HomeMy WebLinkAbout1067 Shelby St - 211111214004INDIVIDUAL SEWAGE DISPQSAL SYSTEM PERMIT
EAGLE 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. 1423
Please call for final inspection before covering any portion of installed system. PERMIT NO.
OWNER:_ Ewing; truckin
MAILING ADDRESS: P.O. BOX 941 PHONE: 845-7063
APPLICANT: Bill Ewing
city: on state: CO zip: 81620
PHONE: 845-7063
SYSTEM LOCATION: 1240 Cooley Mesa RD
TAX PARCEL NUMBER: 2111-112-QQ-03 7
LICENSED INSTALLER: Bill Ewing
LICENSE NO: 18-94
DESIGN ENGINEER OF SYSTEM: Jim Kunkel at Johnson and Kunkel
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING
1500 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 814 SQUARE22 infiltrator units
FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install 2 trenches of 11 infiltratos in each trench. Have the
the final inspection. Install clean out between facili
portals at the end of each -ems all as
per des
ENVIRONMENTAL HEALTH APPROVAL:
CONDITIONS:
ineer do
and tank, and install inspection
otherwise.
_ DATE: l/
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 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: 1022 SQUARE FEET.
INSTALLED SEPTIC TANK: 1500 GALLON DEGREES
FEET FROM SPP AC hiiil+
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 I$ CORRECTED.
COMMENTS:
ENVIRONMENTAL HEALTH
ENVIRONMENTAL HEALTH APP
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
'PLICANT / AGENT:
OWNER:
'RMIT FEE PERCOLATION TEST FEE
RECEIPT # CHECK #
DATE: V
DATE:
1 ;I�'°°%mplete Applications Will NOT Be Accepted
(` i� Plan. MUST be attached)
ISDS Permit # /7 Z� �C
Building Permit #(07216
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (Basalt)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER:
MAILING ADDRESS:
APPLICANT/CONTACT PERSON: PHONE:Uc
LICENSED SYSTEMS CONTRACTOR: - ,,r/== PHONE:
COMPANY/DBA: ADDRESS:
PERMIT APPLICATION IS FOR: K NEW INSTALLATION ( ) ALTERATION () REPAIR
LOCATION OF PROPOSED INDIVIDUAL.SEWAGE DISPOSAL SYSTEM:
Legal Description:
Tax Parcel Number: .-;2/// //=C,l' Lot Size: °
Physical Address:'
BUILDING TYPE: (Check applicable category)
( ) Residential/Single Family
( ) Residential/Multi-Family*
(� Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
Number of Bedrooms 4:15)
Number of Bedrooms —C-
Type
*These systems require design by a Registered Professional Engineer.
SIGNATURE �\� /G%i _/_ '� Date:
AMOUNT PAID: �`' - Q(� RECEIPT #: DATE:l
CHECK #: CASHIER:
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
December 16, 1994
Ewing Trucking
P.O. Box 941
Avon, CO 81620
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX: (303) 328-7185
RE: Final of ISDS Permit No. 1423-94 Parcel # 2111-112-00-037
Property located at: 1240 Cooley Mesa Road, Gypsum.
Dear Ewing Trucking,
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,
r
h
Jeff Fedr' zi
Environmental Health Specialist
ENCL: Information Brochure
Final ISDS Permit
enclosures
Johnson, Kunkel & Associates, Inc.
CIVIL ENGINEERING • LAND PLANNING • SURVEYING • MAPPING
December 15, 1994
Ray Merry
Department of Environmental Health
Eagle County
P.O. Box 850
Eagle, CO 81631
RE: Septic installation at the Ewing Trucking Shop and Office
Dear Ray:
We have inspected the above referenced installation and have found that it has been
constructed per our plans and specifications with modifications as requested by your
office. Attached is the plan showing the as -built location. of the septic tank and
absorption field.
If you should have any questions regarding this project, do not hesitate to call.
Yours truly,
'�Ze
7-
William H. Douglas, III
Project Engineer
cc: Herb Eaton/Ewing Trucking
\94338\inspect.sam
P.O. Box 409 • 113 East 4th Street • Eagle, Colorado 81631 . Phone: (303) 328-6368 • Fax: (303) 328-1035
P.O. Box 771196 • 200 Lincoln Ave. • Suite 210 • Steamboat Springs, CO 80477 • Phone: (303) 879-4676 • Fax: (303) 879-4870
COMMUNITY DEVELOPMENT
DEPARTMENT
(303)328-8730
EAGLE COUNTY, COLORADO
December 2, 1994
Ewing Trucking
P.O. Box 941
Avon, CO 81620
Dear Applicant,
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX: (303) 328-7185
The Environmental Health Division would like to notify you to
make a formal request to extend your Individual Sewage Disposal
System(ISDS) Permit #1423-94 into the 1995 construction year.
The Environmental Health Division discontinued percolation tests
on November 15, 1994 and final inspections on December 2, 1994
due to climatic conditions.
