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__,J ~ ~ GARFIELD COUNTY BUILDING ANd SANITATION DEPARTMENT Permit N~ 3 5 11 ~ 109 8th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601
Phone (303) 945·8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT °"""I> ,}
PROPERTY VtU.Li::.-Y V1eiv Bll.SJl..)ES.S, rtl~r-
This does not constitute
a building or use permit.
Owner's Namel ):;z I IF. J)1RIJ I J L, Present Address------------Phone CJ.;6-~ /c9-.;:l
System Location :ZiOO ffli)'/ 'KJ...1 GLWIJ S\:Gs
Legal Description of Assessor's Parcel No.-----------------------------------
SYSTEM DESIGN
Septic Tank Capacity (gallon) ______ O.ther
______ Percolation Rate (minutes/inch) Number of Bedrooms (or other) ____ _
Required Absorption Area· See Attached
Special Setback Requirements:
Date _____________ Inspector ___________________________ _
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer ________________________________________ _
Septic Tank Capacity _____________________________________ ,
Septic Tank Manufacturer or Trade Name --------------------------------
Septic Tank Access within 8" of surface ---------------------------------
Absorption Area------------------------------------------
Absorption Area Type and/or Manufacturer or Trade Name--------------------------
Adequate compliance with County and State regulations/requirements _____________________ _
Other 1.(2(1, &d &:fk4 ~I
Date _____________ Inspector ___________________________ _
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
~. 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. Con-
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 ($500.00 fine - 6
months in jail or both).
White -APPLICANT Yellow -DEPARTMENT
'•
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
'
OWNER thu>.P.-131..-:q;:> Ll.C / (VAu-t«V,c:w 13,,.{\Nf:<s="BrR~
ADDREss%1»i< p£>.st\•E, C..VJ 1l'Jf?X ~dO) A-5W.N PHONE <f112-965--21'2?
CONTRACTOR:t?.~12---------~------~------~
PERMIT REQUEST FOR ( ) NEW INSTALLATION (4TERATION ( )REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City of Town G-w.N"'71!\?b. ~NG-$
Legal Description or Address '"re17Q }i1GMWts'1' 132
WASTES TYPE: ( ..") DWELLING
( vf COMMERCIAL OR INDUSTRIAL
Size of Lot .3 ~
( ) TRANSIENT USE
( ) NON-DOMESTIC WASTES
( ) OTHER-DESCRIBE. ________________ _
BUILDING OR SERVICE TYPE: _______________________ _
Number of Bedrooms 3 Number of Persons -..:3;;:>.------
(. ) Garbage Grinder ( v') Automatic Washer ( 0° Dishwasher
SOUBCEANDTYPEOFWATERSUPPLY: ( ) WELL ( ) SPRING ( ) STREAMORCREEK
If supplied by Community Water, give name of supplier: k&rnt' ~3".&(, \zJ1i'l'l3 A.:swv
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: ___________ _
Was an effort made to connect to the Community System? _______________ _
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: SO feet
Leach Field to Irrigation Ditches, Stream or Water Course: SO feet
Septic System to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table _______________________ _
Percent Ground Slope ___________________________ _
2
----------- - - - - --~--~ -- - - - - - - - - - ----- - - - - - - - -
' .
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPQSED: •
·( ) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POT ABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET ( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
( ) ABSORPTION TRENCH, BED OR PIT ( ) EV APOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ______ _
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, ifthe Engineer does the
Percolation Test)
Minutes. _____ per inch in hole No. I Minutes ______ per inch in hole NO. 3
Minutes er 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 ofRPE 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 CJ3',_-=5 \Wu --:B:c-w M~ Date.~,<.-...,,_/_,_.} '1"1-+-'/-n:,_,_/ __ _ -;1 / /
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
May 1, 2001
Schmueser Gordon Meyer
118 W. s•h Street., Suite 200
Glenwood Springs, CO 81601
Attention:
Subject:
Mr. Dan Cokely
Percolation Test Results
Valley View Business Center
Highway 82 and Castle Creek
Garfield County, Colorado
Job No. GS-3315
We have performed percolation testing at the Valley View Business Center
north of the Highway 82 and Cattle Creek Road intersection in Garfield County,
Colorado. The test areas were defined by the client and is shown on Figure 1.
