HomeMy WebLinkAbout5700 Frying Pan Rd - 246712201002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1912-99 BP NO. 12790
OWNER: PAUL & JOYCE ECKEL PHONE: 941-953-5829
MAILING ADDRESS: 471 MEADOWLARK DRIVE, SARASOTA, FL 34236
APPLICANT: JASON LASSER, AL BEYER DESIGN PHONE: 970-925-8339
SYSTEM LOCATION: 5700 FRYING PAN RD., BASALT, CO TAX PARCEL NO. 2467-122-01-002
LICENSED INSTALLER: STUTSMAN/GERBAZ, INC., CHARLES MONTOVER LICENSE NO. 9-99 PHONE: 970-923-2734
DESIGN ENGINEER: McLAUGHLIN WATER ENGINEERS SOILS REPORT ONLY PHONE NO. 970-925-1920
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 2 BEDROOM RESIDENCE
750 GALLON SEPTIC TANK 750 SQUARE FEET OF ABSORPTION AREA VIA 24 CHAMBERED UNITS AS REQUESTED BY APPLICANT
SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND IN-
SPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS, AND MAINTAIN ALL SETBACK REQUIRE-
MENTS. DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8 INCHES IN DIAMETER AND DO NOT INSTALL IN WET WEATHER CALL EAGLE
COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUES-
TIONS REGARDING THE INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED
FINAL APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 29, 1999
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
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 STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL
AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMI•T, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM
IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 744 SQUARE FEET (VIA 24 STANDARD INFILTRATOR TNTTS )
INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS IS LOCATED 292 DEGREES AND 20 FEET INCHES
FROM THE CLEANOUT
COMMENTS: FINAL INSPECTION DONE BY LAURA FAWCETT ON NOVEMBER 18, 1999.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL � DATE: NOVFMRFR 22, 1999
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached) Q I
ISDS Permit #
Building Permit # �2 qo
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE.-- EAGLE COUNTY-
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (E1 Jebel)
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
*
*
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER: CAUL.
MAILING ADDRESS: �1 &AfAQ00 LAF-K 9� • Shrksot& f L. 3423& PHONE: 14I. q53. ""
APPLICANT/CONTACT PERSON: aL �i���12 V�5(6N t,JA5,PR L,&SSf* PHONE: °I1°'0125 ti33�
LICENSED SYSTEMS CONTRACTOR] NcLltq&ALtN Wp102Et4&94aiZ5 PHONE: Jj0.j�5.192n
COMPANY/DBA: PEAR p (LoSltADDRESS : III P AA66, MMO , Co. 61611
PERMIT A POCCATION IS FOR: (w NEW INSTALLATION (nAILTEItkTION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: W-aL 2 , S°U- N-rAyLoIL q4E►- 5u6914MOIJ
-Tax Parcel Number: 2`Kol7 - =- 01 - OOa Lot Size: 31--I 4 A415
Physical Address: 5100 Ftiy
BUILDING TYPE: (Check applicabl.
(✓'Residential/Single Family
( ) Residential/Multi-Family*
( ) Commercial/Industrial*
6 PAN RY.
category)
TYPE OF WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( _ ) Surface
( ) Public Name of Supplier:
*These systems
AMOUNT PAID:
Number
Number
Type _
of Bedrooms
of Bedrooms
require desi n by a Registered Professional Engineer
SIGNATURE: Date:
1+'�1
**************************************************************************
J RECEIPT # / DATE:
CHECK #: CASHIER:
i:;11X (910) 328-7185
'970) 328 -8797
Email: 1ccmdeva@vaiI.ner
http: IN—w-eagle-county.cm
Lag --aunty buildingA.O. Box 179
500 Broadway
Eagle, Colorado 8 1631-0179
DATE: September 29, 1999
TO: Stutst-nan/Gerbaz
FROM: Environniental Health Division
RE: ISSUance of Individual Sewage Disposal Systell, Permit #19 1 ?-99, Tax Parcel
#2467-122-01-002. Property Location: 5700 Frying pall Rd- Basalt, CO., Eckel
residence.
Enclosed is your ISDS Permit .No. 1912-99, it'
is valid for 1.20 days, The enclosed copy ofthe
pert -nit must be posted at the installation site. Any changes in plans Or specifications invaljd�jtcs
the permit unless otherwise 'approved. I
Also enclosed Is the ISDS Final Inspection Completeness Form. J'fIe Items on this form need
to be completed before you call for your final inspection. Also, please note all Spec,
conditions I y special
'Of's which may have been placed on the permit. Do not back fill anyPart of the
installation until it has been inspected. It all items are not completed, areinspection fee of
$42.50 must be paid before a reinspection is made.
Please call our of well in. advance to allow for scheduling of final inspection. Your building
permit TCO will not be issued until final approval has beef' given for the ISDS Permit.
Permit specifications are minimum requirements only, and should he bt-OLIght to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements.
f f YOU have aiiy questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc; tiles
Enclosures: ISDS pert -nit # 19 1,2-99; ISDS Final Inspection Completeness Form
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
November 22, 1999
Paul & Joyce Eckel
471 Meadowlark Drive
Sarasota, FL 34236
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1912-99, Tax Parcel #2467-122-01-002. Property location: 5700
Frying Pan Rd., Basalt, CO.
