HomeMy WebLinkAbout04547a building or use permit.,
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 401 4 5 4 7
Glenwood Springs, Colorado 81601 Permit
Phone (970) 945-8212 ssessor's Parcel No.
°° k,kst-_Dom'
M -1 l 2
INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute
PROPERTY .sporcaEei ��-
Owner's Name ?LYS -HER Present Adddresss69 J�" ) 211)I -F1 -Phone � L0-75
I y '
System Location 3 4 c ` . 2 1Q cJ K9 -1""V V Lo
Legal Description of Assessor's Parcel No. 2_11_09 co- D � 1
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
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
Date Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
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.
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 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 1, Petty Offense ($500.00 fine - 6 months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 401 4547
Glenwood Springs, Colorado 81601 Permit
Phone (970) 945-8212 Assessor's Parcel No.
(11177,
'INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Name
System Location �,!
-
This does not constitute 1
a building or use permit.
L .-1
•!`TF\ E Present Address1:,`1 �7,,(12..j 2 <ti LE -Phone (-( i- i I L.0-6 l ,1; ..
�� 7
Legal Description of Assessor's Parcel No. F L_' ` PC1 — C: �-2- "" CJ , D cl
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
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
Date Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
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.
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 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 1, Petty Offense ($500.00 fine - 6 months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COUNTY SEPTIC PERMIT APPLICATION
108 8th Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003
www.earf ie [d-countv.com
I
Perk Fee:
Parcel No: (this information is available at the assessors office 970-945.9134) 216 902 2 0 0 019
2
Septic Permit
Job Address: (ifn address has not been assigned, lease provide Cr, Hwy or Street Name ti City) or gnd legal description
App. 9 miles NW of Town of Parachute, NWSW, Section 2, ES, R97W, 6th P.M.
3
Lot Size: Lot No: Block No: Subd.! Exemptio :
355 Acres N/A N/A N/A
4
Build'
Owner: (properly owner)
SAVAGE LIMITED PARTNERSHIP
Mailing Address 5953 COUNTY ROAD 320
I RIFLE, Co 81650
Ph:
970-625-1675
Alt Ph:
5
APPROVAL DATE
Contractor:
MARATHON OIL COMPANY
Mailing Address 743 HORIZON CT, STE 220
Grand Junction, co 81506
Ph:
970-245-5233
Alt P'
,13-854-4824
6
Engineer: N/A
Mailing Address
Ph:
Alt Ph:
7
PERMIT REQUEST FOR: (X New Installation ( ) Alteration ( } Repair
8
WASTE TYPE: ( }Dwelling
( )Other - Describe
( )Transient Use (4Commercial or industrial ( )Non- Domestic wastes
9
BUILDING OR SERVICE TYPE: sewage vaults associated with temporary employee housing - Pad 697-2C •
Number of bedrooms N/A__ Garbage Grinder ( )Yes (X)No
10
SOURCE & TYPE OF WATER SUPPLY: f. )WELL ( )SPRING ( }STREAM OR CREEK (X)CISTERN
If supplied by COMMUNITY WATER, give name of supplier: water hauledo location by Thirsty Water
11
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System?
Town of Parachute - app. 9 miles to the Southeast
No - di stance too great
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12
GROUND CONDITIONS:
Depth to 15V Ground Water Table app . 80 feet Percent Ground Slope < 1°
13
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
( )Septic Tank ( )Aeration Plant OVault ( )Vault Privy ( )Composting Toilet
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet
( )Other- Describe
14
FINAL DISPOSAL BY:
( )Absorption trench, Bed or Pi( ()Underground
( )Wastewater pond ())Other-
's triacanyon( or w. uarti Boers andfiJl)Eor�otnsDratpermitte(d)Sand ci%ity
Descril3g
15
Will effluent be discharged directly into waters of the state? ( }YES () NO
16
PERCOLATION TEST RESULT: (to be
Minutes
Minutes
Name, address & telephone of RPE who
Name, address & telephone of RPE responsible
completed by Registered Professional Engineer, if the Engineer does the Percolation Test)
N/A per inch in hole No.1 Minutes N/A per inch in hole
No.3
No.
