HomeMy WebLinkAboutpitkin.eh.273302412002 (1995)Parce #
ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PERMIT
Name of OWNER LL�� +l 1✓� LEy?�I N Bus. Phone #
Mailing Address
Home Phone #
Name of AGENT -6 T0F"KG A'�-SDCA AZT �S f� . Bus. Phone # q 01-q-7-
Mailing Address- Aykg� V554 -P -t). ('� • �J• S I (ate ( �Hef Phone # q t d�-BZ - -
Copy of Permit to be Sent to:
PERMIT IS FOR:QQ NEW INSTALLATION, () REPAIR, () ALTERATION NOT DUE TO FAILURE, or () EMERGENCY USE. for permit #
STREET ADDRESS of Property: R/,TjfF A-7--
LEGAL
}-T
LEGAL DESCRIPTION of Property: / /L%c� S 5✓0 lot a -; block _, filing _, and subdiv.
Size of Lot acres Type of Structure Proposed Rr GE -p wn-rC itit%lbEMO~
# BEDROOMS, # LOFTS _, # GARBAGE DISPOSALS # DISHWASHERS # CLOTHES WASHERS .
Water Supply: (Private Well, {) Spring, {) Stream, or () System (Public. or Private Name:
IS PROOF OF ADEQUATE WATER ATTACHED? () YES or () NO HAS THIS PROJECT BEEN APPROVED BY PITKIN COUNTY? () YES or () NO
Application for an Individual sewage disposal system permit Is hereby submitted The undersigned acknowledges that the above Information Is true and that false Information Wit Invalidate the application and
any subsequent permit Issuance of the permit does not explicitly or implicify imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction maybe undertaken
until all approvals and permits have been obtained. The owner assumes all r es In case of failure or Inadequacy of this system.
� possibilitimour
SIGNATURE OF APPLICANT Date 3• �j• SIS
The application becomes invalid 120 rom the ate signed. This Per it is valid my for the design as specified below.
FOR OFFICE USE ONLYt••:rr s*rtr*** r:a*x:•:ttwtt*x*>t
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT #
$150 fee paid Yes. Date received - Receipt # Lj C� 2`� J `� Received By (/
DESIGN CRITERIA OF SYSTEM TO BE INSTALLED: Any changes must be submitted and approved in writing.
# of Bedrooms: V -, Percolation Rate: 1 .5' mpi, Average Daily Waste Flow: L O C? gallons.
is an Engineer Designed system needed? ( ) Yes or 4 No (All plans and specifications of the engineer shall be followed. Any changes must be approved In writing and the engineer
shall certify the final installation to the Environmental Health Department in. writing.) 1
yl
Minimum Septic Tank Capacity i 2 -50 gallons WDA sorption Area I c2 7 square feet minimum
O Absorption Bed, Absorp>:ion Field in Trenches, 9( Gravel -less system, O Pumping/Dosing Chamber, O Absorption Pit
so VaP�
X03 4� c
Stages requiring inspection: () Before excavation, () Upon completion and prior to placement of gravel, Before covering distribution system of absorption
field, (Prior to backfill of any component and any situation deemed necessary by Environmental Health Department Staff.
?tans and specifications of the proposed Individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or his agent to perform the work
indicated above in accordance with the Pitkin County Individual Sewage Disposal Regulations in effect on the date of issue. In addition to general provisions set forth in any attachments, this Permit is subject
to the following additional terms and conditions if any:
APPROVED FOR ISSUE EY: r^l c , DAJE OF ISSUE: U
The above individual sewage disposal system has been Inspected for by the Aspen/Pitkin Environm tal Health Department The owner assumes all res ilities in Kse of failure or inadequacy of this
system Complete as -built drawing and all specifications of as -built a included with this permit
FINAL INSPECTION BY:I )"L� DATE OF FINAL INSPECTION:
:eOTHUDD:JTCPC:WP:PERMIT.B.1 130 S GALENA STREET • ASPEN, OORADO 61611 ' PHONE 303.920.5070 • FAX 303.920.5197
A.1PEHD 1/94 PRINTED ON RECYCLED PAPER
Aspen / Pitkin Environmental Health Department
Contact Log Sheet
Name: L.EV Jq NT/ N
Parcel ID#: — p -'be Address: , aDe►� ea how o Z S.1/,
Date I Person Spoken To Comments / Action to be Taken Initials
i
a- I
G.
C..
HEPWORTH-PAWLAOEOTECHNICAL, INC.
October 19, 1994
RECEIVED
00 2 6 1994
500oad 154
Glenwood Springs, CO 81601
Fax 303 945-8454
Phone 303 945-7988
Structural Associates gTRi1GTURAL
Attn: Shane Evans ASSOCIATES, GO
4185 County Road 154
Glenwood Springs, Colorado 81601 Job No. 194 482
Subject: Percolation Testing, Lot 2, Hidden Meadows, Pitkin County, Colorado.
Dear Mr. Evans:
As requested, percolation testing was conducted at the subject site.
The test holes and Profile Pit were excavated with a backhoe at the approximate
locations shown on Fig. 1. The subsoils exposed in the Profile Pit below 1 foot of
topsoil consisted of silty to clayey gravel with cobbles and boulders to a depth of 8 feet.
