HomeMy WebLinkAbout04482GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Name
System Location
Present Address
Permit 4 4 8 2
Assessor's Parcel No.
Legal Description of Assessor's Parcel No
SYSTEM DESIGN
This does not constitute
a building or use permit.
Phonw3 r11119 25 z2
111- - _s - cO tO
Septic Tank Capacity (gallon)
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 Installationtaal
System Installer_! 1 t ^'S,f, j—r c,'
Other
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 '/' �/y[�
- g
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. 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 1, Petty Offense ($500.00 fine -6
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COUNTY SEPTIC PERMIT APPLICATION
108 t Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 / Fax: 970-384-3470 / inspection Line: 970-384-5003
\Vww.£,artiefd_cou nty.com
Parcel No: (this information is available at the assessors office 970-945-9134) 21 -sop. _00.005
2
Job Address: (If an qddres,s has not been assigned, please provide Cr, Hwy or &dart Name & City) or and legal description
10 State Away 3a-( RA -se-, to Silo Sv
3
Lot Size: 5-3. a atm of No: I Block No: Subd./ Exemption:
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
( Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet
4
Owner. (properryowner)
'TO INA Rxaerd
Mailing Address .2p0 !}leer' lane
1304 1 CO 3030'/
Ph:
303 SIV9 2521
Alt Ph:
5
Contractor:
owner -Bourder,
Mailing Apr s 200 ,4jdeis /-AA6
Co 8010,1
o3 �y� �S
M Ph:
6
Engineer.Tirt Petr_- Ali
Senna_ Sep -afsc
�1�j ling Addres P0t3o)c a 8W/
EIe £,E- J .CO &i603.
Ph:
9yob1e con
Alt Ph:
7
PERMIT REQUEST FOR: ( ) New Installation ( ) Alteration (X Repair
8
WASTE TYPE: ()welling ( )Transient Use ( )Commercial or industrial )Non -Domestic wastes
- Describe
( )Other
9
BUILDING OR SERVICE TYPE:
peSedence.
Number of bedrooms 2.. Garbage Grinder Ores ( )No
10
SOURCE & TYPE OF WATER SUPPLY:
If supplied by COMMUNITY WATER, give name
DQWELL I. ( SPRIN ( ). TREAM OR CREEK ( )CISTERN
supplier. (r
of
11 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: pia
. Pia )
Was an effort made to connect to the Community System? ea *WU//tate_
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12
GROUND CONDITIONS:
Ground Water Table Percent Ground Slope
Depth to 1d
13
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
( Septic Tank ( )Aeration Plant ( )Vault ( )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 Pit ( )Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter
Describe
( )Wastewater pond ( )Other-
15
NMI effluent be discharged directly intowaters ofthe state? ( )YES (NQNO
16
PERCOLATION TEST RESULT: go be completed by Registered Professional Engineer, if Ne Engineerdoes the Percolation Test)
Minutes per inch in hole No.1 Minutes per inch in hole No.3
Minutes per inch i to o. Minutes pe inch in hole No._
�l
test r ' aa7 e 9 4r,5 - 7. BB
Name, address & telephone of RPE who made soil absorption
for design of the system: re 4n pe.;:-.' ra. 6 f e - so 3 R
Name, address & telephone of RPE responsible
17
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test 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 •y resthe denial of the application or revocation of any permit granted based upon said application
and Legal action for perjury as provided by law. / / 9 a ®j7
Cul
OWNERS SIGNATURE D T
Permit Fee:
Perk Fee:
Total fees:
Building Permit #:
Septic Permit #: `
Issue Date —(S CK
Building & Planning Dept:
APPROVAL DATE
SEB�ICE
September 8, 2008
PO Box 2844
Glenwood Springs, CO 81602
Ph 9706185033
Fax 303.2182796
FCEIVE
SEP 2 6 2008
GARFIELi) COUNTY
BUILDING & PLANNING Project No. 1513
John Powers
C/o Fred Kuersten
200 Alder Lane
Boulder, CO 80304
Installation,Observation, Existing Residence
1044 State Highway 325
Garfield County, Colorado
Mr. Powers,
ALL SERVICE septic, LLC performed an installation observation on September 9th 2008 for the
subject property.
