cleanout to within 12" of final grade or aerated access ports above grade.
Proper materials and assembly.
JZ Adequate absorption (or dispersal) area.
Adequate compliance with permit requirements.
Adequate compliance with County and State regulations/requirements.
�%/�+ e `�
Date MInspector /•�'; f
ETAIN WITH RECEIPT RECORDS AT. NSTRUCTION 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.
3. Section III, 3.24 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
►,-#.h
ENVIRON14FNTAL HEALTH
V BOX 850
PERCOLATION TEST FEE EAGLE BOX 850 81631 PERMIT FEE
$50.00 525.00
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
NO
NAME OF OWNER: � r� ��� PHONE 320 - 7 ?S/
ADDRESS: 3
NAME OF APPLICANT : z- PHONE'
ADDRESS: 0 -
DESIGN 'ENGP,.. FOR SEPTIC (if n essarv) :
ADDRESS: PHONE
LICENSED INSTALLER: ��(,y'yC�%tJ �jyt�j�� PHONE
ADDRESS:
IS PERMIT FOR:
( k�' New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED FACILITY:' County M-S Lot Size
City or Town, if within City or Town Limits
LEGAL DESCRIPTION:
WASTES TYPE: (hj Dwelling ( ) Commercial or Institutional
( ) Non -Domestic Wastes ( ) Transient Use ( ) Other
IS SYSTEM DESIGNED FOR 2,000 GALLONS PER DAY OR. LESS? (k<yes ( ) no
BUILDING OR SERVICE TYPE:
( ) Garbage Grinder ( Automatic Washer
Number of Persons ?,t-
Number of Bedrooms
( ) Dishwasher
SOURCE AND TYPE OF ?STATER SUPPLY: ( ) Well ( ) Spring; ( )Stream or Creek
(live depth of all wells within 180 feet of system:
If supplied by community water, give name of supplier:
GROUND CONDITIONS: Percent: Ground Slope:
Depth to Bedrock:
Depth to Groundwater Table:
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(
vj
Septic Tank
(
)
Aeration Plant
(
)
Vault Privy
(
)
Composting Toilet
(
)
Pit Privy
(
)
Incineration Toilet
(
)
Grey -water
(
)
Other
Chemical Toilet
Recycling, Potable Use
Recycling, Other Use
SOIL PERCOLATION TEST RESULTS: /d Minutes per inch in Hole No. l
/d Minutes per inch in Hole No. 2
!D Minutes per inch in Hole No. 3
IMPORTATIT t t t
APPOINTMENT FOR. FINAL INSPECTION MUST BE MADE PRIOR TO COVERING BY CONTACTING
THE INSPECTING ENVIRONNE'NTAL HEALTH OFFICER. REFER. TO PFRTIIT NUMBER... NO
APPROVAL WILL BE GIVEN ON ANY SYSTEM TJITHOUT FINAL INSPECTION.
TOLL -FREE NUMBERS
328-7311, Ext. 238 (Eagle area)
949-5257, Ext. 238 (Vail area)
927-3823, Ext. 238 (Basalt area)
(OVER)
\ r ►' I 40
A It
P.TM 4t
ICL.' ` • .
- - L
PERCOLATION TEST
FEE: $50
APPLICATION NO. 17sd
OWNER:
LEGAL DESCRIPTION:
RURAL ADDRESS: �, �,� / 4~�✓ C �-
TYPE OF DWELLING : �//z ��x_. P� # OF �5DROOMS : L
DATE OF TEST: - 2, - /% lj /• °"7,q/,�,TYPE OF SOIL:
TEST HOLES PRESOAKED: YES � NO
TIME
WATER DEPTH
INCHES OF FALL
RATE
1
2
3
1
2
3p
1
2
3
1
2
3
//
/!% /`
y
i/ N
D D
/fie
lo
3/'f
/53/1
16 —/ 4
Oc.
, .
/4
ly
4
41170
/ //
/
/V
-z0
/ D
a
(�
H 14
l
//z
I
F
/ 13P' k
PERCOLATION RATE: ! TANK SIZE: /Q QQ d ✓/�, S7�
SQUARE FOOTAGE PER BEDROOM: _r-�0Q LEACH FIELD SIZE:
Site has been reviewed and tested for percolation rate.
