HomeMy WebLinkAbout4214GARFIELD COUNTY BU ILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs , Coloradof 81601
Ph one (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
SYSTEM DESIGN
{ODD Septic Tank Capacity (ga llo n) ______ Other
______ Perco lation Rate (m inutes/inch)
Required Absorption Area • See Attached
Special Setback Requirements:
Permit 4214
Assessor's Parcel No. /~11-/33-00 '~
This does not constitute
a building or use permit.
Date _______________ Inspector ___________________________ ___
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Ca ll for In spection (24 hours notice) Before Covering In stallation
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 w ith County and State regulations/requirements _____________________ _
Other __________________ 70--------~--~--------------
Date ------41-' ~_-_O_:__~ _____ In spector ~'f--!L-lJ~~____!?~W~~~~:::::::...::..:-=· __::_____f.L:_' ~l ·--
~ :2t/1b3
*CONDITION S:
1. All install ation mus t comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S . 1973, Revi se d 1984 .
2. This permit is valid only for connection to structures which have fully complied w ith County zoning and building requirements. Con-
nection to or use w ith any dwelling or structures not approved by the Building and Zoning office shall automatically b e a violat ion or a
requirement of the permit and c ause for both legal action and revocation of t he permit.
3. Any person who constructs, alters, o r installs an individual sewage disposal system in a manner which involves a knowing and material
variati on from the terms or specifications contained in the applicat ion of permit commits a Class I, Petty Offense ($500.00 fine-6
months in jail or both).
White -APPLICANT Yellow -DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER a.Am~ ;j.,);#htfs-
ADDRESS &/~Y ~.M;t' 6-{
CONTRACTOR ~s~ i;JJt~
ADDRESS ___________________________ ___
PERMIT REQUEST FOR. £1() NEW INSTALLATION
PHONE. _____ _
( ) ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City ofTown,_-"'/U-'-'-' &t..,~Le=------------------------'Size of Lot /1 (;JP H [Ht~
LegalDescriptionorAddress &vn~Ty /f'd ~$"..1,. J/77/ Y!Jt:JCJO()t'
WASTES TYPE: )<q DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER-DESCRIBE _____________________________ _
BUILDING OR SERVICE TYPE: __ +d~t:Jti='S~-e'-------------------------------------
Number of Bedrooms _J" _______________________ Number ofPersons._--'-.?-=------
( ) Garbage Grinder ( ) Automatic Washer
SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL
If supplied by Community Water, give name of supplier:
~ishwasher
Ji"1 SPRING ( ) STREAM OR CREEK
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:~.?d:::=;:______.:ff/~; ______ _
Was an effort made to connect to the Community System? _,_,/1)'---"'0'-------------------------
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System (septic tank & disposal field) to Property Lines: 10 feet
. YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table___,U:..:AI--.:}:..:_~:.::__c:_o/.:__ _____________________________ _
Percent Ground Slope -""'--"'----"J'£_P ___________________________________________ _
2
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
{(9 SEPTIC TANK ( ) AERATION PLANT
( ) VAULT PRIVY ( ) COMPOSTING TOILET
( ) PIT PRIVY ( ) INCINERATION TOILET
( ) CHEMICAL TOILET( ) OTHER-DESCRIBE
FINAL DISPOSAL BY:
.p'$' ABSORPTION TRENCH, BED OR PIT
( ) UNDERGROUND DISPERSAL
( ) ABOVE GROUND DISPERSAL
( ) VAULT
.( ) RECYCLING, POTABLE USE
( ) RECYCLING, OTHER USE
( ) EVAPOTRANSPIRATION
( ) SAND FILTER
( ) WASTEWATER POND
( ) OTHER-DESCRIBE·-------~~~~~--~~~~-----~~
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?---'1.!1_,.0,___
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes. _____ per inch in hole No. I Minutes ---~--per inch in hole No. 3
Minutes. _____ ,per inch in hole No. 2 Minutes. ______ per inch in hole No.
Name, address and telephone ofRPE who made soil absorption tests:--------------
Nam;% add>fSSJlld telephone ofRPE responsible for design of the system: WHK"-lf<~:tot~llli:€ /JmsJ!!iJ{
iY·'ll t:.:Y/a, fiJv/ f!vll!i1'-~
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 purposed of the evaluation ofthe application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regnlations 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.