The installation included the existing septic tank with the addition of an effluent filter, followed by 3
rows of gravelless chamber trenches. Each trench had 13 `Quick -4' chambers for a total of 39
chambers, equaling 385 SF of infiltrative area. Effluent is distributed via serial distribution. As
noted in the design, irrigation must be diverted or turned off to alleviate ground water conditions near
the drain field.
The OWS was installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes
are made to the OWS.
LIMITS:
The observations were based on information submitted. If conditions are different from conditions
described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS
construction must be according to the county regulations. The installer should have documented and
demonstrated knowledge of the requirements and regulations of the county in which they are
working.
Please call with questions.
Sincerely,
ALL SERVICE septie LLC
Timothy R. Pett(-^--,--
2 copies sent
Copy sent to Garfield County
PO Box 2844
Glenwood Springs,CO 81602
Ph 970.618.5033
Fax 303.216.2796
August 8, 2008 Project No. 1513
John Powers
200 Alder Lane
Boulder, Colorado 80304
Subsurface Investigation and Repair Onsite Wastewater System Design, Existing 2 -Bedroom
Residence
J1344 -State Highway 325
Rifle Creek
Garfield County, Colorado
John,
ALL SERVICE septic, LLC reviewed a percolation report prepared by 'HP Geotech' and prepared a
repair onsite wastewater system (OWS) design for the subject residence. The property is located in
Rifle Creek, Garfield County, in an area where OWS and wells are necessary.
SITE CONDITIONS
A 2 -bedroom residence currently exists as indicated on Figure 1. The existing drain field is
experiencing problems and must be properly abandoned. The existing septic tank is in good condition
and can be used with the proposed OWS. The slope in the area of the proposed drain field is
approximately 10% to the east, and vegetation consists of native grasses.
SUBSURFACE
The subsurface was investigated by `HP Geotech' on June 23, 2008. The investigation included a 6 -foot
test pit, and three percolation holes, in the area of the proposed drain field, as indicated on Figure 1. The
test pit indicated the site has about 6 inches of topsoil, underlain by sandy silty clay to 4.5 feet,
underlain by sandy clay and gravel to the maximum depth explored of 6 feet. Free water was
observed at a depth of 5.5 feet in the Profile Pit by our firm on August 8th 2008. The owner indicated
that irrigation was used in the area of the Profile Pit, and that the water subsided after the irrigation
was turned off.
Percolation rates ranged from 20 to 40 minutes per inch (MPI). A 33 MPI rate will be used to design
the OWS.
Onsite Wastewater Systems
Page 2
DESIGN SPECIFICATIONS
The OWS design is based on 2 -bedrooms and an average sewage load of 300 GPD. The installation
must include the existing, two-compartment, precast concrete septic tank, with an effluent filter
added to the outlet. Three gravelless chamber trenches must be installed as indicated on Figure 2.
Three rows of 13 `Quick 4' chambers, for a total of 39 chambers, and 385 square feet (SF) of
infiltrative area, are required. The chambers must be installed 18 -inches below grade. Six inches of
soil must be placed on the excavated areas to maintain a minimum 2 -foot depth, as indicated on
Figure 2.
Serial distribution must be used to distribute effluent. Irrigation must not be used in the area of the
new drain field and the drain field must be at least 100 feet from any well. Construction must be
according to the county ISDS regulations, the septic permit provided by Garfield County Environmental
Health Department, and this design. This design for the subject property, noted above, is valid only in
conjunction with the approved County Health Department permit.
OPERATION INFORMATION AND MAINTENANCE
The surface of the drain field should be seeded upon completion. Vegetation is an important factor in
drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo -
fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or
materials should be placed on backfilled drain field. Livestock should not graze on the drain field.
Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS.
