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HomeMy WebLinkAbout400 Beard Creek Rd - 210505100010 - 0690ISEAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED
INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE
ANY PORTION OF INSTALLED SYSTEM
328-7311 or 949-5257 or 927-3823 PERMIT NO. N ° 69 0
Witnesses
OWNER: Edwards Congregation of Jehovah's ADDRESS: C/O R. Weeden P.O. Box 1224, Eagle, CO
SYSTEM LOCATION: Parcel 1, NE corner of NW4, Sec. 5, T5S, R82W
LICENSED INSTALLER: LICENSE NUMBER:
**CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following:
MINIMUM REQUIREMENTS: 1,000 gallon septic tank or aerated treatment unit.
Absorption area or dispersal area computed as -follows:
PERCOLATION RATE: 1 (one) inch in 5 (five) minutes.
Absorption Area per Bedroom N/A sq. ft.
No. of Bedrooms x sq. ft. minimum requirement per bedroom
total sq. ft. minimum requirement.
SPECIAL REQUIREMENTS: Two (2) trenches, 2' X 100' = 400 S.F. minimum requirement.
DATE: INSPECTOR:
**CONDITIONS:
1. All installation must comply with all requirements of the County Individual Sewage
Disposal System Regulations, adopted pursuant to authority granted in 25-10-104,
C.R.S. 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 building and zoning departments shall
automatically be a violation of a requirement of the permit and cause for both
legal action and revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters, or installs an
individual sewage disposal system to be licensed according to the Regulations.
FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle
County Individual Sewage Disposal System Regulations until the installed system is
approved prior to covering any part.
Installed Absorption or Dispersal Area: 400 sq. ft. (2 - 100' lines)
Installed Septic Tank: 11000 gallons. Degrees: 900 Feet: 372'
Design Engineer of System: By owners
Installer of System: By owners Phone:
Septic tank cleanout to within 12" of final grade or 18"
aerated access ports above grade? Yes X No
Proper materials and assembly? Yes X No
Compliance with permit requirements? Yes X No
Compliance with County/State regulations requirements? Yes X No
COMMENTS: Line runs straight east 37'. Drain field starts 10' E. of tank. Two lines
on contour 2`. Upper - 4 7' deep, lower 4'deep.
(Any item checked "No" requires correction before final approval of system is made.
Arrange a re -inspection when work is completed.)
DATE: May 29, 1985 INSPECTOR: Erik Edeen
RE -INSPECTION DATE: INSPECTOR:
RETAIN WITH RECEIPT RECORDS v
CHARGES
Percolation Test = $50.00
Permit Fee (includes final inspection) _
ALL CHECKS OR MONEY ORDERS ARE TO BE
MADE PAYABLE TO: EAGLE COUNTY
PERMIT NO. N_ 6 9 0
Name of Applicant: Jehovah's Witnesses
Name of Owner: Same
Amount Paid: $200.00
Receipt Number: C0306 & C0307
Cashier: Gail Parker
White and Pink Copies - Environmental Health Department Green Copy - Applicant/Owner
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
{ ENVIRON`IENTAL HEALTH OFFICE - EAGLE COUNTY
P.O. Box 850
Eagle, Colorado 81631 No.
PER:NIIT APPLICATION FEE: $150.00 328-7311 PERCOLATION TEST FEE: $50.00
NAME OF 014NER: idWArAs 04AAje5,"_ of kh00CL PS WileteScys LTD
ADDRESS: -� Ui2Et�a,� `P�d aQx /fix,( e ft1e Co i /63 t PHONE: 32fr 7233 oa 31k a 7
NAME OF APPLICANT (if different from owner):
ADDRESS:
PHONE:
DESIGN ENGINEER OF SYSTEM (if applicable) : �� i;(){uyS
�u;�y
+- K
ADDRESS:
PHONE:
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:
Licensed Installer (see attached list)* YES-
NO
4
ADDRESS:
PHONE:
PERMIT APPLICATION IS FOR: (` New Installation
_ \
( )
Alteration
( ) Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Street/Rural Address: f- Ary\Ae.t-af.n',
Lot Size:
Legal Description:
BUILDING OR SERVICE TYPE (check applicable category):
(. ) Residential - Single Family
( )
Residential
_ Quadplex
( ) Residential - Duplex
(L�<)
Commercial
(state usage) C4l,_e
( ) Residential - Triplex
NUMBER
OF PERSONS: /S 0 U ORL;t.i
NUMBER OF BEDROOMS:
WASTE TYPES (check applicable categories):
( )
Commercial or Institutional
(
)
Dwelling
( )
Non -Domestic Wastes /JU x I,TG.tj
Transient Use
( )
Garbage Disposal
(
)
Dishwasher'
( )
Automatic Washer
(
)
Spa Tub
Other G/Z�, ,/,
TYPE OF
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( Septic Tank ( ) Composting Toilet ( ) Incineration Toilet
( ) Vault Privy ( ) Greywater ( ) Chemical Toilet
( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Potable Use
( ) Other ( ) Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) (�
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES ( NO ( )
WASTEWATER FLOW REDUCTION PLAN: YES ( ) NO ( )
(I6 yes, see attached wastewatett 6tow tteducti.on methods)
NOTE: The Envaonmentae Health 064icen may tceduce the negwiAed abtsottption attea upon
app,tova2 of an adequate waztewaten 4ZOW neducti.on plan.
SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) S ring ( ) Creek/Stream
Give depth of all wells within 200 feet of system:
If supplied by community water, give name of supplier:
SIGNATURE: &I P ujDATE:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
INFORMATION BELOW TO BE FILLED OUT BV ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: PeAcent Gnound Stope
Depth to Bedttock (pen 8' Ptto6ite Hote)
Depth to Gttoundtuateh Tab&
SOIL PERCOLATION TEST RESULTS:_ S inute/s pelt inch in HoZe #1
S" Minutes pelt- inch to HoZe # 2
FINAL DISP AL By: 1-5-Minutes pets inch to Hote # 3
( AbsoApti.on Tttench, Bed on Pit ( ) EvapotAampi tati,on
( ) Above Gttound Dizpeuat ( ) Sand FiLte/t
( ) Unde>tgAound D.&speuae ( ) Wastewater Pond
( ) Otheh-
Amount Paid: Z�- 0 • vv (v£; Receipt Numbe"t are -7 Date: � �5
———————-—————————————————————————-—————————ma`s®——
,�®T�E�: � �S�tte�Plan�mus�i,3`beat�t�a�`h�ed��to� app=1>�ca�t�on�
(Env. Health Department - Rev. 4-07-83)
PERCOLATION TEST
ENVIRONMENTAL HEALTH DEPARTMENT
- Eagle County
FEE: $50.00 ) ISDS APPLICATION NO.
OWN E �
R: �� '�l/�S lit L-� 6v� S z Vq s--sees'
LEGAL DESCRIPTION: �Gc �-e �j�,_v2•��� s-��'7-
RURAL ADDRESS:
TYPE OF DWELLING: `1�lJ NUMBER OF BEDROOMS: -2
DATE OF PERCOLATION TEST: `5 `— TYPE OF SOIL:
TEST HOLES PRE-SOAKED: YES NO
TIME
WATER DEPTH
INCHES OF FALL
RATE
1
2
3
1
' 2
3
1
2
3
1
2
3
z
2l
.�
2
2- z3
'2S
2
3
�-
` z
�"
�n
/
3i
l
2-
s
\s
PERCOLATION RATE: , �2 / u �✓ Ord ;�-ze
RECOMMENDED MINIMUM SEPTIC TANK SIZE: �, ®Q (p 6--A//a
RECOMMENDED MINIMUM LEACH FIELD SIZE: �d �S'9 ZS 2�X �OQ
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM:
SITE AS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE,.
Environmental Health Officer
COMMENTS: j�, � ., r), I f f
1
Rev. 5/31/84
r
Date
o�k�ltG
PERCOLATION TEST
?� ENVIRONMENTAL HEALTH DEPARTMENT
Eagle County
FEE: $50. ISDS APPLICATION NO.
OWNER:�t��
LEGAL DESCRIPTION:
RURAI AnnR-Fcc
IER OF BEDROOMS:
i"? 1-,� - 6ii
*****************
I L :
�.--
WATER DEPTH
INCHES OF FALL
RATE
1
2
3
1
' 2
3
1
2
3
1
2
3
2� ; /
z ` 1
2•`Zo
f:S7
.z
2—:Z
2`,3
l�
2C�
1�4
PERCOLATION RATE:
RECOMMENDED MINIMUM SEPTIC TANK SIZE:
RECOMMENDED MINIMUM LEACH FIELD SIZE:
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM:
SITE HAS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE.
