HomeMy WebLinkAbout425 County Rd - 210505119004 - OWTS-6-12-7627Work Classification: NewPermit
CO
871 PO BOX
EDWARDS CO 81632-
Address Owner Information
Permit Status: Active
Project Address
210505119004
Permit Type: OWTS Permit
Permit NO. OWTS-6-12-7627
Expires: 10/25/2012 Issue Date: 6/27/2012
Parcel No.
000425 COUNTY RD EDWARDS AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)471-5656
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)471-2121BROCK CONSULTING, LLC
Contractor(s)Phone Primary ContractorLicense Number
BROCK CONSULTING LLC (970)328-2123 Yes35-12
MICHAEL EATON
Permitted Construction / Details:
Install as depicted on the engineer design as revised and stamped June 26, 2012. System consists of a
1,250 gallon concrete septic tank and 750 square feet of absorption area credit via 37 Infiltrator Q4
chambers installed in 3 serially connected shallow trenches. Protect the sewer line under the driveway
from frost and damage due to traffic. System is designed for 4 bedrooms. Engineer certification of the
installation is required prior to occupancy of the dwelling or use of the system.
Issued by: Environmental Health Department, Eagle County, CO
August 22, 2012
Date
Customer Copy
Ray Merry
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: NewPermit
CO
871 PO BOX
EDWARDS CO 81632-
Address Owner Information
Permit Status: Active
Project Address
210505119004
Permit Type: OWTS Permit
Permit NO. OWTS-6-12-7627
Expires: 10/25/2012 Issue Date: 6/27/2012
Parcel No.
000425 COUNTY RD EDWARDS AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)471-5656
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)471-2121BROCK CONSULTING, LLC
Contractor(s)Phone Primary ContractorLicense Number
BROCK CONSULTING LLC (970)328-2123 Yes35-12
MICHAEL EATON
Permitted Construction / Details:
Install as depicted on the engineer design as revised and stamped June 26, 2012. System consists of a
1,250 gallon concrete septic tank and 750 square feet of absorption area credit via 37 Infiltrator Q4
chambers installed in 3 serially connected shallow trenches. Protect the sewer line under the driveway
from frost and damage due to traffic. System is designed for 4 bedrooms. Engineer certification of the
installation is required prior to occupancy of the dwelling or use of the system.
Office Copy
August 22, 2012
Issued by: Environmental Health Department, Eagle County, CO Date
Ray Merry
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: NewPermit
CO
871 PO BOX
EDWARDS CO 81632-
Address Owner Information
Permit Status: Active
Project Address
210505119004
Permit Type: OWTS Permit
Permit NO. OWTS-6-12-7627
Expires: 10/25/2012 Issue Date: 6/27/2012
Parcel No.
000227 COUNTY RD EDWARDS AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)471-5656
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)471-2121BROCK CONSULTING, LLC
Contractor(s)Phone Primary ContractorLicense Number
BROCK CONSULTING LLC (970)328-2123 Yes35-12
MICHAEL EATON
Permitted Construction / Details:
Install as depicted on the engineer design as revised and stamped June 26, 2012. System consists of a
1,250 gallon concrete septic tank and 750 square feet of absorption area credit via 37 Infiltrator Q4
chambers installed in 3 serially connected shallow trenches. Protect the sewer line under the driveway
from frost and damage due to traffic. System is designed for 4 bedrooms. Engineer certification of the
installation is required prior to occupancy of the dwelling or use of the system.
Issued by: Environmental Health Department, Eagle County, CO
July 31, 2012
Date
Customer Copy
Ray Merry
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Work Classification: NewPermit
CO
871 PO BOX
EDWARDS CO 81632-
Address Owner Information
Permit Status: Active
Project Address
210505119004
Permit Type: OWTS Permit
Permit NO. OWTS-6-12-7627
Expires: 10/25/2012 Issue Date: 6/27/2012
Parcel No.
000227 COUNTY RD EDWARDS AREA, CO
Private Wastewater
System
Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
Phone: (970)471-5656
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)471-2121BROCK CONSULTING, LLC
Contractor(s)Phone Primary ContractorLicense Number
BROCK CONSULTING LLC (970)328-2123 Yes35-12
MICHAEL EATON
Permitted Construction / Details:
Install as depicted on the engineer design as revised and stamped June 26, 2012. System consists of a
1,250 gallon concrete septic tank and 750 square feet of absorption area credit via 37 Infiltrator Q4
chambers installed in 3 serially connected shallow trenches. Protect the sewer line under the driveway
from frost and damage due to traffic. System is designed for 4 bedrooms. Engineer certification of the
installation is required prior to occupancy of the dwelling or use of the system.