For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and
harm a drain field.
The homeowner should pump the septic tank every two years and clean the effluent filter as needed.
Garbage disposal use should be minimized, and non -biodegradable materials should not be placed
into the OWS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWS. No hazardous wastes should be directed into the OWS.
Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic
waste only.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain
field due to the potential to compact soil. Extensions should be placed on all septic tank components
to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be
used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices
is optimal.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS
observation should be performed before backfill, after placement of chambers and distribution pipes.
Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must
also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the
installation.
Onsite Wastewater Systems
Page 3
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from
conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction
must be according to the county regulations. Requirements not specified in this report must follow
county regulations. The installer should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
Timothy R. Petz
3 copies
?p�P00 LICFNs,4
Reviewed Bytc,;<1pNERBF9�Fp't41roe 1
‘tst
as 38662 Nm i
Richard111 ,°E� `fi'�.���
�S10 N A�
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COUNTY ROAD 325
EXISTING
RESIDENCE
SITE PLAN AND LOCATION OF
PERCOLATION HOLES AND LOCATION OF
PROPOSED OWS
EXISTING DRIVES
MUST BE NO
WELLS WITHIN
100 FEET OF
PROPOSED
DRAIN FIELD
EXISTING
BARN
4 INCH PVC
SEWER LINE
PROFILE
PIT P-10
*
SCALE
1"=60'
APPROX.
NORTH
EXISTING SEPTIC TANK. PLACE AN EFFLUENT
FILTER ON THE OUTLET, AND BRING BOTH
RISERS TO GRADE.
4 INCH PVC
EFFLUENT LINE
385 SQ FT OF INFILTRATIVE AREA IN GRAVELLESS
TRENCHES. EACH TRENCH HAS 13 CHAMBERS FOR A
TOTAL OF 39 CHAMBERS.
SERIAL OVERFLOW LINES
OBSERVATION PORT
1044 STATE HWY 325, RIFLE CREEK
GARFIELD COUNTY, COLORADO
POWERS RESIDENCE
ALL
SERVICE SEPTIC, LLC
970-618-5033
PRO. NO. 1513
FIGURE 1
DESIGN
2 -BEDROOM RESIDENCE
LOADING = q = 300 GALLONS PER DAY
PEAK LOADING= 300 X 1.5 SAFETY FACTOR = 450 GALs/DAY
PERCOLATION RATE = 33 MPI
CALCULATED AREA = (450 GALS/DAY X SO RT 33)/ 5 = 517 SF
PROPOSED AREA = 517 SF X 30% REDUCTION = 362 SF
TRENCH SPECIFICATIONS
WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS
LENGTH OF 'QUICK -4' TRENCHES = 52 FEET = 13
CHAMBERS
TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 39
TOTAL INFILTRATIVE AREA = 385 SF
THREE TOTAL TRENCHES
DRAIN FIELD CROSS SECTION - TYP.
-.41-- 4" PVC
PIPE ATION -;s
OBER
4
1.5'
L
GRAVELLESS
CHAMBER
(4'x3')
6' MIN
LIMIT OF EXCAVATION
INSTALL TRENCHES AT A MAX DEPTH OF 1.5 FEET
FINISHED GRADE
SEVER LINE -
4' SCHEDULE 40
SLIP-ON PVC CAP
D0 NOT GLUE
EFFLUENT
LINE - 4'
SCHEDULE 40
OR 4' SDR
35 P.V.C.
\ MAY
NSR TRACER
WIRE MAY BE INSTALLED
TO LOCATE LINE IN
FUTURE
/ I !i
SWEEP / 2 WAY CLEANOUT
DETAILS (N,T.S) TYPICAL
PARTIAL MOUNDING
WILL BE NECESSARY
TO MAINTAIN 2' DEPTH
SCARIFY
SURFACE
INFILTRATOR(R) OUICK4(TM) CUT SHEET
4
oil
�^rte
2'
48"
(EFFECTIVE LENGTH
12
_►..�!!�,.
