HomeMy WebLinkAboutpitkin.eh.272929303003 (1990)zq 3 - 0 5 - 00 .3
ASPEN*PITKIN gC> g ( `aC' {/1 Ly,
ENVIRONMENTAL HEALTH DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL PERMIT NO.
TYPE OF PERMIT:
(Initial Construction ( )Emergency Use ( )Repair Work,(Pievious Permit
or installation
( )Ute Permit as a result of Sale ( )Others
ISSUED TO:
OwllerbA& L 4 �l�Io JA.YYI - Home Phone �iI
Address Ci 54y-te.+ LoneVy1Oy '
Agent_
Ma i l.in g
Address
Sewage Disposal System Work to be performed by
This permit valid only for premises location by thaolloywing legal en
cri
3 + 0.C,re 5 r WATER SUPPLYS, vW Ran
Tp'j` S[ZE
This Individual Sewage Disposal Permit is granted with regard to the follow
Ntrabor oft Dedreoms Z Lofts,— __(�.-- Garbage Disposals__
CALCULATED AVERAGE DAILY WASTE LOAD 'AVS GALLO
TIiF NATUtE OF THE SYSTEM ICNCLIJDEED/ IT. DER THIS PEM=:
Types of Tank or Treatment Units C "^
I4tt.hod of Final Disposals a-b�or vn (/Q,(�j Absorptiop
Occcription (including brand name, f any) of other equipment or appurtnancess
R C6 5� - z. Lc=oy e k fi,&cd- b"da a�
.
Other Conditions or Spccificatlon s To t2C v75.-i-zy Ltj fe-A Te A�
4ct
IRING INSPECTION BY THE HEALTIT DEPARTMENT:
BI -
( )Alteration of an existing system,
(Previous Permit 1 )
OF ISSUE
iness Phone
Phone
n: WE F-.3
AVERAGE PERCOL4TION BATF.
uses �—
shwashers^� Clothes Washers
Capacity VlJ U _Gallon Hinlmua
Square Feet m
Minimu
M � � 5, rn,�.cs�t, Gori-�.-
j ��•
�6
SIAGF.S REQU
f wcring distribution
( )Before Excavation { )Upon completion of excavation and prior to plt+Cement of gravel system of absorption fil:ld
(Prior to backfill of any component ( ;Other, Specify:
plans and specifications of the proposed sewage disposal system have been nevi
in hereby gra;acd to ti,c owner or hie agcnr to p-rtorm the work indicated abov
5 a•;r Disposal Rc-nilations in cff-:t on the d.,tc of i-t,ue. /i a,ldtt.on to ge
this permit is sul.ject to the following additional terms and conditions:
APPROVED FOR ISSUE BY
1.+s ia�L. <clYa e I-- --
---Q ——.— — ___, ec�tac tvc -,f
for us.c by . rcprr,•
re ;rons_Lil ty in c ae of tailuru or lnad-quacy of u� ae aqe d:eparal systc
DATEOF INAL I1SPPCT ON --
cd and are ecnsidcrcd satisfactory, perninsi.on
in a_cordancewith the Pitkin County lndivival
ral provisions _.c :'ort;-, or: - -"%! .Over" 1!et-0i,
(title)
Aspen/Pitkin Environmental
Health Officer
Il: a[c ticp.tr a^,:nt. Th. „vnur nr�au.*1i'7 a
Cct<•pletu as-Lullt drawing attachod.
TITLE
130 South Galena Street Aspen, Colorado 81611
Aspen/Pitkin Environmental
Health Officer
303/920-5070
ASPEN*PITKIN
ENVIRONMENTAL HEALTH C
APPLICATION FOR AN INDIVIDUAL SEWAGE
Name of OWNER 1)At-Y, Ii
Address of OWNER
Name of APPLICANT
PERMI_ T TO BE: ( )Picked Vp - ( )Mailed to:
( (owner ( )Applicant .
