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Van Rand Corporation .(South of_ Glenwood Springsl
Eldorado Engineering
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wIppr Cr;IIORADO DEPARTMENT OF }iEALTH
Water Pollution Control Division
-'4210 East lith Avenue
Denver, Colorado 80220
7hf Building Official
NOTIFICATION OF PROPOSED DISCHARGETO WATERS OF THE STATE*
INDIVIDUAL HOME SEWAGE TREATE SYSTEM**
Owner: Van Rand Corporation
enwoii'd g 69/
Mall Address: 1st National Bank Bldg. City Springs Zip 81601 Phone 945-8547
A. I NFCRMAT I ON REGARDING PROJECT SUBMITTED FOR REVIEW:
Attach separate sheets or report showing entire area with respect to surrounding
areas, topography of area, habitable buildings, location of potable water wells,
soil percolation test holes, soil profiles In test holes.
1. Location of facility: County Garfield City or town south of Glenwood Strings
Legal description Attached Lot size 15 acres.*
2. No. of bedrooms 4 Septic tank capacity Aeration unit ca acit
y_
3.
Source of domestic water: Public (name):
Private: Well X Depth l06 Other Depth to first ground water table 75
4. Is facility within boundaries of a city/town or sanitation district? . No
5. Distance to nearest sewer system: 5.2 miles
Have you attempted to arrange a connection with the system? No
If rejected, what was the reason?
•
6. Rate of absorption in test holes shown on the location map, in minutes per inch
of drop in water level after holes have been soaked for 24 hours
7. Name, address, and telephone of person who made soil absorption tests: /1-7'7TtCJi`te0
Gf�-2�D
8. Name, address, and telephone of person responsible for design of the system: 945-8596
Duane R. Jensen, Eldorado Engineering Co., P.O. Box 669, Glenwood Springs, Colo. 81601
26 March 1974 lea% r 4 `-:4r ei,
Date �Signature of Ow91
*Required by Article 66-28-12(CRS, 1963, 1967 Perm. Sum. Supp.)
**Required in areas which have been Identified as areas in which danger of pollution
of waters of the State may occur (Art. 66-28-8(5), CRS) and/or areas in which th4re
is no local septic tank ordinance.
B. SIGNATURES OF LOCAL OFFICIALS: The undersigned have reviewed the notification
described on the front of this sheet and recommend approval or disapproval o#,
the discharge as shown below:
Date
Comments:
Approval Disapproval
Signature for Local Health Deawrtment
Signature for City/Town C�fflci.�l �71t1e-)
Signature for County Officia lMTle —
Signature and Title
Note: The Notifier (front of this sheet) must obtain comments and signature of at
least one of the above.
C. FOLLOWING, FOR STATE HEALTH DEPARTMENT USE:. -Recommendations of the District Engineer:
D. ACTION BY THE COLORADO WATER POLLUTION CONTROL COMMISSION:
WP -33(10•-72-2)
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EXHIBIT "A"
That portion of Lot One (1), Section 6 and Lot One (1), Section 7,
Township 7 South, Range 88 West of the Sixth Principal Meridian.
described as follows: -
Beginning at the intersection of the northeasterly right-of-way
line of State Highway No. 82 and the East line of said Lot 1, '
Section 7 whence the ; corner common to said Section 6 and 7 bears
N. 55°44'30" E. 36.4.51 feet; thence N. 37°23' W. 426.63 feet along
northeasterly right-of-way line of said State Highway No. 82:
thence East 259.03 feet to a'point on the East line of said Lot 1,
Section 6; thence South 339.00 feet along the East line of said Lot
1, Section 6 and Lot 1, Section 7 to the point of beginning
Excepting, a tract or parcel of land No. 25-A of Colorado Depart-
ment of Highways Project No. S 0130 (8) in Lot 1 of Section 6 and
Lot 1 of Section 7, Township 7 South; Range 88 West, of the Sixth
Principal Meridian, in Garfield County, Colorado, said Tract or
parcel being more particularly described as follows:
Beginning at a point on the south line of Section 6, T. 7 S., R.
88 W., from which the SE corner of Section 1.T. 7 S., R. 89 W.
bears S..19°29'30" W. a distance of 1,330.0 feet; thence N. 37°25'
W. a distance of 279.2 feet to the north line of the property;
thence West along the north line of the property a distance of
88.1 feet to the easterly right--of-way line of S. H. No. 82ay
1964); thence S. 37°25' E. along the easterly right-of-way line
of S.H. No. 82 (May 1964) a distance of 279.2 feet to the south
line of Section 6 thence East along the south line of Section 6,
a distance of 88.1 feet, more or less, to the point of beginning.