Signed &4? ~ Date £-:?~-/
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
-
0~ ---. ---1---r
WATER RESOURCE CONSULTANTS, LLC
September 7 , 2006
Chris and Sherri Halandras
67224 Hwy64
Meeker, CO 81641
REC:EIV _j
C:EP I 2 i.IJU I:.
GAR I 1...
RE :
BUl L tNG
Septic Verification and Permit Application for:
Halandras Cabin , SEC 13, T3S , R94W, 6TH P.M ., Garfield County, Colorado
Dear Chris and Sherri ,
This summary letter provides verification of the capacity of an existing "Individual Septic
Disposal System" (ISDS) installed at the above property. It also provides the documentation
needed by Garfield County to apply for a ISDS permit.
It is my understanding the existing ISDS was installed in 2002 . The system consists of a
1 ,000 gallon , two chamber septic tank, and two rows of infiltrator chambers, each 48' long ,
approximately 24' apart. Materials were verified from purchase receipts .
Percolation tests were performed August 15-16, 2006 by Paul Currier, P.E., of Water
Resource Consultants, LLC . The location and depth of the infiltrator chambers were also field
verified by using a backhoe to expose the infiltrator chambers, and by observing disturbed
soils in the field .
The ISDS will serve a two bedroom cabin . Calculations are attached .
Based on site observations , verification of receipts , percolation tests , inspection of
architectural plans, and interviews with yourself, I have concluded that the exist ing ISDS
system is more than adequate to serve the intended use of a two bedroom , seasonal use
cabin.
Should you have any questions , please do not hesitate to contact me .
Sincerely,
Paul C. Currier, P.E.
PCC/pcc
I 382-1.0 Ha landras Cabin , IS DS.doc
244 Hutton Ave ., R ifle, CO 81650 PH I Fax (970) 625-5433 pcu rrier@wrc-llc.com
INDIVIDUAL SEW AGE DISPOSAL SYSTEM APPLICATION
OWNER Chris and Sherri Halandras
67224 Hwy 64
ADDRESS _____ M_e_e_ke_r~,_C_0_8_1_6_4_1 __________________ _
CONTRACTOR
ADDRESS _____ P_re_v_io_u_sl_y_in_s_ta_lle_d __________________ __
PHONE 970-878-4847
PHONE
(x) Verify adequacy of existing system for use for 2 bedroom seasonal home
PERMIT REQUEST FOR ( ) NEW INSTALLATION ( ) ALTERATION ( )REPAIR
Attach separate sheets or repmi showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City of Town Equidistant from Rifle and Meeker (on Flattops)
Legal Description or Address
Size of Lot > 35 acres
WASTES TYPE: (x) DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER-DESCRIBE
BUILDING OR SERVICE TYPE:
Number of Bedrooms __ 2 _______________________ Number of Persons. __ __
( ) Garbage Grinder ( ) Automatic Washer
SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL
If supplied by Community Water, give name of supplier:
( ) Dishwasher
( ) SPRING
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System?
( ) STREAM OR CREEK
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet > 500 feet (spring uphill is source of water)
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System (septic tank & disposal field) to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Tahle > 6.5 feet; no water encountered in test pit excavated Aug. 15,2006
Percent Ground Slope between 5% and 10% cross-slope perpendicular to absorption field
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
2
(X ) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPO STING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER-DESCRIBE
FINAL DISPOSAL BY:
(X) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER-DESCRIBE
BE DISCHARGED DIRECTLY INTO WATERS OF THE WILL
STATE?
EFFLUENT
NO PERCOLATION TEST RESULTS: (To be completed by
Registered Professional Engineer, if the Engineer docs the Percolation Test) NOTE: Hole No.3 is most representative of
soils under existing infiltrator trenches
Minutes_____:3:..::0 ___ per inch in hole No. I Minutes __ 1_0 ____ per inch in hole NO. 3
Minutes_6_0 ___ pcr inch in hole No. 2 Minutes _______ per inch in hole NO.