J
40
MENT
ISPOSAL• PERMIT
PHONE 5d3-- g76-gqgy
_IT LU aUJ,-j
36) 3 - �7tv -qq�y
TYPE OF PERMIT: ><New Installation ( )Repair
( )Emergency Use ( )Alteration NOT due to failure
LOCA?ION OF PROPOSED SYSTEMS
ycaal
Description ah
_
Lot !:-� - 13 Block Filing Sub"
size of Lot f acres
Do you plan any further additions to the
TYPE OF STRUCTURE: 4•)Single Family Dwelling ( )Other: residence? ( )YES l',)NO xx
No. of Lofts No. of Garbage Disposals No. of Automatic Dishwashers V
no. of bedrooms /
No. of Automatic Clothes washers t!7_
WATER SUPPLY: ( )Private well, Depth or (Publie, Name o! System
( )Spring
( )Stream or Creek I C L `2 C{.e+eV)'hine CC �I ev pQ(�C�?S� � 1
TYPES OF INDIVIDUAL SEWAC:E DISPOSAL SYSTEM PROPOSED: ll 1
(.)Septic Tank/Absorption Field ( )Aeration Plant/Absorption Fi( )Mound
eld ( )Compos ing Toilet ( )Inelneretlon Toilet
(')Recycling, potable use ( )Recycling, other use ( )
Vault Privy ( )Others
The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020. 6:30-9:30 a.m.)
before a permit can be issued. The individual sewage disposal permit must be isTOE
d before a building permit can be obtained.
FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTHPARTMENT PRIOR TO BACKFILLING ANY PORTION
OF THE SYSTEM.
Application for an individual sewage disposal permit is hereby submitted. The ursigned acknowledges that the above information
is true and that false infopnation will invalidate the application and any subse
DATE
Signature of Applicant
(This application becomes. inva
NOTE: PLOT PLAN must be filed with this
Please locate the following items by measured distances:
I. Property lines and dimensions.
2. Proposed and existing water wells on subject pro'.
adjacent property.
3. Domestic water service lines.
4, proposed and existing buildings, driveways, and
structures.
S. Streams, lakes, ponds, irrigation ditches, and o
courses.
6. Proposed and existing individual sewage systems
t permit.
12 months from the above date.)
lication.
ty and
�r
r water
subject
property. I
SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUION IF INSTALLATION IS TO
BE CHANGED FROM ORIGINAL PLAN.
The undersigned hereby acknowledges receipt of this individual sewage dispos
Z� Receipt Number C,C) 3 ^� . Date Fee Recely
0�%3���
130 South Galena Street Aspen, Colorado
permit application and a perms fee in the amours
by
A inistrativo officer
303/920-5070
ASPEN40PITKIN
ENVIRONME ITAL HEALTH DEF .RTMENT
Legal decription:
Name of Owner:
Address: Address :
(i
Name of Agent:
FIELD TEST DATA SHEET
I't �- F
Lommon)- CO X65-61
(zip)
& st. / p.o. box)
(city)' (state)
Water Supply: Public Utility Subdivision X Private Well
Lot Area: Distance to Nearest Surface Water ft.
11
Dates Observations Made: Soil Borings: 41111q0 by aii�. ��lsd7,
Percolation Tests: qloby6k2�A&��
SOIL BORING TESTS
... T(.T TOT.0 OCvir
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Maus ssso-ss issossssssso€�`€€"
PERCOLATION TESTS
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WTES
>CCo-O TO
CAST .(.100
.C.T TO
LAST .C.IOO
twat
•(.1000
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SXs �x '�c<s £2
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.CC iJ. ::k iri i`.:
Average Rate: J minutes/inch
Plan of the site on the back
Date - /�- �i Signature
Carolyn Hardin
Aspen/Pitkin Environmental
Health Officer
130 S. Galena
Aspen, CO 81611
9
j�—, � /V. �� �kv�
X�ni'"��
/j 0 �j4t�
P9�e�
�3,��j hCA4.(-V
SCHMUESER GORD, AEYER INC.
