HomeMy WebLinkAbout02201 J 1 w f R
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r r * GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N. 2 2 0 I
109 6th Street Suite 303 A is Parcel No.
_ -- Glenwood Springs, Colorado 81601 ` *
Phone (303) 945.6212 _
This does not constitute it
INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. j
PROPERTY
Owner's Name
Western 14,11e Northern P.O. Drawer 368. Glenwood 945 -8672 t
Present Address Phone_ I t
3794 County Road 109. Carbondale i
S Location
Legal Description of Assessor's Parcel No.
i
SYSTEM DESIGN t
(
J t) 0 0 Septic Tank Capacity (gallon) Other ' i
8 -9 persona 1
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
t
Required Absorption Area - See Attached t
Special Setback Requirements:
Date Inspector , . G , r, 4, ' . '^. I �(
FINAL SYSTEM INSPECTION AND APPROVAL (as installed) S ,..---/ro t (.0 n,. 4
Call for Inspection (24 hours notice) Before Covering Installation , k r n'1 . '_ - ,)) 1 %. •
System Installer 71' .!'1, en-4- )4i 47 ! ' r �_��
,
Septic Tank Capacity 4 n 0 c) .YO
/�'
Septic Tank Manufacturer or Trade Name ` -. ;f�� ' r f'i1/`, ,^I I
Septic Tank Access within 8" of surface Y°'
Absorption Area / r X 1 - Re- -r e 4. r1.& 1-3 r-4
i
Absorption Area Type and /or Manufacturer or Trade Name /� r 6 C. t( I Le, ,
Adequate compliance with County and State regulations/requirements 1.--- i
4
Other /1\/
Date y "") 7 '/ Inspector r C 24 J 0' -i c
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE (
4,
•CONDITIONS:
1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 4
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. Con - } y
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or 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 1
variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense (5500.00 fine — 8 Q
months in Jail or both). Lif
C
Applicant: Green Copy Department: Pink Copy
i Application
s' INDIVIDUAL SEWAGE DISPOSAL SYSIFII AI'1'LILAI1011 Approval by
-- - - -- - County Official:
OWttElt VH F 1�VOBrL� hlORake.Ca_ _ • —
ADDRESS go. WF l 5 -8 4
� 3(43. G�CI;,.IkrX�_ S Coi'IIUIiF '946 5o
CONTRACTOR SOMAS - --- _ --
ADDItESS PRONE
PERMIT REQUEST' FOR: ( &) 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 lest holes. (See page II.)
LOCATION OF PROPOSED FACIL11Y: County _ &prizekEt_v ____ _
Near what City of Town ( � Lot Size - _f
Legal Description SF-c. 13 , TT--7; 1 1? eoi ---.-----------_ --
WASTES TYPE: ( ) Dwelling ( ) transient. Use -
(� ) Couunercial or Institutional ( ) Ilon- domestic Wastes
( ) Other - Describe - - - -- - -- -- -
BUILDING OR SERVICE TYPE: OFFic_€ 13bilt
Number of bedrooms NA - _` ' Plumber of persons
( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (.X) well ( ) spring ( ) scream or creek
Give depth of all wells within 1110 feet of system: ��A �t1ErL E IS - IYxi -
If supplied by community water, give name or supplier:f,J�f} _ _4z°
GROUND CONDITIONS:
Depth to bedrock: > - - - - - -- - - - -- ' - -- -
—
Depth to first Ground Water Table: _ > - ® e __ - -- - -� - - _ - - --
Percent ground slope: 4 - � - ---- __- - --
DISTANCE 10 NEAREST CONMUIIIlY SEWER SYSILM: 5 _Mr�
Was an effort made to connect to community system?_ 1s.10 -- Y
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(X) Septic Tank ( ) Aeration Plant ( ) Vault
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use
( ) Chemical Toilet ()‘) Other - Describe: 1J(a G t Vo e- act,
FINAL DISPOSAL BY:
( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Underground Dispersal (pO Sand I it ter Csea oT?4r_.C)
( ) Above Ground Dispersal ( ) Wastewater fond
( ) Other - Describe: /tune -a Pf t 1D) G end `irkpc =ot``'
i �r1Nd !
WILL EFFLUENT BE DISCHARGED OIIIECTLY 11110 WA1ERS OF 1 S1AIE? i\Jo
No ° _ -
45 'PERCOLATION 1E51 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 flo. 2 Minutes __ per inch in hole No._
Name, address and telephone of RPE who made soil absorption tests: TF.s1'5 It) 3>_
k?Meli?TE 0).1E44 Time of fr, /oeAz&t .Cie. GovD7pa' .
Name, address and telephone of RI'E responsible for design of the system: t Ef .rFitit 4 •
4u,Ati1 "o J h �E b 1 � iu++h tv�yr� G am+ tk adz we . 4,74..1 wcro
, (-o 6 145 - I o04
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 periiil'.t,fs'subjec1 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. 1he 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. 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.
