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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 28 1
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Name CPrifkr)rn
System Location '`
Legal Description of Assessor's Parcel No ,t T -Cy `w�) - toy --vvr�r�
-516 (53;-9
Assessor's Parcel No.
This does not constitute
a building or use permit.
Present Address �--i`--�"�-�v t l9� Phone
(O( S-s87a
r-.ak CIL (\ ---
SYSTEM DESIGN &'I" f 74-04-16 JAS n -u p 3 - 07
�
L - -- C¢�, )vs 7A/C, &-07
Septic Tank Capacit' y (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 Installe
Septic Tank Capacity /J �����if^q/%
Septic Tank Manufacturer or Trade Name (� 1
Septic Tank Access within8"
88" of surface r� h ��(/ ,,U��on
Absorption Area Pret0 jrata M td/ / a-320 - a1''"' "'7" Sitil
I'i.
Absorption Area Type and/or Manufacturer or Trade Name ✓ r' ' 1 /,,'
Adequate compliance with County and State regulations/requirements �x
Other
Date 319-31o7
Inspector infrOtael ail P Sett a� UT -
RETAIN WITH RECEIPT RECORD AT CONSTRUCTION SITE #n/y4
*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 I, Petty Offense ($500.00 fine — 6
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
Mar 13 07 04:56p Bill Balaz 970-263-9736 p.2
970 076 5442 P.03
MAR -t2-2097 10:11 AM YinStoOLS
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
QTR Thom and Camille Toler
ADDREss 361 County Road 311 PHONE 970-618-5872
CONTRACTOR Tomca Construction
ADDRESS 361 County Road 311
PHONE 970-618-5872
5140 L'9011 -j1
PERMIT REQUEST FOR. (-.1) NEW INSTALLATIONe ) ALTERATION () REPAIR
Attach separate sheets ar report showing entire area with respect to surrounding areas, topography of area, habitable
building, loeatioa of potable water wells, soil percolation test holes,soil profiles in test holes (See page 4).
LOCATION OF P' ()POSED FACILITY;
Near what City of Town Silt Sizc of Lot 6.78 ac
Legal Description or Address 361 County Road 311
WASTES TYPE: (x) DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER -DESCRIBE
BUILDING ORSERVICE TYPE:.1 bedroom cabin 3 each
Number of Bedrooms 3 total Number of Persons 6
( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (X) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier;
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 1/++ mile
Was an effort made to coaneot to the Community System'? Ko main available to connect to that crosse
river
A site ulttn to mired to be submitted that Indicates the foAmvina MINIMUM distances:
Leach Fiend to Weil: 100 teat
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Comae: SD feet
Septic System (tepee tank & dlapotd field) to Property Limn 10 feet
X(UR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PET WILL NOT BE ISSUED WITHOUT
SITE PLAN.
GROUND CONDITIONS;
Depth to first Ground Water Table
Percent Ground Slope
2
Mar 13 07 04:56p Bili Balaz
MAR -12-200? 10:11 AM T'1MSTOOLS 7fn Web b4Y4
970-263-9736
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(X) SEPTIC TANK ( )
( ) 'VAULT PRIVY ( )
( ) PIT PRIVY ( )
p.3
r.104
AERATION PLANT ( ) VAULT
COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
UNDERGROUND DISPERSAL ( ) SAND FILTER
ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
OTHER -DESCRIBE
WILL. EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Ito
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes per inch in bole No. I Minutes per inch in hole No. 3 '
Minutes tier •inch in bole No. 2 Minutes per inch in hole No. _
Nance, address and telephone of RPE who made soil absorption tests:
Name, address and telephone of RPE responsible for design of the system:
Applicant acknowledges Maths campleteoess oldie application it conditional upon such flutter mandatory andaddition al van and reports as
may be requiredby the lord heath dapu hent to be made and famished by the applicant or by the local health depasmx+nt forpaepoaedofthe
evaluation of the application; and the issuance ofthe penah is subject to ouch tams and conditioners dammed necessary to insurecranpliance
with gala and regulations made, intbrmaddn and motet submitted herewith end required to be submitted by the applicant an or will be
represented to be true and correct to the bar of my knowledge and belief and are designed In be relied on by the local department of health in
evilustin the same kr purp . Issuing the peanut applied for herein. 1further understandthat enyfalsification ormfareptesentationmay
rewhinthe drain/ atlas Rept' , orrevocetionafetyma&gnmedbaseduponsaidappthztionendinlegdactionforperjuryasprovided
by low, �,
Sign e--11/110/41121111 . Date
PLEASE DRAW AN ACCURATE MAP T r YO PROPERTY!!
