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Please See Building and Land Use Approvals Files for additional information.
ASPEN♦PITKIN
ENVIRONMENTAL HEALTH DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL PERMIT NO.� 9 O�3H
TYPE OF PERMIT:
(A Initial Construction ( )hmrgoncy Use 1 )Repair work,(Pievious Permit 1 .) ! )Alteration of an existing system,
or installation (Previous Permit 1 ,)
( )Use Permit as a result of Sale 1 )Othori
ISSUED TO:
DATE OF ISSUE
Owner A71i4-P- Home PhonegZ3-&133 Business Phone
?!ailing
Address PdI (brg La•Z6Z �'byunlA.65 kh1_ I"f CD Wl111'�
Ma il.ing
Address
Sewage Disposal System Work to be performed by _IT n x 6+ory-
This permit valid only for premises location by the following! legaldescriptiont* N Nw�J 4t7 Z"Jy ) ?!7 3
L.)f St1E Z•5 Q-t(t5 NATER SUPPLY Pr! i(O- C Wc,l1 AVERAr..E PERCOLATION RATE
This
J -,-
This Individual Sewage Disposal Permit is granted with regard to the following us*: -5* 6"l(,'.
Rvabor of, Dodreoms I Lofts I Garbage Disposals D Dishwashers_ Clothes Washers '1�_.
CALCULATED AVERAGE DAILY WASTE LOAD Z-1 5-
GALLONS?VIII,-k low �Ibvv w�1.1)nq VUtRivu
THE NATURE OF THE SYSGT,L':f INCLUDED UNDER THIS PERMIT:
'owL) b tend �1 I.t..+-� .
rypa of Tank or Treatment Units ltPtA C AtIL Tank Capacity 11 b _ _Callon Minimum
method of final Disposals EvA.poTrArlsPira, on *_8AbsorptioD Area 12 5D square Fect minimum _
Deacription (including brand name, if any) of other equipment or•appurtnsncess
p4jon uAcr On t'T &-J
(i hX+11- 6 4o�A- low - Flow
W"t r nv.4w 4-o 1,z_; v) tsi9ul.cd on liotA X +o a tasu.rd a.&KAJ MLS -
,,c S�
.Other Conditions or Speciattonst
I`o irlbtallt aetor,Cidlo� to �1ar15 arid 51aci�icat,on5 of ScYlr)uusal', (5`'"`„ a
�a�Fcd 8 0. r
S�STA �REQUIRINGl w -S �lovv
IO XB THE HHEALTH DEPARTMENT e 5 OFI 1 LC �/ O W✓ll tom,
1 )Refere Excavation (Upon completion of excavation and prior to plsGement of gravel 4)O Defoce rnvering distribution
L ,n,rr .L. �Isy-s Item of nb,s,fforptien field
Prior to backfill of anIy!component (Other, Specify) torriel_•[+l. W (k i V15AA-1LIt_.1 Orn UrAI iLQ,_r
Plans and specifications of the proposed sewage disposal syntem have berm—reviewed and are eonstflered satisfactory. Pernlsaton
is hereby granted GI tin,, Owner or his agent to perform the work indicated above in accordance with the Pitkin County Individual
Srca;c Ulspesal Revnlatiom in etfm:t on the d.,te of issue. In addition to general pravistens set :orth on Lu. .everae Letaei,
this Permit is subject to the following additional terns and conditions! .
APPROVED FOR ISSUE BYC / Aspen/Pitkin Environmental
✓�. -� (title) Health Officiar
TI•.r ahove tmtividual sewage disposal system Sn3talled by
iwra b, en la q.: cte(l 1.)r usery a raper ac ntat the r.( tins Alpe.. i'tt an Liv .n.. etJL ticalcincncy.,rtm. tic. T1,.• .mons',awme arl
rwctwn;.ULILLy in case of failure or load yvacy of th v sC,u di Oa 1 ayatem. COrplrto as-LullL drawing attached.