Dear Mr. & Mrs. Eckel:
This letter is to inform you that the above referenced ISDS Permit has been inspected and
finalized. Enclosed is a copy to retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Informational Brochure
Final ISDS Permit
cc: files
ISDS Permit # II
Date
Tank is 1000 gal. Tank Material t-
Ll�!'`
Tank is located ft. and degrees from
(permanent landmark)
Tank is located ft. and degrees from
(permanent landmark)
Tank set level. Tank lids within 81, of finished grade.
i�Size of field `� ` ft2_ units lineal ft.�{
Technology _
N I46 � �,Y aiw�4 cam, cil4t
Cleanout is installed in between tank and mouse(+ 1/100ft).
There is a "T" that goes down 14 inches in the inlet and
outlet of the tank.
Inlet and outlet is sealed with tar tape, rubber gasket etc.
Tank has two compartments with the larger compartment closest to the
house.
Measure distance and relative direction to field.
:-]:'�\�'Depth of field ft.
Soil interface raked. A0.< e.Lj
i` Inspection portals at the end of each trench..
Proper distance to setbacks.
Chambers properly installed as per manufacturers specifications.
(Chambers latched, end plates properly installed, rocks femoved from
trenches, etc.)
v Type of pipe used for .building sewer line r'' leach field5OIZ2 0-:�S
V Other LL-6,
Inspection meets recauirements .
v"" Copy form to installer's file if recommendations for improvement were
suggested. �
ACTION TAKEN: pU �J h �Z v A i p
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field 100 25 20 10 50 25 10 10
Tank so 10 5 10 50 10 * 10
MCLAUGHLIN WATER ENGINEERS, ltd.
I l I P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen(wrof.net
MEMORANDUM
Date: August 30, 1999
BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E.
RE: Eckel - Cabin
Property Address:Parcel 2 South Taylor Creek Sub., Frying Pan River
Legal Description: Eagle, Co.
Property Owner: Paul Eckel
C/O Al Beyer
410 N. Mill B-11
Aspen, Colorado 81611
Percolation Information:
Hole Depth: 36" to 42" Ground Water Q: 50'
Sand\Gravel: No Depth to Water:50'
Presoak:Yes - 8 29 99 Fluccutations: No
Amt of Water: 5 gal Slope: 0%
Bedrock Q : n\a Depth to Rock: ??
Type: Red Sandstone Fractured: yes
Percolation Tests: Date and Time:7\29\99 1:00 pm
Hole # 1 2 3
Depth 42" 36" 42"
Presoak No No No
Remaining
Time 10min 10min 10min
Interval 2hr 2hr 2hr
Length
Percolation lompi 15mpi 18mpi
Rate
DESIGN PERCOLATION RATE: _15 MINUTES PER INCH
Soil Profile Hole: 0-6" Red top soil - 6" to 8' Red sandstone soils with
gravel and sand intermixed along with a little fine silt. Large and broken
rocks from 3 " . to--8"
NAME: G. n Deb sie'--P,.E.
C'(�MPAN auah i. aEer Engineers, Ltd.
111 BQ,>As: en, CO. 81611 970-925-1920
w
McLAUGHLIN WATER ENGINEERS, ltd.
I I l P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen(arof.net
MEMORANDUM
Date: August 30, 1999
BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E.
RE: Eckel - Cabin
Property Address:Parcel 2 South Taylor Creek Sub., Frying Pan River
Legal Description: Eagle, Co.
Property Owner: Paul Eckel
C/O Al Beyer
410 N. Mill B-11
Aspen, Colorado 81611
Percolation Information:
Hole Depth: 36" to 42" Ground Water Q: 50'
Sand\Gravel: No Depth to Water:50'
Presoak:Yes - 8 29 99 Fluccutations: No
Amt of Water: 5 gal Slope: 0%
Bedrock Q : n\a Depth to Rock: ??
Type: Red Sandstone Fractured: yes
Percolation Tests: Date and Time:7\29\99 1:00 pm
Hole # 1 2
3
Depth
42"
36"
42"
Presoak
No
No
No
Remaining
Time
10min
10min
10min
Interval
2hr
2hr
2hr
Length
Percolation
lompi
15mpi
18mpi
Rate
DESIGN PERCOLATION RATE: 15 MINUTES PER INCH
Soil Profile Hole: 0-611 Red top soil - 6" to 8' Red sandstone soils with
gravel and sand intermixed along with a little fine silt. Large and broken
rocks from '3/4" to 811.
NAME: G. Dean Dez4ajer P.
COMPANY:!McLau' Wat r �crin`ee,Ltd.
SIGNATURE
ADD RESS:11 AA 135c.4 n, 81611 970-925-1920
r
Received Sep-16-99 03:48pm from 9709258392 - ENVIRONMENTAL HEALTH page 1
09/16t1999 16:49 9709258392 ABD INC PAGE 01
VY
Co Vas, I
r
«,
5`
•
.' Al Seyi�.r;Design Inc;. 410 Nortl' Mitt $tr4et 611 .Aspen, Colorado 81,611 970-925�8339, � Fsx 970-925.8�9�
1912-99 Tax #2467-122-01-002
Parcel 2, S. Taylor Creek ECKEI
JOB NAME 5700 Frying Pan Rd., Basalt
J013 LOCATION
BILL TO
DATE STARTED DATE COMPLETED DATE BIL
Nos :5 t
JOB FOLD _ i
T
JOB NO. LNWO
A - .4 1
a -q cf 81,T1
1,;L4-01 -00 a4
TOT
pcu't-C-a 0 -S.. J6-'AU� C) -
j v-1 q1.
) - -a Up
—1 , Ll 1�j r� n I TOTAL MATERIAL
J
LL JOB COST
ROSS PROFIT
OVERHEAD COSTS
OF SELLING PRICE
NET PROFIT
A+(,, -7 - lad
J01
Printed in U.S.A.
