HomeMy WebLinkAbout01552 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 ta' 1552 a building or use permit.
Owner \ . : ^�, I�1:lt, t_ ,t ) ..Icr •
pp
System Location if 1
)
Licensed Installer__ —_ ( i _
• Conditional Construction approval is hereby granted for a r (- (J gallon
_ —
/Septic Tank or _ Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Perc rate of one inch in .5 ? _ minutes requires a minimum of ��! sq. ft. of absorption area per b m.
Therefore the no. of bedrooms x sq. ft. minimum requirement = a total of sq. ft. of absorption area.
May we suggest: 1 a. (, ^' 7s i t' r i }y h t-{ I 1 i
Date 7 1(- 11- 1 _ Inspector r • L , '. ., A �.
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.
( 2 / .� ' Proper materials and assembly.
t
(') / A Trade name of septic tank or aerated treatment unit. Doc S h �h r' i y , �/. t(
C ^ ) LK' Adequate absorption (or dispersal) area. /C <dt t l _ ,PA /. p C- /e �
1 11 _ Adequate compliance with permit requirements.
l/BP I )C 4 / [c in cfct
/ -- Adequate cornpliance with County and State regulations /requirements.
_ Other ye Date •52 / 2 � Inspect/ ' - (^
/// RETAIN WITH RECEIPT RECORD& CONSTRUCTION SIT
V
'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
($500.00 tine — 6 months in jail or both.).
Applicant: Green Copy Department: Pink Copy
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by
OWNER /7/011.-i�10 GAP County Official:
ADDRESS .4S2oo e 6,4,�,v, /ft/4W a fad / IHONE Sys -z-nK »
CONTRACTOR_ Pa'giti.i c& ,t,4/ak4j . J// /0por(-
ADDRESS 909 SST 6z Ave J'67t//7t -0! L2/CHONE fl7
PERMIT REQUEST FOR: (,Z New Installation ( ) Alteration ( ) Repair —
Attach separate sheets or report showing entire area with respect to surrounding areas,
topography 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 c 4V/ zzp
Near what City of Town aL a)Vav49 c 4V,V( S Lot Size 2. 2/4%415
Legal Description 4147 $cV ') T T1Js✓w5 / //P 7511!1176 ll3i G C- 8/ L/e3rT P
�;i'Gr ti f*NC/1 t meziraA/
WASTES TYPE: ( ) Dwelling ( ) Transient Use
(X___) Commercial or Institutional ( ) Non - domestic Wastes
( ) Other - Describe
BUILDING OR SERVICE TYPE: 17/1if/q//Jl/ "ref 1 %;621.2Wa' GSA/`17n—
Number of bedrooms Number of persons
( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (A) well ( ) spring ( ) stream or creek
Give depth of all wells within 180 feet of system: ND,da
If supplied by community water, give name or supplier:
GROUND CONDITIONS:
Depth to bedrock: i(/07 MVC0y%/14t , Ge/7BD/0.1/63
Depth to first Ground Water Table: NDro/tonfpliv0> Wit/Aid
Percent ground slope: j/lr7t/61S
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: S'y/cE,S
Was an effort made to connect to community system? f / 5 3 " T p t
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(_$. Septic Tank ( ) Aeration Plant ( ) Vault
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use
( ) Chemical Toilet ( ) Other - Describe:
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? /I/O
Page 2
R
4
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.
Nance, 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 permit ts 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 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.
Date Stir- Signed At..za /46 � sr ?Lan za
fietiato
PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY
ODA/NT - DO' )
64- ewtJ .
57/l/i✓6.1
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Page 3
PURCHASE ORDER P.O. # DCB - 41 79
7X18 NUMBER MUST APPEAR ON YOUR INVOICE
denver commercial builders, Inc. OR IT WILL BE RETURNED UNPAID.
/ ln ��_ / yy �y ,' SERVICE AND /OR DELIVERY TO BE COMPLETE NO
ISSUED TO:
('�' �{/ {�/ 7�(,��,�/ LATER THAN
T j
(DAT )
ADVANCE NOTIFICATION WILL BE REQUIRED OF
ANY DELAY BEYOND THIS DATE �j
MATERIAL WITHIN BUDGET? �7S
JOB/DELIVERY /DELIVERY
LO yfiaft 5
C: ��lf ������a�f''�Kl DOES ORDER PERTAIN TO CO I / i
/// , /�/� OR BACKCMAROE? /•
o IF CHECKED, THIS IS A CONFIR OF A VERBAL O O R DER, DO NOT DUPLICATE
DESCRIPTION OF ITEMS /SERVICE ORDERED AMOUNT
Pr�24' /r" Pezn f / T/- &t5
5 6- tC ,71,4 JZ. 1,c " (* " 717n / /CD, O
/a0'/y2- DELIVERY /JOB SITE LOCATED IN
) ,/ USE %TAXES
JOB /AREA: if `l PHASE: X( , ON MATERIALS AND /OR SERVICES WHERE APPLICABLE: •
INVOICES SUBMITTED AGAINST THIS PURCHASE ORDER IN EXCESS OF THE TOTAL AMOUNT STATED WILL
NOT BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED BY ISSUANCE OF A WRITTEN CHANGE ORDER. THIS /CO , e.)
PURCHASE ORDER IS ISSUED SUBJECT TO ALL TERMS AND CONDITIONS ON REVERSE SIDE.