Name, address and telephone of RPE who made soil absorption tests: Paul C. Currier, Colorado P.E. # 24753
c/o Water Resource Consultants, LLC, 244 Hutton Ave., Rifle, CO 81650 (970) 625-5433
verification
Name, address and telephone ofRPE responsible for tlesig:H of the system: __________ _
Same
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 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 arc 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.
~/~ Signed ________________ _
07-Sept-2006
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
3
FIGURE 1
LOCATION MAP
HALANDRAS CABIN
Garfield County, Colorado
SEC 13, T3S , R94W, 6TH P.M.
Directions :
Hwy 13 north from Rfile to Piceance
Creek Road (GarCo CR 253)
East 2 .75 miles to JCT of CR 253 and
CR252
North on CR 252 2.7 miles to top of
divide (about Y. mile past corrals, on
right)
Follow private drive on right o/. mile to
cabin si te
~
WATE:R REsOURCE CONSUl.TANTS, LLC
-.oJ
0
2ROWS
INFILTRATORS,
48' LONG , 24'
APART
Perc No.2
0
Perc No.1
0
FIGURE2
SKETCH OF ISDS LAYOUT
N. T.S .
1,000 GAL,
2 COMPARTMENT
SEPTI C TANK
Perc No.3 0 TP to 6 .5'; dry
Notes :
2BDRM
CABIN
1) Potable water is from a spring > 500 feet uphill and east of the cabin site
2) The septic tank is approximately 1 00 feet west of the cabin site
UPHILL
SPRING
3) Location of infiltrators was determined from ground disturbance and a pothole (test pit) to
determine depth.
4) Length of infiltrators determined from
site inspection; verified by checking
receipts from purchases for materials
5) Based on percolation tests, soils in
Percolation Test No.3 best represent
soils observed at the base of the
infiltrator I absorption field
Photo 1: Looking west from east edge of
cabin site. Sewer line stubbed into cabin
site in foreground. Backhoe is approx . 150'
west of house site at location of absorption
field .
~
WATER RESOURCE CONSULTANTS, LLC
:::J
Photo 2-Absorption trench ,
north line. Excavated line to
verify depth of placement of
infiltrator chambers. Top of
chamber 4 ' below top of
ground surface.
Photo 3 -Percolation test No.
3 , 10 minutes per inch of fall.
Soils most representative of
soils observed at infiltrator.
Photo taken at beginning of
soaking of test pits, Aug . 15,
2006.
FIGURE 3
Photos
WATER REsOURCE CONSULTANTS, LLC
-.:J
Physical Data
No. of Bedrooms
No. of people/bedroom
Total no. of people
Per Capita Waste Water
Gallons of effluent I person I day
Ave. Daily Flow I person, gal/day
FIGURE 4
ISDS Calculations
Halandras Cabin
SEC 13, T3S, R94W, 6rH PM, Garfield County, Colorado
Garfield County, CO
2
~
4
Design ftow = peak daily flow= 1.5 *Ave. Daily Flow, gal/ day
75
75
113
Design Flows and Volumes
Design ftow for absorption field, gal/ day
Tank-size for min. of 30 hours retention:
-----> 1000 gal tank installed
452
600
1000 Verification: Septic tank is large enough for site
Representative of site
Percolation Data
Test Hole 1, min/inch
Test Hole 2, min/inch
Test Hole 3, min/inch
Ave., min/inch
30
60
10
20
Shallow hole, not representative of soils on site; do not include in average
Representative of site
Soil Profile at Location of Absorption Field
0.0-2.5 feet
2.5-6.5 feet
6.5 feet
Absorption Field
Utilize gravelless trenches with Infiltrators ; reduce total area required by 50%
Area= Q/5 *(t)AQ.5 = 452 /5 * (33 min I in)AQ.5 , SF 404
less 50% reduction -202
TOTAL REQ'D AREA OF ABSORPTION FIELD: 202
Use infiltrator chambers, 6.25' x 2.83' = 17.7 sf each
No. required:
No. of infiltrators installed=
Water Resource Consultants, LLC
12
16
382-1.0
Average ofT est Hole 1 and 3
Dark brown siltey clay topsoil, dry
Light tan, gravelly clay soils, dry
Bottom of pit, dry, no groundwater
Verification: absorption field is adequately sized for site
07-Sept-2006 Page 1 of 1
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