HomeMy WebLinkAbout298 Red Rock Dr - 246510101001EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
Please call for final inspection before covering any portion of installed system.
U
PERMIT NO. 1542
OWNER: Carter Holmes PHONE: (619) 941-9779
MAILINGADDRESS: 1151 Wild Canary Lane —City: Encinitas —state: CA_ zip: 92024_
APPLICANT: Carter Holmes PHONE: (619) 941-9779
SYSTEMLOCATION: 0298 Red Rock Rd. , Basalt, CO TAX PARCEL NUMBER: 2449-1n1-01-001
LICENSED INSTALLER: Dreager Construction, 4,d4)t-e-av_=h&1AtVJ-b"SENO: 24�0(q7n) 927-34'11
G-4
DESIGN ENGINEER OF SYSTEM: IrY_)l 'Ca':,n
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1750 -GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED ---1 134— SQUARE FEET OF TRENCH BOTTOM. via 63 infiltrator units as per design.
SPECIAL REQUIREMENTS: -J-u-gl:all —as--4iE-r--xje-v-is J
driveway, and install a cleanout every 100' minimum. Divert surface irrigation practices
--iw-ay- from n'hqnrption area. M intnin pjeZnTnPfer to -allow -for --- gria-und water q1,-vnt_Jr)n,_
veri f i rq f- i n-n - Fnainppr rprtifirntirtn nppdpd fnr Tcn-
A
Lq
ENVIRONMENTAL HEALTH APPROVAL: DATE: —
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- 10C 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 CAUSE FOR 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: ---JJ34—, SQUARE FEET. via 63 infiltrators as per design.
INSTALLED SEPTIC TANK: 17 50 GALLON DEGREES FEET FROM
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY X YES NO
COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS: Engineer Lg-r1ifi-ca -12-
ENVIRONMENTAL HEALTH APPROVAL: DATIEA���.
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE-INSPECTWNT� NEGE;97ARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT/ AGENT: OWNER:
PERMIT FEE PERCOLATION TEST RECEIPT#
CHECK#
(Site Plan�MUST be attached)
ISDS Permit # I� -1'1
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 816319u
328-8755/927-3823 (El Jebel) ArN J 07�
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
APPLICANT/CONTACT PERSON; PHONE: (fie)N3-�77717
MAILING ADDRESS: _
LICENSED ISDS CONTRACTOR: eA
P1110NE : 70 ) -
COMPANY/DBA: sW7` ADDRESS: e,-
***************************************************************************
PERMIT APPLICATION IS FOR: () New Installation ( ) Alteration ( } Repair
***************************************************************************
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit #
(if known) PYF-T)
Legal Description: Subdivision: C-Filing:_Block• Lot No.
Tax Parcel Number: - - Lot Size.,
Street 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 re� uire esign by a Registered Professional Engineer
SIGNATURE: Vy
**********************
Date: (
0 --,95
**************************************************
TO BE COMPLETED BY THE COUNTY q
AMOUNT PAID: °j Or( RECEIPT #: / DATE: e� `J
CHECK #: 65-9 ` O CASHIER: ��
C.cmimunav Development Department
(970)328-8730
Fax: !970i 328- 155
TDD 97o 28-a7()7
EAGLE COUNTY, COLORADO
Date: April 26, 1996
TO: Dreager Excavating, LLC
FROM: Environmental Health Division
E"
500
Eal=dc. Colorado
RE: Issuance of Individual Sewage Disposal System Permit No. 1542-95.
Property Location: 0298 Red Rock Rd., Basalt, CO., Holmes residence.
Enclosed is your ISDS Permit No. 1542-95. 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
Scmueser, Gordon, Meyer; Dan Cokley R.P.E.
SCHMUESER GORDON MEYER, INC.
118 W. 6th St. Suite 200 P.O. Box 2155
Glenwood Springs, CO 81601 Aspen, CO 81612
(303) 945-1004 (303) 925.6727
TO l%y i
iLYTVIEn @[F lonnA HQ3101ULTUAI.
DATE JOB
L f 1- [
ATTENTION
1 5
RE:
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
a
❑ Shop drawings I Tints ❑ Plans
❑ Copy of letter ❑ Change order ❑
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
7, --
THESE ARE TRANSMITTED as checked below:
or approval ❑
❑ For your use ❑
❑ As requested ❑
a
❑ For review and comment ❑
❑ FORBIDS DUE
REMARKS
Approved as submitted
Approved as noted
Returned for corrections
19
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
RECYCLED PAPER:
Contents: 40% Pre -Consumer - 10% Post -Consumer
SIGN
Ce
ENGINEERS
SURVEYORS
"--SGM--
SCHMUESER
GORDON MEYER
118 West 6th, Suite 200
r-17JAI-14 --- 'asAL-y-roll
February 22, 1996
Eagle County Environmental Health
Attention: Missy
PO Box 179
Eagle CO 81631
Dear Missy:
This memo is a confirmation of our conversation this week regarding the Holmes residence
ISDS located in Red Rock Ranch, Eagle County, Colorado. As we discussed, the pipe to be
hung inside of the infiltrator units shall be 4" PVC ASTM 2729 perforated pipe.
