HomeMy WebLinkAboutpitkin.eh.264536100002 (1991)sF y ASPEN#PITKIN -00 -read
ENVIRONMENTAL HEALTH DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL PERMIT N0. ''{
TYPE OF PERMIT:
( )Initial Construction ( )Emergency Use ( )Repair work,(Pievious Permit i .) ( )Alteration of an existing system,
or installation (Previous Permit 1 )
( )Use Permit as a result of Sala ( )Others
ISSUED TO: DATE OF ISSUE.
OwnerDCK 40PA -� Rome Phone ca-Vr Business Phone
Mailing
Kr,< i51%FCA) &CA-7y
Agent �`?Ti %Iji� �u�D�Q Phone
Mailing
Address
Sewage Disposal System Work to be performed by
This permit validonlyfor premises location by the—following legal descriptions
LOT SIZE 3S /'t 1� S , WATER SUPPLY— JtX JMASI� ( . 11VEMf:E PERCOLATION BATF.
This Individual Sewage Disposal Permit is granted with regard to the following uses
Nutabcr ofs Dodicoms Lofts Garbage Disposals__ Dishwashers Washers n� J/}-�/_`.
CALCULATED AVERAGE DAILY WASTE LOAD 3 5CALLONSr� `TW� f C/� ��NJ�/L 1%/Z I /QN�
THE NATUF.E OF THE SYSTEM INCLUDED UNDER THIS PERMIT:
ypr of Tank or Treatment Unit: SE 7 jC- f A "' K- Tank.Capacity Callon Minimum
_r.hod of Final Disposals �yi,+. JUA�S�Q�o� Absorptiop Brea � Square Feet Minimum
_scription (including brand name, if any) of other equipment or appurtnancess
APPNED (Aq-Tj�C
or Specifi tionssALL 1'MAIS his"--P,��f ����dr"'� �'" " ° �Yl,'
:thcr Condition
ulin�G' � ` �+N►� r,e C- pvN,f�'t�vE QVC D _'I /V 7ST "
STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT:
(
)Before Excavation ( )Upon completion of excavation and prior to pl^aodementd of gravel ( )acforc covering system of absorptioarfieldon
( )Prior to backfill of any component Other, Specifys
Plans and specifications of the proposed sewage disposal system have been reviewed and are eon9idered satisfactory. Permission
ie hereby granted to ttie owner or his agent to perform the work- indicated above in accordance with the Pitkin County Individual
sewa;c Disposal Rc,iulations in effect on the date of issue. In addition to general provisions ect forth on the reverse her=ef,
this Permit is subject to the following additional terns and conditions:
Aspen/Pitkin Environmental
A
�Mealth Officer
APPROVED FOR ISSUE BY• d (title)
The ahive individual xe,a>lo disposal aystca installed by -
hes lx•cn ln::{>cctcd Eur use by n rcprescnc.+civc cf the Aspen i,it in £nvlronmt•nta lied t.. Dep•+runent. Tho ,wnur
renponsibil>.ty in case of failure or inadequacy Off""th )a se;7'
disposal aystem. Complete as -built drawl ng attached.
DAT:L�' INAL It 'PEC I . �..