114
34
LINES TO ENTER AND
EXIT IN TOP PORT OF
CHAMBER END PLATE
4" PVC PIPE.
SERIAL
OVERFLOW
LINES TO BE
INSTALLED IN
'HIGH' PORTS
ON END
PLATES.
PLAN VIEW - TYP.
GRAVELLESS CHAMBER 'QUICK -4'
C �
0
OBSERVATION PIPE
0
3FEET
1
13 CHAMBERS PER TRENCH
0
INFILTRATOR
END PLATE
PROJECT NO. 1513
52'
6 FEET MIN
PVC LINE FROM TANK
FIGURE 2
BRING RISERS TO GRADE
Tank Adapter (cast or bolted)
Effluent Discharge
Modulating Discharge Orifices
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RM IS OPTIONAL
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HP Geotech Report
1044 State Highway 325
Project No. 108 333A
HEPWOtTrt-PAWL'AK, GEOTEt_FINICAL.
June 23, 2008
John P . ,wars
200 "'i1° Lane
Boulder, Colorado 80304
Job No. 108 333A
Subject. Percolation Testing, Replacement Septic System, Existing Residence,
1044 State Highway 325, Rifle Creek, Garfield County, Colorado
Dear Mr. Powers:
As requested by you, Hepworth - Pawlak Geotechnical, Inc., performed percolation
testing at the subject site. The work was done in accordance with our agreement for
professional services to you, dated June 16, 2008,
A profile pit and three percolation test holes had been excavated at the locations shown
on Figure 1. The subsoils exposed in the Profile Pit, below about 6 inches of topsoil,
consisted of sandy silty clay to 414 feet overlying sandy clay and gravel to the bottom pit
depth of 6 feet. The results of a percent finer than sand size gradation analysis performed
on a sample of gravelly sandy silt and clay. minus No. 4 sieve fraction is 66%. Free water
was observed in the Profile Pit at 4'A feet below ground surface and the upper soils were
moist to very moist. Percolation test holes were hand dug and soaked with water on June
15, 2008.
Percolation testing was conducted. on June 16, 2008, by a representative ofHepworth -
Pawlak Geotechnn al, Inc. The percolation test results are summarized on Table 1. The
percolation rates varied from 20 to 40 minutes per inch with an average of 33 minutes per
inch. USDA soil classification is clay loam with an LTAR of .30 gallons per square foot
per day. We understand that the water' in the Profile pit was due to nearby irrigation and
when the irrigation was shut off, the pit dried out, The irrigation practices will be
changed to keep this area from being flooded.
If you have any questions or need ,further assistance, please call our office.
Sincerely,
HEPWORTJI - PAWLAK GEOTECHNICAL, INC.
Louis E. Eller
Reviewed by:
Daniel E. Hardin, P.E.
LEE/ksw
attachments Figure 1— Location of Percolation Test Holes
Table i — Percolation Test Results
cc: Fred Kuersten
HP Geotech — Jason Deem (Silverthorne)
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1
PERCOLATION TEST RESULTS
308 NO. 108 333A
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER
DEPTH AT
START OF
INTERVAL
(INCHES)
WATER
DEPTH AT
END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
P 1
46
15
111/4
10
1'/z
20
10
9
1
9
8'r
ya
8%
TA
11a
7 4
61/2
a/.
61
5%
%
5%
5
!.
P2
47
15
101/2
10
Vz
. 40
9%
8%
aJ
81/4
8%
1/z
8a/
8
%
8
7%
%
7%
71e
71/4
61/4
l
P 3
46
15
91/2
9
Va
40
9
8%
a/
83a
7%1/2
71
71/2
*/a
71/z
TA
lye
0
61/4
6'% .
'1a
Note: Perco ation test holes were hand dug in the bottom of backhoe pits and soaked on June
15, 2008. Percolation tests were conducted on lune 16,. 2008. The average percolation
rates were based on the last three readings of each test.