Sincerely,
SCHMILIESER GORDR, INC.
Dan Cokley
DC:st\95141A
cc: Carter Holmes
==
August 9, 1996
ENGINEERS
SG
SURVEYORS
SCHMUESER
GORDON MEYER
Mr. Ray Merry
Eagle County Environmental Health
P.O. Box 179
Eagle, CO 81631
RE: Carter Holmes - ISDS
Dear Ray:
i West 6th, Suite 200
•!#�i�1�f) i •f
The purpose of this letter is to provide you with the final inspection report for the Carter
Holmes ISDS located in Lot 1 of Red Rock Ranch, Eagle County, Colorado. This system was
installed during the months of May and June of this year, at which time I made several site
visits during the progress of the work.
The system was installed as per the approved SGM plans of February 16, 1996. The sewage
exits the house on the west half of the building and proceeds down the t--skie of the
driveway to the field as located on the plans. Both the septic tank and t dosing tank�uere
installed as per the plans. A 4" gravity line was installed to the field where it was teed off
into a 4" header pipe. From the 4" header pipe, 2" PVC pipe was hung through the infiltrator
units. The 2" PVC was drilled with A" holes at 30" on center located to spray to the top of
the infiltrator unit. Weep holes were provided at each end of the line.
At the time of my last visit, there were no surface irrigation practices occurring on the
property. It is noted here that no surface irrigation shall occur near the absorption area. In
addition, the piezometer needs to be maintained to allow for groundwater measurement.
This letter certifies that the Holmes ISDS was installed as per the plans and specifications
prepared by SGM as well as the ISDS permit issued by Eagle County. Please call should you
have any questions or comments regarding this matter.
Sincerely,
SCHMUESER GORDON MEYER, INC.
Dan Cokley, P.E.
DC:lc/95141 A
cc: Carter Holmes
Glenn Meehan, Dreager Excavating
Community Development Department
(970)328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
August 13, 1996
Carter Holmes
1151 Wild Canary Lane
Encinitas, CA 92024
RE: Final of ISDS Permit No. 1542-95 Parcel #2465-101-01-001.
Property location: 0298 Red Rock Rd., Basalt, CO.
Dear Mr. Holmes:
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
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 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Information Brochure
Final ISDS Permit
cc: files
DEC 06 '95 12:03 PM
Page I
FROM: CARTER HOLMES
1151 WILD CANARY LN
OLIVENHAIN, CA 92024
# PAGES:— -including this cover page
DATE: 12,
If You have any trouble receiving or reading this transmission please call
immediately and we will send you another copy of the page that you need.
7 7*- 570/,(,5
7;7r
��� you � y�y� �f, �� /.� �"�a
DEC 06 "95 12:04 PM
P a 9 1!
HEPWORTH-PAWLAK GEOTrc,t)NICAL, iNC.
November 20, 1 q95
-502014aad 154
Glenwoue Spring', co SnA31
P,1 ti 97U 945-84 ;4
Phunc 970 845-7988
Carter Holmes
1151 Wild Canary Lane
Encinitas, California 92024 Job No. 195 505
Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed
Residence, Lot #1, Red Rock Ranch Subdivision, Near Hooks Lane,
Eagle County, Colorado.
Dear Mr. Holmes:
As requested, Hepworth-Pawlak Geotcehnical, Inc. performed a subsoil study and
percolation testing for foundation and septic disposal designs at the subject site. The
subsoil study was conducted in accordance with our agreement for geotectillical
engineering services to you dated October 30, 1995. The percolation test was verbally
requested by you on November 13, 1995. The data obtained and our recommendations
based on the proposed construction and subsurface conditions encountered are presented
in this report.
Proposed Construction: The proposed residence will be a two story wood frame
structure over a basement level located within the building envelope shown on Fig. 1.
Basement and garage floors will be slab -on -grade. Cut depths are expected to range
between about 8 to 10 feet, Foundation loadings for this type of construction are
assumed to be relatively light.
If building conditions or foundation loadings are significantly different from those
described above, we should be, notified to reevaluate the recommendations presented in
this report.