MACKPL1.. - 3*MHZ MAX.
i' -TOPWL
DEDc*,n ZOO - ME RATWE
MATERIAL NO LAWAM 11"
I• N ow* -MR WffWN a "OF
NFLTRATOiRt
vvv vv
vvvvv vvvv
v v vvv
vv vvv
vvv vvv
vv / vv
PFLTRATOR
4- 36 - FOOT NFLTitATOR
Tim - & i N% N E ai 34 TOTAL
94:1-M. E TO HE FB.D
MNrjum Daw N Ib 3.R= TTo eOTTOM OF
TNCaj iOi APART MN — .
4' SM PVC PMid TO SAW
i0 OF HILTRAWR ?PN C'WO
MALL OM = At s&a TI OCH
TRENCH DETA IL - NT&
3'
S r, S ! 6TE : ; c
4 ROIL OF b INFILTRATORS - -
35' LONG, 10' APART
TERR�4 ,E TO'` MATCH CyyO� NTOU - '
i x
4" SDR 35 pvC TO BE RLA TO - =
EAC44 END OF EACH RPW OF
[Nf=ILTRATORS. _ `'
INSTALL VENT/ACCESS PORT AT ONE
END OF EACH ROW
INSTALL A TEES TO DISTRIBUTE FLOW
EVEI,IL Y TO EACH TRENCH
INSTALL DISTRIBUTION BOX TO SPL
- - ; a - TO EAC44 END OF INFILTRATOR-6
INSTALL .,A TES TO DISTROUTE FLOW _ 1 _ - _ _ °�
EVENJ,*s ' TO EACH \
INSTALL A 750 CIA
- _ - \ SEPT iC TANK, IE-
_ - ��~SDfi 35 PVC IM ELD DE-TERi`�IN
94 \
— 6 /
ova
ova Mo.
: —ass am \ ; . o+e — — — — — o+a /
eta — 1 / \ \ \
o_ ' -CIE ' /`• i
ova
\ \
• 0
w
c)
w
�•026
�\ \
_OVA_ \ \
r
Ad-
-ON—
OWANW W .00"V. LAY4&P MY COMAK NG NOW 3W *42WJAM4 C aLaftev PAU 090 WM WA
O Ml JLY 26%, IM 80"NMM 1C M
0
MEMOFP.Q*VUM
Date: AueAt 30, 1999
To: Pitkin County Envfrorm wUl I-malth.
From: Dean Deroaler: Mel..aughl in Water nears, Ltd.
RE: Eckel Cabin - Septic System DealE - ityir>e Pan
The following are my deafen note* for the new Eckel Cabin Septic Syetesm
design. The site is a slopeed area on above the Frying Pan River,
- I - 59drooma (Design 2 min)
"oxr lose than 2,000 Square met of living area, wee cabin
- 'MaIlona per day per person'
- 15 minutes per inch pert rates - Pere Test by WD/MWE
-- Gr"olund water 50+\- feet from surface unknown not encountered
- Well for domestic water - 100' min away and above system
- No water couraet, ditch, stream, or water tables in the area of the septic
eyetem
F low ■ Q ■ 2 bed rooms x 2 pw/br x 75 qa l/day/per x 1,75 ■ 525 gallons
per CIN°
This recpires the raw system to be 100-feat from this well.
Tank eizfrlg - 2 - Bed Rooms racpIres 65b gal lone Of septic tarries:
0 X 1.25
Install ones 750 gallon tank for the cabin. If a plastic tank is ueeed, proper
bedding must be used to protect the tank.
Area of Septic field required = A
A * ((2\5) x square roots of the perc rates (AVG) ■ 525/5 X SR05)
A ■ 406 squares feet f 22 Infiltrators
System size to for 24 inf f ltrators to a l low for even length rows in a
treerc hayete3m, with trenches 10 apart minfmun (4 rows OF b UNITS or 24
total UNITS).
The, layout of the system is to fit site conditions and most all se'tbackio as
shown on the attac..hed drawing. Maximum size of budding material over
top of infiltrators Is 2". Plata eftogrid fabric on bottom of each tranch
prior to setting infiltrator unite to aid in settlemelnt VCLuctfon. Min cover
over units is 42" and approximate dimension are 30' X 36', Mound
slightly over top of complated "tam.
The Tank will be installeed to the general area below the homer. Compact
hole excavated for tank prior to settinin tank, Tees will be Instalie•d on
both the inff luent and affluent lines of tank, act on the Ina isle of t_s
tank, Set top of line from terms within I" of the roof of the tank and
extend Imes downward 12" below center line of tee. Fill tank with water
prior to baickf i l 1 to check for leaks and leave water In tank for p lac True
the system in eesrvlcaZept.ic tanks will be a tanks with
access porte within b of
f Ina I grade.
System distribution to through a epl itter box to divide flow evenly
between each line to each and of infiltrator units. Compact area under
:114Wt8:XdVd6P
lace a sheetof g� id fabric prior to setting box.
flow evenly into the 4 line6 gor►g to each row of
inf iltrators on each end. L,ise 4" sdr 35 pvc.
Piping from the cabin to the tanks will be 4" SOR 3'5 PVC laid at a
minimum of 1%. insulate line with lase than 5-foot of cover or in
uninsulated crawl spaces. All piping to be bedded in a minimum of 2"
under and b over of 3/4 screared rock. Piping �rom Lanka to f iold
shall be 411 $OR 35 PVC with a min elopes of 1%. 1�rovfde a 4"
distribution line to each eiind of each t iweK Instal teeeea to distributes
flow to each tre wch of infiltrators. Install vents at one and or each row or
tresnch.
