HomeMy WebLinkAboutpitkin.eh.264504303014 (1992)ASPEN40PITKIN
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ENVIRG..dMENTAL HEALTH DEPART..AENT
INDIVIDUAL SEWAGE DISPOSAL PERMIT NO.�i/_�/
TYPE OF PERMIT:
(Initial Construction ( )Emergency Use ( )Repair Work,(Pievious Permit 1 .) ( )Alteration of an existing system,
r installation (Previous Permit 1 j
( )Use Permit as a result of sale ( )Others
ISSUED TO: DATE OF ISSUE. Z1_6 117Z-"
Owner
Mailing
Address
Home Phone Business Phone
ME L . e
-57
Agent! Phone S�'.� �}r
Mailing
Address
Sewage Disposal System Work to be performed byEj/1!iFE/S
This permit valid only for premises location by the following legal descriptions _'zr &)
LOT SIZE ..} /-i MC ls� . WATER SUPPLY2V6D1V1'31 nI U) f_1_ . "ERACE PERCOLATION RATE ,/
This Individual Sewage Disposal Permit is granted with regard to the following uses /1% C 14ONC�r✓'r&f I FSJ
d
Nutaber oft Dodreoms . Lofts Garbage Disposals Dishwashers^ Clothes Washors
r'7
CALCULATED AVERAGE DAILY WASTE LOAD � � GALLONS.
THE NATUIRE OF THE SYSTEM INCLUDED UNDER THIS PERMIT:
ape of Tank or Treatment Units "�ANK / Tank.Capacit t06 Callon Minimum
Ahod of Final Disposalt F,�1,4JCej"[-0(i1//5�Q/1/S//1%Ll�(i/)0�eorptiotl Area �7Y A square Fent/Minimum r�
_.crl ion (including brand name, if any) of other equipment or appurtnancest '� �' ` WN C� 64v CrfAl� 6�IJ
n g /g0L)A),O W I %f b' 6A S19
OF 230L/ P F7-..
:they Condition! or Spccificationes
�ry A>v� ``'C6`/G10/QT/v�t1S lAI /�
j --a /�,y �ar�iJ�/2 .
�-N�/NSP-lnlG, ATEA � Y1� �8t'"�3z cr¢u�Et�. ��
Osl_ o 4 c /1
STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: �/
( )Before Excavation ( )Upon completion of excavation and prior to placement of gravel X�tHysten offore vering istiutio
absorptionrfield n
(Prior to backfill of any component ( iother, Specifys
Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Permission
ix hereby granted to the owner or his anent to performthe work indicated above in accordance with the Pitkin County Indivi3ual
Sews -p! Uispcsai Rc,iulations in effect on the date of issue. In addition to general provisions Oct forth or, the reverse her•�oi,
this Permit is subject to the following additional terms and conditions:
APPROVED FOR ISSUE BY (title) �f1�1
Tho bo
ave individual sevago disposal system installed by VVr �/V�r-I �' "e( I r'"'
has b' -en in:,pected for use by a representative of the Aspen iPit�Lnvlr-n—,n }iea C.. Dcp.�rtmtnt, Tho,,,rout as�,u—'tea arl
rc:;Ponslbiltty in c,:se of failure or inadequacy of ttlis :sewage disposal system. Complete as -built drawing ettached.
DATE O1 NAL IISPECTI N 2 _
BY: TITLE
130 South Galena Street Aspen, Colorado 81611 303/S20-5070
ASPEN*PITKIN ''
ENVIRMMENTAL HEALTH OEPARTtd1ENT
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIT
Name of OWNER A I W l k'T 7— PHONE
Address of OWNER
y^L. LI
0
Name of APPLICANT Lim CSL PHONE
RT TO BE. (/ Picked Up ( )Mailed tot TYPE OF PERMIT. ( )New Installation ( )Repair
PERMIT
( )Owner ( )Applicant ( )Emergency Use ( )Alteration NOT due to failure
LOCATION OF PROPOSED SYSTEMt
Legal Description / —t
Lot Block ' Filing Subdivision G% /�- L—.L< C ize of Lot �.. _ acres
44
SLngle Family Dwelling ( )Other: re; Do you plan any further additions to the
TYPE'OF STRUCTURE:
residence? ( )YES NO
/
No. o! bedrooms �' No. of Lofts-_ No, of Garbage Disposals [ No: of Automatic Dishwashers
No. of Automatic Clothes washers
MATER SUPPLY: '".Private Well, Depth or ( )Public, Name of System
( )Spring
( )Stream or Creek
TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
77Nseptic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Ineratlon Toilet ( )Mound
(*)Recycling, potable use ( )Recycling, other use ( )Vault Privy t )Other:
The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020. 8:30-9:30 a.m.)
before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained.
FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION
OF THE SYSTEM.
Application for an individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information
is true and that false informatiowill invali to the application and any subsequent perms ,
DATE
Signature of Applicant
his application becomes. invalid 12 months from the above date.)
NOTE: PLOT PLAN must be filed with this application.
Please locate the following items by measured distances:
1. Property lines and dimensions.
2. Proposed and existing water wells on subject property and
adjacent property.
3. Domestic water service lines.
4. Proposed and existing buildings, driveways, and other
Structures.
S. Streams, lakes, ponds, irrigation ditches, and other water
courses.
6. Proposed and existing individual sewage systems on subject
property.
SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO
BE CHANGED FROM ORIGINAL PLAN.
The undersign hereby acknowledges receipt of this individual sewage disposal permit application and a permit fee in the amour.
'v7,Jl1, , Receipt Number ICAO , Date Fee Received �� r / r� • by
of S
—T'r Admin strativo Officer
130 South Galena Street Aspen, Colorado 81611 303/920-5070
High Country Engineering, Inc.
923 Cooper Avenue
Glenwood Springs, CO 81601
303-945-8676 • FAX 303-945-2555
TO�'I l 1 NTi (� N
ATTN
We are sending the following: �erewith
❑ Photocopies Prints ❑ Documents
� JUN 3 0 1992
ENVIRONMENTAL HEALTH
ASPEWPITKIN
DATE (�e/30 // �-
SUBJECT 10 BLk f r1L' /
JOB NO.
❑ Under separate cover
❑ Mylars ❑ Shop Drawings
NO. OF
COPIES
ITEM
LATEST ITEM
DATED
REMARKS
vt L�
If material received is not listed above, kindly notify us at once.
Transmitted by:
❑ First class mail
❑ U.P.S. Next Day Air
❑ Federal Express
❑ U.S. Express Mail
❑ U.P.S. Std. Service
Messenger
❑ _Pickup
0 FAX
El
By:
July 24, 1992
Mr. Bob Nelson
Pitkin County Environmental Health
130 S. Galena
Aspen, Colorado 81611
E
!� JUL 2 7 1992
ENVIRONMENTAL HEALTH
e4SPEN/PITKIN
Re: Wirtz Residence
Lot 10, Block 1, Filing I, Little Elk Creek Subdivision
HCE File No. 92004.12
Dear Bob:
On July 7, 1992, High Country Engineering, Inc. personnel observed
the visible construction of the individual sewage disposal system
at the Wirtz residence. The construction appeared to be in
conformance with the intent of the design.
If you have any questions or need additional information, please
give us a call.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Tim thy P. Beck, P.E.
Prin ipal Engineer
TPB:cso
cc: Larry Leeper
923 Cooper Avenue • Glenwood Springs, CO 81601
Telephone: 303-945-8676 - FAX: 303-945-2555
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LOT 4
294.00'
-�� IRRIGATION DITCH
�A<,s ,l J
25' MIN.
TOE OF MOUND �`
r `�_ ��f o t/'
/
1000 GAL. CON C. GRAVEL BED
DOSING TANK05
;,
, �� .33 4
3' ��, r i �� 1�:' • ��.
�^ , • w
j
1000 GAL. CONC.
SEPTIC TANK
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;. �Q 1 �.,i=�' ��
� 1
jsn� i i` C 'lam711
LOT 10 Wlt_�_^
GRAPHIC SCALE
\ ;'\�
i.
ecvlllz
20 ° 10 20 ,o
z�; r
Q
;
;I L�� sir--
u�
( IN FEET)
_--_T-Ln
HOUSE
1 inch - 20 ft.
o°
�...- 111
a
�� %• � ". J" j �,, . , .� I ��w%
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ok
VICINITY MAP
�qY
SCALE: 1' 2000'
307.00'
LOT 11
SITE PLAN
TOE OF MOUND
SLOPE t
GENERAL NOTES
64't
1.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY
A
REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH
ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH
SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED
REGULATIONS.
40.0' .n
FILTER FABRIC 1.5
1.5'
2.