Date • 1t( \ Si _ .� � .n i./.i.,
PLEASE DRAW AND ACCURATE MAP 10 YOUR PROPERTY
Jcier-60014 4401 J5Q4J Pe
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Page 3
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• • ' ENGINEERS
SURVEYORS
SG M
(303) 945 -1004 SCHMUESER 1001 Grand Avenue, Suite 2E
FAX (303) 945 -5948 GOROONMEYER Glenwood Springs, CO 81601
April 29, 1993
K. R. Weatherly
Western Mobile, Inc.
P.O. Box 368
Glenwood Springs, CO 81601
RE: Western Mobile Maintenance Building/Office Building
Individual Sewage Disposal System (ISDS)
Dear K. R.
SGM has completed the design for the septic systems for the maintenance and office buildings
at the Sievers Pit site. This design is based upon percolation data collected by SGM through
percolation testing during the week of April 19.
The results of those percolation tests indicated that the proposed disposal fields for both the
office building and maintenance building are going to be located in highly pervious alluvium -type
material. Percolation rates were measured at 5 minutes per inch (mpi) or faster. Based upon
these percolation rates, a sand filter type construction for the disposal field will be required at
both sites. It is important to note that the percolation testing was done at the proposed field
location for the maintenance building. We are assuming at this point in time that the proposed
field location for the office building will have very similar soils. However, verification (through
profile hole excavation and percolation testing) will be needed prior to construction of the field
at the proposed office building site.
Maintenance Building ISDS
For the maintenance building, we are assuming that 10 persons per day will be the design
number of employees utilizing this facility. Based upon this employee count and the average
flow rate of 15 gallons per employee per clay, would yield an average flow for the maintenance
building of 150 gpd. At the peak design flow, this figure would adjust up to 225 gpd. Based
upon this figure, the required septic tank capacity would be at 340 gpd. However, the minimum
size septic tank as required by the State Health Department is 750 gpd. Therefore, based upon
septic tank minimal requirements, as mandated by the State Health Department, we have also
sized the disposal field based upon these minimal requirements. We have calculated the size of
the disposal field to be 223.6 square feet. This equates to a field with dimensions of 12' x 19'.
We have attached a sketch which identifies the construction requirements (both in plan view and
section) of the disposal field. Finally, we have also attached a sketch which identifies in
schematic form the components of the ISDS.
April 29, 1993
Mr. K.R. Weatherly
Page 2
Office Building
The design for the ISDS for the office building was based upon the observed number of offices
provided within the building as well as an assumed 10 visitors per day. In essence, this system
would be sized for 20 persons per day. The average daily flow, based upon 20 persons per day,
would be 300 gpd. The design flow, therefore, would be 450 gpd. This would relate to a septic
tank capacity of less than 750 gpd. Again, the minimal requirements mandated by the State
health Department would control this design. Accordingly, the disposal field size for the office
building ISDS would be based upon the minimal State Health Department requirements. The
sketches, as provided and discussed above for the maintenance building, are also applicable for
the office building as well.
Please review the enclosed information. If you have any questions or comments, please do not
hesitate to call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
J S. Sim nson, P.E.
JSS:Iec/92172.1
Enclosure
SCHMUESER GORDON MEYER, INC.
Joe VI Eyre k NJ MO g) t-E
SCHMUESER GORDO NEYER, INC.
SHEET NO. ' OFD
1001 Grand Ave. Suite 2 -E P.0. Box 2155
Glenwood Springs, CO 81601 Aspen, CO 81612 CALCULATED BY DATE
(303) 945 -1004 (303) 925 -6727
FAX (303) 9455948 FAX (303) 9254157 CHECKED BY DATE
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SCHMUESER GORDON :YER, INC. SHEET NO. OF '4-
1001 Grand Ave. Suite 2• P.O. Box 2155
Glen woo 03) $pr 945.1004 ( GG 81601 AS 303 92pen) , GG 5.6727 81612 CALCULATED BY DATE_
FAX (303) 945.5948 FAX (303) 925.4157 CHECKED BY DATE
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ENGINEERS
• • _ SURVEYORS
(303) 945 -1004 SCHMUESER CM = 100 Grand Avenue, Suite 2E
FAX (303) 945 -5948 GORDON MEYER ood Springs, CO 81601
n r, taat•,iTi1
January 14, 1994 iL
•
GAhFjELU COUNTY
Mr. Art Hoagland, Building Official •
Garfield County Building Department
109 8th Street, Suite 303 r /a'' W/
Glenwood Springs, CO 81601
RE: Western Mobile Northern Final Inspection Report
Individual Sewage Disposal System at the Maintenance Building
Dear Art:
This letter is intended to provide you a final report on the final inspection of the individual
sewage disposal system designed by Schmueser Gordon Meyer for the Western Mobile Northern
maintenance building at the Sievers pit site.
Schmueser Gordon Meyer provided interim and on -site inspections and found the contractor
(Western Mobile) has performed the required construction according to plans and specifications
outlined by Schmueser Gordon Meyer (reference April 29, 1993 letter to K. R. Weatherly of
Western Mobile from Jeff Simonson of Schmueser Gordon Meyer).
If you have any questions or comments regarding this installation, please don't hesitate to give
me a call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
I /
Jef a =, ` imonson, P.E.
JSS:lec% 2172