Adjustments to fit site contours and conditions may be made per
approval of the erelfrear. Elevations of the tank and trenci-.ss shall be
finalized in the f iei by the esr�einesesr, installation and operation shall be
approvesd the engineers prior to final acceptarce. System must meet.
all PCE+I and MWE standards.
G. Doan Deroeier, P. E.
tg' dd\ackel\99-032.01
P A U L E C K E L
SEPTIC SYSTEM
25 a
SITE PLAN
AND DETAILS
PR13JECT NUMBER
99-032.01
_-, McLaughlin Water Engineers, Ltd.
W 2420 Alcott Street Denver Co. 80211
DESIGN: GOD
DRAWING
S _
DETAIL: GOD
[DATE: 9/99
CHECK:
NUMBER
f'7fc
df bid �..�. ...�►.. 7A 1' 3
� a
erg
sA
00
r000
,a
,
t
Ty
t
JN \\
./ low
,k
10/1
ft*-.. �,,, _., w °1 \
s ',
.._ ....
' f
_.
' P
41001111.
/1y \1
per'
I` •O�„"` t _ r_ , _ *\1 �' •�� .. �1, «. h , Y'
000
7
rvatmNT
To,
� w
V —, 2�
05 fo N �j�Pq`2 "c YIE tit,
r
• , ,- _ goP LENS °, VFt
,
- _ 4
e -
'00000,
dwoom
�r ....,,.x ..,,'... fir._ i+ ,®
x
v.
�'�` `W..iW �c C_ `
.1�.► �_ ....... "1.rw. ® 77 UPS`
GMEWO
..
�``'.•` . ♦ .. . ••}� � mil, sy.^Sp"�` ` ` \ �' s'r. ^ ` ! � 1$Ka �� s/26A-
a
,PL L
1
�•.
`` ♦ Spy•
t
3
�. KEW
110
60NPLl F I N T& OVA'
r,0f0 AATA F11, AfiaPo. W A96i
�Y 569TI"'I-�'5 1,fkY,�1td-t F't` N?!(cl4
`_'•..-tv `38 3� 3�
EfJ
Al
Beyer Design Inc.
410 North Mill Street B-11 *Aspen, CO 81611
Phone 970.925.8339 9 FAX 970.925.13392
All designs, ideas, arrangements and plans
indicated by these drawings and specifications
are the property and copyright of the Architect
and shall neither be used on any other work nor
be used by any other person for any use
whatsoever without written permission. Written
dimensions shall take precedence over scaled
dimensions and shall be verifyed at the job site.
Any dimensional descrepancy shall be brought
to the attention of the Architect prior to
commencement of work.
Eckel
Cabin
Parcel 2, South Taylor
Creek Subdivision
Eagle County, Colorado
REVISIONS
PROJECT NUMBER I
{ DRAWN BY: J.L.
I CHECKED BY: A.B.
ISSUE DATE: 8A7/99
SHEET TITLE AND NUMBER Site Plan
f� 1
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2109-01 BP NO. 13718
OWNER: PAUL ECKEL PHONE: 970-927-3750
MAILING ADDRESS: 5700 FRYING PAN RD., BASALT, CO 81621
APPLICANT: JIM JENSEN PHONE: 970-927-3958
SYSTEM LOCATION: BARN AT 5700 FRYING PAN RD., BASALT, CO 81621 TAX PARCEL NO. 2467-122-01-002
LICENSED INSTALLER: STUTSMAN-GERBAZ, INC., CHARLES MONTOVER LICENSE NO. 11-01 PHONE: 970-923-2734
DESIGN ENGINEER: MCLAUGHLIN WATER ENGINEERS, DEAN DEROSIER PHONE NO. 970-925-1920
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE BARN BATHROOM
750 GALLON SEPTIC TANKS SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 17 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED JUNE 20, 2001. INSTALL THE LEACH FIELD AS SHALLOW AS
POSSIBLE, BUT NO DEEPER THAN THREE FEET. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, RAKE ALL TRENCH SUR-
FACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND
THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS
REGARDING THE INSTALLATION. THE BUILDING RTIFI ATE OF 06UPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS
BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: DATE: JULY 3, 2001
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
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 STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL
AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM
IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 527 SQUAREFEET(VIA 17 INFILTRATOR UNITS PER DESIGN)
INSTALLED CONCRETE TANK: 10 0 0 GALLONS IS LOCATED 9 0 DEGREES AND 2 0 FEET INCHES
FROM THE NORTHERN CORNER OF THE BARN FOUNDATION.
COMMENTS: THE FINAL INSPECTIONS WERE DONE BY WILLIAM CARLSON OF EAGLE COUNTY ENV.
HEALTH AND THE DESIGN ENGINEER IN SEPTEMBER 2001. THE ENGINEER'S FINAL CER—
77T��}}I,, FI��C}AT,T�I+O�N�T WAS RECEIVED
7T ON OCTOI+BER 22, 2001 . THIS SYSTEM IS NOT INTENDED FOR
ANY'§ET13)AN 1t4L4AG �IRE11�'ETQ'PS Va'A -�LOF SYSTEM IS MADE. ARRANGE A RE•INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE: OCTOBER 23, 2001
lnc,mplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
r
ISDS Permit # oZ _0
Building Permit # T� /
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823
**************************************************************************
* FEE SCHEDULE
* PERMIT APPLICATION FEE $150.00
* PERCOLATION TEST/SOIL PROFILE AND SITE EVALUATION FEE $200.00
* SITE VISIT/CONSULTATION FEE $85.00
* REINSPECTION FEE $47.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
=ERTY OWNER: a)}U �_ E C �� t= (_
ING ADDRESS: 5 7 1� t P4t,,L R.6A-0 PHONE:
ICANT/CONTACT PERSON: �� fY� �Yr= W S E N PHONE:
1SED SYSTEMS CONTRACTOR:
ANY/DBA:
ADDRESS: 0
PHONE: a1 S
LET APPLICATION IS FOR: (� NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
,ION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: qy����
Tax Parcel Number: 46,- 1" `0% - �/� Lot Size: 110 Amer,.,
Physical Address: -7 t-�ylUcp �Prl� R U A
)ING TYPE: (Check applicable category)
( ) Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Be rpott�s
(�cl Commercial/Industrial* Type�Sf�c�Cf
3e systems require design by a Registered Professional Engineer
OF WATER SUPPLY: (Check applicable category)
(-?g Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
-CANT SIGNATURE: Date:
a I
1T PAID:4tRECEIPT #: 'C DATE:
CHECK #: CASHIER: A4 e �4m
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: July 3, 2001
TO: Stutsman-Gerbaz, Inc.