N/A per inch in hole No.2 Minutes N/A per inch in hole
made soil
absorption test: N/A
for design of the system: N/A
17
Applicant acknowledges that the completeness
the local health department to be made and
issuance of the permit is subject to such
reports submitted herewith and required
and are .esigned to be relied on by the local
understanr at any alrcation or misre.r-.ent.i
and legal a o it *l-g4ry as ro id el
of the application is conditional upon such further mandatory and additional test and reports as may be required by
furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the
terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and
to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief
department of health in evaluating the same for purposes of issuing the permit applied for herein. I further
an may result in the denial of the application or revocation of any permit granted based upon said application
.
10/6/08
OWNERS SIG ATURE DATE
STAFF USE ONLY
Permit Fee:
n :3 .6°
Perk Fee:
Total fees:
934)
Building Permit 11:
11207
Septic Permit
#:
Issue
Date:
Build'
& ' Ian
Dept:
APPROVAL DATE
EDGE
OF PACT--
r
AD
2" BLUE CORE WATER LINE
END INV. ELEV. 97.75'
2" BLUE CORE.
30.16' L.F.
(1) 2" BLUE CORE 90" BEND
INV. ELEV. 97.75'
LEGEND
• SEWER TAP
• WATER TAP
CLEANOUT
FIRE TAP
SEWER LINE
WATER LINE
FIRE LINE
CONSTRUCTION
SET
2" BLUE CORE,
51.27' L.E.
(1) 2" BLUE CORE 90' BEND
INV. ELEV. 97.75'
2" BLUE CORE,
48.77' L. F.
CU
30 YD'TRASH
COMPACTOR
FINISHED PAD
GRADE ELEV. 100'
2" BLUE CORE WATER LINE
END INV. ELEV. 97.75'
(1) 2" BLUE CORE TEE
INV. ELEV. 97.75'
2" BLUE CORE.
6.00' L.F.
(1) 2" BLUE CORE TEE
INV. ELEV. 57.75'
2" BLUE CORE.
143.75' L. F.
NOTES:
1. OWNER IS RESPONSIBLE FOR SIZING PUMPS.
2. DEPTH OF WATER LINE IS TO BE 97.75' BASED ON
U NIFORM PAD ELEV. OF 100.00'.
3. WATER LME TO BE INSULATED AND HEAT TAPED
PER DETAIL ON SHEET 3.
4. WATER AND SEWER LINE SEPARATION PER DETAIL
ON SHEET 3.
5. DESIGN BASED ON A REFERENCE ELEVATION OF
100,00' FOR FINISHED PAD GRADE.
6. TRENCH:NG. SACNFILLMG & COMPACTION TO
FOLLOW ATTACHED TECHNICAL SPECIFICATION 02221.
7. SEWER TANK IS A 10000 GALLON XERXES MODEL.
6. STANDARD MIN. SEWER LINE DEPTH TO BE 2'
B ELOW FINISHED PAD ELEV.
9. POTABLE WATER TANKS ARE 7000 GAL. EACH
SEwraR TAN1D
RIG CHANGE
RDEM
NABfRS SLEEPER
19199
EDGE) 2" BLUE CORE WATER LINE J
OF PAD END INV. ELEV. 97.75'
2" BLUE CORE.
12.63' L.F.
2" BLUE CORE.
19.07' L.F.
(1) 2" BLUE CORE
90' BEND
INV. ELEV. 97.75'
2" BLUE CORE.
19.44' LE.
(1) 2" BLUE CORE 90' BEND
INV. ELEV. 97.75'
2" BLUE CORE WATER LINE
START INV. ELEV. 97.75'
A �
o �
Fire PUMP
House
BLUE CORE,
56.70' L.F.
(1) 2" BLUE CORE 90' BEND
INV. ELEV. 97.75'
2" BLUE CORE.
17.66' L.F.
6
SCHMUESER 1 00800)1 1 9E1%8
SCHMUESER GORDON MEYER
1 8 W. 8TH Srre r. SurE 200
GI.EMw000 SPRINGS. COLO8w40 81.501
19701945-1004 FAX 1970) 945-5948
ASPS. COWR•00 (9701 92ap727
0885,8e BGS le. 001970, 349'5353
MARATHON OIL
Garfield County, CO
a>f
Nabors M87
Water Utilities
ve
ex
AS
058 rofs/zave
,,40
1
eVwi+SrlPaB w
or 3
I
EDGE
OF PAD`
SEWER CLEANOUT TYP.
SEE DETAIL SHEET 3
4" PVC C900 SEWER LINE
START INV. ELEV. 98.00
4" PVC 0900, 32.95' L.F.