Office Copy
July 31, 2012
Issued by: Environmental Health Department, Eagle County, CO Date
Ray Merry
CONDITIONS:
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED
3. 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
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecountv.us
EAGLE COUNTY
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
OWTS PERMIT # D S- —1 a — a!&c;72 BUILDING PERMIT #
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEESCHEDULE
APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE $400.00
This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final
Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or
consultation is needed. The re -inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: PI&,e ! Phone: 0 — /7L -f6 5'6
Mailing Address: 0. U ox $ V Edmaew hem it ar'�7 o,p- �J a� �' Aje+
Registered Professional Engineer: I,. P,, Phone: !4 � f 4
Applicant or Contact Person: uav-� Phone:
Licensed Systems Contractor: License #
Company / DBA: 6 tqk i�E"J7" Phone:
Mailing Address: email 6"JI 1 144 P C tjl n W,W4,
it
Permit Application is for: Q<New Installation Alteration Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description:
Tax Parcel Number: 4�t j� 5 �% �< < �� Lot Size: 44 Cam' _
Assessor's Link: www.eagIecoun!y.us/Patje1
Physical Address: V !?- l C.(}
Building Type: Q�._ Residential / Singfe Family Number of Bedrooms:
Residential / Multi Fancily Number of Bedrooms:
Commercial / Industrial* Type of Use:
*These systems require design my a Registered Professional Engineer
/
Type of Water Supply: l xrivate Well Spring Surface Public
If Public Name of Supplier:
Applicant Signature: >
Office Use Only 01D
Amount Paid: VOO — Receipt #: Check #: 10;29 Date: _
BROCK CONSULTING, LLC
Professional Services
June 19, 2012
EATON RANCH, EDWARDS, COLORADO
425 County Road, Edwards, CO 81632
PN 2105 05119004. Parcel B
DESIGN CALCULATIONS FOR ABSORPTION TRENCH SYSTEM
a REFERENCES s
PLC
P.O. BOX 3644
Eagle, CO 81631
Cell 970-471-2121
Fax 970-328-0875
Individual Sewage Disposal Systems, Colo. Dept. of Health, Amended 9/15/2004
Eagle County Regulations for Individual Sewage Disposal Systems (ISDS)
Infiltrator Chamber Systems Septic Design and Installation, Current Edition
Because of the site conditions and gentle slope, a Chamber Trench System is recommended for
this site. Please note that the proposed building plans are for a 2 bedroom single family
residence. This design is over -sized for future expansion and permitting without compromising
the site!
DESIGN FLOWS
Number of bedrooms = 4, Maximum daily Flow (Qmax) — 1.5 X Ave. daily flow
Qave = 4 bdrms x 2 persons/bdrm x 75 gallons/person/day = 600 gpd
Qmax = 600 X 150° o — 900 gpd
SEPTIC TANK
Volume = Qmax/24hrs x 30hrs Detention
V = 1,125 gallons
Use 1,250 Gallon (2 compartment) Copeland Concrete, Inc. or equivalent. First compartment
625 gal, second compartment 625 gallons.
ABSORPTION AREA _ Sa►41 Warr ? aef-ft o�jS4rvie as
Design percolation rate was calculated to be T = 10 MPI (minutes per inch) 5 rm �c z,t 51 � ✓� Q "e' 1 ys &
Based on Percolation rate of 10, and Course to Fine Sand, a Long Term Acceptance Ra`e1t�y�t��F,l,
(LTAR) of 1.2 GAL/Day/sf is shown in the table (CDPHE. pg 34) as acceptable. �����P�p RE/STf•�,,�.
A - Qmax/1.2gpd/sf o�.••'�"$''•. F�
A — 900 '1.2 = 750 sf �`�
P.O, Box 3644, Lagle, Colorado 81631 Phone (970) 328-0876 Fax,. (910) 328-0875
ED 2007 BrockConsulting@centuryte[.net
As a double check,
Using Eagle County Table 5; Absorption Area = 165 SF/bedroom or 660 SF,
For conservancy, this design to use 750 SF.
INFILTRATOR CHAMBER SYSTEM IN SERIAL TRENCH DISTRIBUTION
State Reduction for Trenches in Chamber System is 50%
Square Feet per chamber is 10.0 (Quick 4) 30"x48"
Final Absorption Area Required = 750 (0.50) = 375 sf
Number of Chambers - Req'd Area/10.0 sf/chamber = 375/10 = 37 Chambers*
* Meets Manufacturer Minimum Recommendations
Given site conditions, Use 3 Rows, with one row of approx. 15, one row of 12 and final row of
10 Chambers each.
Product to be Infiltrator Systems, Inc. "Quick 4" Chambers
INSTALLATION
Install all components to the required setbacks required by regulations. No over excavation
allowed for septic tank. Install septic tank level. Install the delivery pipe from the residence to
the septic tank and septic tank to absorption trench. All pipe to be minimum 20,b slope,
Schedule 40 PVC (ASTM D 2665). Install chambers level. Connect relief pipe from trench to
trench per plans. Backfill and compact the pipe trench, septic tank, and chambers to
manufacturer specifications. Cover inspection lids with ts4n4umu.8-inches of soil. All covers
shall be child proof (100 lb. Min.).