(5
Environmental Health Officer
Date
COMMENTS:
Rev. 5/31/84
7
SOILS AND FOUNDATION INVESTIGATION
FOR
PROPOSED CHURCH BUILDING
BEARD CREEK ROAD
EDWARDS, COLORADO
PREPARED FOR:
JEHOVAH'S WITNESSES CONGREGATION
PROJECT NUMBER V-5023G
FEBRUARY 1985
TABLE OF CONTENTS
CONCLUSIONS
1
SCOPE
1
SITE LOCATION AND DESCRIPTION
1
SITE INVESTIGATION
2
SUBSURFACE AND GROUNDWATER CONDITIONS
.2
PROPOSED CONSTRUCTION
2
FOUNDATION RECOMMENDATIONS
3
SLAB CONSTRUCTION
3
GROUNDWATER AND DRAIN SYSTEM
4
REINFORCING
4
CRAWL SPACE COVER
4
BACKFILL AND SURFACE DRAINAGE
5
LANDSCAPING
6
MISCELLANEOUS
6
TEST LOCATION
SUMMARY OF TEST PITS
GRAIN -SIZE DISTRIBUTION CHART
PERIPHERAL DRAIN SYSTEM DETAILS
Drawing No. 1
Figures No. 1 & 2
Figure No. 3
Figure No. 4
CONCLUSIONS
1. Subsoil conditions are fairly uniform
over the site consiting of silty sands
and gravel.
2. The proposed church building should be
founded on conventional spread footings
designed for a maximum soil bearing pressure
of 4000 psf.
SCOPE
This report presents the results of a Soils and Foundation
Investigation for the proposed church in Edwards, Colorado.
The investigation was prepared by means of test pits and labo-
ratory testing of samples obtained from these pits.
This- investigation presents a description of surface and
subsurface conditions encountered at the site, recommended
foundation systems, allowable design pressures, and groundwater
conditions as well as design and construction criteria influenced
by the subsoils
SITE LOCATION AND DESCRIPTION
The site is located on Beard Creek Road, north of Edwards.
It is in Parcel 1 in the northeast corner of the Northwest one -
quarter of the Northeast one -quarter of Section 5, Township 5
South, Range 82 West of the 6th Principal Meridian, Eagle County,
Colorado. The lot drains to the south, and vegetation consists
of sagebrush and small trees.
SITE INVESTIGATION
The field investigation performed on February 18, 1985,
consisted of excavating, logging, and sampling two test pits.
The locations of the test pits are shown on Drawing No. 1.
Summaries of the test pit logs are detailed on Figures No. 1
and 2. A summary of the test results is shown on Figure No. 3.
The test pits were excavated with a conventional backhoe.
Samples of the soils were obtained for laboratory testing.
SUBSURFACE AND GROUNDWATER CONDITIONS
Refer to the summary of test pits, Figures No. 1 and 2.
Subsurface conditions are fairly uniform, consisting of silty
sand and gravel with a few cobbles.
No overlot grading has been done prior to this investi-
gation.
No groundwater was encountered in either of the test pits
at the time of the investigation.
PROPOSED CONSTRUCTION
No specific design data has been provided, but for the
purpose of this analysis, it has been presumed that the proposed
church will consist of one floor without a basement, and that
loads will be light. If the proposed project differs signifi-
cantly from this understanding, a review should be made after
the plans are more complete.
3
FOUNDATION RECOMMENDATIONS
Lightly consolidating soils will be encountered in the
excavation. The proposed church should be founded on conven-
tional type spread footings designed for a maximum soil bearing
pressure of 4000 psf. At this pressure, foundation settlements
will be tolerable. It would be advisable to proportion footings
-- so as to minimize differential settlements. Minimum footing
width should meet requirements of appropriate building codes.
The bottom of the footings should be placed a minimum of 48 i:nches
below final grade for frost protection.
SLAB CONSTRUCTION
The upper natural soils will provide adequate support for
slab -on -grade construction. If clean, granular soils are imported
to be used as select fill, no problem with capillary rise of
moisture will occur. However, if the select fill contains some
clays or fine materials there is always the possibility of
capillary rise of moisture.
We suggest that the plans and specifications be prepared
with a specified minimum of 4 inches of clean, washed gravel
immediately under the floor slabs. The purpose of this clean,
washed material is to break capillary rise of moisture to
avoid problems with bonding of asphalt tiles to floor slabs
- and other problems associated with minor amounts of moisture.