Site Conditions: The lot is located on a relatively flat alluvial terrace previously used
to grow field grass. A steep slope down to the northeast along the north side of the lot
separates the alluvial terrace from a lower bench There is approximately 12 feet of
elevation differencebetweenthe terraces. The lot is vegetated with grass and wads,
Numerous cobbles and small boulders are exposed on the ground surrace. Abandoned
irrigation ditches cross the lot.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating one exploratory pit in the building envelope and one profile pit in the septic
disposal area at the approximate locations shown on Fig. 1. The logs of the pits are
presented on Fig. 2. The subsoils encountered, below about 1/2 foot of topsoil, consist
of silty��n-oy--gravel with cobbles and bouldersppto 3 fget in sirs- Results of a
gradation analysis performed on a sample of sandy gravel (minus 5-inch fraction)
obtained from the site, are presented on Fig. 4. No free water was observed in the pits
at the time of excavation and the soils were slightly moist to moist. Slatted PVC pipe
was placed in each pit so that potential groundwater development during the spring or
summer irrigation can be monitored.
[a
DEC 08 '95 12:04 PM Page
Carter Holmes
November 20, 1995
Page 2
Foundation Recommendations: Considering the, subsoil conditions encountered in the
exploratory pits and the nature of the proposed construction, we recommend spread
footings placed on the undisturbed natural gravel soil designed for an allowable soil
bearing pressure of 3,000 psf for support of the proposed residence. Footings should be
a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and
disturbed soils encountered at the foundation bearing level within the excavation should
be removed and the footing bearing level extended down to the undisturbed natural soils
or the loosened soils moistened and compacted. The bearing surface may be fine
graded with compacted on -site sand and gravel. Concrete should not be placed on
frozen ground, Exterior footings should be provided with adequate cover above their
bearing elevations for frost protection, Placement of footings at least 36 inches below
the exterior grade is typically used in this area. Continuous foundation walls should be
reinforced top and bottom to span local anomalies such as by assuming an unsupported
length of at least 10feet. Foundation walls acting as retaining structures should be
designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at
least 45 pcf for the on -site soil as backfill, exclusive of topsoil and rocks larger than
about 8 inches.
Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support
lightly to moderately loaded slab -on -grade construction. To reduce the effects of some
differential movement, floor slabs should be separated from all bearing walls and
columns with expansion joints which allow unrestrained vertical movement. Floor slab
control joints should be used to reduce damage due to shrinkage cracking. The
requirements for joint spacing and slab reinforcement should be established by the
designer based on experience and the intended slab use. A minimum 4-inch layer of
free -draining gravel should be placed beneath basement level slabs to facilitate. drainage.
This material should consist of minus 2-inch aggregate with less than .50% passing the
No. 4 sieve and less than 2 % passing the No. 200 sieve. The underslab gravel should
be connected to the underdrain system,
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required -fill
can consist of the tan -site soils devoid of vegetation, topsoil and oversized rock.
Under rain System. Although free water was not encountered during
ng, our exploration,
it has been our experience in area that the groundwater level can rise due to nearby
irritation and tc cal etched oundwater Gran de el _du_ring_tJmes of heavy
precipitation or seasonal runoff. Frozen ground during spri4-r-unoffca-�nTr6ate a
H-PGEOTECH
DEC 08 '95 12:05 PM Page
Carter Holmes
November 20, 1995
Page 3
Perched condition. We recommend below grade construction, such as basement areas,
be protected from wetting and hydrostatic pressure buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free -draining granular material. The drain
should be placed at each level of excavation and at least I foot below lowest adjacent
finish grade and sloped at a infilimum I % to a suitable gravity outlet. Free -draining
granular material used in the underdrain system should contain less than 2% passing the
No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of
2 inches. The drain gravel backfill should be at least 1 1/2 feet deep.
Surface Drainage: The following drainage precautions should be observed during
construction and maintained at all times after the, residence has been cornpleteA:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95 % of the maximum standard Proctor density in
pavement and slab areas and to at least 90 % of the maximum standard
Proctor density in landscape areas, Free -draining wall backfill should be
capped with about 2 feet of the on -site, finer graded soils to reduce
surface water infiltration.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in pavement
and walkway areas.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
Percolation Testing: The results of percolation tests conducted at the site are. presented
in Table 1. The test locations are shown on Fig. 1 and the log of the profile pit is
shown on Fig. 2. The percolation rates varied between 7 and 20 minutes per inch with
an average rate of about 12 minutes per inch. Based on our experience, we expect a
conventional infiltration disposal system will be feasible at this site. The slotted PVC
casing should be monitored for free water development.