2 BEDROOMS
300 GALLONS/DAY AVERAGE
TOPSOIL450
BED OF 1 1/2" SCREENED
GALLONS/DAY MAXIMUM
1000 GALLON SEPTIC TANK
SLOPE
DROPO ROCK, 12" THICK
o ++
475 SQUARE FOOT MINIMUM GRAVEL BASE AREA
12"�
MIN.
/ / // / // / / / _�
M
GGALLLONFOOT
TANK.SAND BASE AREA
6000SQUARE
DOSINGMINIMUM
\i\�\�\�\�\�\�\�\�\�\ 3 S.
PUMP: 25-50 GPM @ 35 FT. HEAD
EXISTING GROUND\
3 �� /.
o
M
u)
3.
SAND FILL SHALL MEET THE FOLLOWING CRITERIA:
\\
EDGE OF SCREENED
ROCK BED
100% SHALL PASS THE #4 SIEVE (6. 4 MM) .
<10% SHALL PASS THE #200 SIEVE 0.13 MM AND SHALL HAVE A
UNIFORMITY COEFFICIENT LESS THAN 5 (D60/D10<5).
CONCRETE SAND AND MASONRY SAND WILL BOTH GENERALLY MEET THESE
DISTRIBUTION LATERALS 24" MIN. SAND
A \_ 1-1 PERFORATED PVC
CRITERIA. SCREENED SAND MAY ALSO BE ACCEPTABLE; SUBMIT SAMPLE
TO ENGINEER.
SAND FILL - SEE NOTES THICKNESS
2" SOLID PVC FROM DISTRIBUTION
DOSING TANK LATERAL
FOR MINIMUM BASE AREA
4.
CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100
FEET ALONG THE HOUSE SEWER UP TO THE SEPTIC TANK.
SECTION A-A
PLAN VIEW OF MOUND
5
RINSTALLING
THE ALL
LSYSTEM L BE EPRIOR IBTOE
COMPONENTTSCOFRTHIS THE ABSORPTION AREA WATER
4' X 4'
N.T.S.
N.T.S.
TIGHT TO PREVENT] NF I LTRAT I ON.
TREATED
POST
6.
TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW
LANDSCAPING.
ELEC, JCT, BOX 2' AIR VE��T
7.
INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO
WITHIN ONE-HALF FOOT OF FINAL GRADE.
RISER(S) TO
GROUND SURFACE
8.
LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG
AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
CAULK/SEAL
9.
LOT DIMENSIONS AND TOPOGRAPHY PROVIDED BY OWNER.
INLET
10.
PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM MOUND
FILL AREA USING DRAINAGE SWALES AS NECESSARY.
DRILL 1/4'0 HOLES 30"
ON CENTER FOR ENTIRE
z 2' FEEDER '_INE TO
LENGTH OF ALL LATERALS 1-1/2' PVC LATERALS
MOUND, SLOPED AT
`?E-N/ FlTKtN
1/8` PER F"", MIN,
N
..
15 15
�-
£,> z O � hkENTAL HEALTH
'ALARM'
QUICK DISCONNECT
OR UNION
" E
2 PVC MANIFOLD
(SOLID)
�• PI( )
s�opf NOTE:_
A.
ALL PIPING MUST DRAIN
'❑N'
BACK TO DOSING TANK
ARPROVED' a_
COIL AND TIE AN
ADDITIONAL 10' OF
5LOPE
iv WEIGHT WIRE FOR PUMP
REMOVAL
HOLES ON BOTTOM
OF LATERAL
OFF
S34
00 0 0
SLOPE
N0. DATE REVISION I BY
NOTES:
LARRY LEEPER
1. SWITCHES TO BE MERCURY TYPE.
PITKIN COUNTY, COLORADO
2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TALK.
(CISTERN)
2" SOLID PVC FROM
INDMDUAL SEWAGE DISPOSAL SYSTEM
,-
3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION.
DOSING TANK
LOT 10, BLOCK 1, FILING 1
LITTLE ELK CREEK SU B D
DOSING TANK ARRANGEMENT
PIPE LATERAL LAYOUT
FM , wc. .
=COUS9AVBVlJE
N.T.S.
GLI NWOOD 8PF&M Co 81601 DES. TPB CK. FILE N0. SHEET ,
N.T.S.
\12LEEPER
(3OGS) 945-8676 DR. HMS DATE 6/29/92 92004.12 OF 1