ISDS permits are active for 120 days after the date of issue if
no Building Permit has been issued for the same property. If a
Building Permit has been issued for the same property the ISDS
will expire at the same time as the building permit.
If you still plan to apply for a Building Permit this year or in
the early months of 1995 you will need to have a percolation test
conducted before your Building Permit will be released. You will
have to contact a Registered Professional Engineering(RPE) firm
to conduct your percolation test.
If you have had your permit issued and have not had your final
inspection completed, but plan on constructing the system in the
next few weeks, please give our office a call and we will
evaluate your permit on a case by case situation.
Please give the Environmental Health office a call at 328-8755,
if you have any questions regarding your permit extension
process.
cc: ISDS Permit #1423-94 File
vU-3PI(UM L`h'lNlr IKUUIIIN &b UMI iU zd(lb5
r
4
REPWORTH-PAWLAK CECYI•L-C.I INICA,L, INC.
September lb, 1994
5020 Road 154
Glenwood Springs, CORi6pl
t�a r 3p3 945•lf4:i4
Phone 303 945- 988 _
Ewing Trucking and Construction
Attn; Herb Eaton
P. O. Box 941
Avon, Colorado 81620 o No. 194 399
Subject: Subsoil Study for Foundation Design, Propose Shop Buildi Adjacent
to Junin Yard, South of Cooley Mesa Road, East of Jypsum, olorado.
Gentlemen:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for
design of foundations at the subject site. The study was conducted in accordance with
our agreement for geotechnical engineering services to Ewing Trucking and
Construction dated August 19, 1994. The data obtained and our recommendations
based on the proposed construction and subsurface conditions encountered are presented
in this report.
Proposed Construction: The proposed shop building will be a one story
pre-engineered metal building with a foot print of 60 wet by SU feet. Ground floor will
be slab -on -grade . The building will be founded on isolated piers. The piers will
consist of a wooden column based on a precast concrete pad. Foundation loadings for
this type of construction are assumed to be relatively light. The pads will be subjected
to pull out from wind loading.
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 site was vacant at the time of our field wort: on August 23, 1994.
The site is flat with a slight slope down to the north. The building area is vegetated
with grass. Several junk cars were observed around the site.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating two exploratory pits at the approximate locations indicated on Fig. 1,
Logs of Exploratory Pits. The subsoils encountered consist of slightly sandy to sandy
silt and clay with gypsum particles. Results of swell -consolidation testing performed
0A
Qo-3C-98 09:28 AM_ FROVi EWING TRUCKING&CONST TO 3287185 ?U3
Lwing Trucking and Construction n
September 16, 1994
Page 2 t
V
on relatively undisturbed samples of the sandy clay and silt, presented on Fig. 2,
indicate low compressibility under existing moisture conditions and light loading a
low collapse (settlement under constant load) potential when wetted. The samples were
moderately compressible under increased loading after wetting. The laboratory
moisture contents of the samples may be artificially high due to the gypsum content of
the soils. Moisture content and dry densities, and a summary of the laboratory test
results are shown on Table I. No free water was observed in the pits at the time of
excavation and the soils were moist.
Foundation Recommendations: Considering the subsoil conditions encountered in the
exploratory pits and the nature of the proposed construction, pier type footings placed.
on the undisturbed natural soil with an embankment depth of 3 to 4 feet designed for an
allowable soil bearing pressure of 2,000 psf can be used for support of the proposed
�— shop building. The piers should have a minimum diameter of 16 inches. T.00se and
disturbed soils encountered at the foundation bearing level within the pier excavations
should be removed and the bearing level extended down to the undisturbed natural soils.
Floor Slabs: The natural on -site soils, exclusive of organics or any fill, are suitable to
support lightly to moderately loaded slab -on -grade construction. The soils tend to settle
when loaded and wetted. 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 basc&un experience and the
intended slab use. A minimum 4-inch layer of sand and gravel should be placed
beneath the slabs for support. This material should consist of minus 2-inch aggregate
with less than 50% passing the No. 4 sieve and less than 12% passing the No.
200 sieve.
H-P dE6TECH
�6-30_95 pg ?8 API FROM R,,h ING TRUCXiI GNN"ONST TO 32671i55
G
p104
Ewing Trucking and Construction
September 16, 1994
Page 3
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 till
can consist of the on -site soils devoid of vegetation, topsoil and ovc:rsiwd rock or a
suitable imported granular material.
Surface Drainage: The following drainage precautions should be observed- during
construction and maintained at all times after the shop building has been completed:
I) inundation of the pier excavations and underslab areas should be: avoided daring
construction,
2) Exterior fill should be adjusted to near optimum moisture and compacted Lo a;
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.
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.
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 recommendation
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
H•P GEOTECH —
Do-3�-95 G9:�8 AM FROM E4VvG iRJCKTNuCG�vSi iCi ^3?185
P0�
Ewing Trucking and Construction
September 16, 1994
Page 4
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 and field services during
construction to review and monitor the implementation of our recommendations, 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 of further assistance, please call our office.
