HomeMy WebLinkAboutpitkin.eh.246726100011 (1980)Document Layout
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Permit
Application
Log Sheet/Notes & Photos
Communications
As -built Design
Engineer Design
Soil Information
Water Permit & Information
Second System on property
Third System etc.
Floor Plans
Please See Building and Land Use Approvals Files for additional information
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PITKIN COUNTY HEALTH DEPARTMENPERM~IT NUMBER RECEIPT NUMBER lg5'J6 nQ
+V( O� HOWL
'*Owner i
Phone #
dOX /ZZ3 / �(/ JZS- 25/ 17
Owner's Mailing Address ' ' ` j� '
• Contractor - v Phone _#
Address ✓ ,'r _1-
Systems Contractor's Name ''s'ee .` 6W T BILL CL
bVi
Address � j �j � ,�, ' /
Legal Description�i / CT � �N �11 (�/��=�yI ZQAJVtY-
Lot Size �� ��tS Type of Building by Use /N6(EMILY ESIDEN��
Number of Bedrooms 3 Type of Water Supply
Type of Individual Sewage Disposal System JgqEi�TIP'f1n1C — SEEPAGE �ED
Type of Soil or Soil Classification ; ,IVoy iT�%% 4Z q l
Proximal Location of
Proximal Location of
Owner's Signature
PLOT PLAN:
Percolation Test
Water Table
Minimum Recommended Absorption System
�rC - Minutes per inch
Min* R commended Tank Size v ( 4/ /! !� /(f�44/KJ
Perrmmm api�plication valid one year from Date. Application to become p rmit and final only
after lower portion is completed and signed by the Sanitarian. RETAIN THI FO AT THE
CONSTRUCITON SITE.
Date Sanitarian
Aawine system on back
•
GA "-J CIDP
ErAF SEPrc.
Mi L PVC BnRkIEL
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PITKIN COUNTY ENVIROVENTAL HEALTH
0
�Field Test Data Sheet on P rcolation Test
PROPERTY OWNER �j�//GL�iJ/ / /1� PHONE
MAILING ADDRESS
LEGAL DESCRIPTION OF PROPERTY
LOCATION OF TEST
HOLES 1V6)
7
Z
Three (3) test holes
required
per system
Test Hole Depths
(24" minimum)3��''1
Diameter of Test
Holes
Water Remaining
after 24 hour
soak V
2
TEST 1 . #1 '1'P;S'1' LL NT llhhjl' huLh #.i
3 r{ o TEST
Drop Time DropTime DropTime
Z 32z �—
.3 32
7, 14 YJW 3 2
t S
-Z
7
Z
Percolation Rate Each Hole
Average Rate Ik
Comments on soil or site; ,
SIGNATURE
l3
r
DATE
1 .Sell Mechonles
F oundollon
Eva luotl on
Moterlals
Tests
Cuncr.t.
Mix Design
A.phalt
Mix Design
Geologic
Interpretation
G,aundwater
Hydrology
by
Registered
Professional
Engineers &
Geologists
THE LINCOLN-DeVORE
a
(ESTI
MEMBER, A.S.T.M. P E
A.S.C.E.
CEC
ACI
iolorodo Springs,
Colorado
Pueblo,
Colorado
rtoword M. Dump
Rock Springs,
Wyoming
lenwoodSprings-
Avon, Colorado
ndolI E. Connolly
—92.11. F. Lohman
Gunnison,
Colorado
Lee E. Stierwalt
George D. Mort Is. . .
Mr. William Weaver
Snowmass, CO 81654
Dear Mr. Weavers
G
May 10, 1976
P.O. B. 21
A.an, C.I.J. 11920
521-{121
Rel House Investigation
Weaver Residence
Pitkin County
Woody Creek, CO
Personnel of this Laboratory have
inspected the foundation excavation at the above referenced
site to determine subsurface soil conditions. We have also
reviewed the Structural Engineering report submitted to you
by Mr. Roger Hocking of Eldorado Engineering of Glenwood
Springs. Recommendations and comments for this site are
shown belows
Soil classifications Soils on this site were found to consist
of red -brown angular silty c -f GRAVEL with a trace of clay
containing weathered rocs: fragments up to 12 inches in dia-
meter locally derived from the Maroon Formation to the north
of the site. This soil appears to be low expansive in nature.
Man-made fills None - soils are native to the site.
Moisture conditions at time of inspections Low to moderately
moist.
Foundation typg re o m ndeds The foundation design recommended
by Mr. Hocking takes the on-site soils into direct consider-
ation. Due to the, nature and depth of the rear foundation
cuts, it is imperative that the design parameters mentioned
by Mr. Hocking be followed. Also if there are any changes
in design concept, we suggest that Mr. Hocking be made
aware of these changes.
_,1
2510 uW. A
C.Lnd. sl{OI
9111520
P.O. B. 21
A.an, C.I.J. 11920
521-{121
Rel House Investigation
Weaver Residence
Pitkin County
Woody Creek, CO
Personnel of this Laboratory have
inspected the foundation excavation at the above referenced
site to determine subsurface soil conditions. We have also
reviewed the Structural Engineering report submitted to you
by Mr. Roger Hocking of Eldorado Engineering of Glenwood
Springs. Recommendations and comments for this site are
shown belows
Soil classifications Soils on this site were found to consist
of red -brown angular silty c -f GRAVEL with a trace of clay
containing weathered rocs: fragments up to 12 inches in dia-
meter locally derived from the Maroon Formation to the north
of the site. This soil appears to be low expansive in nature.
Man-made fills None - soils are native to the site.
Moisture conditions at time of inspections Low to moderately
moist.
Foundation typg re o m ndeds The foundation design recommended
by Mr. Hocking takes the on-site soils into direct consider-
ation. Due to the, nature and depth of the rear foundation
cuts, it is imperative that the design parameters mentioned
by Mr. Hocking be followed. Also if there are any changes
in design concept, we suggest that Mr. Hocking be made
aware of these changes.
_,1