ALL. INVOICES MUST REFERENCE THE P.O. NUMBER TOJNSURE PROMPT PAYMENT. .. TOTAL AMOUNT
SPECIAL INSTRUCTIONS:
/ SUBMIT INVOICE TO:
ISSUED BY Jam'^
(OOJ (an y DENVER COMMERCIAL BUILDERS, INC. r -,
909
THIS PURCHASE IS NOT VALID (MUSS APpROVED B OW 909 EAST SIXTY AVENUE
ApP ,,¢¢�� DENVER, COLORADO 80216
APPROVED BY: i ����T4�► / ___ o /. (303) 287 -5525
1
'40 APPROVAL REQUIRED IF AMOUNT OF TA PURCHASE ORDER IS
,ESS THAN 5200.00.
•
To cA"'
Date Time //r ` //
WHILE YOU WERE OUT
Name &
of �� . &ix*-n, 154
Phone 5
Telephoned Please Call
Returned Your Call Will Call Again
Wants To See You RUSH
Message 4941 • 1-°1-t'
.9.S./9.P ,/
OPERATOR
395-51-06-0013 Printed Sy Division of Central Services
-,
SCHMU(SEN C1( JN MEYER . � 1 ". 1512 ( D AVENUE, SUITE 212
-__ /
1 1`, GLENWOOD SPRINGS, COLORADO 81601
(303) 945.1004
\i f CONSULYINC ENGSNE(RS { Sunv(YOas/
January 29, 1987
irivc
!`; JAN 3 0 1987
Mr. Mark Bean, Director of Planning L -- - - - - --
Garfield County Courthouse Gr,hFIELU COUNTY
109 8th St.
Glenwood Springs, CO 81601
Re: Denver Commercial Builders
Special Use/Building Permit
Dear Mark:
The purpose of this letter is to address the condition of (Item No. 4,
The Resolution 86 - 148 with respect to sewage treatment at the above
referenced project; also to summarize the discussions that have been
held over the past several days again a:neerning sewage treatment.
Only Building 2, which is the most southerly building will be connected
to the existing treatment facilities. By prior subdivision approvals,
the maximum contribution from this building cannot exceed 160 gallons
per day cc 4,000 gallons per month. Building 1, which is the most
northerly building and which contains the bunk house area, will be
connected to a separate on -site septic system. Further provisions of
the design concept are as follows: (1) the nature of Building 2 will
be such that the number of tenants and type of tenants will vary over
time. Because of the use restrictions Dor the building, the tenants
will generally be low wester - using -with day employees. , In order to
measure water use, and therefore indirectly sewage production, Building
2 will be provided with a separate water meter. (2) Building 2 will
be plumbed so that the southerly 40% or approximately two tenant spaces
can be transferred from the existing treatment facilities to the
on -site disposal facility in the future should sewage production exceed
that allowed. Sewage production would be based on water meter
readings. (3) Building 1 will have a separate water meter installed.
While this meter is not required by the county, it is required by the
homeowners association for water billing purposes. The meter may also
be used in the future as a basis for measuring the contribution to the
on -site disposal system. (4) The on -site disposal system will need bo
be designed on the basis of full time occupancy of the lank house area.
Because of typically only part -time occupancy, that design will be very
conservative.
It is not proposed to construct the - an -site facilities bo acoanodate
the potential for future contributions from Building 2, rather bo
reserve an area sufficient to aceanodate future connections Pram
Building 2 if sewage production exceeds design levels.
1 ,
Mr. Mark Bean, Director of Planning
Garfield County
January 29, 19 87
Page 2
Design flows for the Proposed construction are as follows: (1) As per
Garfield County Individual Sewage Disposal System Regulations, six bunk
house
of one toilet gallons per day per occupant (based on a fixture
g per eay, one satwer.8t gallons per day, one lavatory at 8.4
g 4.4 gallons per gallons per day, one kitchen sink
al4ons per day for aour done disposal at 1.4 gallons per day) and 60
total average day flow is y therefore 390 1S gallons per ayy th The
design flow is 585 gallons per day with a 8 reduction or' the 117 a daily
per day, for low water use facilities. (2) Building 2 is all gallon0
gallons per day. This is equivalent to 11 day og 160
per day each. It should be pointed that Y s bees at 15 gall are
assumed to be on the premises for a full day. day
efore, employees are
may be considerably more than 11 employees day Therefore, there
who would be an the premises for and short t a ssociated with Bei 2
y a
therefore would not constitute a l dyempol y en. the and
f
producing processes which do full a
from the °��' on site would obviousl � water
total water use available to day employees only surf
the allowable number of employees in the structure. yard therefoore
ct
Based on experience in the area, it is anticipated that an adequate
percolation rate can be obtained on the property for a standard septic •
•
tank/leach field system. Because of the significant side
until that work p is t not reoomnended that percolation to
t will be seen completed. If inadequate pert rates are found then ?
system designed ar 6 site. e engineered mound or evapotransporation
off the northwest corner of Building 1 proposed location for the system is
I trust that the above information is sufficient for your office bo
issue the necessary permits for the proposed construction. If
additional information is required, I would be i
you. I believe that the approach to sewage treatment thr�th the pro
it to
construction outlined above is both reasonable and Found
like to thank you for the time the County staff imitable. I would
Developer in working out the solution. spent with the
•
Respectfully submitted,
I
SCFIPYJESER �RDCN I'EYER, INC,
1
_... ,
':• W Gordon, P.E.
' resid: nt '•
DWG /6192/kd ;:
xc: Mr. John Barna, Denver Commercial Builders