Sincerely,
HEPWORTH - PAM
LI-t"l-
Daniel E. Hardin, P.
Reviewed By.
Steven L. Pawlak, F.E.
DEH/rr
Attachments
H•P CiF..oTECH
Ua -JU -Yt UYY'':LU1 'AN F X U M EWIi NlG `1',UCK1NG&COIvIT TO 32871H
P06
Pit 4
8 Feet West of Southwest
0 Building Corner
r
u.s
WC=25.5
5 DD=87
WC=27.1
CL
DDz86
-200 =48
10
LEGEND:
Pit 2
8 Feet East of Northeast
Building Corner
WC=22.3
D0=84
-200=91
WC=26.7
00=77
SILT AND CLAY (ML-CL), slightly sandy to sandy with layers of clayey silt
and sand, sand -size gypsum particles were observed throughout the soil,
medium dense to stiff, moist, brown white gypsum.
k9 2" diameter hand driven linef.
(VOTES:
1. Exploratory pits were excavated with a JO-510 backhoe an August 23, 1994:
2, Locations of exploratory pits were .measured approximately by pacing from
building corners staked in the field.
3. Elevations of exploratory pits were not measured and logs of exploratory pits are
drawn to depth. The pits were roughly the same elevation.
4. The exploratory pit locations should be considered accurate only to the degree
implied by the method. used.
a. No free water was encountered in the pits at the time of excavation.
Fluctuations in water level may occur with time.
10
8: Laboratory Testing Results:
WC = Moisture Content (%)
DO = Dry Density (pcf)
•200 Percent passing No. 200 sieve
193 399 HVW0"-F'AWLAIi LOGS OF EXPLORATORY PITS Fig. 1
+ 0-MCNIVOCAL, Ina.
06-,H-95 09:28 AM FROM EWI',,iG TRTJCKTNG&-'ON,"-" TO 128?tH
j
4
Ln
2
3
4
Maistute Content -- 25.5
Dry unit W"mt '; 87 - ' 30
Sandy clay and silt
with gypsum
II
Froor Pit 1 at 4 feet
i
I
�
�
I jl�
j �
►
it
,�
i
I.
i
;
�
I I �
E
i
� � ` � i ! � � j j
Comoross-on
Upon 1-iet� i ng
j
` I`(
i i
I
� � i���
I� 1 ' I
I.. -,u
AFTL!E-D PRESS1JRE — kst
VN
26.7
77
.3a Die at: Sandy ,-I.ay and I t
w to gypsum
Pit at S met
Compress !on
+ i i ; I i ; Upon Ileitin
Li
1.j
APPLIEO PRESSURE — kst
l 194 399 1 H6'Wo"N"'AWL" L%0'NSCLI0A7C IN 7EZ--, RESUL-15 2 F79. GOTEMNICAL I= SWF--C
I
05-�0-95 09: 2d AM FROM EWING TRUCKIP311-T&CONST TO 3287185
P08
4�
rn
rn
cn
d�
D
z
m
O
1
z H
J
LU
LU
m
Z
2 ►)
(� W
uu
C
W
Q
+fir m
Q H O
m
CL U'
0
z
0 Q
a �
z �
c
CL
'v CL
ea
IM
-t� CA
CD H
Z
fl
N CA
t7 CD
N N
to o1
W
W Z =
r
+Z IO
a
a
u
�
d z
g
a
c1
0
W
H
4
O 5
� J
e
W z s
!�
IN
w O
d
a a =
g�
0
0
a
c
a ' W S
00
CO
QO
z o
LU
= z
U.)
i
Its
t``
N
N
c
x
�t
CD
in
� �
J
N
1423-94 EWING trucking
JOB NAA-A ' 1240. Cooley_ „Mesa Rd 2111-112-00-037
JOB NO.
--- --- -
J /fir
/
Svi ��
(,/'�c ids �1�5
A)v
BILL TO
i
7/'"i1. G
DATE STARTED
DATE COMPLETED
DATE, BILLED
0. _
qJ
J't°%��
_
JOB COST SUMMARY
TOTAL SELLING PRICE
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 278 �® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER
Printed in U.S.A.
M
m
m
0
m
S �'�'�C SAS 11"I E AS—BUILTS
Tract 54, Section 11, Township 5 South, Range 85 West
Eagle County, Colorado
m
�- o
0
U - U
....... ...... .. ..........
m
U U
TR. 54
TR. 82
0
COUi
0
(0 CO 'a
-4-
V) 0
0
r- r- CD
C) CO CO 00
fn
0 0
Lj n 0
F- 0
V) �
E
00 U-)
(0 n
pq 0
oo CO 7
N 04 W) 00
Pr) 0)
M
0
x x
0 0
0 X m m
CL- LL- C5 0
'--4 C;
C) g n.
�J
0 z1-4
z
ell z 0-4
>
0-4 >
VI
L)
0
0
40
LO
o
�,
LC)
QI
�j