HomeMy WebLinkAbout8th Street - 219723105001Work Classification: NewPermit
PO BOX 5263
EAGLE CO 81631-
PO BOX 5263
EAGLE CO 81631-
Address Owner Information
Permit Status: Active
Project Address
219723105001
Permit Type: OWTS Permit
Permit NO. OWTS-7-12-7756
Expires: 11/28/2012 Issue Date: 7/31/2012
Parcel No.
8TH STREET FULFORD, 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)328-0461
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)926-9088LKP Engineering, Inc
Contractor(s)Phone Primary ContractorLicense Number
BEAUMONT EXCAVATING Yes42-12
GREG AND JENNIFER ADAIR
Permitted Construction / Details:
Install as depicted on the LKP design dated May 16, 2012. System consists of a 2,000 gallon concrete
vault with high water alarm.
Call the engineer to conduct inspections and certify installation and functionality of alarm prior to
occupancy.
Issued by: Environmental Health Department, Eagle County, CO
August 01, 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
PO BOX 5263
EAGLE CO 81631-
PO BOX 5263
EAGLE CO 81631-
Address Owner Information
Permit Status: Active
Project Address
219723105001
Permit Type: OWTS Permit
Permit NO. OWTS-7-12-7756
Expires: 11/28/2012 Issue Date: 7/31/2012
Parcel No.
8TH STREET FULFORD, 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)328-0461
Cell:
Inspection
For Inspections call: (970) 328-8755
Inspections:
IVR
PhoneEngineer(s)
(970)926-9088LKP Engineering, Inc
Contractor(s)Phone Primary ContractorLicense Number
BEAUMONT EXCAVATING Yes42-12
GREG AND JENNIFER ADAIR
Permitted Construction / Details:
Install as depicted on the LKP design dated May 16, 2012. System consists of a 2,000 gallon concrete
vault with high water alarm.
Call the engineer to conduct inspections and certify installation and functionality of alarm prior to
occupancy.
Office Copy
August 01, 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 #,1)L07q5 -� l - �jg BUILDING PERMIT # fZG S - - 12 - 76.7
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $$00.00 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: 6relo ry By-4 ACatr _ Phone: (q7o� 32g-0411
Mailing Address: �P� Bo - 5XI.3 �Qg�. Gfl�SIL31 email ✓,-. cnn �t�r
qzb - It l l
Registered Professional Engineer: L11►&*- �tiaro VS -� Phone: crll 3t -
.0307
Applicant or Contact Person: rGg tr - Phone: c : AMS"- SIQt
Licensed Systems Contractor:
Company / DBA:
Mailing Address:
Permit Application is for: X New Installation
Location of Proposed Onsite Wastewater Treatment
Legal Description: /4 -W
License #
Phone:
email
Alteration Repair
iystem:
Tax Parcel Number: 21172_310500 1 Lot Size:
Assessor's Link: www.eaglecounty.us/patiel
Physical Address:
Building Type: >C Residential / Single Family
Residential / Multi Family
126,9 Aw.s-�,
Number of Bedrooms:
Number of Bedrooms:
Commercial / Industrial* Type of Use:
*These systems require design my a Registered Professional Engineer
Type of Water Supply: Private Well Spring Surface X Public
If Public Name of Supplier: _f6wr+ pf F014t 44
Applicant Signature:
i�
Office Use Only
Amount Paid: Receipt #: Check #:
Date: 011 Z
September 4, 2012
Mr. Greg Adair
P.O. Box 5263
Eagle, CO 81631
RE: Open Hole Observation
Lots 7-10, Block 33, Fulford Townsite
Town of Fulford
Eagle County, Colorado
Project No. 12012 - OWTS-7-12-7756
Dear Greg:
At your request, on August 31, 2012, we visited the construction site for the proposed
new cabin on Lots 7-10, Block 33, Fulford Townsite, Eight Street, Eagle County, Colorado. The
purpose of our site visit was to inspect the installation of the septic system for the proposed
Cabin.
They installed the system in overall compliance with the septic system design, Drawing
No. 12012Civil.DWG, dated July 23, 2012, and as shown on the attached as-built sketch. They
installed a 2000gallon, one-compartment concrete vault.
The building sewer line for was 4-inch diameter, SDR35 PVC.
One cleanout was constructed between the septic tank and the building, as shown on the
attached as-built sketch. The high water alarm system was not installed at the time of our site
visit. Also, we recommended that the void space where the building sewer line exits the concrete
foundation be sealed.
There is no other warranty either expressed or implied.
If you have any questions, please do not hesitate to call.
Sincerely,
LKP Engineering, Inc.