DATE OF FINAL INSPECTION-wa�_
- ' Aspen/Pitkin Environmental
BY: ( � �L �NGt� M /,Q��,(,Tt /I.kJ TITLE Health Officer
/op G 130 South Galena Street Aspen, Colorado 616'li 30W920-5070
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Name of
Address
0 ASPEN40PITKIN •
ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT
OWNER -rt p� '��- A, S06A�V PHONE 90-S-6 133
of OWNER
MA
/6l5
Name of APPLICANT N:;ez0celcL Q. ! ),N',,4 ", PHONE 9a3-6133
PERMIT TO a ly)Picked UP ( )Nailed tot TYPE OF PERMITS At
Installation ( )Repair
( )Owner ( )Applicant . 1 )Emergency use ( )Alteration NOT due to failure
LOCATION OP PROPOSED SYSTEMS
Legal Description SEq,-
Block Filing Subdivision Sire of Lot
TYPE OF STRUCTURE, lole Family Dwelling ( )Others Do you plan any further,ddltlons to the
/\ residence? ( )YES NO
Mo. of bedrooms_ No. of Lofts_L No. of Garbage Disposals -' O — Ro: of Automatic Dishwashers \
No. of Automatic Clothes Mashers 1
MATER SUPPLYs �y,,ti►rivats Mall, Depth NOT 14.NDW or ( )Public, Name of System
I )Spring
• ( )Stream or Creek
TYPES OF INDIVIDUAL SENACE DISPOSAL SYSTEM PROPOSEDS '
"ptic Tank/Absorption Plaid ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineratlen Toilet ( ):bund
( )Recycling, potable use ( )Reeyclinq, other use ( )vault Privy ( )Others
The 'initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020, 8:30-9:30 a.m.)
before • permit can be Issued. The individual savage disposal perait must be issued before • building permit can be obtained.
FIRM. INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEM/PITAIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION
OF THE SYSTEM.
Application for an individual avaga disposal permit is hereby submitted. The undersigned acknowledges that the above Information
IS true and that false info ti n vi Fl Invall at th application and any subsequent it
signature of Applicant {,/ DATE /
( bis application becomes. inval 3 a the 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 undersigned hereby acknowledges receipt o this Individual swage disposal perm a 1 tion and a mit fee in the amount
of T �-�CJV op Receipt Number , Data fee Received �.by t'l�
Adminli native Officer
3 130 South Galena Street Aspen, Colorado 81691 303/82"070
2g. E
@NVELOP 1
30' 0"
SETBACK
•
Ow ' rQ7
197.67•
_
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@NVELOP 1
30' 0"
SETBACK
•
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197.67•
PITKIN COUNTY ENVIRONMENTAL HEALTH
Field Test Data Sheet on Percolation Test
PROPERTY OWNERLdt[nA(.ic YID - PHONE
MAILING ADDRESS
LEGAL DESCRIPTION OF PROPERTY 5L /1f If- NW X19 6� 5z3 TM, 03 V-1
LOCATION OF TEST HOLES
Three (3) test holes required per system � L �Si- n� Yui Y) _ K'n�
•^U4 WA
Test Hole Depths (24" minimum) nL+ 4 f�-�
Diameter of Test Holes
Water remaining after 8 hour soak
TEST HOLE No.1 TEST HOLE No. 2 TEST HOLE No. 3—
Drop 3-
DropTime Drop Time Drop Time
Percolation Rate Each Hole
Average Rate
Comments on soil r site:, z �I i ^U�1 �¢I _ I i1_ j
✓�r��� lv
Signature T