We suggest densifying the surface of fill or natural soils
_ with a vibratory type compactor immediately prior to placement
4
SLAB CONSTRUCTION - continued
of floor slabs. Slabs should be constructed in accordance with
ACI recommendations to minimize the risk of shrinkage problems.
Slabs should be scored into maximum 200 square foot areas to
localize and control any cracking.
GROUNDWATER AND DRAIN SYSTEM
While little or no groundwater was encountered at the time
the field investigation was conducted, it is possible that
seasonal variations will cause fluctuations, or for a water
table to be present in the upper soils during the spring months,
or after a prolonged period of rain.
A peripheral drain system as detailed on Figure No. 4
should be installed.
REINFORCING
Foundation walls should be well -reinforced to minimize the
effects of differential movements. Refer to foundation designs
for reinforcing details.
CRAWL SPACE COVER
When moist soils are encountered in the excavation, the
ground surface in crawl space areas should be covered with an
5
CRAWL SPACE COVER - continued
impervious moisture barrier sealed against the footings. This
- will help to reduce humidity in the crawl space area and will
also prevent the moist foundation soils from drying and shrinking,
which could possibly cause the structure to settle.
BACKFILL AND SURFACE DRAINAGE
The potentially consolidating foundation soils encountered
in portions of the site should be prevented from being wetted
after construction. Generally, this can be accomplished by
insuring that the backfill placed around the foundation walls
Will not settle after completion of construction and that the
backfill material is relatively impervious. Water should be
added to backfill material to allow proper compaction -- do not
puddle.
Surface water running toward the structure from upslope
areas should be diverted around and away from the building by
means of drainage swales or other similar.measures.
The final grade should have a positive slope away from the
foundation walls on all sides. A minimum of 12 inches in the
first ten feet is recommended. Downspouts and sill cocks should
discharge into splash blocks that extend beyond the limits of
the backfill. Splash blocks should slope from the foundation
walls. The use of long downspout extensions in place of splash
blocks is advisable.
R
LANDSCAPING
Do not install sprinkler systems next to foundation walls.
If sprinkler systems are installed, the sprinkler heads should
be placed so that the spray from the heads, under full pressure,
R does not fall within five feet of foundation walls. Landscaping
and lawn irrigation must be controlled.
If the owner desires to plant next to foundation walls
and is willing to assume the risk of structural damage, etc.,
then it is advisable to plant only flowers and shrubbery (no
lawn) of varieties that require very little moisture. These
flowers and shrubs.should be hand -watered only.
Construction of parking areas and sidewalks adjacent to
the building will help prevent seepage of water down along the
foundation walls.
MISCELLANEOUS
Some of the soils at the site are potentially consolidating,
and the owners should be cautioned that there is some risk of
future damage. The owner is directed to those items covered
under 6ACKFILL AND SURFACE DRAINAGE and LANDSCAPING. Our
experience has shown that damage due to swelling or consolidating
soils usually results from saturation of the foundation soils
caused by improper drainage, excessive irrigation, and poorly
consolidated backfills. The elimination of the potential sources
of excessive water will greatly minimize the risks of construction
of this site.
7
MISCELLANEOUS - continued
This report has been prepared for the exclusive use of
the Jehovah's Witnesses congregation for the specific appli-
cation to the proposed church site on Beard Creek Road north
of Edwards, Colorado.
The findings and recommendations of this report have been
obtained in accordance with accepted professional engineering
practices.in the field of foundation engineering and soil
mechanics. There is no other warranty, either expressed or
implied.
Sincerely,
INTER -MOUNTAIN ENGINEERING, LTD.
G. -Th o m a s Allen, P. E.
,�',,a,,�'Qroject Engineer
ACV0
0
j►Ao aS�
DRAWN Sys
TEST LOCATION
PROPOSED CHURCH
EDWARDS, COLORADO
FOR JEHOVAH'S WITNESSES CONGREGATION
SCALE
DATE
01
PROJECT NO., V-5023G
MAWUYC NO.: 1
I
PlT NO. 1
'�� y?� eon
b 4
INOFEET a DESCRIPTION OF MATERIAL
o.a SILTY SAND & GRAVEL
Bottom of Excavation 6' No groundwater
encountered.