3
Mar 13 07 04:57p Bill Balaz
.11105313 d31118 hem
2E17013nwIH7 wOHt
970-263-9736
p.4
Mar 13 07 04:57p Bill Balaz
970-263-9736
p.5
Ruby River Resort
Estimated Sewage Demand
Number 1 Bedroom Cabins 3
Number of persons per bedroom 2
Gallons per day per person 75
Multiplier 1.5
Washer, gallons per load 50
Loads per day 2
Multi -Purpose Room Restroom,gpdpp 5
Multi -Purpose Room Capacity 75
Fishing Pond Visitors/Day 10
Fishing Rental Bathroom gpdphr 51
Fishing Pond Rental Office, hrs 8
gpd=gallons per day
Existing Leach Field Capacity 1125 gpd
Toler Residence,3 Bedrooms 675
Cabin, 2 Bedrooms 450
Total 1125
Proposed Phase 1 Additions
3 - Cabins, 1 Bedroom each 675
Multi -Purpose Room - 2 Bathrooms 562.5 later date separate system
Fishing Rental - 1 Bathroom 612 later date separate system
Laundry to wash linens & towels 150
Total current project 3 cabins 825
Total Phase 1 1999.5
Total Sewage Demand 3124.5 gpd
Laundromat in original submittal was intended to be a washer
to wash linens and towels from the cabins.
Ruby River Resort
Mound System Design
PIPING FROM CABINS AND MOUND SIZING:
Assumes one common pipe with connections to each cabin
Service Pipe Diameter, ft. 0.33
Depth below ground from cabin to top of pipe, ft. 2.67
Distance from Cabin 1 to service line, ft 8.12
Grade on service lines 2.08%
FL Depth @ Connection 3.17
Distance to second cabin, ft 45.80
FL @ Cabin 2 4.12
Distance to Third Cabin, ft. 45.42
FL @ Cabin 3 5.07
Distance to Septic Tank, ft 7.00
Septic Tank Inlet 5.21
Septic Tank Top Elevation 4.05
Distance to Dosing Tank 10
Inlet Dosing Tank 5.42
Distance from Inlet to Top of Tank 1.165
Approximate Depth of Bury 4.26
Calculation of Mound System Size
Minimum Gravel Base Area
Minimum Sand Fill Base Area
868.42 sq. ft.
1031.25 sq. ft.
Width of Gravel Base, ft. 18
Length Gravel Base, ft. 48.25 Use
Width of Mound at Base Gravel, ft 24.00
Length of Mound at Base Gravel, ft. 56.00
Width of Sand, ft.
Length of Sand, ft.
Area, sq. ft.
50
24.00
56.00
1344.00 Greater than 1031 OK
Width of Pit Run, ft. 24.00
Length of Pit Run, ft. 56.00
Width of Toe Mound, ft. 48.00
Length Toe Mound, ft. 80.00
Height of Mound
Topsoil, ft. 1
Gravel, ft. 1
Sand, ft. 2
Pit Run, ft. 2 pit run below ground
Total 4
Side Slope 3 :1
Width Added to Base ft. 12
Ruby River Resort
Mound System Design
PUMP SIZING:
TANK DIMENSIONS
WIDTH INSIDE 5.84
LENGTH 7.67
DEPTH 3.25 LIQUID LEVEL
VOLUME 14573
VOLUME GALLONS 1090.03
DOSE VOLUME @ 75% GALLONS
VOLUME CU. FT.
INSIDE AREA, SQ. FT.
DEPTH FT
ADD 12" FROM BOTTOM FOR PUMP
DISTANCE TO CL INLET
NOTE ONE DOSE PER DAY
618.75
82.72
44.79
1.85
2.85 TURN ON
1.99
PUMP HEAD
VERTICAL
DISTANCE TO PUMP INLET, FT. 6
MOUND DIST. PIPE ABOVE EG, FT. 3
TOTAL 9
2-1/2" PIPE LENGTH, FT. 75
1-1/2" PIPE LENGTH, FT. 122 INCLUDES FITTINGS
FRICTION LOSS 2-1/2" PIPE/100FT 1.91
FRICTION LOSS 1-1/2" PIPE/100FT 16.50
FRICTION LOSS, FT, 21.56
TOTAL 30.56
TIME TO PUMP MINUTES 12.38
BALAZ & ASSOCIATES, INC.