0-
H-P GEOTECH
H
DEC 08 '95 12;06 PM
Poge
Carter Holmes
November 20, 1995
Page 4
Limitations: This report has been prepared in accordance with generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
other warranty either expressed or implied. The conclusions and recommendations
submitted in this report are based upon the data obtained from the exploratory pits
excavated at the locations indicated on Fig, 1, the proposed type of construction and our
experience in the area. Our findings include interpolation and extrapolation of the
subsurface conditions identified at the exploratory pits and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we
should be notified at once so re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes,
We are not responsible for technical interpretations by others of Our information. As
the project evolves, we should provide continued consultation aM field services during
C
construction to review and monitor the implementation of our re o . mendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We recommend on -site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the soil engineer.
If you have any questions or if we may be of further assistance, please call our office.
Sincerely,
HNICAL, INC.
=a
Steven L. Pawlak, P.E.
JZA/kmk
Attachments
H-P GEOTECH
0
DEC 09 '95 12:06 PM pcgE?
DEC 08 '95 12:07 PM Pa3e
D
DEC 09 195 12:07 PM
Page a
brown.TOPSOIL; organic silty sand, slightly clayey, slightly moist to moist, dark
1-- GRAVEL AND COBBLES P'
sandy,Pr d
scattered boulders
dense • �/ #`
a yellowish.
brown. Subrounded to rounded river rock -
Disturbed Bulk Sample.
Indicates slotted PVC pipe installed in Pit to depth shown.
NOTES.,
1- Exploratory Pits were excavated on November 3,1995 with a John Deere 4102
2. Locations of exploratory pits wore measured
approximately -
features shown on the site plan provided.
3. Elevations Of exploratory Pits wore obtained by ifterpolauon between contoums
on the site plan provided.
4. The exploratory pit locations and elevations should be considered accurate
only to the degree implied by the t • used.
5. The lines between materials shown on the exploratory Pit logs represent the
approximate boundaries between material types and transitions may be
6. Nofree water wasencountered the pits at the time of
Fluctuations occur
t;.
7. Laboratory Testing
+4=Percent retained on •
. 4 sieve
passing No. 200
=Mmgamammi Legends
K # Notes
_ •
0EC 08 '95 12: 0 9 Pro
Page 9
0
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ffi
FMeTeR ANALYSIS
24 1 fut, I mn. I W JfEAUWQ:i
41 MIN ts kklm40 MIM tq MIN, 4 MIN I MIN. *71ml
U.S: V AMJWIlf)�SLMZ�
'im 1%" *40 *10 is -4
CLEAll L;(JUAHC- UVf!NING�
%1 r I- or, A"
EMS=
tftm
ra
"Now
MRS.=,.
DIAMETER Or- PAWK-,Le IN MILLINIFTERS
SIANO I WIAVC-L
CLAY TO 310 FlNe MEI)IUM iCOA115E [_ _fINE I CCIAllfr
GnAVEL 69 SAND �8 % SILT AND ct-Ay 3 %
LIOU10 LIMIT PLASTICITY IHOZ:,X
SAMPLE OV Sandy Gravel with cobbles FROM Pit 1 q 5 to 7 Feet
m
M.P."
*Wm
IWO
mm�w'
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY 70 GIL'r SAND WAVE
PINE I MEDIUM t,pAMae
GSAVEI- SAND % SILT AND CLAY
LIQUID LIMIT % PLASTICITY INDEX %
SAMPILFE OF FROM
GRADATION TEST RESULTS
I
DEC 08 195 12:08 PM
Pugs 10
HOLE NO. HOLE DEPTH
LENGTH OF
WATER DEPTH
WATER DEPTH
DROP IN
AVERAGE
(INCHES)
INTERVAL
AT START OF
AT END OF
WATER
PERCOLATION
{MIN)
INTERVAL
INTERVAL
LEVEL
RATE
(INCHES)
(INCITES)
(INCHES)
(MIN./INCH)
P-1 50 1/2
5
7 112
6
1 112
refill
71/2
6112
1
refill
7 1 /2
7
112
refill
7 1 /2
7
112
refill
7 112
7
112
14
P-2 551/2
5
6112
6114
114
refill
6 1 /2
6 114
114
refill
6 112
6 114
114
refill
61112
6114
114
20
P_3 53 114
5
7 114
4 3/4
2 112
refill
7 1 /4
5 1 /2
1 3/4
refill
7 114
6
1 114
refill
7 1 /4
6 112
3/4
refill
7 114
6 1 /2
314
refill
7 114
6 1 /2
314
7
Notes: Percolation test boles were hand dug and
soaked by others. Percolation tests were conducted on
November 13, 1955.
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