HomeMy WebLinkAbout1279 Red Canyon Creek Rd - 194124402008INDIVIDUAL 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. 2181-02 BP NO. 14148
OWNER: RED CANYON #9 LLC/ MAJACK LLC PHONE: 970-926-0986
MAILING ADDRESS: P.O. BOX 2487, EDWARDS, CO 81632
APPLICANT: SCOTT SCHMIDT PHONE: 970-390-6031
SYSTEM LOCATION: 1279 RED CANYON CREEK DRIVE, EDWARDS, CO TAX PARCEL NO. 1941-244-02-005
LICENSED INSTALLER: T. NOTTINGHAM CONSTRUCTION, TERE NOTTINGHAM LICENSE NO. 32-02 PHONE: 471-2711
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE
2000 GALLON SEPTIC TANK 2250 SQUARE FEET OF ABSORPTION AREA CREDIT, VIAgXINFILTRATOR UNITS. AS PER ENGINEER'S DESIGN
SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED 3/11/02. IF THE PERC TEST RESULTS ARE SLOWER THAN 30 MPI AND THE
SOIL PROFILE OBSERVATION IS DIFFERENT FROM THOSE SHOWN ON PLANS THE DESIGN MAY NEED TO BE ALTERED. CALL EAGLE COUNTY EN-
VIRONMENTAL HEALTH TO OBSERVE THE PROFILE HOLE BEFORE CONSTRUCTION OF THE LEACH FIELD HAS BEGUN. RAKE ALL TRENCH SUR-
FACES TO PREVENT THE SMEARING OF SOILS. AND DO NOT INSTALL IN WET WEATHER. THE LOCATION OF THE WELL MUST BE AT LEAST 128 FT
FROM THE LEACH FIELD AND 78 FT FROM THE SEPTIC TANK, AND MUST BE SHOWN ON THE AS- BUILTS SUBMITTED UPON COMPLETION OF THE
INSTALLATION. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE IN-
STALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE
ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL: LAURA FAWCETT DATE: APRIL 26, 2002
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: 3007 SQUARE FEET (VIA 97 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN REVISIONS DATED
MAY 12, 2Q03)
INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED 174 DEGREES AND 136 FEET INCHES
FROM THE CLEANOUT NEXT TO THE HOUSE.
COMMENTS: ADDITIONAL SOILS WORK WAS DONE BY THE ENGINEER IN THE SPRING OF 2003 THAT INDICATED A PERC RATE OF 40, SO THE
DESIGN WAS ALTERED TO REFLECT THIS CHANGE. THE FINAL INSPECTIONS WERE DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRON-
MENTAL HEALTH AND THE DESIGN ENGINEER ON 5/23/03. THE ENGINEER'S FINAL CERTIFICATION AND AS -BUILT DRAWING WERE RECEIVED ON
5/27/03. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A 5 BEDROOM RESIDENCE.
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 Jab>;GzMDATE:_JUNE 6, 2003
Incomplete Applications Will NOT Be Accepted
(Site -Plan MUST be attached)
ISDS Permit # I,' l'a
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823
****************************************************************************
* FEE SCHEDULE
* APPLICATION FEE $350.00
* THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST,
* SOIL PROFILE OBSERVATION) AND FINAL INSPECTION
* ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A
* PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED
* REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: 4, (.k►c�(o� Cl L LC'�
vLr7,.�.a2D5 Sl/�c�2
MAILING ADDRESS:
APPLICANT/CONTACT PERSON:tl'"
-LICENSED SYSTEMS CONTRACTOR: WE 141TI'J6 "Am
COMPANY/DBA: /Ve_��+ lO��'� ADDRESS:
PHONE. 2Z`' 0984
PHONE: 3Sb'�03
PHONE:
PERMIT APPLICATION IS FOR: Z� NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Lam^ t ���D CA -I ox)
Tax Parcel Number: jqW , -cZgt-t - 6c 'DOJO
Physical Address: 1Z-
Lot Size:
Pcv 4-2 o S
BUILDING TYPE: (Check applicable category)
(--Residential/Single Family Number of Bedrooms.
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
*These systems require design by a Registered Professional Engineer
TYPE OF WATER SUPPLY: (C eck amplicable category)
Well ( ) Sp n ( ) Surface
( ) Public. Namep ier:
APPLICANT SIGNATURE:
Date.
***************************************************************************
AMOUNT PAID: RECEIPT $: ' qs;�_DATE : Ld I k D�,
CHECK #: CASHIER:
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970)328-8755
FAX: (970) 328-8788
TOLL FREE:800-225-6136
www.eagle-county.com
June 6, 2003
Maj ack LLC
Scott Schmidt
P.O. Box 2487
Edwards, CO 81632
EAGLE COUNTY
RAYMOND P. MERRY, REHS
Director
RE: Final of ISDS Permit #2181-02, Tax Parcel #1941-244-02-005. Property
location: 1279 Red Canyon Creek Drive, Edwards, CO.