2527 Foresight Circle Grand Junction, CO 81505 Phone: (970) 263-9733
August 23, 2007
Mr. Andy Schwaller
Garfield County Building & Planning Department
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
Re: Thom and Camille Toler
Ruby River Resort
Mound System Certification
Dear Andy:
ECE1VED
AUG 2 7 2007
GAM'COUNTY
BUILDING & PLPANING
This letteris being written to certify that the mound system for the three cabins has been built essentially
according to the design. BAI personnel inspected the mound system construction on June 14, 2007 and
July 25, 2007. The attached pictures show the system under construction and completed.
Please let me know if you need any additional information. Thank you for your assistance on this
project.
Sincerely,
Balaz & Associates
illiam P. Balaz
President
YAW
Cc: Thom and Camille Toler w/ Attachments.
LOOKING @ TOP OF MOUND
LOOKING ® TOP OF MOUND
LOOKING @, DOSING TANK FROM MOUND
LOOKING AT COMPLETED MOUND SYSTEM
VICINITY MAP
1" = 2000'
3-#4 REBAR (MIN) TIE DOWNS
ANCHORAGE FOR DOSING TANK 1 C.Y. WEIGHT
BLOCK EACH SIDE OF TANK
WIGGER
WELL
- X- X- X- X- X- X- X- X
ONm3M0
AadnIxnd
'X3
J
TOLER
WELL
1
0
20
SITE PLAN
1"=40'
GRAPHIC SCALE
40
80
160
( IN FEET )
1 inch = 40 ft.
TANK ANCHORAGE DETAIL
SECTION VIEW THRU TANK
N.T.S.
2-1/2" SOLID PVC
(CL200)
FROM DOSING TANK
78'±
12" MIN. SCREENED ROCK
DISTRIBUTION LATERAL
SCREENED ROCK (12" MIN. THICKNESS)
SEE NOTES FOR MIN. BASE AREA
-#4 REBAR
TOE OF MOUND SLOPE ±
-50'
INSPECTION
WELL
t
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,r aC.d °S•. P..�±: qA'.;.
•it,a
ted::.l+
Y
3 ,;;..c.*:!..,:;.:!....c....,...°:.,Ili.1„,:::
•,......,:;,::.•:::••:N.,•••,. `,..,e•
1F: ,•s;_'*'•
�
•.
�. P.. R. 3•, v
EDGE OF GRAVEL BE
869 SQ. FT.
(GRAVEL AREA)
1-1/2" PERFORATED PVC
DISTRIBUTION LATERAL
PLAN VIEW OF MOUND
N.T.S.
3 MIN.
11
AYER OF FABRIC
12" MIN. TOPSOIL COVER
a,.a...,aosisitmomma.
cis
24" MIN. SAND)
.24" MIN. PITRUN OR OTHER HIGHLY
PERMEABLE FILL MATERIAL
4"X4" TREATED
POST
INLET
PLOWED SURFACE
(NATIVE MATERIALS)
SECTION A -A
N.T.S.
LECTRIC JCT. BOX
AULK/SEAL WELL
i
ALAR
NOTES:
"ON"
cv WEIGHT
2" AIR VENT
ISER(S) TO GROUND SURFACE
2 1/2" FEEDER LINE TO FIELD,
SLOPED AT 1/8" PER FT. MIN.
SHALL DRAIN BACK TO TANK AFTER
EACH PUMP CYCLE.
(D DI
N
"OFF"
UICK DISCONNECT OR UNION
COIL AND 11E AN ADDITIONAL
10' OF WIRE FOR PUMP REMOVAL
SUBMERSIBLE WASTEWATER PUMP
SET PUMP APPROX.
8" OFF FLOOR
1. SWITCHES TO BE MERCURY FLOAT TYPE.
2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK(CISTERN).
3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION.
4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE
AND ON A CIRCUIT SEPARATE FROM THE PUMP.
5. PUMP SHALL BE CAPABLE OF AT LEAST 50 GPM 0 32 FT. OF HEAD.
PUMP BARNES 3 SE 2" SPHERICAL SOLIDS OR EQUIVALENT.
(ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED
BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS).
SLOPE
HOLES ON BOTTOM OF LATERAL
NOTE:
ALL PIPING MUST
DRAIN BACK TO
DOSING TANK
2 1/2" SOLID PVC
FROM
DOSING TANK
PIPE LATERAL LAYOUT
FOR PRESSURE DOSING OF FIELD
N.T.S.
DOSING TANK
N.T.S.