Also excepting the following:
Beginning at a point on the north line of Section 7, T. 7 S., R.
88 W. from which the SE corner of Section 1, T. 7 S., R.'89 W.
bears S. 19°29'30" W. a distance of 1,330.0 feet; thence West along
the north line of Section 7, a distance of 88.1 feet to the easter-
ly right-of-way line of S.H. No. 82 (May 1964); thence S. 37°25'
E. along the easterly right-of-way line of S.H. No. 82 (May 1964)
•
a distance of 145.0 feet; thence North a distance of 115.2 feet,
more or less , to the point of beginning.
COUNTY OF GARFIELD
STATE OF COLORADO
.8
GARFIELD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
2014 Blake Avenue
Glenwood Springs, Colorado 81601
PERMIT # s 01?
owner UAY :Fr\ /...),71r
System Location .11 t l-=.1 ct'"+, i r C4
Licensed Contractor f,,_{ r1 cit"—Y-8t 1z ny r t i (.
Conditional Construction approval is hereby granted for a gallon
(this does not constitute
a building or use permit)
Septic Tank or Aerated treatment unit.
Absorption area (or dispersal area) computed as follows:
Pero rate inches in minutes_ sq. ft.
absorption area per bedroom
# of bedrooms x sq. ft. minimum requirement
May we suggest
Date Inspector
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 covering any part.
Septic Tank cleanout to within 12" of final grade or aerated access ports above grade.
Proper materials and assembly.
Adequate absorption (or dispersal) area.
Adequate compliance with permit requirements.
Adequate compliance with County and State regulations/requirements.
Date Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All .installation must comply with all requirements of the County Individual Sewage Disposal Regulations,
adopted pursuant to authority granted in 66.44.4, CRS 1963, amended 66.3.14, CRS 1963.
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, Section III, 3.24 requires 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 con-
tained in the application of permit commits a Class I, Petty Offense (6500.00 fine - 6 months in jail or
both.
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COLORADO a i .F :a PUBLIC HEALTH
4210 EAST 11TH AVENUE • DENVER, COLORADO 80220 • PHONE 388-6111
June 6,1974
Eldorado Engineering Co.
P.O. Box 669
Glenwood Springs,
CO 81601
Dear Sirs:
RE; MS -1, Van Rand Industrial Park
(Garfield County/
This Department has received the drawings and specifications on
the above referenced project.
These drawings and specifications have been reviewed and found to
be in compliance with this Department's Criteria. However, no
chemical analysis of the proposed water source has been submitted and
until this is received the project is being held in suspense by this
Department. Your prompt reply on this project will be appreciated.
Enclosed herewith is a set of documents for your file.
Thank you for submitting the drawings and specifications for review.
Very truly yours,
Division of Engineering and
Sanitation
Ra ph W. Lsidholdt,P.E.
Water Specialist
RWL/ j l
cc: Dist. Engr.
Garfield Co. Sanitarian
Encl.
••.
SPECIFICATIONS FOR
SEWAGE TREATMENT PLANT
VAN WHY LIGHT INDUSTRIAL PARK
The Contractor shall furnish to the project site (eight miles south
of Glenwood Springs, Colorado) one complete package sewage treatment
plant and lift station with the capacity to treat 1250 gallons per day
of sewage flow from a light industrial park and family residences.
The package sewage treatment plant and lift station shall contain
the following items and characteristics:
1. Tank: The tank which contains the clarifier rag removal,
aeration compartment shall be constructed of
(a) 12 gage steel or larger, painted with two coats of
standard Quigley III asphalt paint or equal inside
and outside, or
(b) 4" thick or greater concrete tank with any interior
metal baffles, pipes or dividing walls being painted
with two coats of Standard Quigley III asphalt paint
or equal.
v (c) Interior baffles or dividing walls may be constructed
of securely connected fiber glass panels.
2. Ra Removal: The package sewage treatment plant shall con--
''" tarn a trash removal device for removing trash before the
sewage flow enters the aeration compartment. The screen
or removal device shall contain holes no larger than one
(1) inch in diameter. This compartment shall be accessible
from the surface of the ground twenty-four (24) inches above
the top of the tank. The trash removal device shall be
provided for easy removal of rags to the surface of the
ground. The access shall be covered with a cover which is
provided with a means of being locked closed. None of the
volume contained upstream from the trash removal device shall
be constructed as part of the aeration compartment.
3. Aeration Compartment: The aeration compartment shall con-
tain not less than 1250 gallons of volume and be of such a
configuration that it can be thoroughly mixed and aerated
by aeration equipment.