Dear Mr. Schmidt;
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,
� lux "'(4
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
L P Engineering, Inc.
CVYL/GFO'rF_ -JN1CkL
May 27, 2003
Mr. Scott Schmidt
Majack LLC
P.O.Box 2104
Edwards, CO 81632
Dear Scott:
RE.- Inspection of Septic Systemic Installation
Lot 9, Revd, Canyon Estates
1279 Red Canyon Creek Drive
Eagle County, Colorado
Project No, 0107 - ISDS Permit NTo. 21s1-U2
At the request of Mr. Tere Nottingham on may 23, 2003, we visited the constructioai site on Lot 9, Red.
CanyOzl Estates, 1279 Red Canyon Creek Thrive, Eagle County, Colorado. Tli.e purpose of our site
visit was to inspect the installation of"the septic systeir.
They installed the system in overall compliance with the septic system desi.gii, Drawing No,
0 1 07SD.DW(--T, last dated May 12, 2003, as shows) on the attached as -built sketch. They installed a 2000-
gallon, two coinpartments, a precast, concrete septic tank. The building sewer litre crossing ri.nder the
driveway (75 feet) was double encased in a 6-inch diameter, Sch40 PVC; pipe with 0eanouts at both ends
of'the elacasem.ent. A, clean.out was installed between tlae house and the cleanout for the encasement and
between the encaseineiit and the septic tank.
Ninety-seven, Standard Infiltrator Chambers wore installed in nine trenches with 10 i.nflItrators in
the first trench, eleven ira the second, 12 i1i the next five trenches, l l in the eigbtli trench and :Five in tlae
ninth and last trerneli_ The infiltrators were connected with serial distributioai. In, the first said last infiltrator
of each trench., inspection ports were installed. The effluent line was 4-inch SDR 35 PVC. Also, ao
additional profile Note was excavated on April 11, 2003, on the downhill. side of the leachfxeld.. The soil
consisted of 2 feet of topsoil over 6 feet of reddish -brown, silty-gravolly sand_ Percolation test was done
within the proposed leachfield area to verify the assumed percolation rate of 30 mpi. 1 lie pe:rc test was
done on ,April 23, 2003. Ilse average perc rate was 4.1 rupi_ The design dated March 11, 2002, was
modified accordingly.
If you have any questions, please do not hesitate to call._
Sincerely, % Pi. i....
LKF IEngineor!"
e 03
AJ_Uiza Petrovska, ., -gym
President ebnQaw H. eda,
Enclosure
ec: Mrs. Laura Fawcett, Eagle County Buildiatg Departinellt, fax: 328-0349
C:1WN 0-LJ<,Pll 07osi.doc
P:O- Box 2837, Fdward,5, CO 81632, (970) 926-9088 Tel, (970) 926,9089 Fax
MAY -P7-P007 TI IF GIP: 1 RRM TD: FAGI F cni INTYY FNU HEALTH PAGE: 1
•• r �vr �•�•, •+ .+-• �.. -• .+�zv ��..�1 r-11r. liar- U4
P.D. Box 2837, Edwa dis, C'm 001632? (970) 9926-9086 Tell, �970) 92f0-7049 Fax
mny-pp-Pmm7 wr:n MP-I-,PGM Tn- FCif-�i F rniINT`,' PWtJ i4PCA TP PQf.!p
7
directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and
three inches in the first 10 feet in paved areas. The top of the granular foundation backfill
should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential
of surface water infiltrating the foundation subsoils.
Surface water naturally draining toward the proposed building site should be diverted
around and away from it by means of drainage swales or other approved methods. The roof
drains and downspouts should extend and discharge beyond the limits of the backfill. The
underlaying bedrock is water soluble. Uncontrolled irrigation, or other drainage that can cause
water to enter the foundation soils, can create solutioning of the gypsum, sinkholes, and
settlement of the foundation.
LAWN IRRIGATION
It is not recommended to introduce excess water to the foundation soils by installing
sprinkler systems next to the building. The installation of the sprinkler heads should insure that
the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs.
Lawn irrigation must be controlled.
SEPTIC SYSTEM RECOMMENDATIONS
A Profile Hole was excavated in the area shown on the attached location sketch. The soil
encountered in the Profile Hole consisted of one foot of topsoil over 7 feet of reddish -brown,
silty -gravelly sand. Ground water was not encountered. A percolation test will have to be done at
a later date, when the soil and air temperatures are above 32 degrees.
Based on the soil conditions encountered at the site, and the Eagle County Environmental
Health Department Guidelines for an Individual Subsurface Sewage Disposal, a conventional,
septic system will be required for this site.