FROM: Environmental Health Division
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Issuance of Individual Sewage Disposal System Permit No.2109-01. Tax Parcel
#2467-122-01-002. Property Location: 5700 Frying Pan Road, Basalt, CO., Eckel
property, barn.
Enclosed is your ISDS Permit No. 2109-01 and a field copy of the engineer design stipulated on
the permit. It is valid for 120 days, or for the duration of your current building permit for this
property. The enclosed copy of the permit must be posted at the installation site. Any changes
in plans or specifications invalidates the permit unless otherwise approved. Please note any
special requirements that may have been added to the design by this department.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County Environmental Health
must also view the installation prior to back filling. Please call well in advance for your
final inspection. Your TCO will not be issued until our office receives this certification
from the engineer, and views the installation.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements. Please
notify this office if you have not been contracted to perform this installation.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
McLaughlin Water Engineers, Dean Derosier
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX (970) 328-8788
TDD: (970) 328-8797
TOLL FREE: 800-225-8136
www.eagle-county.com
EAGLE COUNTY, COLORADO
October 23, 2001
Paul Eckel
5700 Frying Pan Rd.
Basalt, CO 81621
Raymond P. Merry, REHS
Director
RE: Final of ISDS Permit #2109-01 Tax Parcel 92467-122-01-002. Property
location: 5700 Frying Pan Rd., Basalt, CO.
Dear Mr. Eckel:
This letter is to inform you that the above referenced ISDS Permit has been inspected and
finalized. Enclosed is a copy to retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
Sincerely,
A
Janet Kohl
Eagle County Environmental Health Department
ENCL: Informational Brochure
Final ISDS Permit
cc: files
OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179
ISDS permit #_1 Date Q
JSDS Final InaRection
comwleteness Form
Tank is )!Z) v Q) gal. Tank Material
Tank is located !a-ft. and :2-2degrees from /
Tank is located ft. and _degrees
(pezuane= Undmrk)
Tank set level. LL_mTank lids within 8" of finished grade.
Size of field �--7 fr2 units lineal ft.
2 Technology t7L�-7211L=7 =7-&-
cleanout is installed in between tank and house(+ 1/100ft).
There is a "Tn that goes down 14 inches in the inlet and
outlet of the tank;
Inlet and outlet is sealed with tar, -,tape, rubber gasket etc.
Tdnk-•has vOo-dompartments with the..:fl.4r.ger-..Ppmpartment closest to the_-,,.-,,.
house.
..-Measure. distance and relative direptioA -to:;fiel.d,
Depth of field. ft.
'/kZSoil interface raked.
Inspection portals at theend of each trench..
Proper distance to setbacks.
Chambers properly installed as per manufacturers specifications.
(chambers latched, end plates properly installed, rocks removed from
trenches, etc.)
Type of pipe used for building sewer line leach field.
Other
Inspection meets requirements.
Copy form to installer's file if recommendations for improvement. were
suggested.
ACTION TAKEN: Op-%"e2
co Co f A 1�g to
4,
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field 100 25 20 10 so 25 10 10
50 10 5 10 50 10 10
McLAUGW-N WATER ENGINEERS, ltd.
III PAABCASPUN, COIAM2, DO M11,
970925-1920 `)70-92f-5d 9 74 fu\ inwatspun@,rofaict.
Date: OCt5l)jer_17_, 2001
Eagle County Environzental Health,
From; Dean Derosier; mcLaughlin Water Engineers, Ltd.
RE: Eckel SeptiC System -- Lot 2 Tayloz Creek Ranch —5700 Prying Pan Road -
Recomriendation of Fjaal Approval - BARN Septic System 99-032,02
The SYQtQm was designed and installed and placed into gerNriCQ in September of
2001. MW-E and GDD inspected the installation of the system and found it was
installed according to MWE's design and ECEH reCruirements. This letter is tO
serve as the acceptance letter for YK8 and recommendation to Eagle County for
Final Acceptance of the system.
To my kftowladga the system was installed according to MKU d.vawings, which can
be used as the asbuiltst but also see attached agb,,xilt drawing by contractor
st-azman Gerbaz for minor piping changes that wore made. system is-, I - new
1,000 gallon tank amd 2 trenches of 6 units and I trench of 5 units (17 units
TQtdl) , system_ All setbac%
limitations to"1
ohs.
�ca
Pleaoe 64. A7.4'•Tiy,� q
G, Dean DORECEIVED
OCT 1 7 ?001
EAGLE COUNTY
OOMMUNITY MIMT
r .-I L) IT L' LNLI 73 9j7 I UM LIT CIP7 - Tn Tn � T a o n
Oct 17 01 01:24p McLAUGHLIN WATER ENG 970-925-•19?4 P.3
J2;
MCLAUGHLIN WATER ENGINEERS, ltd.