4. Aeration Equipment:
(a) Blower or Devices: Aeration equipment shall be
provided with two separate air blowers or two
separate aeration devices. Each device shall
be equipped with controls, time clocks (1 hour,
1 minute duration), starters, fuses or brakers.
Each aeration device or blower shall have the
capacity to deliver not less than ten 10 cubic
feet of air per minute into the aeration compart-
ment. or demonstrate the ability to maintain dis-
solved oxygen levels of greater than two (2) mg.
per liter in peak loading conditions from vari-
fied past test data.
(b) Location: The location of blowers, motors or
other devices shall be located on the top of the
aeration unit in such a way that they do not hin-
der accessibility to any compartments. The blower
motor or other device shall be in an enclosure
completely covered witha removable, lockable cover
with the cover being located twenty-four (24) inches
above the tank top. Controls shall be located
in a separate location from the motors, devices
or blowers with separate disconnect switches lo-
cated at motors.
(c) Motors: Motors shall be weather-proof, drip -proof
motors with 208 V.,3 -phase power.
(d) Mixing: The aeration equipment shall be adequate
to mix the aeration compartment.
5. Outflow: Outflow from the aeration compartment to the clari-
fier compartment shall be from mid -depth or deeper in the
aeration tank.
(a) Access: The aeration tank shall have a cover which
is mer ovable to provide access into the aeration
tank. The access port shall be provided to twenty-
?, four (24) inches above the top of the tank to
earth surface. The access shall be 1.75 square
feet in area and be equipped with lockable cover.
6. Clarifier: A clarifier shall be provided with hopper type
bottom containing a volume not less than 325 gallons and
a surface area of not less than eight (8) square feet.
(a) Access: The clarifier shall be equipped with a
portjwhere access can be obtained into the clari-
fier,compartment with access being provided to the
earth surface twenty-four (24) inches above the tank
top. The access shall be at least 1.75 square
feet in area, and be equipped with lockable cover.
7. Sludge Return: Sludge return shall be accomplished from
the bottom of the hopper of the clarifier to the aeration
s,C
f
tank through a one and One-half (1 1/2) inch diameter or
larger pipe and shall be pumped from clarifier to aeration
tank by an air lift pump connected to blower line or other
means of flow pumping.
8. Pump Station: The pump station shall be installed consist-
ing of a sump not less than 3.5 feet below water level in
the clarifier and having a water surface area of not less
than 9.62 square feet. The pump sump may be connected to
the treatment plant or may be a separate unit. The pump
station shall be equipped with two (2) submersible pumps
which shall be "Hydromatic SP 100AH3 3" -discharge or
greater. The pump shall be capable of pumping at least
sixty (60) gallons per minute with forty (40) feet of pres-
sure head. The pumps shall be equipped with water level
�' sensing devices mounted onto the -pumps such that the pumps
' have a ten (10) inch or greater water level difference from
turn on point to turn off point. The intake of the second
pump shall be located twelve (12) inches above the intake
level of the first pumps which is on the sump floor.
Each pump shall be equipped with check valve and pipe which
extends to 5.5 feet beneath the earth's surface.
At that point the pipe shall be equipped with a 90° bend
toward the horizontal end into a union connection. To con-
tinue the pipe, a Y section shall be installed and the pipe
shall extend out from the tank horizontally with a thredded
connection on the exterior.
9. Venting: All compartments of the plant shall be vented for
necessary air flow.
10. Piping: All piping into and between tanks except the sludge
return line and the piping from the pumps shall be eight (8)
inches in diameter.
The Contractor shall also furnish the following:
1. A complete electrical drawing to the Owner for installation
of electrical service.
2. A complete one (1) year warranty on all parts of the treat-
ment plant and pump station. If any part is replaced, the
replacedpart hall carry an additional warranty for a period
of one (1) yeak4 from date of replacement.
3. Instructions to the Owner or the Owner's representative on
operation and maintenance of the plant and pump station and
be available at time of start up of the treatment plant.
I•
The sewage treatment supplier shall be in complete conformance with
the regulations governing the sewage treatment plant. These regula-
tions are the current Garfield County Individual Sewage Disposal
Systems Regulations. These regulations require pre -approval of any
supplier by the County Division of Environmental Health. Each sup-
plier shall demonstrate a certificate of compliance with these regu-
lations along with any proposal.
