HomeMy WebLinkAbout01646 f
GARFIELD COUNT BUILDING AND SANITATION DEPARTMENT
09 8th Street Suite 303
GI wood Springs, Colorado 81601
Phone (303) 945 -8212
N
Q This does not constitute
�
INDIVIDUAL SEWAGE DISPOSAL PERMIT S 1646 a building or use permit.
Owner intone Vagneur _
System Location 17099 Iiwy 82
Licensed Installer _ Tim Heck I r) c -JO e - 2,z „v, 0 } . e l 'fn l ... % %('. t"
• Conditional Construction approval is hereby granted for a gallon
- - -. Septic Tank or _ Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Perc rate of one inch in _ minutes requires a minimum of sq. ft. of absorption area per bedroom.
Therefore the no. of bedrooms 3 x sq. ft. minimum requirement = a total of sq. ft. of absorption area.
• May we suggest: ...CJ/5 /G /i�//��i^ / c' e ( /'rr a r/�v+ �!'J(c ;' l : i, f ;,/ is
L i n, 1
Inspector • I �. �'' .. /%Y .;i, .x.,• �
Date
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•
ing any part.
- . - Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground
surface.
Proper materials and assembly.
.'G Trade name of septic tank or aerated treatment unit. C ' ): .� , ; j
/-4/ !n C ' , ,-, � i ,r1 h [ r
Adequate absorption (or dispersal) area.
�r 7�t'l' t SUN..; '; / /Ib1 'G>♦" !• r. (. .
Adequate compliance with permit requirements.
— Adequate compliance with County and State regulations /requirements.
_ Other ,, �-
Date t /.'� �..r. dcz ' //f /�` a Inspector
C" oe
`ETAI ftt`ITH RECEIPT RECORDS 4 EONSTRUCTION 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 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. 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 I, Petty Offense
(5500.00 fine — 8 months in (ail or both.).
Applicant: Green Copy Department: Pink Copy
i(:
071FF _
AMASS _C4 - V . -v` ` ea 9 1 m •JVEds/
CONTRACTOR
P � f
ADnRESS PHONE oel
•
PERMIT REQUEST FOR: ( ✓) New Installation ( ) Alteration ( ) Repa'r q/
Attach separate sheets or report showing entire area with respect to surro.nding areas, �,
topography of area, habitable building, location of potable water wells, so percolation/
test holes, soil profiles in test holes. (See page 4.)
LOCATION OF PROPOSED FACILITY: County c34,e,C,et o
Near what City of Town : a // .. Lot Size 22 4C ,
Legal Description
y ip
1
WASTES TYPE: Lk Dwelling ( ) Transient Use
( ) Commercial or Institutional ( ) Non - domestic Wastes
( ) Other - Describe
BUILDING OR SERVICE TYPE: R P ir., Lti) (rsC _
Number of bedrooms 3 Number of persons
(V) Garbage grinder ( ✓) Automatic washer (VI
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: WA
GROUND CONDITIONS:
Depth to bedrock: c/„ l: nor.Llr —
Depth to first Ground Water Table:
percent ground slope: / a_
'ISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Z ,, , /e C.
'?.s an effort madeito connect to community system? ,
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(✓) Septic Tank ( ) Aeration Plant ( ) Vault
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use
( ) Chemical Toilet ( ) Other - Describe:
INAL DISPOSAL BY:
( ✓) Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Underground Dispersal ( ) Sand Filter
( ) Above Ground Dispersal ( ) Wastewater Pond
( ) Other - Describe:
ILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ,/o
Page 2
, 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 tio.
Nive,,address and telephone of RPE who made soil absorption tests:
Name, addr ss and telephone of RPE responsible for design of the system: �y /3 e c.('
S L, • / e - L U Sr (�" Sr /1a � L 1
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 permit is subject 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 niy 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. 1 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. �y ry
?ate a /O�� / ti t� Sign�
'LEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY
•
Page 3
Ul
December 29, 1988
Garfield County Building & Sanitation
109 Eighth Street
Glenwood Springs, CO 81601
Attn: Jim McMurrey
Re: Vagneur ISDS
HCE Job Number 8024.001
Dear Jim:
On November 28, 1988 High Couhtry Engineering, Inc. personnel
observed the visible construction of the ISDS at the Vagneur
Residence. The construction appeared to be in general
conformance with the design.
If you have any questions or need additional information, please
give us a call.