Percolation tests were performed in the "Main Site" location only. Boring locations
are shown on Figure 2. Data from testing are shown on Figures 3 through 6.
If you have questions, please call ..
CTL/THOMPSON, INC.
CONSUL TING ENGINEERS
234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809
' -
No Scafe
VICINITY MAP
Job No. GS-3315
Fig.1
No Scafe
Job No. GS-3315
State
Highway
82
• P.3
• Profile
Hole
• P-4 • P-2
landscape
Area
LOCATIONS OF BORINGS
• P-1
Concrete
Pavement
f
Fig. 2
SATURATION AND PREPARATION
DATE: 4/13/01
TIME AT START OF SATURATION: 2:00 pm
• PERCOLATION TEST
DATE: 4/16/02
WATER IN BORING AFTER 24 HOURS
YES X NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
HOLE DEPTH TIME AT TIME CHANGE
NUMBER (INCHES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
II NCH ES) (INCHES)
P-1 22.0 11:30 15 4.0 9.0 5.0
11:45 15 3.0 6.5 3.5
12:00 15 3.5 6.25 2.75
12:15 15 6.25 7.5 1.25
12:30 15 7.5 8.75 1.25
12:45 15 6.0 7.5 1.5
1 :00 15 6.5 7.5 1.0
1:15 15 6.0 7.5 1.5
1:30 15 6.5 7.5 1.0
1 :45 15 7.5 8.5 0.5
2:00 15 8.5 9.25 0.75
2:15 15 9.25 10.0 0.75
2:30 15 10.0 10.5 0.5
2:45
Job No. GS-3315
PERCOLA-
TION RATE
(MIN/INCH)
3
4
5
12
12
10
15
10
15
30
20
20
30
Fig. 3
SATURATION AND PREPARATION
DATE: 4/13/01
TIME AT START OF SATURATION: 2:00 pm
.
PERCOLATION TEST
DATE: 4116101
WATER IN BORING AFTER 24 HOURS
YES X NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
HOLE DEPTH TIME AT TIME CHANGE
NUMBER (INCHES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
(INCHES) (INCHES\
P-2 21.0 11:30 15 4.5 9.5 5.0
11 :45 15 3.0 6.25 3.25
12:00 15 3.5 5.75 2.25
12:15 15 5.75 6.75 1.0
12:30 15 6.75 7.25 0.5
12:45 15 6.0 6.5 0.5
1:00 15 6.25 6.75 0.5
1:15 15 6.0 6.5 0.5
1 :30 15 6.25 7.0 0.75
1:45 15 7.0 7.5 0.5
2:00 15 7.5 7.75 0.5
2:15 15 7.75 8.25 0.5
2:30 15 8.25 8.75 0.5
2:45
Job No. GS-3315
PERGOLA-
TION RATE
(MIN/INCH)
3
5
7
15
30
30
30
30
20
30
30
30
30
.
Fig. 4
•
SATURATION AND PREPARATION
DATE: 4/13/01
TIME AT START OF SATURATION: 2:00 pm
PERCOLATION TEST
DATE: 4/16/01
WATER IN BORING AFTER 24 HOURS
YES X NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
HOLE DEPTH TIME AT TIME CHANGE
NUMBER (INCHES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
(INCHES\ (INCHES)
P-3 19.0 11 :30 15 7.0 18.0 11.0
11:45 15 5.0 18.0 13.0
12:00 15 10.0 11.25 1.25
12:15 15 10.0
.