I I I P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 tax mweaspen<Ft)rof.net
REC-El
MEMORANDUM VED
Date: May 30, 2001 JUN 1 4 2001
To: Eagle County Environmental Health; EAGLE CQrJJ
From: Dean Derosier; McLaughlin Water Engineers, Ltd. CO�pl�t1�!!iY �VI�L �ME1VT
RE: Eckel Barn - Septic System Design Notes - Lot 2 Taylor Creek Ranches
The following are my design notes for the new Eckel Barn Septic System
design. The site is a sloped area on above the Frying Pan River.
- 0 - Bedrooms - Barn with bathroom, shower, and washing facilities. Use 3.5 person per
dwelling as minimum for design of the system.
- Approx. less than 2,000 Square Feet of area
- 75 gallons per day per person
- 23.3 minutes per inch perc rates - Perc Test by GDD/MWE
- Ground water 25+\- feet from surface unknown not encountered.
- Well for domestic water - 125' min away and above system
- No water course, ditch, stream, or water table in the area of the septic
system
Flow = Q = 3.5 persons x 75 gal/day/per x 1.50 = 394 or 400 gallons per day.
This requires the new system to be 100-feet from the well.
Tank sizing - minimum requires 750 gallons of septic tanks;
Install one 750 gallon tank for the barn. Install biotube in system effluent tee inside septic tank.
Area of Septic field required = A
A = (Q\5) x square roots of the perc rate (AVG) = 400/5 X SR(23.3)
A = 386 square feet = 25 Infiltrators
50% reduction for use of infiltrator units in a serial distribution system.
386 /2 = 193 sq ft or 13 infiltrators. Use 3 even trenches of 5 units each or 15 total units.
System size is for 15 infiltrators to allow for even length rows in a trench
system, with trenches 10' apart minimum. (3 rows OF 3 UNITS or 15 total UNITS)
The layout of the system is to fit site conditions and meet all setbacks as
shown on the attached drawing. Maximum size of bedding material over top of
infiltrators is 2". Place geogrid fabric on bottom of each trench prior to
setting infiltrator units to aid in settlement reduction. Min cover over
units is 42" and approximate dimensions are 30' X 36'. Mound slightly over
top of completed system. Use serial distribution for the system piping.
The 750 gallon tank will be installed in the general area below the home. Compact hole
excavated for tank prior to setting tank. Tees will be installed on both the
inffluent and effluent lines of the tank, set on the inside of the tank. Set
top of line from tee within 1 " of the roof of the tank and extend line
downward 12" below center line of tee. Fill tank with water prior to backfill
to check for leaks and leave water in tank for placing the system in service.
Septic tanks will be a two -chambered tanks with access ports within 6" of
final grade. Install 4" biotube in tank effluent line, see attached information.
Use System distribution to distribute flow to each end of infiltrator units. Install vents/inspection
ports on end of each row and splash plate at the end of each row to minimize erosion at entrance..
Piping from the cabin to the tanks will be 4" SDR 35 PVC laid at a minimum of
1%. Insulate lines with less than 5-foot of cover or in uninsulated crawl
spaces. All piping to be bedded in a minimum of 2" under and 6" over of 314"
screened rock. Piping from tank to field and in serial distribution shall be 4" Sch 40
PVC with a min slope of 1%.
Adjustments to fit site contours and conditions may be made per approval of
the engineer. Elevations of the tank and trenches shall be finalized in the
field by the engineer. Installation and operation shall be approved by the
engineers prior to final acceptance. System must meet all ECEH regulations and MWE
standards. trJrir
G. DD IOSI� P
gdd\eck.el\99-032.02 .
WEMCLAUGHLIN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen a rof.net
MEMORANDUM
Date: May 30, 2001
BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E.
RE: Eckel - BARN
Property Address: Parcel 2 South Taylor Creek Sub., Frying Pan River
Legal Description: Eagle, Co.
Property Owner: Paul Eckel
C/O Al Beyer
410 N. Mill B-11
Aspen, Colorado 81611
Percolation Information:
Hole Depth: 36" to 45" Ground Water @: 25'+/-
Sand\Gravel: No Depth to Water:50'
Presoak:Yes.- 5 17 01 Fluccutations: No
Amt of Water: 5 gal Slope: to
Bedrock @ : n\a Depth to Rock: ??
Type: Red Silty Sandstone Fractured: yes
Percolation Tests: Date and Time:7\29\99 1:00 pm
Hole # 1 2 3
Depth 45" 4211 3611
Presoak
No
No
No
Remaining
Time
10min
l ornin
10min
Interval
2hr
2hr
2hr
Length
Percolation
lompi
40:ripi
20mpi
Rate
DESIGN PERCOLATION_ RATE:
23 AVG
MINUTES
PER INCH
Soil Profa.le `Hole..: top soil - 6" to 8' Red sandstone soils with
gravel ar11 sand ier�x a with a little clayey fine silts. Large and
broken rpcks (4" tM8 "�
neers
SIGNATUR$"r.
ADDRESS: 11kABC,,Asot�,3 CO. 81611 970-925-1920
03C,-08-2001 11:15 From -GRAND JUNCTION PIPE 9709631229 T-406 P.002/004 F-303
First -Line
Defense
for Your Septic
System
Wf's pawnted Screened Van#
Technology ratains solids
wid»n the tank ensuring that
high qualify effluent is
discharged.
ou've put your money (or
your reputation) into a
quality septic system.
Protect your investment with
OSI's advanced filtration
technology.