Luiza Petrovska, PE
Enclosure
J:\_WP X4-LKP\2012\12012osiVault.wpd
P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088
9/25/13
Eagle County Government Mail -Adair Cabin -Fulford OWTS-7-12-7756
w•.,a �.Gc�c�le
EAGLE WU
Adair Cabin -Fulford OWTS-7-12-7756
Luiza Petrovska <luiza@Ikpeng.com>
To: Terri Vroman <terri.vroman@eaglecounty.us>
Hi Terri,
Terri Vroman <terri.vroman@eaglecounty.us>
Tue, Sep 24, 2013 at 12:09 PM
Here are the sketch and the letter for the inspection of the septic vault in Fulford, OWTS-
7-12-7756. They will still need to give you a memo of the alarm system installation.
Sincerely,
Luiza Petrovska, PE
LAP Engineering, Inc.
Civil/Geotechnical
275 Main Street, C-104
P.O. Box2837
Edwards, CO 81632
Tel: 970-926-9088
Cell:970-390-0307
E-mail: lkpeng@centurytel.net
luiza@lkpeng.com
www.lkpengineering.com
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responsible for delivery of the message to such person), you may not copy,
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case, you should delete this message from your computer and kindly notify the
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9/25/13
2 attachments
Eagle County Government Mail -Adair Cabin -Fulford OW7S-7-12-7756
mn 12012osiVault.pdf
294K
mi 12012VaultOSl osi (1).pdf
83K
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Engineering, Inc.CIVIL/GEOTECHNICAL
SOIL AND FOUNDATION INVESTIGATION
FORA
PROPOSED RESIDENCE
LOTS 7-10, BLOCK 33, FULFORD TOWNSITE
TOWN OF FULFORD
EAGLE COUNTY, COLORADO
PREPARED FOR:
MR.GREG ADAIR
P.O. BOX 5263
EAGLE,CO 81632
TABLE OF CONTENTS
EXECUTIVE SUMMARY ..................................................... 2
SCOPE OF STUDY........................................................... 2
SITE DESCRIPTION ......................................................... 2
PROPOSED CONSTRUCTION................................................. 3
FIELD INVESTIGATION ..................................................... 3
SUBSURFACE SOIL AND GROUNDWATER CONDITION ......................... 3
FOUNDATION RECOMMENDATIONS ......................................... 4
SLAB CONSTRUCTION ...................................................... 4
RETAINING WALLS......................................................... 5
UNDERDRAIN SYSTEM ..................................................... 5
SITE GRADING AND DRAINAGE ............................................. 6
LAWN IRRIGATION......................................................... 6
LIMITATION ............................................................... 7
FIGURES
LOCATION SKETCH . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .DRAWING NO. 1
SUBSURFACE EXPLORATION LOGS. . . . . . . . . . . . . . . . . . . . . . . . . . . FIGURE NO’s 1-2
GRAIN-SIZE DISTRIBUTION. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . FIGURE NO. 3
PERIMETER DRAIN . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . FIGURE NO. 4
LKP Engineering, Inc.
EXECUTIVE SUMMARY
The proposed residence should be supported with
conventional type spread footings, designed for an allowable soil
bearing pressure of 1500 psf. They should construct the footings
on the undisturbed clayey, sandy gravel, below the topsoil. See
Foundation Recommendations.
SCOPE OF STUDY
This report presents the results of a subsurface Soil and Foundation Investigation for a
proposed residence to be constructed on Lots 7-10, Block 33, Fulford Townsite, Town of
Fulford, Eagle County, Colorado. The purpose of the subsurface soil and foundation
investigation was to determine the engineering characteristics of the foundation soil and to
provide recommendations for the foundation design, grading, and drainage.
SITE DESCRIPTION
At the time of our field investigation, the roads were not improved. Access to the site
was through New York Avenue, which is a dirt road. The other roads surrounding the site were
not cut in. The proposed building site has moderate topography. Vegetation on the lot consisted
of grass, willows and pine forest. Drainage is to the east and southeast. The site is vacant.
LKP Engineering, Inc.
3
PROPOSED CONSTRUCTION
We have assumed that the proposed residence will consist of a two-story, wood frame
construction, on a concrete foundation. We anticipate loads to be light, typical of residential
construction.
If the finalized plans differ significantly from the above understanding, they should
notify us to reevaluate the recommendations of this report.
FIELD INVESTIGATION
The field investigation conducted on May 1, 2012, consisted of excavating, logging and
sampling two test pits. Excavation of the test pits was done with a John Deere 35D, mini
trackhoe. The test pits’ locations are shown on Drawing No. 1. We show the soil profile of the
test pits on the Subsurface Exploration Logs, Figure No’s 1 and 2. Soil samples for laboratory
soil analysis and observation were taken at selected intervals.