110
SUMMARY OF TEST PITS
PROPOSED CHURCH
EDWARDS, COLORADO
FOR JEHOVAH'S WITNESSES CONGREGATION
DRAWN OTl SCALE• DATE*
REMARKS
PROJECT NO.= V-5023G
FIGURE NO.• 1
"
_
PlT NO. 2
DEPTH
INOFEET DESCRIPTION OF MATERIAL
SILTY SAND & GRAVEL
a
..
p;0. -p
.•oo.�.
00' ...05
o'
O p
0
? .0 of
0
„0
b//-0.
:o 0
5
oo
ooAo;>.
-�
pa;o•oo
oP °
°Qoo
bo.•c
o.
O. 0,
.Oo.o•
Bottom of Excavation 8'
No groundwater
_
encountered.
10
15
- SUMMARY OF TEST PITS
PROPOSED CHURCH
EDWARDS, COLORADO
.FOR JEHOVAH'S WITNESSES CONGREGATION
DRAWN ST, SCALE$ DATEe
REMARKS
PROJECT NO.& V-50L
FIGURE NO.+ 2
-
111
1
1
11
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1
111
---------------------
1
III
111
1111
Ills
Mlle
-Ell
-
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• 11�1111111
1111■11111
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....................-
.
oundation Wall
IN
Polyethelene Moisture Barrie
glued to foundation wall
Backfill moistened
- well compacted
\ r
t15 Felt
*Minimumr
Paper
of 6" of
3/4 inch gravel
4" Diameter Perforated Pipe
sloped a minimum of 0.25%
to sewer lateral subdrain,
sump pump or daylighted
DETAILS OF PERIPHERAL DRAIN SYSTEM
FOR FOOTING TYPE FOUNDATION
FIGURE 4
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
February 15, 1985
Jehovah's Witness
P. O. Box 1224
Eagle, CO 81631
RE: ZS-216-84-Jehovah's Witness
At their Public Hearing of February 12, 1985, the
Board of County Commissioners approved your special use
permit for a church on 1.7772 acres in a Resource Zone,
with the following conditions:
1.
A drainage plan must be submitted with the
building permit.
2.
The Beard Creek Road must be paved from the
present end of the pavement at Northstar
Condominiums to the western -most side of
your driveway,entrance.
3.
No sign on the property may exceed 3 sq.ft.
4.
A site specific soils study must be sub-
mitted with the building permit.
5.
The driveway and parking lot must be designed
to be covered with crushed rock to control
dust. If, at any subsequent review, it is
found that the rock does not control the dust,
some additional dust abatement treatment may
be required.
6.
There will be no parking whatever under any
circumstances on Beard Creek Road.
7.
All soil materials called "cut" are to be
removed from the site.
There must be submitted letters of inclusion
from the Edwards Metropolitan District and
the Upper Eagle Valley Sanitation District.
Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer
P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479
Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631
WITNESS
FEBRUARY 15, 1985
PAGE 2
9. 'A revegetation plan must be submitted.
10. No road cuts or slopes will exceed a
ratio of 1.5 to 1.
A formal resolution signed by the Board of County
Commissioners will follow this letter.
Sincerely,
Susan Vaughn, Direc or
Community Development
SV:epm
cc: Board of County Commissioners
Larry Metternick
Ken Heller
Claude Gerard
Files
Environmental Health?
D /i .
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JOB NAME
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0690
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lOB LOCATION
BILL TO
DATE STARTED
DATE COMF
FUN
DATE BILLED
/ _
JOB COST SUMMARY
TOTAL SELLING PRICE
- TOTAL MATERIAL
PERMIT#690 ---_ -- ----- - __�--.___..,.�.-•------------ ������������y��y
PERMIT #690
OWNER: Edwards Congregation 9 gation of Jehovah's Witness OWNER: Edwards Congregation of Jehovah's Witnesses
LOCATION; Parcel 1 NE
corner of NW, LOCATION: Parcel 1 NE corner of NV,'-',, Sec. 5, TSS, R82W
INSTALLER; (Scottsville) �.Lwarag 4, Sec. 5, T5S, R82W Scottsville
SIZE OF TANK: 1000 gl.
DWELLING: Church
PERC RATE: 1 inch in 5
minutes INSTALLER: Self
ABSORPTION AREA:
400 s.f. SIZE OF TANK: 1,000 Gallon
DWELLING: Church
PERC RATE: 1/5 (Two (2) trenches, 2' X 100' = 400 s.f. require
rnent )
FINALIZED: 05/29/85
BY: Erik Edeen
FINALIZED 05/29/85 BY: Erik Edeen
Q�05-, 05 t — oo — Coo