0 2% SLOPE
(1) 4" PVC 0900
WYE W/ 45' BEND
INV. ELEV. 97.34'
_LEGEWO
SEWER TAP
WATER TAP
CLEANOUT
FERE TAP
SEWER UNE
WATER LINE
FIRE LINE
CONSTRUCTION
SET
4" PVC C900, 63.77' L.F.
0 2% SLOPE
(1) 4" PVC 0900 90- BEND
INV. ELEV. 99.07
30 YD<TRASH
COMPACTOR
FINISHED PAD
GRADE ELEV. 100'
4" PVC C900. 48.76' L.F.
0 2% SLOPE
EDGE
OF PAD
c
SEWER
TREATMENT
SEWG?R TAN@
UUUCU O ° ° L.) C4!)
‘D CD
N cv cu cv
(1) 4" PVC C900 WYE W/ 45' BEND
INV. ELEV. 95.09'
_ 4" PVC 090D, 29.95' L.F-
0 2% SLOPE
4"X4"X4" PVC 0900 WYE (1)
INV. ELEV. 94.51'
RICE MANAGER
/ 19198
RIG CHANGE
ROOM
4" PVC 0900 SEWER LINE
START INV. ELEV. 96.00
4" PVC C900, 7.76' L.F.
0 2% SLOPE
4" PVC C900 WYE W/ 45' BEND
INV. ELEV. 97,84'
COMPANY MAN
19057
NAB❑RS SLEEPER
19199
4" PVC C900, 15.90' L.F. L 4" PVC C900, 111,4B' L.F.
0 2% SLOPE 0 3% SLOPE
(1) 4 PVC C900 WYE w/ 45' BEND
INV. ELEV. 94.19'
NOTES:
1. OWNER IS RESPONSIBLE FOR SIZING PUMPS.
2. DEPTH OF WATER LINE 15 TO BE 97.75' BASED ON
UNIFORM PAD ELEV. OF 100.00'.
3. WATER LINE TO 6E INSULATED AND HEAT TAPED
PER DETAIL ON SHEET 3.
4. WATER AND SEWER LINE SEPARATION PER DETAIL
ON SHEET 3.
5. DESIGN BASED ON A REFERENCE ELEVATION OF
100.00' FOR FINISHED PAD GRADE.
6. TRENCHING, BACKFILLING & COMPACTION TO
FOLLOW ATTACHED TECHNICAL SPECIFICATION 02221.
7. SEWER TANK IS A 10000 GALLON XERXES MODEL.
8. STANDARD MIN. SEWER LINE DEPTH TO BE 2'
BELOW FINISHED PAD ELEV.
9. POTABLE WATER TANKS ARE 7000 GAL. EACH
O
Q �
O 2
Fire Pump
House
laJ
co
a I-
03
a
5011.1E5E9 �" 50600N 822011
SCHMUESER GORDON MEYER
11 W. 6n1 STREET, SUITE 200
GLENW000 SPRING,. COLONADO 8 1601
19701945-1004 FAX 59701 945-5046
As'EN, COLonao0 18701925-6727
Co 5,112 9112111. 0019701349-5055
MARATHON OIL
Garfield County, CO
Nabors M37
Sewer Utilities
he Ns ave -.res
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SCALE: 1/24
52 3/4
11 2 7/8-
3
4
9' ' 3/4
5
6
7
18 1/2
42 344-4-
9
/4+
9
83 344 1 102 1/4
6'DIA 5CH 40 PVC INLET PIPE WITH NTERMAT SANITARY TEE & PIPES
RISER PIPE, FOR 24'(NCWINAL) ACCES5 OPENING
FULL PLATE BAFFLE (48- INVERT) WITH 3-4'010 HOES
LIFTING LUG
1x)
HOLO CCN5 STRAP LOCATION
31 6 1/2'
10
11
12
13
NOTE:
1 - SEE 314815' ONE YEAR LIMITED WARRANTY
FOR DNDER0R004D SEPTIC TANKS,
2 - INVERT DIMENSION 7115042 TANK I,D,
7
14
15
16
16 3/4(TYP)
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XERXES`
All
fi pl6 S
GCAP, 1.OI GALLONS
If... OIL M115 f1
,e �+� Di 632-638100
07/25/2007 09:58 19706252106
DOWN VALLEY SEPTIC PAGE 03/04
D01NN VALLEY SEPTIC 8 DRAIN, NC
scow MOYER, OWNER
SMELLY PROBLEM SPECIALIST
PA. BOX 1929 a RIFLE, CO 81660
970-625-5556 701L FREE 866.311-6556
July 25, 2007
Marathon Oil Company
Attn. Don Lafont
5555 San Felipe
Houston, TX 77056
Re: Vac Truck Services
To Whom It May Concern:
We, Down Valley Septic are supplying Marathon Oil Company with vac truck
services and general maintenance for the construction & to accommodate the Drilling
Rigs for Marathon Oil. Company's Piceance Project in remote areas on top of the Mesa in
western Colorado. We will be providing maintenance and supplying a vac truck to
remove the sewage from the top of the Mesa. The sewage associated will be hauled off:'
the Mesa and legally disposed of at the Garfield County Landfill.