The OSI Biotube® Effluent Filter
dramatically improves the
qualify of effluent discharged
from a septic tank by preventing
large solids from leaving the tank.
Effluent from the relatively clear
zone of the septic tank, between
the scum and the sludge layers,
enters the Biotube Effluent Filter
through its inlet holes.
Effluent then enters the space
between the housing and
Biotubes, utilizing the entire
screen surface for filtering.
Particles larger than 1/8" are
detained in the interior space,
where continued decomposition
of organic material occurs.
Once the effluent has been filtered
through the Biotubes, it flows
through the modulating orifices at
the outlet of the filter.
If inflow becomes temporarily
excessive, the fluid level in the
tank will rise as the modulating
orifices slow the flow through the
tank, allowing maximum settling
of solids.
F]
M,
03-08-2001 11:16 From -GRAND JUNCTION PIPE
9709631229 T-406 P.003/004 F-303
Pure Perionnance
The OSI Eiotube Effluent Filter i;
the most advanced in the indusl
engineered to provide maximuR
protection for your septic syster
Features and Beneffls
® Improves effluent quality.
Average Total Suspended Soli
(TSS) is less than 30 PPM, nee
2-1/2 times lower than a non -
screened system!
® Allows for smaller diameter
drainfield pipe.
Lowers drainfield material co;
® Superior patented design.
Extends drainfield life. Reliable
corrosion -proof construction.
® Easy installation.
Installs in minutes in new or
existing tanks.
® Simple, hassle -free
maintenance.
® Available alarm.
Indicates when maintenance
needed.
® Ideal for variable -grade sewe
Allows reduction of the trans f
line size and associated cost`
® Custom sizes.
Call for availability.
Received:
3/ 8/01
10-30AM;
9709681229 -> mcuauyn .-,
rsl •� �• �- -
03-06-2001
il:i6
From -GRAND JUNCTION PIPE
9709631229
T-406 P.004/004 F-303
S.-lizes and" Applications
suitable or of
applications.
°' Diameter
Best for most residential
applications.
. a Diameter
Ideal for larger residential
applications, such as large homes or
duplexes, or for small commercial
flaws.
2`° and 15"' Diameter
For larger commercial flows.
Multiple filters may be used to
accommodate larger flows.
8� f
l
• Gravity Septic Tank
Filters
• Effluent Pumping
Systems
® Dosing Siphon Systems
a Grease Trap Filters
• Industrial Process
Filtering
® Groundwater
Remediation
® Variable -grade sewers
Custom designs available to
satisfy specialized needs.
ISDS PERMIT #
PERCOLATION TEST
OWNER:
-PHSYSICAL ADDRESS:
LEGAL DESCRIPTION:
MAILING ADDRESS:
TYPE OF DWELLING: =' /-NUMBER OF BEDROOMS:
TEST HOLES PRE-SOAKED: YES NO
SOIL
TIME WATER DEPTH INCHES OF FALL RATE PROFILE
(y
21 (-
3
6'
91
10'
TIME TO DROP LAST INCH: PERC RATE:
MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE:
COMMENTS:
I 'cl, mQ_ C3G1.") - rf�_ ) n J�c�,�(/`S - d l A , i t , &Wd+'AJ 4 ,r Z I- �,---/— 'LA t"
ENVIRONMENTAL HEALTH SPECIALIST DATE
jun ee U i U4: UUp MOLHUUHL I N WH I EFL ENU 87U-8;:�b- I S74 P. 1
J Utz-22-2001 03129P FROM t ERGLE COUNT' ENU HEA 9703208788 TD: 919709251974 P -. 1.4
MWE MOLAUGHLIN WATER ENGINEERS, ltd.
111 P AfeBC ASPEN, CO.LORADO 81611
970-925-1920 770-925-1974 fax mwzmpem('&ohici
MEMORANDUM
Date_ June 20, 2001
To; Eagle County Environmental Healtb; Bill C
From: Dean Der osier, NULaughlin Water Engineers, Ltd.
RE: Eckel Barn. - S>*ptic System Design Notes - Lot 2 Taylor Creek Raachies REVISED DES] GN
NOTES
M
Attached are the revised design notes and drawings for the Eckel Barn on the Frying Pan. i have
revised the design based upon my conversation with Ray .Merry on Monday June 18, 2001.
Since you were out of the office, I contacted Ray irJr`titoad_ Ray and I agreed to the following in
that conversation. The use on this cabin will be minimal as there is no bedroom or cooking
facility. The bafn will most likely Never generate 400 gals per day. So the loading rate on the
system will be far less than the design will show_ The soils are a< rnix of rocks and sand with some
interlaced clay silts with percolation rates between 20 wid 25 minutes per inch, Based upon my
experience this is a soil that has a loading rate of0,8 gal per square foot per day.
Thus the design has been (revised to be based upon the b,8 gallons per square foot loading rates,
requiring 17 infiltrator units,' Please use the new design in issuing the permit for this system.
Please call, ou y questions
G er
TIIKI-PP-?:)MM1 PP 9I7-�,dGM Tn-Gnri G rniINTV FNlJ WPCAl TI-I pA�'F'9
Jun 22 01 04:03p McLAUGHLIN WATER ENG 970-925-1974
p. 2
the engrinQQc. Elevations O.0 the tank and trenches shall be finalized in the
field by the engineer, tostallation and operation shall be approved by the
engineers prior to final accepta.ncc. SYSten, MUSS meet all E-CEH and MWE
standards.
eckc,1\9
Jun 22 01 04:03p MoLRUGHLIN WATER ENG 970-825-1974
P. 3
McLAUGHLIN WATER ENGINEERS, ltd,
Ill PAjU—CASPI-2,N. COLOR�1DOt;1611
970-925-1920 970-925-1974 1.ijx 1rrvcktsNn(ti.?ro1'A)et
Date: June 20, 2001
To:EaSle County Environmental Health;
From: Dean Dcrosier; McLaughlin Water Engineers, Ltd.