We recommend: APPROVAL DISAPPROVAL
DATE: c
E G COUNTY
,01IRONMENTAL HEALTH OFFIC
I
57 5 I1unaned sand, loam-Unnumr�4 stony sarl+r loam Complex, hilly
Thoso hi 1 i su1 is ar,i o�; a ll'iviu I fans, terraces, and terraco odf-es at
of uvations of 6000 to 7000 fe 't . Tito avr;ra 7,o anrrua l precipitation is about
14 irichos, the mean annual air tempura+,uro is about 450F., and the avemfre
frost: -free period is about 110 d,tys. The unnamed sandy loam soil occupies
th- s 1 i r_lit ly concave parts of the landscape. It makes rp abo•.t 55 percent
of tf unit. The unnamed st- ny san'ily loam soil oocup'es the slightly convex
posiions. It makes up abo,it 45 pnrcont of the unit.
Tho unnamed sandy loam soil is morlorately deep an-1 well rPained. It
fomid in mixed minerolopy alluvium.
Tynically the slrrface layer is &.-k prom) sand.- loam abo'it 6 inches
thick. The subso! 1 is brow,, oobbly san-i,., clay loam about 7 inches thick.
The subst -atum is -era cobbly sand;, loam that parades into sand, Rravel, and
cobble at depths between 20 and 40 inches.
Permeability is rapid. Effective rooting depth is 15 to 25 inches and
the tivailahle water capacity is 0.12 to 0.14 in./in. Surfr►co runoff is slow
and thrr erosion hazar;t is slight.
The unnamed stony sand;; loam soil is moderately deep and we Li drained.
It formers in mixed minerolopy al iuvium.
Tyhicaily the s,irface layer is dark brove, stony sandy loa- about 10
inches thick. The subsurfa,!e is brcwr stony sandy loam abed►: 12 inches think.
This grades into sand, cobble, and stone at depths between 20 and 30 inches.
Permeability is rar i d. Effective rooting^ depth is 15 to 25 i-ches and
the available water capRnity is 0.07 to 011 in./*,n. Surface runoff is slow
r
Hap Unit No. ;,'i►,', 57F
SOIL CHARACTERISTICS
Depth to Bedrock :
moderately
deep over sand,
gravel, stone
Texture
Surface :
srndy loam,
stony sandy loam
Subsoil :
f-ravelly sandy clay loam,
sand and gravel
Substratum :
stony sandy
loam, sand and
gravel
Unified/AASHO Classification:
SM, GM, GW;
A-4, A-2, A-1
Permeability (below 2 feet) :
ranid
Percent Coarse Fragments
(gravel, cobble, stone) :
5 to 10% in
surface; 20 to
70% below
Soil Reaction (pli) :
7.9 - 8.4
Shrink -Swell Potential
low
Potential Frost Action'
(surface)
low
Flood Hazard :
none
Hydrologic Group- :
B
Corrosivity - Steel :
moderate
- Concrete :
low
DEGREE & RIND OF LIMITATIONS
(0 is Slight, M is Moderate,
S is Severe)
Septic Tank Absorption
Fields : S - large stones ++, steep slopes
Sewage Lagoons : S - steep slopes, seepage, large stones
Sanitary Landfill - Trench : S - seepage, large stones, steep slopes
- Area : S - seepage, steep slopes
Shallow Excavations
Dwellings w/basements
w/o basements
Local Roads and Streets
SUITABILITY AS A SOURCE OF....
Daily Cover for Landfill
Topsoil
Sand
Gravel
Roadf ill
OTHER SOIL FEATURES
: S - large stones, cutbanks cave, steep slopes
: S - large stones, steep slopes
: S - large stones, steep slopes
: S - large stones, steep slopes
: Poor -
seepage, large
stones, steep slopes
: Poor -
large
stones,
thin layer, steep slopes
: Fair -
large
stones,
steep slopes
: Fnir -
large
stones,
steep slopes
: Poor -
large
stones,
steep slopes
•+ Rapid permeability may cause a pollution hazard.
"ADVANCE COPY SUBJECT TO CHANGE" NOT TO BE USED IN PLACE OF ON-SITF. INVFSTIGATION.
-2-
Those so; is n "O used for ranr- bind. Thoy havi severe limitations for
url,ari devrlopm^nt d'le +,o stoniness and slopo. Ir on -site .:swam lisposal
throurh sopti_c tank leach fig►iis is attempted, around water may he polluted.
and Cnpabil'ty Units A
Ranro Sites Loamy Slopes
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