Date
EDGE OF EXISTING ROAD
50' LAKE SETBACK LINE
•�
•
PROPERTY LINE
10' PROPERTY LINE SETBACK LINE
50' LAKE SETBACK LINE
TOP F BED_9.33 - PROP. CONTOUR
BOTTOM OF BED= 9 - _ EDGE OF EXIST. ROAD 9
9
DISTRIBUTION LINES
98 r- i (Typ.) OUTSIDE EDGE OF
PROPERTY LINE
SWALE TO DAYbw
AIR VENT
OUTSIDE Er OF BED - � � � � - � � � \- � � \
j = = \ i TBP OE BED=99.33 \ \_
BOTTOMZ7 -BED = 97.50
1OO - L _ AIR VENT INV DIST. PIPE=9 58 B S O' F CLEAN OUT
DIA. PVC (ASTM03 344 \
FOOT SLOPE \ 700
i
AT TEL -=98.68_ BUILDING E/✓VEL OPE
BOTTOM OF SWAL
HEADER PIPE
00
120' BUILDING SETBACK LINE -
\ ,�• 100
750 GALLON
N�E. SEE BED PLAN FOR PROPOSED CABIN
DE f �R P/NG SCHEDULE \ COBE SEPTIC TANK
AND B D/MEASr9�llNG OTTOM O� W =98.88
\ \ 4" D PVC -(ASTM 3034) \ l
® 1/4" PER fC767 SLOPE
(751% C4LCULATED�F_\
_
\ \ \ \33.84' R,/N)) 5 O h 7
10' PROPERTY LINE SETBACK lNE \ N . 0,TEE = 10 1. 22
J JO \ \ \ \ \ \ l 4" DIA TM 3034) SLEEVED
CLEANNU� \ \ l ` IN CAS g1FE ® 1/4'%FT. SLOPE
\ \ \ \ \ INV. OUT = 102E
\ \ / NOTE: LOCATE CLEAN OUT /N UTILITY ROOM
\ \ \ BU/L&(NG ENVELOPE \ l /
INV. OUT = 101.561 /
\ \ IV�E. FIELD AND TANK LOLg4T(O MAY
\ \BE FT€LD ADJUSTED TO BEST F17 E l \
SITE ALONG AS SET BACK RE IREMECVTS
\ \ \
-,,,ARE MET
\ \ \ NNE, FIBERGb45'S SEPTIC TANK MAY BE
\ \ SUBSTV,JTED FOR WNCRETE, HOWEVER, THE l /
\ \FOCL0WLED�R /NSTAS MUST BE
LLAT704� TONACCOMMOD47
\ THE MGH GRO WATER COVIT/ONS. (IE.,
\ 154NK MUS`T�BE P ERL Y RESTRAINED AGAINST
FLN-TAT/ON ASR AND�DUR/NG INSTALLATION AND \ l \
OPERA ft1, \ \ \ \ ' - _/ jOs
\\ \ AC
770 4' P
�\ \\ \ ��
45
WYE
LAP LINER 1'
- - EX/SANG GRADE � \
2:1 SLOPE �
RNISHED GRADE
PROVIDE SWALE TO DIVERT -
RUN -OFF AROUND E. T BED
3'
5
24'
_ SANDY TOPSOIL VARIES
- - - - - - 6" A7 CENTER
ZfpOM
TO 2" AT EDGES
7" WASHED SAND
LINER BOTTOM OF BED TO BE-/
CONSTRUCTED /N NATURAL
GROUND, BELOW TOPSOIL
x200'
L�-
4" PERFORATED PVC
SLOPE 0%FT (TYP.)
BOTTOM OF BED SHALL
BE LEVEL 0. 1't, SCARIFY
BEFORE PLACING ROCK
SECTION A A
SCALE 10= 3'
53.00'
2.00'
4" PERFORATED PVC
SLOPE O'%FT. (TYP.)
trrAIR VENT (2 REQLD)- - - - -
§TE DETAIL
3'
v_�
MIRAR FABRIC
OR 4" OF STRAW
,-2:1 SLOPE
- LAP LINER 1'
LINER
13" OF 1/2" TO 2 -112 -
CLEAN ROCK
�o - ry
4" PVC FROM
� SEPTIC TANK
4" SOLID WALL PVC
EVAPO- TRANSPIRA TION BED DETAIL SLOPE 0""/FT.
SCALE 10= 10'
4" TEE, DO NOT GLUE
4" AIR VENT
0
N
PLUG SANDY TOPSOIL VARIES
FROM 6" AT CENTER
TO 2" AT EDGES SEED TOPSOIL
- 45 W
E1BOW 7 r�
FLOW
\ \ FLOW TO - ILjljt FROM
DESIGN CALCULATIONS: \ TANK OUSEPTIC
(OR TO TANK)
1. NUMBER OF BEDROOMS=1.5 � FILL D)
_
NUMBER OF PERSONS/BEDROOM=2 _ CLEAN-OUT DETAIL
75 GALLONS/PERSON/DAY / d I /l �w 107
_� -
Q= 1.5x2 ,75=225 GPO PLS l N V
2. FOR 1 BEDROOM HOUSE, PROVIDE 1-750 GALLON
SEP77C TANK
DEPTH TO GROUND WATER 1'-2'
PERCOLAAON RATE= (GREATER THAN 60 MPI)
LOADING RATE= USE 0.135 GALLONS/SF/D14Y .i
J. REVISE AVERAGE DAILY FLOW FOR LOW USE WATER FIXTURES.
0=225-(25)225= 168.75 GPD
4. TO MINIMIZE CONFLICT WITH GROUNDWATER AND FACILITATE' NO
PERCOLATION, PROVIDE AN EVAPO-TRANSPIRATION (LINED) TYPE
SYSTEM.