RE: Eckel Barn - Septic System Desityll Notes - I.,,ot 2'1'a.\,Ior Creek Ranclics REVISED DESIGN
NOTES
The followitir, are my design notes for the new Eckel Barn Septic, System
design. The site is a sloped area on above the Frying Pan',River,
- 0 - Bedrooms Barn with bathroom, shower, and washing facilities- Use 3.5 person per dwel ling
as mininium for design, No kitchen or bed rooms.
Approx. less than 21,000 Square Feet of area
7-5) gallons per day per person
4.1.3 inimlteS per inch pert rates - Perc Test by CTDDAt OWE
GrOLInd water 25+\- feet from surface unknown not encountered,
Well for domestic water - 150'ri-iiii away and above system
No water course., ditch, stream, or water table in the area of the septic
wsteill
--Fhc use on this cabin will be minimal as there is no bedroom or cooking facilities. The barn will
most likely never generate 400 gals per day. The soils are a mix of rocks and sand with sonic
interlaced clay SIlts, Bated Lipon my experience tliis is a soil that bas a loading rate. of 0.8 gal per
square foot per day,
Flow%,, =- Q "-- _3 3. 5 persons x 75 gal/day/per x 1,50 3 ) 94 or 400 gallons per day,
This requires the new system to be I 00-feet from the well.
'rank sizing - rninimurri requires 750 gallons of septic tanks;
Install orie, 750 gallon Lank for the barn. Install blOtLibe In system effluent [file
Art, -a of Septir, field required =A
A = (Q15) x square roots of he perc rate (AVG) — 400/5 X SR(23.3)
A — 396 square. feet -- 25 1 nfiltrators
--. LL tii --. --r 1.--.Ii.r UI IL1- w.1 1 LJ1 -- U f U ULJ- LU f T
50% reduction for use of infiltrator units in a serial distribution system
380 /2 = 193 sq ft. or 13 infiltrators,
Or using a loading rate calculation of 0,8 � al per square font per day
400/0.8 = 500 sycrare feet
50`fo reduction for infiltrators = 250 square feet or 16.1 infiltrators at 15.5 sq ftt per unit,
/�
Design use 2 tr fiches 0 '.klit:s Ond trrnC11 of 5 Units for 17 total iintr[traaLgLss in a serial.
distribtction ,s sy'teni —
System size is for 17 infiltrators to allow f`or even length rows in a trench
system, with trenches 10' apart. minimum, (2 rows of6 Chits and 1 row of 5 units or 17 total
Units), '!'he serial distribution layout of the systern is to fit site conditions and aieet all setbacks as
showrt oil the attached drawing, M.aximunt size of hoddirtg material over top of
intltrators is 2", Place �,,eogrid fabric on bottom of each tree �rh prior' to
setting infiltrator units to aid in settlement reduction. o L�v � r `" �' � '`
-�i�ov aver
units is 36" and approximate dimensions are 33' X 36'. Mourid slightly over
top of completed system, Use serial distribution Par the system pipinST,
The 750 gallon tank will be installed its the general area below the home. Compact hole
excavated far tank prier to scttinb tank. Tees will be irist.alled on bath the
infflucnt and efTluent lines or the tank, set on the inside of the tank, Set
top of ]irie from too within I " of the roof'of the tank and extend line
downward 12" below center line of tee. Fill tank with water prior to backfill
to check for leaks and leave wat.cr in tank for placing the systeit7 in service,
Septic tanks will be kL VWO-challlbered tanks with access forts within 6" of
Final grade,
System distribution is through scrial to divide flow evenly between
each Iinc to each end of infiltrator units, Place a sheet of gcogrid f bric prior to setting box.
Install vent:;linspection ports can end of each row,
Piping from the horn to the tanks will be 4" SDR 35 PVC laid ata minimum of
1 %. Insulate lines with less than 5-foot of cover or in uninsulated crawl
spaces. All piping to be bedded in a minimum of 2" under and 6" over of 3/4"
screened rock. Piping from tank to field and in serial distribution Shall be 4" Sch 40
PVC.'. with a min slope of 1 %.
AdjUSOI)cnts to fit site contours rind conditions may he made per approval of
JUN-22-2001 FRI 03:55PM ID:EAGLE COUNTY ENV HEALTH PAGE:4
2109-01 Tax #2467-122-01-002
JOB NAME_ Parcel #2, S. Taylor Cr. ECKEL
57 Frying Pan Rd., Basalt
BARN
LOCATION
BILL TO
DATE STARTE
it,I���
11
DATE
.5 - � / �o ►�e� a� i���i. IR� Ste, SAP � '� •%� �' � ,, I � �� ��/-,.�, S
%J
DATE E
JOB NO,��
,o�Q r�s
2�,�<rz
-r '3 —<3(/
rCc c�sl r�n��� o %Re�e��S
NE-1 rm%ai
I ►�
- -I
1912-99 Tax #2467-122-01-002
Parcel 2, S. Taylor Creek ECKEI
JOB NAME
5700 Frying Pan Rd., Basalt
JOB NO. 8 'la O
B LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
5� Ago
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 277
JOB FOLDER
I�lla-�q E� II/Ig1,1C1
as-o I -oo a
laa.- (5 -vow
S, .J �,c�`c .
b 0 0 � �I P c,, Rd
Printed In U.S.A.