1
DEPARTMENT' OF ENYIRDNMENtAL HEALTH
AND POLLUTION CONTROL
Garfield County
OFFICIAL
NOTICE
AT
ADDRESS f 2 1 d ?C
LOCATION —_ .._Awl )1111610A-10440, irdi
YOUR ATTENTION IS CALLED TO THE EXISTING VIOLATION(S)F RWHICH YOU ARE
RESPONSIBLE�"�`
Arereer.400mo400,0AV eve voipu•odaNdois. A** ..0414.40440
YOU ARE HEREBY NsTIFIED TO ABATE THE SAMIB Y__.._ __r 19
(Legal service shall include posting of this notice in a conspicuous place). This office must be notified
by letter or phone, as soon as compliance has been effected. If at the expiration of this time the same
remainna�edd,, such ti will •*: to the r c e , 4�� a�1-
�� acfid
DATE �* V
SANITARIAN OWNER &OCCUPANT
DATE
POSTEDAT0
DATE
WITNESS
4 COLORADO DEPARTMENT OF HEALTH
Engineering & Sanitation Division
NOTICE OF RECEIPT OF PLANS
To: ,Lamont Kinkade
2014 Blake Avenue
Glenwood Springs, Colorado 81601
Data: 5/13/74
1. Plans for Van Rand Industrial ParkP.O. Box 1305
Water System and Water Tank Plans
this office this date.
were received in
They are now being reviewed and it is planned to release them 5/27/74
Date
2. We would appreciate your comments on this project and ask you to return only one
copy of this form with appropriate information as indicated below.
3. Enclosed is the Request for Review Form filled out by the owner which should be
retained for your file.
4. Please return 1 copy of this form as soon as possible.
5. The plans are being reviewed by Ralph W. Leidholdt
l _ • 2 h_ -r
Name
FROM:
ame of Department
T0: Colorado Department of Health
1. The plant site (is) (is not) in a zoned area.
If it is, the area is zoned for r+.• « �f��
2. I (approve) (do not approve) of the location of this facility.
3. REHAB
Date: 4/1? e'.///7 ‘,/
cc:
Signature of Local Health Department Official
Roger H. Smades, District Engineer
San.PRE . 42:50-54.1 (Rev. 4/73)
'.
Lf "• iai1 in duplicate to: COLORADO DEPARTMENT OF HEALTH
'`'Q , , 4th t DENVER, COLORADO
. % ..:, ' �, , DATE Val T, 1974
\ 1
t.-°'',, + `• "� ,•... ' REQUEST FOR REVIEW OF PLANS AND SPECIFICATIONS
��' L*°•'� FOR
PUBLIC WATER SUPPLY
VW.n Rand Trdu-Ariri1 P'rk
FROM:
(Name of uun.tclpality. District. industry. or other Owner)
BUSINESS ADDRESS' P. 0. ?ox 1305 Glenwood S^r1nus Phone No 945-3641
TO: Colorado State Department of Public Health, Sanitation Division.
1. It is requested that the following plans, specifications, reports. and design information be
reviewed by your Department:
List of Documents:
later SS•::teri and '.J^t' r ^ink Pi ins
acifi_'�twone of C~1 to line T ,.
u
Specifications on clalorinition ficilities
Sunn l y is 1. well Droducs 8 G. P ... .
(Note: Design data on all treatment units must be submitted)
2. After you have reviewed these plans and documents it is requested that our Municipality. District.
etc.. be advised as to the following:
A. What sanitary defects were found?
B. Do the facilities on the plana comply with Colorado State Department of Public Health design
standards and if not, what are the recommendations for modifications in design?
C. Do you feel our water system will produce a water complying with the minimus requirements of
the Colorado State Department of Public Health when the facilities in Item 1 are completed?
D. What are :he recommendations concerning the proposed project in general as outlined?
3. Below is a brief description of the improvements proposed:
Two e-istinc hcucr ' fl- ch r.ot on n chlorin t -d E.unniy
c,nd un to 1', ,i;°'+
4. The water is to to o'+tained frac th? foilori^:: source ;also ' cr)re source and submit any
laboratory or technical data available):
`rf s
5. is water supply chlorinated+
M
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Page 2 tall
O. The following information is supplied:
A. Name of Design Engineer 1dor7.dO �:1 inerr•ini Co
B. Is Design Engineer registered?
C. Estimated cost of project
"5.0^0
In what state? Co or^do
D. Total coney available for project
E. Method of financing
A 40,cc0
Priv^rt ronie3
F. Date expected to call for construction bids
G. Expected date of comhletton of construction
June 1, 1974
&urust 1, 1974
H. Population to be served by planned facilities
14
I. Number of taps to be served
ES ENG 59 (Rei-. 5.5B-10)
12 binin:
ncrible
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Signed i _ sit le Project ZnErineer
SiYgaature.of Mayor, C1ty Manager, District Official or Owner
ldorr.; o ::rp-i11eyr5nE Co,