SUBSURFACE SOIL AND GROUNDWATER CONDITION
The soil profiles encountered in the two test pits were uniform. Test Pit No.1 had three
feet of topsoil over five feet of dark to grayish brown, clayey, sandy gravel with occasional
cobbles and boulders. Test Pit No.2 also had three feet of topsoil over four feet of dark to
grayish brown, clayey, sandy gravel with occasional cobbles and boulders. Ground water was
encountered at three feet in Test Pit No. 2. There was no ground water in Test Pit No. 1 at the
time of our investigation
We sampled the soil in the test pits at random intervals. The soil samples were tested in
our laboratory for grain-size distribution and natural moisture content. The test results are shown
on Figure No. 3.
LKP Engineering, Inc.
4
FOUNDATION RECOMMENDATIONS
The proposed residence should be supported with conventional type spread footings,
designed for a maximum allowable soil bearing pressure of 1500 psf. The footings should be
constructed on the undisturbed, clayey, sandy gravel, below the topsoil layer and a minimum of
two feet above the seasonal high ground water table.
We recommend minimum width of 16 inches for the continuous footings and 2 feet for
the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to
span an unsupported length of at least 10 feet.
We recommend a minimum of 48 inches of backfill cover for frost protection of the
footing subsoils. The foundation excavation should be observed by the undersigned engineer to
verify that the soil conditions encountered during construction are as anticipated in this report.
The foundation excavation should be free from excavation spoils, fill, topsoil, frost, organics and
standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected
during the proof-rolling, should be removed by overexcavation. Any overexcavation within the
proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100%
of the maximum dry density and within 2 percent of the optimum moisture content as
determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed
under footings should be tested by the engineer or her representatives on regular basis.
SLAB CONSTRUCTION
The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly
loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be
proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots
and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable
material, compacted to a minimum of 95 percent of the maximum standard Proctor density
(ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments
greater than 3 inches.
LKP Engineering, Inc.
5
The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of
-3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the
No. 200 sieve.
They should reinforce the concrete slab-on-grade and score control joints according to
the American Concrete Institute requirements and per the recommendations of the designer to
reduce damage due to shrinkage. The concrete slab should be separated from the foundation
walls and columns with expansion joints to allow for independent movement without causing
damage.
RETAINING WALLS
Foundation walls retaining earth and retaining structures that are laterally supported
should be designed to resist an equivalent fluid density of 60 pcf for an “at-rest” condition.
Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an
equivalent fluid density of 40 pcf for the “active” case.
The above design recommendations assume drained backfill conditions and a horizontal
backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored
construction materials and equipment, inclined backfill and hydrostatic pressure due to
undrained backfill should be incorporated in the design. They should try to prevent the buildup
of hydrostatic pressure behind the retaining wall.
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil, we recommend
installation of a foundation perimeter drain (see Figure No. 4). The foundation perimeter drain
should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a
sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The
drain pipe should be covered with a minimum of 6 inches of -3/4-inch free-draining granular
material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel
LKP Engineering, Inc.
6
to prevent siltation and clogging of the drain. The backfill above the drain should be granular
material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure.
SITE GRADING AND DRAINAGE
Grading plan was not available for our review. The following recommendations are
general. Exterior backfill should be compacted at or near the optimum moisture content to at
least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas
and to at least 90% of the maximum standard Proctor density under landscaped areas. They
should use mechanical methods of compaction. Do not puddle the foundation excavation.
The site surrounding the building structure should slope away from the building in all
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.
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.
LKP Engineering, Inc.
This report has been prepared according to locally accepted Professional Geoteclmical
Engineering standards for similar methods of testing and soil conditions at this time.There is no
other warranty either expressed or implied.
The findings and recommendations of this report are based on field exploration,
laboratory testing of samples obtained at the specific locations shown on the Location Sketch,
Drawing No.1 and on assumptions stated in the report.Soil conditions at other locations may
vary,which may not become evident until the foundation excavation is completed. If soil or
water conditions seem different from those described in this report we should be contacted
immediately to reevaluate the recommendations of this report.
This report has been prepared for the exclusive use ofMr.Greg Adair,for the specific
application to the proposed residence on Lots 7-10,Block 33,Fulford Townsite,Town of
Fulford,Eagle County,Colorado.
Sincerely,\\1\\11111 II iii/III~.\\\n.R l:111/;~,\s')v c::Gl.n I""LKP ENGINEERING, INC.~:-;~•••.••••••o/'Art1?t l~.·~~ETROv.si;~~
~
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President ~""/~810N~·{£\\'\\'~
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P.O. Box 2837, Edwards, CO 81632, (970) 926-9088, www.lkpengineering.com
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L 0 TS 7-10, BLOCK 33
FULFORD SUBDI VISION
EAGLE COUNTY, COLORADO
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