A= (Q)/L. R.
A= (168.75)/0.135= 1250.00 SF
LENGTH= 53.00 FT.
PROVIDE 1 BED 53' LONG x 24' WIDE
SCALE: 1"=10'
GENERAL NOTES:
1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REOUIREMENTS, ETC.,
SHALL COMPLY WITH THE P/TK/N COUNTY INDIVIDUAL SEWAGE DISPOSAL
SYSTEM REGULATIONS.
2. THE ET BED SHALL BE CONSTRUCTED SO THAT THE BOTTOM /S LEVEL
t/-0. 1'. PLACE BED IN NATURAL GROUND; NO PORTION OF THE BED SHALL
BE PLACED IN FILL.
3 PROVIDE ADEQUATE SURFACE & SUBSURFACE WATER DIVERSION TO ASSURE
7HAT RUN-OFF DOES NOT ENTER THE EVAPO-TRANSPIRATION BED. IF
SUBSURFACE WATER /S ENCOUNTERED, NOTIFY ENGINEER.
4. STONE SHALL BE 1/2" TO 2 1/2" SCREENED ROCK.
5. SAND SHALL BE 0.5 TO 1.0 MM EFFECTIVE SIZE WITH A UNIFORMITY
COEFFICIENT OF 4 OR LESS. PROVIDE SIEVE ANALYSIS TO ENGINEER FOR
REVIEW.
6. THE RECOMMENDED BED SEEDING /S BLUE GRASS AT 4 TO 6 LBS/1000
SQ.FT. ALL 07HER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED
WITH NATIVE GRASSED TO PREVENT EROSION.
1-
}` SAND STRATA M/RAF/ FABRIC
° CPO
4" PERFORATED PVC
DISTRIBUTION PIPING ROCK MOUNDED
e ABOVE PIPE
PERFORATIONS
OL ROCK STR4 TA
........................................._...............................................................................................................
AIR VENT DETAIL
SCALE- 1"= 1'-0"
7. THE LOCATION OF THE BED MAY BE ADJUSTED IN THE FIELD TO BETTER FIT
THE SITE, PROVIDED ALL SETBACKS ARE MET
8, DRAIN HOLES /N 4" PERFORATED PIPE TO BE AT 30" SPACING (2 HOLES
PER SPACING, 7/32" DIA. LOCATED DOWNWARD). (USE OF ASTM 2729
STANDARD LEACH FIELD PIPE ALLOWED.)
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.
11. THE LINER SHALL BE PLACED IN A MANNER WHICH WILL PREVENT INJURY TO
SCUFFING, PENETRATION BY FOREIGN OBJECTS OR DISTRESS FROM ROUGH
SURFACES.
12. A HYPALON LINER WITH NO FIELD SPLICES /S SPECIFIED TO PROVIDE
PROTECTION TO THE GROUNDWATER IN THE AREA. THE USE OF VISQUENE
SHALL NOT BE ACCEPTED. FACTORY SPLICES ARE ACCEPTABLE. IF SPL/CES
MUST BE MADE, MANUFACTURERS REP SHALL BE ON SITE TO MAKE SPLICE.
BED LINER /N 1" OF SAND
(TOP AND BOTTOM)
13 CAST IRON PIPE OR 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
OU7LET ENDS.
14. 77 -IE 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.
15. THE Pl1KIN 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.
16. SITE PLAN SUPPLIED BY OWNER AND SUPPLEMENTED BY ENGINEER. OWNER AND
CONTRACTOR TO VERIFY CONSTRUCTION PROPOSED WITH EXISTING CONDITIONS
PROPOSED GRADES SHOULD BE VERIFIED WITH EXISTING SUCH THAT THE FIELD
WILL NOT BE CONSTRUCTED IN FILL AND SUCH THAT TANK AND LINES ARE NOT
ON THE SURFACE.
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