May 24, 1990
10C -and Avenue, Suite 2-E
Gler..,00d Springs, Colorado 81601
(303) 945-1004 (303) 925-6501
Fax (303) 945-5948
CONSULTING ENGINEERS & SURVE
Mr. Bob Nelson
Pitkin County Environmental Health Department
130 South Galena
Aspen, CO 81601
RE: Wedam ISDS
70-. �
This letter will serve as a report to discuss the proposed design for
the Wedam ISDS. As you recall, the conditions for which the design is
based is as follows: (1) Bedrock at + 11 feet; (2) groundwater at 8
to 9 feet; and (3) percolation rates less than 10 mpi. To minimize the
conflicts with groundwater and bedrock conditions, the following design
is proposed:
1. Utilize a trench -type system (or an ADS SB2 system) to minimize
the excavation for the system. This will provide minimal exca-
vation, thereby providing minimal conflict with separation of
distance between bedrock and the absorption system.
To assure that groundwater does not conflict with the instal-
lation of the SB2 system, a perimeter uphill trench drain or
curtain drain system is proposed. I have enclosed a sketch that
identifies a typical cross section of the construction proposed.
Also enclosed is a sheet which identifies the design calculations
used to size the proposed SB2 system.
In addition, attached are details which will be applicable for the in-
stallation of this system as it applies to this site. We are proposing
to use a 1000 gallon fiberglass septic tank which will also be instal-
led within the protection of the curtain drain. Pinally, the system
will be located to the south of where the percolation holes were
located in the field. I have attached a site plan which identifies
this location. you will note on the plan that the proposed residence
is being pulled down the hill from the originally proposed location.
Also, you will note that the driveway as proposed will no longer be
constructed from Sta 1+00 extending on.
I hope this information serves its intended purpose. If you have any
questions or comments, or need further information, please do not
hesitate to call.
Sincerely,
SCHMUESER CORDON MEYER, INC.
j/924
onson, P.E.
1
Enclosures
fie'. T)ArrrA11 ArO Mary Wedam
1. NUMBER OF BEDROOMS=2
NUMBER OF PERSONS/BEDROOM=2
75 GALLONS/PERSON/DAY
Q= 2x2x75= 300 GPD
2. FOR 2 BEDROOM HOUSE, PROVIDE 1-1000 GALLON
SEPTIC TANK
3. DEPTH TO BEDROCK=11 FEET
DEPTH TO GROUND WATER 8'-9' (PERCHED CONDITION DURING
SEVERAL TIMES PER YEAR)
PERCOLATION RATE= (LESS THAN) 10 MPI
LOADING RATE= USE 0.95 GALLONS/SF/DAY
4. TO MINIMIZE CONFLICT WITH BEDROCK AND GROUNDWATER,
PROVIDE A TRENCH TYPE SYSTEM. USE ADS SB -2 LEACHFIELD
SYSTEM 10" DIAMETER, DESIGNED AROUND 3 FT. WIDE STANDARD
TRENCH SYSTEM. PROVIDE UPHILL CURTAIN DRAIN AROUND
SYSTEM TO ASSURE GROUND WATER DOESNOT CONFLICT WITH
SYSTEM.
A= 1.5(Q)/L.R.
A= 1.5(300)/0.95-10.055(30-10))= 457.18 SF
LENGTH= 457.18/3 = 152.39 FT.
PROVIDE 3 RUNS AT51' PER RUN (TOTAL LENGTH= 153 FT.)
SCHMUESER GORDON MEYER, INC.
1001 Grand Ave. Ste. 2-E P.O. Box 2155
Glenwood Springs, CO 81601 Aspen, CO 81612
(303) 945-1004 (303) 925-6727
JOB VAI E,%6&1 `�_✓�
SHEET N0. OF
CALCULATED BY DATE l✓ ��
CHECKED BY
DATE
PRODUCT 2051; A4fi�S.//Inc- Groton Mm 01471. To OrOer PHONE TOLL FREE t -M225-6380
SB TM Installation Guidelines
INTRODUCTION
The S132 system is an advanced alternative to gravel filled soil absorption trenches for septic
tanks. S82 corrugated polyethylene tubing is encased in a factory installed DrainGuard® protective
wrap. it is available in both 8 -inch and 10 -inch inside diameters, and in 20 -foot lengths.