��jti..- TITLE',�jic/��E/JCC
- At'130 South Galena Street Aspen, Colorado 81611 303/520-5070
15* -0
ASPEN*PITKIN
ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT
Name of OWNER V t C, V, 0 (jai rJ (7dalf LL PHONE
Address of OWNER �✓0X i �I �`iPE'►f , %������ 1 -
Name of APPLICANT �'!!,� i`T L �� UC�►��Zs, �J fiUPI a r- PHONE
PERMf� T TO HE: (Picked Up ( )Mailed to$ TYPE OF PERMIT: (XfNew Installation ( )Repair
( JOwner ( )Applicant . ( )Emergency Use ( )Alteration NOT due to failure
LOCATION OF PROPOSED SYST£Ms 4
Legal Description � aG7 r 3UI10"017P4 7+ pw10 Olt; W' O� MW -I �7 *f���rnJa/�9'iAOT� P-�• l� 5 � W
Lot 17 �7"rly, If�►�L Block Filing subdivisionysV�i zrl 1 _ ze Siof Lot cy---
cre
s
rYPE'OF_STRUCTURE: ( r
single Family Dwelling ( )Other: residence? ( )YES you plan any further _Ndations to the
(O j
ft. of bedrooms /� reNo. of Lofts l.' No. of Garbage Disposals i No: of Automatic Dishwashers 1
No. of Automatic Clothes washers
(PATER SUPPLY: ( )Private Well, Dcpth or ( )Public, Name of System
( )Spring
( )Stream or Creek
TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED$
(septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound
)Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other:
In
The initial site inspection must: be arranged with the Aspen/Pitkin Environmental Health Department (925-2020. ean0bc•obta. .)
before a permit can be issued. The individual sewage disposal permit must be issued before a building permit
FINAL INSPECTION APPROVAL MUST HE 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 info�i�mation ll�,i/{�validate the application and any subsequc /permit. t I i
Signature of Applicant / „� �i'p'�- DATE
(This application becomes. invalid 12 Avonths 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.
d ereb acknowledges receipt Of. this i dividual sewage disposal perms li tion and a perms Qe in the amount
The underaigr YY1 15 y f�C7
Ot = j Receipt Number , Date Fee Received b
f� Administrative Officer
130 South Galena Street Aspen, Colorado 81611 303/920-507x:
IW I Urallu Hvellue, oulm CC
Glenwood Springs, Colorado 81601
(303) 945.1004 (303) 925-6727
Fax (303) 945-5948
April 19, 1991
Mr. Bob Nelson
Pitkin County Environmental Health
130 South Galena
Aspen, Co. 81611
RE: Lindenau Property, Snowmass Village, Colorado
Dear Bob:
Schmueser Gordon Meyer has been retained by Scott Lindenau to design
an Individual Sewage Disposal System for a single family residence that
he is proposing to construct in Snomwass Village, Colorado. Due to
physical constraints on the site itself, percolation and profile data
cannot be obtained until equipment is on site and ready for excavation
of the foundation. Therefore, design of a detailed disposal method and
location cannot be made until this time. Mr. Lindenau will be seeking to
acquire an excavation permit at the same time as acquiring a permit for
an Individual Sewage Disposal System. Obviously, finalization of the
Individual Sewage Disposal System permit cannot be made until after the
excavation for the residence is well under way.
If you have any questions or comments, please don't hesitate to call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
G
Je� S Simonson, P.E.
JS/ja999
I
M;
lon
%0r
STUDIO i / / It l ' \--EXISTING CONTOUR (T)P.)
\ \ FF 8Z52.5 -g760 LIVING ROOMFF 6761.5
/ 4" PVC SEWER PIPE
ASTM 2729, SLOPE
MIN. 1/4%FT.
/ 1
\ \ 4" PtC SEWER PlP
ASTM 272 �, SLOPE ® 7
N. 1/4"I, r
6755 �0�
DRAINAGE SWALf (TYP.)
\ \ - 8750
I
PROi
/ / 7
\
8745 / 1. BED AND SEPTIC TANK MAY BE FIELD
\ \ ' / / / i ADJUSTED TO BEST FIT THE SITE PROVIDED
MINIMUM SETBACKS ARE MET AND ENGINEER
AND PITKIN COUNTY ARE NOTIFIED.