FINISHED GRADE
SEWER LINE
4"X4"X4" PVC WYE
(4N/
OC
LEAN OUT
ASSEMBLY
SEWER CLEAN OUT DETAIL
SOLID CAP FOR SUPPORT
BOTTOM OF TRENCH OR BED
N.T.S.
-1/2"0 TYP.
OLID) PIPE
OUPLIN G
PERFORATED PIPE
APPED WITH
FILTER FABRIC
COMBINATION AIR VENT &
INSPECTION WELL DETAIL
N.T.S.
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY
REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL
SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS
ARE REFERRRED TO IN THE ABOVE MENTIONED REGULATIONS.
2. FLOW: 3 BEDROOMS *2 PERSONS/BEDROOM *75 GALLONS/PERSON/DAY IS
450 GPD = AVERAGE DAILY FLOW PLUS WASHER = 100 GAL/DAY=550
DESIGN = 1.5* AVERAGE =825 GPD
SEPTIC TANK: MINIMUM TANK SIZE IS 1000 GALLONS
1000 GAL. = 3 CABINS
1000 GAL. = 1 DOSING TANK
MINIMUM GRAVEL BASE AREA:
A= Q = 825 = 1184 SQ. FT.
0.95 0.95
MINIMUM SAND FILL BASE AREA: 825 GPD
A= - 1032 SQ. FT.
0.8 GPD/SQ. FT.
3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS
PRESENT.
4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD.
5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET
ALONG THE HOUSE SEWER.
6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN
1/2 -FOOT OF FINAL GRADE.
7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION
AREA USING DRAINAGE SWALES AS NECESSARY.
9. PERCOLATION TESTING NOT PERFORMED DUE TO GRAVEL SOILS AND HIGH
WATER TABLE.
10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE
OBTAINED FROM APPROPRIATE COUNTY OFFICIALS.
11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH
OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS
OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
12. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS
BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE.
13. SAND USED SHALL BE AS FOLLOWS:
SIEVE SIZE
4
40
200
%PASSING
100
10-100
0-3
UNIFORMITY COEFFICIENT = D /D 5 4
TYPICALLY CONCRETE OR MASONRY SAND IS ACCEPTABLE.
14. SITE PLAN INFORMATION FROM CONDITIONAL USE PERMIT APPLICATION
APPROVED JUNE, 2004.
15. ALL ELECTRICAL EQUIPMENT, MATERIAL, AND WORK SHALL COMPLY WITH THE
REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE.
MOUND SYSTEM SPECIFICATIONS
1. THE MOUND SHALL BE PLACED PARALLEL TO THE CONTOURS.
2. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND
SURFACE AND REMOVED FROM THE SITE.
3. THE MOUND SITE SHALL BE 11LLED TO A DEPTH OF 8 INCHES TO ROUGHEN
THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE
WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO
THE BUCKET OF A BACKHOE.
4. A LAYER OF SAND SHOULD BE PLACED ON THE 11LLED AREA. PLACEMENT
OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED
AREA. ALL WORK SHALL BE PERFORMED FROM THE SIDE SO AS NOT TO
COMPACT THE TILLED AREA.
5. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL
INTERFACE AREA WITH THE AREA BEING LEVEL.
6. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND
AREA.
7. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE FORCE MAIN
AND COVER WITH AGGREGATE.
8. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC.
9. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES
OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP
OF THE MOUND.
10. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT
EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES
NOT ACCUMULATE NEAR THE MOUND.
11. SEED AND MULCH THE ENTIRE EXPOSED ARE TO AVOID EROSION.
LANDSCAPE WITH GRASS.
12. MOUND SIDE SLOPE 3:1.
PROJECT BENCHMARK
REFERENCES
KEY NOTES
KEY NOTES
APPROVALS
APPROVALS
APPROVALS
CALL YOUR LOCAL UTILITY LOCATION
CENTER 48 HOURS PRIOR TO DIGGING,
GRADING OR EXCAVATING FOR THE
MARKING OF UNDERGROUND
UTILITIES.
14
PREPARED UNDER THE
SUPERVISION OF:
WM. P. BALAZ JR. PE#
17129
REVISION DESCRIPTION
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DATE: 04/18/2007 I
DRAWN BY: RCS
ENGINEER: WPB
CHECKED BY: WPB
1 DRAWING DATA
)UNTY ROAD 31
/ \_______\
tes,
2527 Foresight Circle
Grand Junction, Colorado 81505
Tel.#: (970) 263-9733
Fax#: (970) 263-9736
I
SHEET NO.
sps-1
JOB No. TOLER