No free water was observed in the Profile Pit and the subsoils were slightly moist.
The percolation test results are presented on Table I. Based on our observation of the
subsoils encountered in the Profile Pit and the testing results, the site should be suitable
for a conventional infiltration septic disposal system.
If you have any questions, please call our office.
Sincerely,
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
S�litSiti..
Louis Eller eaa``XV., �O 11E�,y�`ryf.
'w �y
Rev. by: DEI
LE/ro ���srif; ® NAL
Approximate Scale
1 " = 20'
v4v
,qo
1
• I �
1
J' P-3 /
i
C P-2
i� Profile Pit
( Q/ P- 11/
194 482 1 HEPWORTH-PAWLAK Location of Percolation Test Holes( Fig. 1
GEOTECHNICAL, Inc.
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1
PERCOLATION TEST RESULTS JOB NO. 194 482
HOLE NO.
HOLE DEPTH
(INCHES)*
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN/INCH)
P-1
I
I
47
15
add water
add water
add water
add water
7
5 1/4
1 3/4
12
7 1/4
5
2 1/4
7 3/4
6 1/4
1 1/4
6 1/4
5
1 1/4
8
6 112
1 1/2
7 1/2
6 1/2
1
6 1/2
5 1/4
1 114
P-2
1
46
15
add water
add water
add water
add water
add water
9
5 1/2
3 1/2
12
8 1/4
5 1/2
23/4
7 3/4
6
1 3/4
8 1/4
7
1 1/4
8 1/4
6 3/4
1 1/2
83/4
7
1 3/4
7
53/4
1 1/4
P-3
48
15
add water
add water
add water
8 112
7 1/4
1 1/4
20
8 1/2
7
1 1/2
83/4
7 3/4
1
7 1/4
63/4
1/2
63/4
5 3/4
1
8 1/2
7 3/4
3/4
734
7
34
Note: The holes were hand dug in the bottom of backhoe pits and soaked on October 13,
1994. The tests were conducted on October 14, 1994.
NAMES E 'k -WI _ N LOCATION: r b 1"'► EA) - f A b+0 ix �
�Wlpdc Tank Capacity
Based on Number of Bedrooms
Minimum Etleeltve Uquid I
N of Bedrooms Tank Capacity (gallons)
750
1 or less
Each additional bedroom 250
Maximum Loading Rates of Effluent Volume
for Soil Absorption Systems
_ Percolation Rale -
--
Typical Soil Texlutes
Maximum Loading Rate
(minuteslinchl
Soil Class
- (Appendix 21
(galJsq.ItJday)
-
I-
_
Seepage Beds Seepage Pits
1-30
t IG5
215 185
Canny l slam to Loam
.72
t -]0
ttt
loam
a0
]t -a0
!v"
loam to Silly Loam -
a t -60
v
Clay loam
.30
Oyer 60
vl
Clay
.20
Required Square Footage of
Soil Absorption Systems
Requlred B.ouom
Required Bottom
Absorplion Area in sq. tL
Absorption Arca In sq. It Required Side -11 Area'
I!
Per Bedroom' lot
Per Bedmm•
roo• lot In aq. It- per Bedroofor
-
I-
Soil Class Standard Ttenches
Seepage Beds Seepage Pits
1'
t IG5
215 185
i
Il 300
400 375 -
I
W 440
$75 - 480
'
IV $50
v 7a0
VI
s
'fainirtwm tWmoer of bedrooms is t. (21.
'Absorption area lot seeoage pits is hgwed as
etlettite sidev(all area beneath the inlet
'Unsuitabte tot seepage pits it percdation sate
is ore( thirty (701 rninletes per inch.
'Unsuilabte lot seepage weds it petculation rate
is we( one inch (1"I in Silkily (301 ask"es.
-
00 G
`Unsuilabte tot COnyMl'onal absorption systems.
ABSORPTION SYSTEM 1 �
# OF BEDROOMS -I— X 2 (people/bedroom) X ; (gal/person/day) = 01 ((llculated average daily waste load)
/
SOIL PROFILE. NOTE ANY PROBLEMS: G �P $
PERC RATE: HOLE #1' �Z/� HOLE #2 L�iOLE #3 �.
PERC RATE AVERAGE = rJ MPI (MINUTES PER INCH)
SOIL CLASS = LOADING RATE 'U' t
FIELD
oda -:3
3
A = 1.95 X "Q" _ .055(Q) = 1.95 X -.055 x = 4SQ FEET
INFILTRATOR FIELD
f
X .60 = 9 5 5 SQ FEET Units of Infiltrator
TRENCH.
bo 0
A = 1.5 X "Q" _.055(Q)
.0 r-% %L
1 • FEET LJO(ol-ineal ft
11VC11 1[CHiVtt i1�Gt. �.n t� - y
�� � p t
IX .5 = f SQ FEET Off' Lineal ft «its of Infiltrator
.} / I
DEEP GRAVEL
(Where W = width of trench or filed, in feet; and d=depth of gravlel below distribution pipe in feet) U G
Calc Length Length Required x W + 2
of .trench or bed = Prior to Adjustment W + 1 + 2d
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