10.5 0.5
12:30 15 10.5 11.0 0.5
12:45 15 10.25 11.0 0.75
1:00 15 9.5 10.25 0.75
1:15 15 9.0 9.75 0.75
1 :30 15 9.0 10.0 1.0
1:45 15 10.0 10.75 0.75
2:00 15 10.75 11.75 1.0
2:15 15 11.75 12.5 0.75
2:30 15 12.5 13.25 0.75
2:45
Job No. GS-3315
PERCOLA-
TION RATE
(MIN/INCH)
1
1
12
30
30
20
20
20
15
20
15
20
20
'
Fig. 5
•,
SATURATION AND PREPARATION
DATE: 4113101
TIME AT START OF SATURATION: 2:00 pm
PERCOLATION TEST
DATE: 4116101
WATER IN BORING AFTER 24 HOURS
YES -1\_NO
PERCOLATION TEST RESULTS
DEPTH TO WATER
HOLE DEPTH TIME AT TIME CHANGE
NUMBER (INCHES) START OF INTERVAL IN WATER
INTERVAL (MINUTES) *START OF END OF DEPTH
INTERVAL INTERVAL (INCHES)
(INCHES) (INCHES)
P-4 122.0 11 :30 15 0.0 14.0 14.0
11 :45 15 0.0 8.5 8.5
12:00 15 0.0 7.5 7.5
..
12:15 15 0.0 7.0 7.0
12:30 15 0.0 8.5 8.5
12:45 15 0.0 8.75 8.75
1:00 15 0.0 8.75 8.75
1:15 15 0.0 8.75 8.75
1:30 15 0.0 8.75 8.75
1:45 15 0.0 9.0 9.0
2:00 15 0.0 9.5 9.5
2:15 15 0.0 9.0 9.0
2:30 15 0.0 8.75 8.75
2:45
• Hole filled to top at start of each interval.
Job No. GS-3315
PERGOLA-
TION RATE
(MIN/INCH)
1
2
2
2
2
2
2
2
2
2
2
2
2
Fig. 6
6
......
'RECEIVED JUN 2 5 2001
SCHMUESER GORDON I MEYER GLENWOOD SPRINGS ASPEN
ENGINEERS & SURVEYORS
June 22, 2001
Mr. Mark Bean
Garfield County Building Department
1 09 Eighth Street
Glenwood Springs CO 81601
RE: Valley View Business Center ISDS
Dear Mark:
t 18 W. 6TH, SUITE 200
GLENWOOD SPRINGS, CO 8 I 60 I
970-945-I 004
FX: 970-945-5948
P.O. BOX 2 I 55
ASPEN, CO 81612
970-925-6727
FX: 970-925-4 I 57
The purpose of this letter is to document that the installation of the new septic system for a
portion of Valley View Business Center (Lot 1, Overacker exemption) was installed per the
plans prepared by SGM dated 5/4/01.
The location of the installation is consistent with what is shown on the Site Plan. The
construction consisted of removing the top portion of the existing drywell system and
backfilling it with native material. The existing septic tank outlet line was connected to and
run to the new septic field where 39 infiltrators were installed. The infiltrators were installed
at a depth of approximately four to five feet due to the existing elevation of the septic line.
The three rows of infiltrators were each vented, then tied together in a common vent on each
end and brought to the surface at the erlge of existing pavement. These vents roughly
delineate each end of the leach field.
Please do not hesitate to call if you have any questions regarding this matter.
Sincerely,
Dan Cokley, P.E.
DC:lc/00-115a
File: 2001-115.001
cc: John Stine, Fleischer Company, 200 Main Street, Aspen CO 81611
Andy McDonough, Mountain Work!>
-Schmueser Gordon Meyer, Inc.
118 West 6th St. Suite 200
Glenwood Springs CO 81601
VALLEY VIEW BUSINESS PARK
JOHN STINE -PROPERTY MANAGER
200 MAIN STREET
ASPEN, CO 81611
For professional services through : June 16, 2001
For the referenced project: Valley View Business Par11
ISDS
Description Title Rate
ISDS
DCOKLEY REG. ENGINEER 85.00
Total Labor
Invoice Total
If you have any questions regarding this billing, please call.
(970) 945-1004
FAX (970) 945-5948
ID 84-1015600
Date: June 18, 2001
Invoice No: 5
Project No: 2001-115.001
Hours Amount
2.00 $170.00
$170.00
$170.00
All accounts due 30 days net. Overdue accounts will be charged 1.5% interest per month (18% annual rate).
Upon default, client agrees to pay all costs and reasonable attorney's fees for collection of same.