LKP Engineering, Inc.
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client: Scott Schmidt Location: Lot 9 Red Canyon Estates
P.O. Box 2104 1279 Red Canyon Creek Drive
Edwards, Co. 81632 Eagle County, Colorado
Project No.: 0107
P-1
P-2
P-3
TIME/DEPTH
27 6/16"
28 10/16"
31 6/16"
1: 10
3 - 13/16"
4 - 8/16 "
4 - 14/16"
1 : 20
17-14/16"
14 - 1/16"
5 - 8/16"
1 "
22 - 12/16"
17 - 14/16"
1 :30
18 - 7/16"
9/16"
8-13/16"
5-15116"
24 - 7/16"
2-11/16"
1: 40
18 - 12/16"
5/16"
6 - 7/16"
8/16"
25 - 9/16"
1- 2/16"
1 : 50
19 - 1/16"
5/16"
7"
9/16"
26 - 3/16"
10/16"
2: 00
19 -6/16"
5116"
7 -8/16"
8/16"
26-13/16"
10/16"
2 : 10
19-10/16"
4/16"
8"
8/16"
27 -7/16"
10/16"
2: 20
19-14/16"
4/16"
8 -7/16"
7/16"
27-14/16"
7/16"
2 : 30
20 -2/16"
4/16"
8-13/16"
6/16"
28 -4/16"
6/16"
2 : 40
20 -6/16"
4/16"
9 -5/16"
8/16"
28-10/16"
6/16"
2 : 50
20 -8/16"
2/16"
9-12/16"
7/16"
29"
6/16"
3 :00
20-16/16"
2/16"
10 -2/16"
6/16"
29 -5/16"
5/16"
3 : 10
20-13/16"
3/16"
10 -8/16"
6/16"
29-10/16"
5116"
PERC RATE
69 MIN/INCH
25 MIN/INCH
30 MIN/INCH
AVG PERC
41 MPI
Average Percolation Hole Diameter: 8 Inches
Holes Dug and Presoaked: April 21, 2003
Test Run: April 22, 2003
Observer: Kiril Petrovski
Soil 0 to 2' Topsoil
Profile: T to 8' Reddish brown - silty, gravelly sand
No G.W.
DATE OBSERVED: January 24, 2001 PROFILE HOLE
ELEVATION:
s DES
DEPTH Y CRIPTION OF MATERIAL REMARKS
Ivt AND SAMPLE LOCATION
FEET $
0
1
IL
Topsoil
Reddish -brown silty gravelly sand
Bottom of test pit at 8 feet
No ground water encountered
PROJECTNO, 0107
LKP ENGINEERING, INC. I SUBSURFACE EXPLORATION LOG
FIGURE NO. 4
ISDS Permit #_______ Date
I3D9 Final Inflection
Cg=letenese Form
Tank is � gal. Tank Material
u
Tank is located 7 ft. andLdegrees�-�"-
4WCW Aftt INWM W
0
�n
Tank is located ft. and rdegrees
1p.:..e.et l.na..ekl
Tank set level. Tank lids within 8" of finished grade.
j sv3, 5+Z aS
Size of field �04 t' 7 units lineal ft.
Technology
cleanout is`installed in between tank and house(+ 1/I9Oft).
There is a "T" that goes down, 14 inches in the inlet and
outlet of the talk.
Inlet.and outlet is sealed with tar•:tape,, rubber gasket etc.
Tnk -8as tvxa .ncanpartments with the.;=agr-.,.caatment closest to the
house.
Mica sure distance and relative dirept
Depth of field. ft.
/ -Soil interface raked.
Inspection portals at the.end of each trench..
Proper distance to setbacks.
(i110
Chambers properly installed as per maaufacturere specifications.
(Chambers latched, end plates properly installed, rocks 'removed from
trenches, etc.)
Type of pipe used for building sewer line 5t7 leach field
✓� Other.
24 0
Inspection meets ramirementa.
Copy form to installer's file if recownendations for improvement Pere
suggested.
ACTION TAKEN:
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch .
Fie d I00 25 20 10 50 25 10 10
50 10 5 10 50 10 * 10
JOB
- E SEREAUTH --------------
P.O. BOX 179 SHEET No.
EAGLE, CO 81631 DATE
NECKED BY PATE
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JOB NAME_ 21 81 -02 Tax# 1 941-244-02-00
Lot #9, Red Canyon MAJACK LLC
Estates, Wolcrbtt
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DATE �TARTED�,) r�
DATE COMPLETED
DATE BILLED
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JOB COST SUMMARY
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TOTAL SELLING PRICE
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TOTAL MATERIAL
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TOTAL LABOR
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INSURANCE
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SALES TAX
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MISC. COSTS
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TOTAL JOB COST
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NET PROFIT
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