Sincerely yours,
HIGH COUNTRY ENGINEERING, INC.
\vv`�
Tim by P. Beck, P.E.
TPB /soe
0 fr
l y r DEt; 3 0 1988 r`
Suite 205, Village Plaza • Glenwood Springs, CO 81601
Telephone 803. 945.8676
6345.8 4.
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FLOOD PLAIN INFORMATION ON THIS DRAWING HAS BEEN INTERPOLATED
FROM THE FLOOD INSURANCE STUDY FOR GARFIELD COUNTY, UNINCOR-
PORATED AREAS, JANUARY 3, 1986 AND IS SHOWN ON THE AERIAL
MAPPING ON WHICH THAT STUDY WAS BASED. INTERPRETATION AND
INTERPOLATION OF FLOOD INSURANCE STUDY INFORMATION PERFORMED
BY IHIGH COUNTRY ENGINEERING, INC.
47Y
TIMO P. BECK, COLO. P.E. # 20630
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`a -
FLOOD PLAIN INFORMATION ON THIS DRAWING HAS BEEN INTERPOLATED
FROM THE FLOOD INSURANCE STUDY FOR GARFIELD COUNTY, UNINCOR-
PORATED AREAS, JANUARY 3, 1986 AND IS SHOWN ON THE AERIAL
MAPPING ON WHICH THAT STUDY WAS BASED. INTERPRETATION AND
INTERPOLATION OF FLOOD INSURANCE STUDY INFORMATION PERFORMED
BY HIGH COUNTRY E INC.
n TIMOTIY P. BECK, COLO. P.E. # 20630
•
• Vogt( 01 m ehInurl .40.12017A1 0171Aw1(S IN
1111 II1V1(Y (OnPDIIIIIS Of A SIV.(( OIS•O%At $7S1(•
Iw11A111D A1112 SDV(Rnl(R 15, I]11, Awe II Al1w(wl I.VS ft At 11 AIURIS
01ste .I S11te ••• ••• •••
Utilising Ae.o•OI nrlladl 100 10 50 _ 115 l0 0 75 10
Srep.1. III or 5111 ••• ••• ,••
5 01, 100_ So_ 75 70 7$ 75 _ 50 ]S, ___
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L p- brd Send rllur or S..b-
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_ 75 , _ 7S 70 10 75 50 7{ __ , _ - - -
II% G /. Ifni l •d s...d tltter In
Solt With • tt
pep. Sl,_•• II.•n CO
Minutes per Inch 100 75 75 15 10 75 75 IS
• Unlined 0, )•.Hall. tined
(.•roi..nspir•llon Sluea
• .1t, Pond, or Sulfate
olsros•l Srtl•. Other than
A1•usol 100 _75 75 15 10 75 25 IS
fiord S.nd rater 60 10 75 15 10 10 25 10
1 In•d tango n•ntpt..liOn
f Itld oe tined Va1••••u •
Pond _ "___ —___ — . .60 10 75 15 10 10 75 10_
PI, Prt.y or pull Ptiwy
or vault 50 10 75 15_ 10 10 75_ 10_
Stptit T.nt., 1 e. •t..ne
Plante, Dosing Lots or
•• •• • •• •• •• ••
(lflurnt (1n.1
10 ID 0 10
bonding Stott — .__._ — 50 w 75 0 0 10 50 to
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• e o l : 7-
i10I3: The mini.... dIst•nce• .bon mho./ shall be ...Inuln.d brl..een the ..... •
cu pon...A And Iht ph7Alc•I f..Iui.s described. tn...e salt geological or otk.r
conditions is ..l.f dle.nce ...Y In repel../ b 1h. let•. board of health
of by Ih. vein. Quality Control Cc.n•nisslon pur.u.nl 10 C.R.S. 1573 75.1.706 In
• t
ord.ncs .Ith the •ntho•Il. p Ibe1 by 1.... and rules •n 'regulation. 1 'regulation. l.e•Ii.enul
of call ...Orlon; for rep•Ir or upg•ading of .•1stlnp sync.• ..bent IM sire of loo
preclude •dberence is these din•nce•, •p•1r•d facility shall not To <los.r •
••1•r supplf ee- T'o..nl. Ib•n Ih. c.l.tin. h 111tH.,.
• (o—don • nl• which • not eater tight should not .t./ Into .r • of the •oot
of n •rb7 Ire., Dl.t. I.
nta •o..n shell not •ppl) "n 1 nl pl.nt• or
• rflurnt line .d,.rs r •cycling Is Pr .liltd.
