HomeMy WebLinkAbout01859 A ci A , r 7 a rir M . c.ym,. . mk+,,, t1%! ai " Otr. %' *PM, 40 .e a 'IV -. 4/Pit..' .. e p'.. :,..y rti
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 8th Street !Suite 303
Glenwood Springs, Colorado 81601
Phone (303) 945 -8212
.
This does not constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT 14 1959 a building or use permft.
Owner _FeS1t 3 Mountsin Ranch/Richard D. Craig
,b.
System Location/ / New Castle •
Licensed Installer — � owner
Conditional Construction approval is hereby granted for a 74 0 gallon
k - Septic Tank or _ _ Aerated treatment unit.
Absorption area (or dispersal areal computed as follows:
Perc rate of one inch in a. (.) minutes requires a minimum of sq. ft. of absorption area per bedroom.
Therefore the no. of bedrooms 2 x '~ sq. ft. minimum requirement = a total of <70 () sq. ft. of absorption area.
/2'l( /, /' r., 4 ( RC14 C e.c1
_r r , / rl r � L
f' r /, r r 7 n 0 nj �
May we suggest: n� ` y r t YA 2; n 1' -_ 1 Z. •
i �-
Date ' ` 1 J - ) ,_- i / . Inspector `.. --^na cr)
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 cover•
l ing any part.
/p 0 0 - Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground
surface.
Proper materials and assembly.
Trade name of septic tank or aerated treatment unit.
.2 2 dequate absorption (or dispersal) area.
/l
-.— Adequate compliance with permit requirements.
Adequate compliance with County and State regulations /requirements.
p�
Other ..
Date p ".' —2 0 — N.
N. — Inspector _ __� >s !� — `.
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
'CONDITIONS:
1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems
Chapter 25, Article 10 C.R.S. 1973, Revised 1984.
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 y the Building and Zoning office shall
automatically be a violation of a requirement of the permit and cause for both le al action and revocation of the permit.
3. 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 contained In the application of permit commits a Class 1, Petty Offense
($500.00 tine — 8 months in (all or both.).
Applicant: Green Copy Department: Pink Copy
'• Application
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by
,p � II County Official:
Ca OWNER `adc M-& f -'C it,N and 1D, er a t
ADDRESS V. 0 , (RD )C 8 9"? Fc%W arc), CO PHoNE/o3 -924 /039 / S O.
CONTRACTOR S4 in E. ?163.2.
V`
ADDRESS PHONE
PERMIT REQUEST FOR: X) New Installation ( ) Alteration ( ) Repair
Attach separate sheets or report showing entire area with respect to surrounding areas,
topograph of area, habitable building, location of potable water wells, soil percolation
test holes, soil profiles in test holes. (See page 4.)
LOCATION OF PROPOSED FACILITY: County a r c
Near what City of Town He*. raj 4 cSr Lot Size F3 3 c✓ eS
Legal Description 2'/v sec 6 re wnsi it (, .So u4N , Pan; c %/ w *
o f kc_ 6 " 2 M• sec d
WASTES TYPE: Dwelling ( ) Transient Use
( ) Commercial or Institutional ( ) Non- domestic Wastes
( ) Other ^- Describe
BUILDING OR SERVICE TYPE: 'y� w t I i � n
Number of bedrooms �° Number of persons ,2
p./ Garbage grinder ()Q Automatic washer j)<1 Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: well ( ) spring ( ) stream or creek
Give depth of all wells within 180 feet of system:
If supplied by community water, give name or supplier:
GROUND CONDITIONS:
Depth to bedrock:
Depth to first Ground Water Table:
Percent ground slope:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to community system?
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
aQ Septic Tank ( ) Aeration Plant ( ) Vault
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use
( ) Chemical Toilet ( ) Other - Describe:
FINAL DISPOSAL BY:
( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Underground Dispersal ( ) Sand Filter
( ) Above Ground Dispersal ( ) Wastewater Pond
( ) Other - Describe:
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? /'YO
SOIL PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.)
Minutes per inch in hole No. 1 Minutes
per inch in hole No. 3
Minutes per inch in hole No. 2 Minutes _
per inch in hole No.
Name, address and telephone of RPE who made soil absorption tests:
Name, address and telephone of RPE responsible for design of the system:
Applicant acknowledges that the completeness of the application is conditional upon such
further mandatory and additional tests and reports as may be required by the local health
department to be made and furnished by the applicant or by the local health department for
purposes of the evaluation of the application; and the issuance of the pernift to
such terms and conditions as deemed necessary to insure compliance with rules and regulations
adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies
that all statements made, information and reports submitted herewith and required to be
submitted by the applicant are or will be represented to be true and correct to the best
of my knowledge and belief and are designed to be relied on by the local. department of health
in evaluating the same for purposes of issuing the permit applied for herein. I further under-
stand that any falsification or misrepresentation may result in the denial of the application
or revocation of any permit granted based upon said application and in legal action for per-
jury as provided by law. n
Date Signed (21-0 ' u • 0
PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY
3' A + + ac&cJ 7t0+
•
Page 3
PLOT PLAN AND DESIGN FEATURES:
Include by measured distance location of wells, springs, potable water supply
lines, cisterns, buildings, property lines, subsoil drains, lake, water course,
stream, dry gulch and show location of proposed system by direction and distance
from dwelling or other fixed reference object, and additional submissions in
support of this application such as data, plans, specifications, statements and
connitments.