NOTES:
1. All installations shall meet the rules and regulations of the Eagle County Enviro> rental
Health Division, Chapter 4, Individual Sewage Disposal Systems.
2. The building sewer line from the house to the septic tank shall have a maximum slope of
%4 inch per foot. Bends in the building sewer shall be limited to 45 degrees.
3. The septic tank shall be installed level. The tank shall have removable covers or
manholes to within 8 inches of the finished grade, for inspection and cleaning.
2 /Strip all topsoil in absorption bed area.
5. Install sandy native Limestone soil in absorption area to maintain minimum 4 feet
separation to highest bedrock outcropping.
6. Fxcavate three (3) feet wide trenches where possible. The horizontal distance from
sidewall to sidewall between the trenches shall be a minimum of six (6) feet.
7. The bottom and the sidewalls of the trenches shall be raked to eliminate smearin
8. Assemble and install the Infiltrator Chambers in the trenches accordingto �� r
manufacturer's recommendations.•t ••�'•�`r�F�''%
9. Backfill the sidewall area with native on -site (sandy) soil for proper sup.
10. Backfill the trenches with a minimum of 12 inches of tamped soil cove& Q5'!
11. Avoid vehicle traffic over the system. ,
11.0 Box 3644, La*, Colorado 81631 Phone (970) 328-0876 fax: (970) 328-0875 �O�F•��� •w •w` ,
2007 BrockConsulting@centurytel.net
12. The Septic System Installation shall be inspected by the Design Engineer prior to
backfill.
MINIMUM DIMENSIONS TO FACILITIES
ACTUAL (MIN. REQUIRED)
SEPTIC TANK TO BUILDING N'h� b ?
100 FT
(5 FT)
SEPTIC TANK TO WATER LINE
100 FT
(10 FT)
SEPTIC TANK TO ABSORPTION TRENCHES
15 FT
(10 FT)
SEPTIC TANK TO WELL
220 FT
(50 FT)
ABSORPTION TRENCHES TO BUILDING
115 FT
(20 FT)
ABSORPTION TRENCHLS TO WATER LINE
115 FT
(25 Fl-)
ABSORPTION TRENCHES TO IRRIGATION DITCH
75 FT
(50 FT)
ABSORPTION TRENCHES TO WELL
240 FT
(100 FT)
BUILDING SEWER TO WATER LINE
50 FT
(10 FT)
P.O. Box 364}, Eagle, Colorado 81631 Phone (970) 328-0876 Fax: (970) 328-0875
�- 2007 BrockConsulting c centurytel.net
1250 Gal. Two Compartment
Septic Tank
• Monolithic tank meets
ASTM-C-1227 Spec.
for water and waste-
water structures. PLAN
• Butyl rubber seal-
ant meets Fed. Spec.
SS-S-210A. (Provided
with tank)
• All plumbing shown in lnle
diagram is 4" SQR 35.
(Provided with tank)
Concrete or heavy duty
t polyethylene riser system
SE{ -
Note: N. T. S.
4' Push Seal
Gasket typical
Ft
m
s"
120'
51.1011
I
52"
__' -
Part #
Capacities
(gallons)
A B
Approximate Weights
Tank
Lid
Baffle Wall
Total
PCA-000-254
835
555
8,430 Ibs
3,370 !bs
910 Ibs
12,110 fbs
Watertight
Front Range Precast Concrete, Inc.
5439 N. Foothills Highway, Boulder, Colorado 80302
'-
Phone (303) 442-3207 • (800) 783-3207 • Fax (303) 442-3209
www.flxx.com
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INFILTRATOR SYSTEMS, INC:
PLACEMENT OF FILL MATERIAL WITHIN ZONE OF TREATMENT
MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER
r r • "� ..�. TOPSOIL, t• y` �.,
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M CHAMBER 6"-11"
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24"-36"
0, f ZONE OF TREATMENT
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COVER
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SUITABLE SOIL ' / LIMITING ZONE / 4'
— / ff/ f ,ff - '•<.z f f f f // fff /f 1
-D ZONE OF DISPOSAL
PERMEABLE SOIL OR 4' MIN.
