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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit ni_ 2 3 2 0
109 8th Street Suite 303 Assessor's Parcel No.
Glenwood Springs, Colorado 81601
Phone (303) 945 -8212
This does not constitute f
INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. r
PROPERTY p
i
Owner's Name 1ton Perau
Present Address 7258 Highway 82, Glenwoodphone_ 945 -2249 t
System Location 7258 Highway 82, Glenwood Springs
t
Legal Description of Assessor's Parcel No. (
SYSTEM DESIGN - ' Srr ! / TTTJ C / Orz, p-i r' 0 OW 7 ro . 1 - J o -9y f
(pr'lMr, noI. �.iC�
Septic Tank Capacity (gallon) Other i
/ ' .Vi / / ^, ... 4 persons i
Percoerco lation Rate (minutes /inch) Number of Bedrooms (or other) 4 • /
Required Absorption Area - See Attached „ _, T/ `„ 1 / , 1:: l , I.' • X. Q
Special Setback Requirements: / {
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Date Y - / x / �� Inspector �^S' �'?` x �' t + ,••r. f;
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer g�T_ _� R— ' L
Septic Tank Capacity ,S 0 7.-{7.- o H e," I
Septic Tank Manufacturer or Trade Name J / - 0 1 A^�( / - er ^ r /`/ ` -
Septic Tank Access within 8" of surface 4
cl ti
Absorption Area f 1 t
Absorption Area Type and /or Manufacturer or Trade Name G. Lb — D t F'F'l1S&_I,z {:
Adequate compliance with County and State regulations /requirements Ye‹ Q
1
Other i.
Date 9 - JA - h Inspector //;4-.. ` . gi t L�
/ J • - {
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All installation must comply with all requirements oftht, Colorado State Board of Health Individual Sewage Disposal Systems Chapter :r,
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 w
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine —13
months in )all or both).
Applicant: Green Copy Department: Pink Copy
rt `
I; ' Application
INDIVIDIJAT4 SFWAOR DISPf)SAT. SYSTEM APPLICATION Approval By
County Official
1 OWNER y i✓ /6t
'- .ADDRESS 7-P / 2,2- PHONE 99p'? 7 O, . DNTRACTOR 1 /e U/ �I��JJ
ADDRESS /35 /)l kq reed ,es PHONE - t ,y
=RMIT REQUEST FOR: (trNew Installation ( ) Alteration ( ) Repair
Mach separate sheets or report showing entire area with respect to surrounding areas, topography of area,
[bitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes
iee page 4). -.
OCATION OF PROPOSED FACILITY : County
(ear what City or Town LotSize'P 79 5e. S 7 '
egal Description L CT � / /A'- q.,. A/ /c'
iASTRS TYPE : ( ) Dwelling ( ) Transient Use
V Commercial or Institutional ( ) Non - domestic Wastes
(:) Other - Describe
;UILDING OR SERVICE TYPE: r - /Ivo• 4 - 4/ _.S'A e
dumber of bedrooms 0Z 4#4-- Number of perso , % QA
.Tu ,ee craws, &vsi ow
� Garbage grinder ( omatic Washer ( Dishwasher � R•' �q - 4
011RCE AND TYPE OF WATER SUPPLY; () well () spring () stream or creek
live depth of all wells within 180 feet of system: i / a
f supplied by community water, give name of supplier: /. /g - ' ;( "`
1ROI IND CONDITIONS;
)epth to bedrock: 11/vkivvw.v
)epth to first Ground Water Table: io iv kA, o w.0
'ercent ground slope: S
)ISTANCE TO NEAREST COMMUNITY SEWER SYSTEM ; m lee
- Vas an effort made to connect to community system? ��S
!'YPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(vr Septic Tank ( ) Aeration Plant ( ) Vault
( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use
( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use
(.) Chemical Toilet ( ) Other - Describe:
?INAL DISPOSAL BY:
' , (sir Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Underground Dispersal ( ) Sand Filter
( ) . Above Ground Dispersal ( ) Wastewater Pond
O Other - Describe:
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? A/0
•
ill PERCOT ,ATION TRST RRSUI,TS: (To be completed by Registered Professional Engineer)
i 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. _
me, address and telephone of RPE who made soil absorption tests: //�� Q
1/
me, address and telephone of RPE responsible for design of the system: a ir�'�"•'t G
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 is 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 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.
Date Signed
ELE BE DRAW AN ACCI IRATE MAP TO YO1IR PROPERTY
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f F Cie;i.-r ,1 'Contractors PHONE N'_i. : 9638639 Aug. 09 1994 10:45AM P03
20:"21 3039222766 EGG NELSON, NEWS,LTD PAGE 03
Nelson Environmental F� Wastewater Solutions Ltg
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S General Design Notes
Grease Separator for On -site Wastewater System
Ron Pereau
Polaris/Pro Sports
Van Rand Center
Lizorkal Nina
,11 ewer and distribution lines in the system are to be Schedule 40 PVC
a�111� Minimum Level Before Flow to Septic Tank
) vU4MLi .et t4_$t14 li1.C. 2.0 Gallons/Square Foot/Day
Material • Sand to construct the filter will meet the following characteristics
for 1?atiicle size specifications:
Effective diameter m 0.5 •. 1.0 mm
Maximum Coefficient of Uniformity - D60/D10 4.5
Depth - 24 inches
S) Two 1 of (internal Diameter) grease trap and filter tanks by Copeland Concrete are to
be water tight
�tldYdil: "i�for ,and Filter;
M iuria1 - 4" Perforated PVC Pipe
Slope: 1%
Bedding: - 3/4" Washed Gravel to a depth of 10"
,. (•c -` s , .0, 1 tr`r °. rife ^3) ;. .ft :an►e (303) 92.1 2 ,i.
J — er _1 -crti e PHONE ' 9638639 Rug. 09 1994 -1M P05
° i ; Ga: _.; 30.392:::' :. SUB NELSON. ! i . Wb. Ll U G fib
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GARFIELD COUNTY
BUILDING AND PLANNING
MEMORANDUM
To: File, Polaris/Pro Sports @ Van Rand Center, Ron Perau, owner.
From: Art Hougland, Chief Building Official
Date: August 30. 1994
Subject: Sizing of septic tank and leaching field for existing shop facility of
approximately 2,940 square feet and a probable future office and
storage expansion of approximately 700 square feet.
Under the 1988 Uniform Building Code currently adopted by Garfield County the
maximum Occupancy Load permitted is fifteen (15) persons. The maximum office
Occupancy Load less the storage is estimated to be four (4) persons.
Using the guidelines proposed for adoption at the end of this month by the Colorado
Department of Health, the following has been determined:
1. Table I indicates the gpd (gallons/person/day) (average) for factory or plant
(the occupancy most closely resembling the Pro Sports occupancy) to be 20
gpd per 15 maximum persons, or 300 gpd total.
2. Table I indicates the gpd for office personnel to be 15 gpd, or 60 gpd total.
3. The total gpd of 360 x 150% = 540 gpd total.
4. The State formula for absorption area for the confirmed percolation rate for
the area of the leaching field indicates the area required to be approximately
360 square feet for a standard gravel leaching bed. This would indicate that
for an "Infiltrator" or "Contactor" system bed this could be reduced to 216
square feet (12 pieces of Infiltrator or 14 pieces of Contactor). In addition,
for the "Infiltrator" system in a trench the absorption field can be further
reduced to 180 square feet (10 pieces of Infiltrator).
PerMem01.94
109 8TH STREET, SUITE 303 945. 8212/6254571/285.7972 • GLENWOOD SPRINGS, COLORADO 81601