ank you,
475 iT1/41
� Qey
MUNICIPAL • RESIDENTIAL • cOMME c1AL
S FIX • %WMR • DRAIN •
GENERAL PERMIT
DOMESTIC WASTEWATER
VAULT SYSTEMS
AUTHORIZATION TO UTILIZE A VAULT SYSTEM UNDER THE GARFIELD COUNTY BOARD OF
HEALTH "INDIVIDUAL SEWAGE DISPOSAL SYSTEMS REGULATIONS"
The Garfield County Board of Health "Individual Sewage Disposal Systems Regulations" adopted in 1994
pursuant to current guidelines of the state board and adopted in compliance with Section 25-10-104(2), (3), and
(4) C.R.S., shall govern all aspects of permits, performance, location, construction, alteration, installation, and
use of individual sewage disposal systems of less than 2,000 gallon per day design capacity.
This permit specifically authorizes the entity(s) listed on page I of this document to install and utilize a vault
system, as of the effective dates stated on page 1, in accordance with permit requirements and conditions set
forth in part 1 hereof. Any vault system installation authorized herein shall be consistent with the terms and
conditions of the permit. l —7
SEPTIC PERMIT NUMBER
WELL SITE LOCATIONS (APD#(s)) 97– 2C
OPERATORS NAME7
A. GENERAL:
Vaulted wastewater systems are not permitted in Garfield County for any facility that will generate 2000
gallons or more of wastewater per day. A vault system as permitted by Garfield County is allowed only
for limited use occupancy with a cumulative usage period of less than one year and for occupancy of 24
or less people, only on property which cannot accommodate a sewage treatment system. Vault
systems are allowed on oil and gas well pads due to the Iimited development time frames and limitation
of on site disturbance set by the Colorado Oil and Gas Conservation Commission, the United States
Forest Service and the Bureau of Land Management.
A vault, as permitted by the local board of health, shall have a minimum 1000 gallon effective capacity.
B. TERMS AND CONDITIONS
1. Minimum, horizontal distances from the various components of a system to pertinent terrain
features, including streams, lakes, water courses, springs, wells, subsoil drains, cisterns, water
lines, suction lines, gulches, dwellings, other occupied buildings and property lines, shall be in
accordance with the following "Table of Minimum Horizontal Distances".
2. No vault system shall be installed in a floodway.
3. When a system is installed in a 100 -year floodplain then the system shall meet or exceed the
requirements of the National Flood Insurance Program. The system as approved by the Garfield
County Building Official or his/her designated agent shall be designed to minimize or eliminate
infiltration of floodwaters into the system, and discharge of the system into the floodwaters.
4. Only tanks that have been certified by the Colorado Department of Public Health and
Environment shall be used for a vaulted system.
5. All tanks shall be installed in accordance with the manufacturer's specifications.
6. Watertight vaults shall not allow infiltration of groundwater or surface water and shall not
permit the accidental or intentional discharge release of wastewater or liquids to the ground
surface or to waters of the state.
1
7. Vaults shall not have an outlet unless designed to flow to another tank in series for the purpose
of increasing holding capacity. Such outlets shall be water tight.
8. Tanks shall be so constructed and installed as to withstand earth and hydrostatic pressures when
filled and when empty.
9. In locations where groundwater may cause instability problems to the vault due to flotation, the
tank shall be anchored in a sufficient manner in order to provide stability when the tank is
empty. The method of anchoring must be approved by the Garfield County Building Official or
his/her designated agent prior to installation. The local authority may require the design of the
anchoring system to be prepared by a Registered Professional Engineer.