Page 4
'•
1 ' ,
RC. I PO MN u[ TO IN Ca
• RC .t 70 Rely
. . Y 04' 1 /'0741
t1RR
1'1
MC 104e •
774 RC 1 iR 14114
03.001 ACRES '/' LIP EMIT 01t'4
I. 1 1441)4104 107.4)
L t Or 41'11% 0 07
1 I•01'I11 • 1110 .14,.. Y
• 14 4441444 4110
L 1 M•11'11'[ Nnt
• L 4 44 41.04
. 1. 7 WnYIC'I 74 t1 d
1 4 10 w)4 0 1. e
14 470'0'/ N 4) 71..
11t 10 W11'IYI N.N 0 \ a
L 11 1rU'4l'( 40.44
• \`
L It 44.01'41'4 14.0 1. a ' „ VASE 4 HINDS
L 1 Irian 04 % L1
L 14 1•0414'4 7040 P DITCH
- ie. L 14 14410'04 104.41 m
j 1
I. 0 11
It 10 . 01 '04'4 .14 r
1 11 41 11.14
40 J ® 114 I'11'%'[ 77.44
�• 1 11 4P4'14 104.41
• L 10 41'4040'( 11.17
-4 SCALE 1' 4 300' L 11 41.10'16•4 10.04
L t) 4)17'06'4 110.0
L 41 470'1'( w 7 1
Z L N 47 174.44
441 L R 44 41.44
.
7 L R 14 14.44
L ET 41.14'14'4 )1.
1 40 41411'14 44
41
-- 1 % 44
Tr Si 74 ..
'�L 110 74 p -41 1.11
• CO" L 11 141044'4 WO
• L N e•10 140.%
0 •.t 1
4 . 110
/7 1J1
M( an /� 0 A VC 40
44 INTR I 1Q(} .4. '•1
1 IRC.17
44 4/ 14'1 % Lt)
01111 004 14
7* ANSI DIR MO WPM POP PCP 440,11/41 %4.4 7
0 1 01•11'11' P40.10 1 %.111 • 44.17 144.11 0 71414111111 141 Vt-r 440
t 10-. 101{111 L01 111 flCY 11 IMO 01 •IM IWO 11 n. L% 1 81 MAIM MI 1M/1W 10 A RM140 W C0R'lI V W M 817 LIM W RC. O. Ki
111 a emcees IIIC NT L0 11401 ����pp�Yl������ 77��ppp4l/7����qp1..{{ryYlN0 LN7 77.40 Y.C.
• * tuat�d etep {.�r� 4®I MLtIY the t� i! -wsy Section
Bean l y ir as coK ted� ard s
D t t rl y ot s y o trly line o�2ea1Section °' a tract northerly Miors completelyyr ri ea es`vfollow :`o ee v.s. H3chway 1'w. 6 a.
Beginning at a point on the weeterly line of said Section 6 as ! (at its Intersection
S w e i � thh the 6Ceentter ine or the Were and Hinds Ditch, whence the Northwest Corner of said
N 00 2395.98 feet; thence along the centerline of said ditch an the following
SS 5 E 107.49 feet; thence 8 82 "E 29.07 feet; thence N 82•03'35" 2 51.90 feet;
83 14'59" E 46.99 feet( thence 9 64.93'48" E 94.42 feet; thence 8 48.29'94" E 91.06
89•31±W' 76.99 feet; thence S 90'40'37" 2 86.44 feet; thence 8 40.58 "95" 2 69.49
f eet then
$ 56'18'18" W 98.34 feet; thence 8 72'19'92" 2 98.02 feet; t N 84'09'48" 2 178.88 •
f thence
113 8 2 105.88 feet; thence N 88'50'46" E 70.40 feet; thence N 85'20'22 E 106.51
N 64'01'04" 2 147.51 feet; thence N 81 2 71.94 feet; thence S 82'33'90" E 77.58
feet; •24'n7 e E 105.42 feet; thence 8 57'46'20" 2 91.13 feet; thence 8 41'50'16" 2 189.04
$
feet; '17 2 182.27 feet; thence S 50 E 65.76 feet; thence 8 57'02'43" W 175.44
feet' thence
S 44'4¢'12" E 91.02 feet; thence S 48'48'42" E 96.46 feet; thence departing said ditch
centerline S 41 36'34" W 33.26 feet; thence S 41'36'94 W 74.74 feet; thence S 76'16'18" W
51.74 ft' thence
N 74.49 W 57.41 feet; thence N 45'10'24" W 63.88 feet; thence N 05'30'51" W 126.36
feet' thence
• 7 g point
right-of- -way of 284.57 feet; t. Hi t N27
No. 6'e� alorg noittherlyright -o northerly on
the following courses;
12� 32 feet along the art of as non V tangent curve t000c�pphh 6 left y having a cen le of
3 containing 82 O29 44 2745.389 fee along sa w line beginning,
ing
•