HomeMy WebLinkAbout2745 Bellyache Ridge Rd - 194126301001INDIVIDUAL 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. 1864-99 BP NO. 12543
OWNER: JIM AND MINDY MANDELL PHONE: 970-926-4590
MAILING ADDRESS: P.O. BOX 303, EDWARDS, CO 81632
APPLICANT: RICK KIRBY PHONE: 970-949-8889
SYSTEM LOCATION: 2745 BELLYACHE RIDGE RD., WOLCOTT, CO TAX PARCEL NO. 1941-263-01-001
LICENSED INSTALLER: EDWARDS EXCAVATING, TED JOHNSON LICENSE NO. 35-99 PHONE: 970-390-1223
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK, 1125 SQUARE FT OF ABSORPTION AREA VIA 36 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED9/11/99. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING
CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL DATE: SEPTEMBER 20, 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 PERMIT 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: 1125 SQUARE FEET (VIA 36 INFILTRATOR UNITS, )
INSTALLED COCRETE S .PTT TANK: 1000 GALLONS IS LOCATED DEGREES AND I I FEET INCHES
FROM THE NORTH SIDE OF THE BUILDING
COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 0CTnBF-R 4, 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�&M(c."- DATE: OCTOBER 5, 1999
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit # 1 - r-`
Building Permit # J A5q,'�
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER: I 1m * /" l l h r>!�4 M 4 ✓1 D C%s l_
MAILING ADDRESS: Pb _j0 i
PHONE:
APPLICANT/CONTACT PERSON:
PHONE:
�l`t y8i
LICENSED SYSTEMS CONTRACTOR: �I .�5 5_Kccd
cn�:
PHONE:
COMPANY/DBA: T-QC cX�vI ann 35 W ADDRESS :
PERMIT APPLICATION IS FOR: (K NEW INSTALLATION
( ) ALTERATION
( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL
SYSTEM:
Legal Description: c-&w
tern
�i feu►
`Z
Tax Parcel Number: 1940 oZ&3 01 001
Lot
Size:
10 Ac t_
Physical Address:
BUILDING TYPE: (Check applicable_ category)
( Residential/Single Family
Number
of Bedrooms
( ) Residential/Multi-Family*
Number
of Bedrooms
_ ( ) Commercial/Industrial*
Type
TYPE OF WATER SUPPLY: (Check applicable category)
( } Well ( ) Spring . ( ) Surface
( ) Public Name of Supplier:
*These systems require design by a Registered Professional Engineer
SIGNATURE: - Date: q
AMOUNT PAID: I Q C� RECEIPT # : I I A"') 6 DATE : 5d
CHECK #: I& / CASHIER:
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: May 18, 1999
TO: Edwards Excavating
Eagle County Building
P.O. Box f 79
500 Broadway
Eagle, Colorado 8 163 1 -0 179
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Alteration Permit No. 1864-99.
Tax Parcel # 1941-263-01-001. Property Location: 2745 Bellyache ridge
Rd., Wolcott, CO., Mandell residence.
Enclosed is your ISDS Permit No. 1864-99. It is valid for 120 days. 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.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified, Eagle County does not perform final
inspections on engineer designed systems. Your TCO will not be issued until our office
receives this certification.
Permit specifications are minimu requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
LKP Engineering, Luiza Petrovska
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
October 5, 1999
Jim and Mindy Mandell
P.O. Box 303
Edwards, CO 81632
EAGLE COUNTY, COLORADO
Eagle County Building,
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1864-99, Tax Parcel #1941-263-01-001. Property location: 2745
Bellyache Ridge Rd., Wolcott, CO..
Dear Mr. and Mrs. Mandell:
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
inee L &WICIP Engi ri lf�;`
civujowmd
October 3, 1999
Mr. Steven James Riden
P.O. Box 3238.
Vail, CO 81658
RE: I"
r1put al
System Installation
Lot 2,T is Subdivision Filing No. I
-0. Oft - Petit No. 1964-99
Dear Steven:
At the request of Rick ftih,Gre e Construction; - Sepi
Wdbar 22,4999, we visited the
construction site for the Mandel Icsidefilive,fat 2, Travisk division Filing No. 1, Eagle
* Mb
, - "i hdi '
County, Colorado. The purpose 66ur Aivisit was to ob .%Itiow" lot) 0f the septic system.
They installed the sysift ; :m ovio iwlnpliance wit i*� sa;iystern design, Drawing No
9972SD.DWG, dated September. 14 19iO.'the system was 119. led-=.: �-.:'iihown on the above-narned
drawing, but was connected onthi *iweofttiebuildinC,�140
�nor woo *bm the northeast corner. They
installed I 000-gallon, two c0mpW=.vd%#*preea4 concreW:4 "' ic tt' ib0 tank was I I feet from the
A'
building and had risers on both h.aMatlAko6vers. From the.to 'to *6'& st Inf dtiator trench was 60 feet.
The first cleanout was 2 feet away. 6"Orn-A'abuilding. The smiii id cieWo-ht was 12.5 feet cast from the
septic tank, at the angle point oft',dw defy y pipe Thirty-six Standard Inf"O.,0W -Cli�bets were instalii4: with 9 Infiltrators each.
The infiltrators were connected '101th se4ia'4,istribution. In thOist a4lpst infikrWitor of each itrench.
inspection ports were installed,4ilifftence ftm c6oWto ciiit�,of the trenches, was 9 feet'or
*"Wiq
more. All piping was SEAR-35 4466hThe depth of th4,"V"` Wisi'ms two to three feet. The soil h
profile in the trenches was cwtestv�i the soil doscribaii,.JlIbe OW 't hole lag.