•• Ironing* .y be permitted .d
ed ..t pip.lines .r. constructed of solf;dent ..... plb
10 eonl.If, fit end,t p ....r.,
• •• Add 8 1..t-.ddllle' 1 41, i.nee for r•ch 100 gallons per d.7 of d..lpn 1po..
ore, 1000 g•Ilons per d•7. .
(18) .
, .$41.0. n" C.....F . $ r1 -. - • "!- - +•e -.... r .,1 .... 7tl T'arw.v !.
``ar
DESIGN FOR AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM
PREPARED FOR WAYNE AND LOIS VAGNEUR
PREPARED BY HIGH COUNTRY ENGINEERING, INC.
JOB NUMBER 8024.001
AUGUST 19, 1988
0U111I IpW/00� Mw
0. 0111 eh :44:4e0 161.10r AA
206301$
oninimmoo
Suite 205, Village Plaza • Glenwood Springs, CO 81601
Telephone 303 - 945.8676
. ...._ ; ;,i,3- n7ir Z. ti :� N �L a Vim' q
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1 ` LAAS WANT "s' A-r o uTLETs
•ro / ✓fi n . /5 to ZS Crivk . or NagD
r-
p� STRr V1 / ON Lug ES IN MpUNQ:
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To Pot' C/MMf8e72,
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LINES - 3 O.C. SEC. fa Aga.. 6 volt- DFJ AILS
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Ftou Ik A*uo TNr S4
1 Gen 0 N ' j P oF. -1h47.
4 or6
• • f /4TMR MIMIC oR. STRAW OR MARSH KAY SLAY FILL ON TOPSOIL
.
MEDIUM SANO FILL • 1" PERFORATED PVC PIPE
•
B,9SEWFAZ 9 /2ff9 3�� � H � �/� -
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It. f'�ss' I� 0 6" TOPSOIL
111 {� �tfi 1� IV /0 / !i= {fb�` =- I .:1 I. - .. {=
PLOWED SURFACE 1 1 L i1 CREENEO (LEVEL)
I mg, R $ 1 AJ( #4 steve" CROSS SECTION A -A
50 -100 „ t 25
O ^
0 If /, # d o h 2" PVC PIPE FROM
PUMPING CHAMBER • l e �, `v /
Z•4.' i D D. / ' A / /NC
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i \9 - SEEPAGE TRENCH 111:11'1 I ",. "`Q iI N9
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- PLAN VIEW
• /✓o Se46K
FILL SYSTEM FOR
PERMEABLE SOILS WITII HIGH WATER TABLES
. 506
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- T 1 / /PR VENT .
m int hem Ir
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DOSING TANK ARRANGEMENT
(NOT TO SCALE)
MANHOLE SHALL BE OF WATERTIGHT CONSTRUCTION.
Are- : -2,07 5wzrcht 2:mi ~-n/selovs 4r
A692 . on/ 74 CO/V A 4 , .4/9Z-- .
•
•
•
•
Some one must be on the job
at time of delivery to help
i TOP VIEW our deliver, or we will vend
• i
I an extra man at 810.00 Hr.
Thank You
1! 8'3"
1 - - - - - - - - - i - - - -i
1 1I
11
• 1 20" I I 20"
1 dia. 1 1 ( 'sip.
II
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11 1 .
1 I
L -- — — — — — — —II — — — — --I
20" 4" 20"
opening Pegg
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a.. .a • a ' • a , v '' A
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a a O I d ` 151
a p
4
e
4,1" .
i inlet 4 a' 4
b d 3"
a w
s oi
r „ •r6 " o f f bot. C
.
3"
SIDE VIEW
Model D.Z. 1000 !Water'Cistern.1 ' Compressive Strength 4,000 P.S.I.
Concrete bottom & aide walla reinforced with 6-6 10-10 mesh plus 4-3/8 rebar in '
bottom. Top reinforced with 6-6 6-6 aeah & 6-3/8 rebar.
1 Digging Specs: 6' 8" wide x 9' 6" long. From outside bottom to the center
of inlet hole 4' 1 ". Side inlet & outlet 15" from end.
COPELWD CC4C2STS, IHC. ... .
28803 US Hv7 6 Rifle, CO 81650 Phones 625 -1112
Drawing page i7