2. ONLY STRAIGHT RUNS OF SEWER PIPE ARE
8�0 s B�go 8140 3y 8, 30 8175 8120 ALLOWED. LOCATE CLEANOUT AT EACH HORIZONTAL
�s a,
SI TE PL4/V'
SCALE: 1" = 20'
CONTOUR INTERVAL = 5'
EXISTING GRADE
/
Drawn by: DLIC
Dote: 9/16/91
Appr by JSS
3'
6'
_y
3'
SANDY TOPSOIL VARIES
MIRAFI FABRIC
��
FRDA,' 6" AT CENTER
OR 4" OF STRAW
i
TO
2"' AT EDGES
\
2.1 SLOPE
f7NlSHEO CRADE�
� f
/
STUDIO i / / It l ' \--EXISTING CONTOUR (T)P.)
\ \ FF 8Z52.5 -g760 LIVING ROOMFF 6761.5
/ 4" PVC SEWER PIPE
ASTM 2729, SLOPE
MIN. 1/4%FT.
/ 1
\ \ 4" PtC SEWER PlP
ASTM 272 �, SLOPE ® 7
N. 1/4"I, r
6755 �0�
DRAINAGE SWALf (TYP.)
\ \ - 8750
I
PROi
/ / 7
\
8745 / 1. BED AND SEPTIC TANK MAY BE FIELD
\ \ ' / / / i ADJUSTED TO BEST FIT THE SITE PROVIDED
MINIMUM SETBACKS ARE MET AND ENGINEER
AND PITKIN COUNTY ARE NOTIFIED.
2. ONLY STRAIGHT RUNS OF SEWER PIPE ARE
8�0 s B�go 8140 3y 8, 30 8175 8120 ALLOWED. LOCATE CLEANOUT AT EACH HORIZONTAL
�s a,
SI TE PL4/V'
SCALE: 1" = 20'
CONTOUR INTERVAL = 5'
EXISTING GRADE
/
Drawn by: DLIC
Dote: 9/16/91
Appr by JSS
3'
6'
_y
3'
SANDY TOPSOIL VARIES
MIRAFI FABRIC
��
FRDA,' 6" AT CENTER
OR 4" OF STRAW
2: 1 SLOPE
TO
2"' AT EDGES
\
2.1 SLOPE
f7NlSHEO CRADE�
PROVIDE SWALE TO DIVERT
RUN-OFF AROUND E. T. BED
7" WASHED SAND
4" PERFORATED PVC
10 mil PVC LINER
SLOPE 0'/FT. (TYP.)
BOTTOM OF BED
SHALL
BE LEVEL 0. 1 f,
SCARIFY
13" OF 1/2"
TO 2-1/2"
BEFORE PLACING
ROCK
\ CLEAN ROCK
BOTTOM OF BED ELEVATION
SHOWN ON SITE PLAN.
'- BOTTOM OF BED
TO BE
CONSTRUCTED IN
NATURAL
GROUND, BELOW
TOPSOIL
SECTION
A A
SCALE: 1"=
3'
ENGINEERS
SCHMUESER
GORDON MEYER INC.
TRACT 3
SURVEYORS
CONTOUR (7YP.)
4" PVC -
FLOW TO
TANK
AND/OR VERTICAL CHANGE IN DIRECTION.
J. SITE PLAN SUPPLIED BY ARCHITECT SUPPLEMENTED
8Y ENGINEER.
0
�i
SANDY TOPSOIL VARIES
FROM 6" AT CENTER
TO 2" AT EDGES
-r'�ii* -Tr•-,
j S4ND
o Q , 4" PERFORATED PVC -
r DISTRIBUTION PIPING
ROCK
CLEAN-OUT DETAIL
4" DWV COPPER TEE, DO NOT SOLDER
4" DWV COPPER AIR VENT
SEED TOPSOIL
J /RA TA MIRAR FABRIC
0
0 o'
ROCK MOUNDED `4
ABOVE PIPE
PERFORATIONS
STRATA
' - 10 mil PVC LINER
AIR VENT DETAIL
SCALE I"= V-0"
SATO WMA SS
S� 1001 GRAND AVENUE, SUITE 2-'E �� J� j��� RESIDENCE
GLENWOOD SPRINGS.- C�}OLLORADO 81601 1
S�fiMUFSER�, ASPS ,945-1004 COLORADO (303)'925-6727 8
CORDt~I,N.• MEYEiz PITKIN COUNTY
COLORADO
CONCRETE REINFORCEL
WITH 6-6 10-70 MESH
FLOW
r- FROM
HOUSE
4" SOLID WALL PVC
SLOPE d%FT.