Parcel Detail Page 1 of 4
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search 1 Assessor Subset Query_ 1 Assessor Sales Search
Clerk & Recorder Reception Search
Basic Building Characteristics 1 Tax Information
Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial ImprovementDetail
Land Detail 1 Photographs 1 Mill Levy Revenues Detail
Tax Area
021
Account Number
R210698
Parcel Number
212730200009
2007 Mill Levy
46.431
Owner Name and Mailing Address
POWERS, JOHN P.
200 ALDER LANE
BOULDER, CO 80304
Assessor's Parcel Description
(Not to be used as a legal description)
SECT,TWN,RNG:30-5-92 DESC: TR IN NW
PRE:R210695 BK:0715 PG:0839 BK:0715
PG:0838 BK:0715 PG:0837 BK:0712
PG:0702 BK:0707 PG:0487 BK:0702
PG:0448 BK:0697 PG:0872 BK:0621
PG:0784 BK:0621 PG:0782 BK:0621
PG:0780 BK:0621 PG:0778
Location
Physical Address:
1046 HIGHWAY 325 RIFLE
Subdivision:
Land Acres:
53.6
Land Sq Ft:
0
Section Township
Range
11
11
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=212730200009 8/18/2008
Parcel Detail Page 2 of 4
30 I)
5
92
2008 Property Tax Valuation Information
Additional Value Detail
Most Recent Sale
Sale Date:
Sale Price:
Additional Sales_Detail
Basic Building Characteristics
Number of Residential
Buildings:
Number of Comm/Ind
Buildings:
2
0
Actual Value
Assessed Value
Land:
10,080
2,930
Improvements:
270,380
23,420
Total:
280,460
26,350
Additional Value Detail
Most Recent Sale
Sale Date:
Sale Price:
Additional Sales_Detail
Basic Building Characteristics
Number of Residential
Buildings:
Number of Comm/Ind
Buildings:
2
0
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=212730200009 8/18/2008
Residential Building Occurrence 1 Characteristics
1 STORY:
369
2 STORY:
630
PORCH, ENCLOSED,
FINISHED:
370
TOTAL HEATED AREA:
1,629
ABSTRACT CODE:
FARM/RANCH RESIDENCE -
IMPS
ARCHITECTURAL STYLE:
1 1/2 STRY
EXTERIOR WALL:
AVERAGE
ROOF COVER:
COMP SHNGL
ROOF STRUCTURE:
GAMBREL
INTERIOR WALL:
DRYWALL
FLOOR:
SHT VINYL
FLOOR:
CARPET
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Parcel Detail Page 3 of 4
HEATING FUEL:
SOLAR
HEATING TYPE:
WOOD STOVE
STORIES:
STORIES 2.0
BATHS:
1.7
ROOMS:
4
UNITS:
1
BEDROOMS:
2
YEAR BUILT:
1981
Additional Residential/Commercial I iprov_ement Detail
Tax Information
Tax Year
Transaction Type
Amount
2007
Tax Payment: Whole
($1,223.44)
2007
Tax Amount
$1,223.44
2006
Interest Payment
($10.94)
2006
Interest Charge
$10.94
2006
Tax Payment: Whole
($1,094.36)
2006
Tax Amount
$1,094.36
2005
Tax Payment: Whole
($1,098.64)
2005
Tax Amount
$1,098.64
2004
Tax Payment: Whole
($1,127.38)
2004
Tax Amount
$1,127.38
2003
Tax Payment: Whole
($1,250.38)
2003
Tax Amount
$1,250.38
2002
Tax Payment: Whole
($1,222.64)
2002
Tax Amount
$1,222.64
2001
Tax Payment: Whole
($1,248.94)
2001
Tax Amount
$1,248.94
2000
Tax Payment: Whole
($1,299.64)
2000
Tax Amount
$1,299.64
1999
Tax Payment: Whole
($1,303.04)
1999
Tax Amount
$1,303.04
Mill Levy Revenues Detail
Top of page
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=212730200009 8/18/2008