10. Each vault unit shall be equipped with an access manhole located to permit periodic physical
inspection and maintenance of all the tank and removal of the waste contents.
11. Components shall be so designed and constructed that when installed in accordance with
manufacturer's recommendations, they shall be capable of being easily maintained, sampled,
drained, pumped, inspected and cleaned.
12. The surface of the ground over the vault system must be restricted to activity or use which will
allow the system to function as designed and which will not contribute to compaction of the soil
or to structural loading detrimental to the capability of the vault to function as designed.
13. All metal surfaces shall be properly coated to prevent corrosion.
14. Plumbing fixtures, grease traps, building sewers, vents, sewer lines and other appurtenances
shall be designed, operated and maintained so as to comply with the minimum requirements of
the International Plumbing Code.
15. All wastewater lines used in individual sewage disposal systems shall be constructed of
compatible pipe, bonding agent, and fittings.
16. Where plastic pipe and fittings are used, the minimum wall thickness of the pipe shall conform
to ASTM Standard D 3034, or equivalent.
17. All electrical work, equipment, and material shall comply with the requirements of the National
Electrical Code.
18. A signal device shall be installed to indicate when pumping is necessary.
19. The permittee shall provide for maintenance and cleaning of the vault system through a legal
contract with a company experienced in the removal, proper handling, transport and proper
disposal of the vault contents.
20. Disposal of waste materials removed from a vault system in the process of maintenance or
cleaning shall be accomplished at a site approved by Garfield County in a manner which does
not create a hazard to the public health, a nuisance or an undue risk of pollution and which
complies with state and local rules and regulations.
21. When the use of a vault system is terminated or the vault system is relocated, the contents of a
vault shall be properly removed and disposed of and the emptied vault shall be filled with soil
or rock, or the Garfield County Building Official may allow the vault to be reused, removed and
disposed of properly.
E. RECORDS
The Permittee shall establish and maintain records. All records shall be maintained a public records and
be made available to Garfield County or other third party upon request. Required records shall include,
but not be limited to, the following:
• A copy of the permitees's current legal contract for removal of vault waste.
• A copy of this permit.
• The dates, location, and time of pumping tank contents;
• The individual(s) and company that performed tank pumping;
• The volume of waste removed from the tank;
• The location of disposal including a receipt from the receiving facility;
• Any system repair or maintenance performed including the reason for said repair or maintenance.
F. CERTIFICATION OF AN APPROVED VAULT SYSTEM INSTALLATION
2
The Permittee shall inform the Garfield County Building Official in writing of any intent to construct,
install, or alter any vault system, no greater than 48 hours after construction, and shall furnish the
Garfield County Building Department such plans and specifications to evaluate compliance with the
Garfield County ISDS Regulations.
G. REMOVED SUBSTANCES
Solids, sludge's, or other pollutants removed in the course of vault maintenance shall be removed and
disposed of in a manner such as to prevent any of this material from discharging to the ground surface
or from entering waters of the State. For all domestic wastewater treatment works, the Permittee shall
dispose of sludge in accordance with State (Regulation No. 64) and Federal (Section 405(d) of the Act)
regulations. The Permittee shall take all reasonable steps to minimize or prevent any discharge or
sludge use or disposal in violation of this permit that has a reasonable Iikehood of adversely affecting
the public health or environment. Permittee shall maintain a copy of a service contract and any
pumping and disposal records from the approved contracted systems cleaner and submit such
information when requested by the local regulatory authority.
H. PERMIT VIOLATIONS
Failure to comply with any terms and/or conditions of this permit shall be a violation of this permit.
The surface discharge of any pollutant identified in this permit in a manner other than is authorized in
this permit shall constitute a violation of the permit. Permit violations will be subject to enforcement
provisions as outlined in Section IV.H, IV.I and IV.N of the Garfield County Board of Health
"Individual Sewage Disposal Systems Regulations". Violations of the permit are the sole responsibility
of the Permittee.
I. ACCESS TO THE SITE
For the purpose of inspection and enforcing applicable rules, regulations, terms and conditions of any
permit issued, the Garfield County Building Official or his/her designated agent is authorized to enter
upon private property at reasonable times and upon reasonable notice for the purpose of determining
whether or not operating sewage treatment systems are functioning in compliance with this permit.
3
•