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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2820
109 8th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601
• Phone (303) 945-8212
This does not constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit.
PROPERTY — vise ben
Owner's Name Rick Becvarik Present Address c/o Gary Heisel Phone_ 945 -1488
System Location � stbank Road, Weetbank Mesa, Lot 58, Glenwood Springs
Legal Description of Assessor's Parcel No.
3 /Wr I (WA 1orS - £3C Svsrc.
SYSTEM DESIGN
1 CO Septic Taqk Capacity (gallon) Other
I t; .Q-t /O Percolation Rate (minutes /inch) Number of Bedrooms (or other) V
\ Required Absorption Area - See Attached
Special Setback
re
SSetback Requirements: /�
Date Q — (� ` ` 2 Inspector A �1 ` N
i
,w FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer K I krt. ( C K C V H (.7 -
Septic Tank Capacity 1 2
/� C c/a 1LJQ
Sept��epg..Man���ror Trade Name C
Septic Tank Access within 8" of surface Y G S
Absorption Area t i— C - 6 4-7:711S-7 / (, C ! /� — 'r . J G
Absorption Area Type and /or Manufacturer or Trade Name 1 M t ( yet "(rani 2. 7 V ��
Adequate compliance with County and State regulations /requirements VVVV
Other Si 7 JS scY C ° � 4 n-s R' 01 c i dint
� �1
Date / .3 ° ^ r InspeL•tdF " ° -- - 4"7't�r =¢e a . ; g a " ' l
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE., 9-,
•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.
.6ro 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
it/ 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
variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine — 6
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
t • ,
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER ie ICK fjEGOA 1211_
ADDRESS Bon 303 GLE NWtoP PHONE q �fs' S
CONTRACTOR 619 V Coc Pico C€msr7
ADDRESS /I(8 FA /P(&fl J/ LANE CIE's p PHONE ?'/S - CO ( O-'
PERMIT REQUEST FOR (IIEW 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:
Near what City of Town 6CeNwrste SP / N C5 Size of Lot / RGRC t
Legal Description or Address L0 5"Z F L nu& ¥ w ; 6A Alt
WASTES TYPE: (C)DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE:
Number of Bedrooms 4 Number of Persons 3
( ) Garbage Grinder ( Automatic Washer () Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (>4 WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: W esrM4 C.
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: MU &
Was an effort made to connect to the Community System ?, Al 0
A site plan is requi
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System to Property Lines: 10 feet
YO RI iIVII A E A EDI PO AL Y T MPE'MI_ .I_ ITB I _ ED
WITHOUT A SITE PLAN.
GRO! JND CONDITIONS:
Depth to first Ground Water Table uO 1,0(17 P-- t NCoo NTEZ-tP
Percent Ground Slope / ° /o f,pt b 1L
2
•
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:
( 4 BSORPTION 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? NO
PERCOLATION TEST RESIJI,TS: (To be completed by Registered Professional Engineer, if the Engineer does
the Percolation Test)
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 ofRPE 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 purposed 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
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
understand 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 perjury as provided by law.
Signed 1j Date 7 -L/ -97
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
GARFIELD COUNTY
Building and Planning
January 27, 1998
Mr. Gary Heisel
0187 Fairway Lane
Glenwood Springs, Co 81601
Dear Gary,
With regards to your Rick Becvarik job, we have done the final inspection on building permit
6402, however we have not received final approval from the engineer on septic permit 2820.
Since this was an engineered septic system that was not inspected by county inspectors we must
have certification from the designing engineers that they approved the system installation before it
was buried. We cannot issue a Certificate of Occupancy until that certification is received.
Thanks for your cooperation.
Sincerely,
wry.
4 ,
Steve Hackett
Codes Enforcement
109 8th Street, Suite 303 945- 8212/285 -7972 Glenwood Springs, Colorado 81601
ENGINEERS
SURVEYORS
° G IS
(970) 945 -1004 SCHMUESER 118 West 6th, Suite 200
FAX (970) 945 -5948 GORDON MEYER `` lenwood Springs, CO 81601
January 29, 1998
N v 1998 j
Mr. Don Owen 'sieLO 1
�►Y7;y
Garfield County Building Department •
109 Eighth Street, Suite 303 y
Glenwood Springs CO 81601
RE: Lot 58, Filing Four, Westbank Subdivision
Garfield County, Colorado
Dear Mr. Owen:
The purpose of this letter is to provide you with an ISDS design for the above - referenced
property. This design was completed and discussed with Gary Heisel prior to installation of
the ISDS, approximately August 15, 1997.
We were initially provided with a soils report prepared by MTI Geo, which has percolation test
results of 5 mpi, 8 mpi and 40 mpi. Due to the range of the percolation test results, as well
as the 5 mpi result, we felt it necessary to perform additional percolation tests to ensure that
a standard system would adequately treat the wastewater given the proximity to existing well
site. The additional percolation tests were done on August 15, 1997, and resulted in an 8
mpi percolation rate as well as two 10 mpi percolation rates. The system was designed based
on a 10 mpi percolation rate.
The design was for a four - bedroom home with a design flow of 900 gpd, which equates to
a required area of 569 square feet. A factor of 20% was added to this area for a garbage
disposal and a factor of 30% was also added for a clothes washer, this results in an area of
888 square feet. A reduction of 50% was taken for use of a graveless soil absorption system
for a final effective area of 444 square feet. Using the State criteria of 15.5 SF per infiltrator
chamber, this equates to 29 infiltrator chambers required. To make a rectangular bed, 30
infiltrators were installed in an 18' x 30' configuration for an effective area of 465 square
feet.
Please do not hesitate to call should you have any questions regarding this matter.
Sincerely,
SCHMUESER GORDON MEYER, INC.
J ... ,p c,
CPIs e ( 70111 '
Dan Cokley, P. E. S t �J'•, (RS j q� ;, 4;
DC:Ic /L58 ti `� ^LO .......
cc: Gary Helsel . .
Rick Becvarik, Becvarik Bros.
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