FRACTURED ROCK SUBSTRATA
Infiltrator PLACEMENT OF FILL
S S#ems InC. MATERIAL WITHIN THE
Y ZONE OF TREATMENT
Scale NOT TO SCALE Checked DFH
Date 11118/2004 ACAD NO. N4-He T-X FZT.Dwc
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6/26/12 Eagle County Government Mail - Eaton OWTS 6-12-7627 0425 County Road, Edwards
I
�..+�.GCXJSe Terri Vroman <terri.vroman@eaglecounty.us>
EAGLE COUWYM9
Eaton OWTS 6-12-7627 0425 County Road, Edwards
Ray Merry <ray.merry@eaglecounty.us> Tue, Jun 26, 2012 at 8:34 AM
To: brockconsulting@centurytel.net
Cc: #environment <environment@eaglecounty.us>
Vern,
I've reviewed the design for the aforementioned system and it looks pretty straight -forward. I'd like to see the raw
data for the percolation test and whether soil profile indicated horizons at particular depths. The LTAR of 1.2gal /
sq. ft./ day is appropriate for course sands and matches the percolation rate but I'd like to see if any more
restrictive or slower percolating soils are present beneath the soil treatment area, especially assuming that
biomat would be formed slowing the movement of wastewater through the soil horizons. Was a sieve analysis
performed? I'm wondering if there is more fine material than meets the eye present. Other comments are as
follows:
On the second page of the report, the paragraph that discusses installation indicates a 8" minimum soil cover
over the tank lids and that should actually read "maximum". This is rectified later in the design.
Notes 4 & 5 seem to not apply to this installation and can be removed.
I noticed that sewer line will be beneath the driveway and that the tank is quite a ways away. This means that
solids and liquids have a pretty long distance to travel. What do you think about using heavy pipe (schedule 80)
or sleeving the pipe and installing a cleanout just beyond the driveway? You may want to insulate this as well.
Infiltrator's shop drawing regarding placement of fill within the zone of treatment (page 6 of the report) seems to fit
with Note #5 but doesn't seem applicable to this site. Am I missing something?
I understand that you are installing this yourself so there shouldn't be any mis-communication between the
engineer and the installer. I'm just trying to make sure the record is as clean as we can get it. Anything you can
send electronically is greatly appreciated.
Thanks!
Raymond P. Merry, REHS
Director of Environmental Health
PO Box 179
Eagle, CO 81631
970.328.8757
ray. merry@eaglecounty. us
AThanks for not printing electronic media
https://mail.google.com/mail/?ui=2&ik=30478a9c52&view=pt&search=inbox&th=13829372900bd398 1 /1
BROCK CONSULTING, LLc
Professional Services
September 28, 2012
VIA Hand Delivery
Eagle County Building Department
P.O. Box 850
Eagle, CO 81631
876 Mesa Drive
P.O.B. 3644
Eagle, CO 81631
Direct 970-471-2121
Fax 970-328-0875
brockconsulting Ocenturytel. net
Reference: Engineering Certification Letter for Eaton Residence
Permit # OWTS 6-12-7627
Edwards, Colorado
Dear Department of Environmental Health:
Please accept this certification letter, as -built drawing and pictures as certification of the
OWTS serving the subject Eaton Residence at 425 County Road, Edwards, Colorado in
Eagle County, Colorado has been installed as reflected on the As Built Drawing,
attached, and constructed per Eagle County Septic Regulations by licensed septic
installer Vern L. Brock (license #35-12) and general contractor/owner Mike Eaton.
The primary deviations from the original plan are:
• The septic exited the building on the west side and the distance to the tank was
reduced due to internal plumbing and solids transfer.
• The tank was increased to 1500 gal (concrete Copeland tank as original) per
owner for future expansion.
If you have any concerns with this submittal, please call me.
incerely,
Vern L. Brock, P.E.
Brock Consulting, LLC
cc: Mike Eaton
Attachments: AS -BUILT DRAWING, 9/28/12
Pictures
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ACTUAL DIMENSIONS TO FACILITIES
SEPTIC TANK TO BUILDING
SEPTIC TANK TO WATER LINE
SEPTIC TANK TO ABSORPTION TRENCHES
SEPTIC TANK TO WELL
ABSORPTION TRENCHES TO BUILDING
ABSORPTION TRENCHES TO WATER LINE
ABSORPTION TRENCHES TO IRRIGATION DITCH
ABSORPTION TRENCHES TO WELL
BUILDING SEWER TO WATER LINE
Measured September 28, 2012
Eaton Septic System
Page 1 of I
BCLLC
ACTUAL (MIN. REQ'D)
12
FT
(5 FT)
23
FT
(10 FT)
85
FT
(10 FT)
94
FT
(50 FT)
85
FT
(20 FT)
125 FT
(25 FT)
75
FT
(50 FT)
175 FT
(100 FT)
10
FT
(10 FT)
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MIKE EATON OWTS # 6-12-7627 PICTURES
DATE VARIES