*1 not hesitate to: If you have any que
Sincerely,
LKP Engineering
Leiza Petrovska, P
President
Milt
cc: Ms. Heather Savalox, E41e C fax: 328-7185 Environmental...
P.O. Box 2837, Edwards, 9 89 Fix, E-mail: snowcap.net
10) 926-9088 T4 (970) 26-90
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: September 20, 1999
TO: Edwards Excavating
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. 1864-99. Tax Parcel
# 1941-263-01-001. Property Location: 2745 Bellyache Ridge Rd., Wolcott, CO.,
Mandell residence.
Enclosed is your ISDS Permit No. 1864-99. It is valid for 120 days. 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.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County does not perform final
inspections on engineer designed systems. Your TCO will not be issued until our office
receives this certification.
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.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
LKP Engineering, Luiza Petrovska
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Location:Lot 2, Travis Creek Filing No. 2
2745 Bellache Ridge Road
Eagle County, Colorado
Project No.: 9972
Client: Rick w/ Graystone Construction
P.O. Box 721
Minturn, CO 81645
P-1
P-2
P-3
TIME/DEPTH
34-8/16"
34"
23"
10:00
6-4/16"
8-12/16"
9"
10:00
7-12/16"
1-8/16"
13"
4-4/16"
11"
2"
10:00
8-8/16"
12/16"
14-4/16"
1-4/16"
11-8/16""
8/16"
10:00
9"
8/16"
15"
12/16"
12"
8/16"
10:00
9-8/16"
8/16"
15-12/16"
12/16"
12-8/16"
8/16"
10:00
10"
8/16"
16-8/16"
12/16"
13"
8/16"
10:00
10-8/16"
8/16"
17-4/16"
12/16"
13-8/16"
8/16"
PERC RATE
20 MIN/INCH
13.3 MIN/INCH
20 MIN/INCH
AVG PERC:
18 MINUTES PER INCH
Average Percolation Hole Diameter:I 1" Inches
Holes Dug and Presoaked: 7- 27 -99
Test Run: 7- 28-1999
PROFILE HOLE:
0 to 1' topsoil
I'to 8' Reddish Brown, clayey gravelly sand with
angular cobbles and boulders
No ground water
1864-99 Tax#1941-263-01-001
Lot #2, Filing 2 MANDEL
JOB- NAME Travis Creek Subdivision
2745 Bellyache Ridge Rd.
• - NO.4 ,,
,00'JOB LOCATION
BILL TO
DATE ST TED
DATE COMPLETED
DATE BILLED
Obs, ,.
4f
5�
9�
'twl/u
AZZ&064
'
JOB COST SUMMARY
TOTAL SELLING PRICE
Oct
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 Printed In USA
j
4' —
10'
i
PLAN
/
Dimensions
- I
Capaclues
LIN station _
Chamber
A
L
- E
A
B
4' - 10'
11' - 4'
S' - 9'
625
360
330
DESCRIPTION
{
SYMBOL
DIMENSION
(fee 0
BED WIDTH
A -
9.0
BED LENGTH,
B
63.0
MOUND DEP TH ,
D
1.0
MOUND DEP TH -
E
2.8
BED DEPTH_
F
1.0
CAP AT EDGE OF BED
G
1.0 a,
CAP AT CENTER OF BED
H
1.5 6
D0WNSLOPE SETBACK
I
34. 0
UPSLOPE SETBACK
J
8.0
SIDESLOPE SETBACK
K
13.0 -
MOUND LENGTH
_
L
89.0
MOUND W/D TH y
W
51.0
uwvv�� v1 U 1c w Unc yruunu suriuce Mess Enan lour Teet). a -
MOUND TYPE SYSTEM with a pressurized distribution_ network is recommended for i ;
- P this site.
..
Loading Rate for -a Medium -Texture Sand .= 1.2 gpd/sf -
- Number of bedrooms 3 -
is
o.
Maximum daily Flow = Qmax
CL
o`
Qmax = 3 bdrms x '2 persons/bdrm x 75 gallons/person/dayx _1509�-
`
cn-
Qmax = 675 gpd ,/ '
SEPTIC TANK
-
V Qmax/24hrs x 30 hrs
V 844 gallons
Use 1000 - Gallon Electric Lift Septic Tank by Front Range Precast Concrete or equivalent
ABSORPTION AREA
4
A = Qmax/1.2gpd/sf v
o
A = 675/1.2 _ 562.5 s.f. Amax _ 563 s.f. />,
__
uistridution NetworK i✓iacement-. = w -4j
1000 Gallon Three Compartment % 1-1/4—inch Diameter Lateral
Concrete Septic Tank 4 Perforated with 1/4—inch holes -
ci
with Electric Lift 10`, spaced at 30 inches. Carefully place -the coarse aggregate on the bed. The coarse aggregate shall consist of '3/4
_
950 Absoa'ptii Bed Mound Perimeter to 2-1/2 inch rock. Level the aggregate to a minimum depth - of 6 inches. Assemble 'the ^�i Q (N -
�� `� %_ ---- — 950 distribution network over the aggregate. The distribution network shall consist of four 31-feet
_1-1/2—inchW -
laterals 1-1/4—inch diameter (two on each side of a diameter center manifold).
t—t/2—inch Diameter %— _52 The inverts of the laterals shall be perforated with 1 4—inch holes s paced ever 30 inches.= -
Central Manifold—� P j P Y,z _
4—inch Diameter Building Sewers 52 r -For the nressure distrihfitinn netwnrk uap cchprl„Ip dit rive (AgTu n 79AC;N ARC (e4Zn,1 r~ :