r
4" PVC FROM
DISTRIBUTION BOX
REVISION
2 0"
2.0"
GENERAL NOTES.-
7.
OTES:7. . All materials, installation practices, setback
requirements, etc., shall comply with the Pitkin County
Individual Sewage Disposal System Regulations.
2. The E.T. bed shall be constructed so that the bottom is
level --/-0.1 inches. Place bed in natural ground; no
portion of the bed shall be placed in fill
J. Provide adequate surface water diversion to assure that
runoff does not enter the evcpo-transpiration bed.
4. Stone shall be 1/2" to 2-1/2 screened rock.
5. Sand shall be 0.5 to 7.0 mm effective size with c
uniformity coefficient of 4 or less.
6. The recommended bed seeding is blue grass at 4 to 6
lbs/100 sq.ft. All other areas disturbed by construction
shall be reseeded with native grosses to prevent erosion.
7. The location of the bed may be adjusted in the field to
better fit the site, provided all setbacks are met.
8. Piping in system shall be standard perforated sewer pipe.
ASTM 2729 -Sewer and Drain Leochfie/d Pipe.
9. 4" PVC tees .should not be glued to enable observations of
water level in system and to remove excess salts
accumulation or surplus water, if necessary.
70. Use risers as needed to bring septic tank access hatch
within 6" of finished grade.
71. Cast iron pipe of equal strength or other pipe properly
supported to prevent failure by settling shall extend
from tank for a distance of at least five feet (5) from
the inlet and outlet ends.
12. The Contractor and Owner shall take whatever measures
are necessary to assure that (a) septic tank and sewer
lines are completely water tight, and (b) the system is
to be installed to prevent freezing of all pressure and
gravity sewer lines.
I3. The Pitkin County Environmental Health Department and
the Engineer shall be notified when construction
commences and kept abreast of the construction progress
so that sufficient inspection can be performed to assure
conformance with these plans. Provide a minimum of 48
hours notice to each.
DESIGN CALCULATIONS
1, 4 BEDROOM HOME, ASSUME 2 PERSONS/BEDROOM AND 75 GPCD.
2. DETERMINE FLOW
Q = (2)(4)(75) = 600 GPD
4. SEPTIC TANK SIZE FOR 4 BEDROOMS = 1250 GALLONS
4. ALLOWABLE LOADING RATES:
EVAPO-TRANSPIRATION.• USE STANDARD ET RATE FROM 32 PAN OF
0.135 GALLONS/S. F./DAY
5. DETERMINE BED SIZE:
FOR EVAPO-TRANSPIRATION:
Q = 0.135(AREA)
A = 4444.44 S.F.
ALLOW 25Z REDUCTION FOR WATER SAVING FIXTURES:
A = 4444.44 * 0.75 = 3333 S.F.
USE 3 - 12' X 93' BEDS, EFFECTIVE AREA = 3,348 S.F
ASPEN/PITKIN
ENVil"OolMENTAL HEALTH
O�
APPROVED: y'/ o
AlR VENT (2 REQ D) 4" PERFORATED PVC T
-SEE DETAIL SLOPE 0'1/FT. (TYP.)
El/APO- TRANSPIRA TION BED DETAIL
NOT TO SCALE
DATE BY
INDIVIDTIAL SVA GE
DISPOSAL SYSTEM
Job No. 90162
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Drawn by: DLIC
Dote: 9/16/91
Appr by JSS
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W