SITE FACTORS & SYSTEM LAYOUT
1. S82 may be used on any site suitable for conventional gravel drainfield lines.
2. High water tables and/or slowly permeable soils severely effect the performance of
all soil absorption systems.
3. S62 systems can utilize any method of effluent distribution used in conventional systems,
i.e. distribution boxes, hillside boxes, serial distribution, manifolds, etc. For systems
utilizing serial distribution, the S132 should be installed with each line following the
contour of the land. Individual lines are to be joined with a connecting lateral that
provides a one -inch maximum head on the upper line (Figure 1). This insures that the upper
line is full to capacity before any effluent can overflow into the next line.
4. All plumbing connections between the house and the S82 drainfield, including the septic tank,
should be identical to those specified in the local regulations for conventional gravel
systems.
5. All setbacks and distances from soil absorption lines to property lines, wells, lake shores,
seasonal groundwater, bedrock, etc., should be specified as is required in the local rules
and regulations for conventional gravel systems.
6. SB2 can be used in conjunction with any locally approved septic tank or aerobic unit.
TRENCH EXCAVATION
1. Recommended trench width for the SB2 gravel -less drainfield is 18-24 inches. Tight soils may
require a 24 -inch wide trench to insure proper backfill around the bottom and sides of the
582 (Figure 2).
2. Trench depth ). normally 18-24 iis
nches to allow for 6-12 inches of native soil backfill.
No gravel is required. The trench must be deep enough to insure that the flow line of
the septic tank is at least one inch above the top of the SB2 (Figure 3).
3. Trench lengths should not exceed the maximum allowable lengths for conventional gravel
systems. The trench bottom should be level with a maximum slope of 1" per 100 lineal feet.
PIPE INSTALLATION
1. The factory installed black shipping bag must be removed prior to placement in the trench.
t be placed in the trench with the green stripe up and joined
2. The 20 -foot lengths of S82 mus
DrainGuard® should then be pulled over the joint to reduce
with ADS split couplings. The
soil infiltration.
n/cleaning ports (Figure 4) can be used at the end
3. Either plain end caps or optional inspectio
of each line.
ce during initial backfilling to prevent movement of the pipe
4. SB2 lines should be held in pla
in the trench.
will enhance the performance of the SB2 in slowly permeable
5. A loose granular soil backfill
soils.
6. Large clumps and rocks should not be used as backfill.
7. All drainfield installations should be seeded as soon as possible to prevent soil erosion due
j to rainfall.
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VERTICAL ALIGNMENT
VERTICAL
CURVE INFORMATION
COORDINATE LIST
-
Vertical
Curve #1
(About VPI
#1)
HORIZONTAL ALIGNMENT.
Grade In
5%
VPC Sta. =
0+61.29
VPI #1
Grade Out
- 12%
VPC Elev.
= 74.06
0+00
Length =
30'
VPT Sta. =
0+91.29
P.C.
-
F1
VPT Elev.
= 76.61
Bldg.
Vertical
Curve #2
(About VPI
#2)
9999.46
Grade In
= 12%
VPC Sta. =
0+99.22
5262.36 -
Grade Out
5%
VPC Elev.
= :7.56
#2
Length ...
30'
VPT Sta. =
1+29.22..
Curve
92
5160.61
VPT Elev.
= 79.81.
P.T,
VERTICAL ALIGNMENT
Elevation
Description
COORDINATE LIST
-
C9°-37'-47"
71.00
Begi Read -
HORIZONTAL ALIGNMENT.
R 26.00'
5.0% . Grade
0+76.29
74.81
VPI #1
No -thin c
East,nc
- !2% Grade
Rd.t
0+00
VPI #2
5327.62
10053.13
5°; Grade
P.C.
curve
F1
5270.66
10049.35
Bldg.
R.P.
Curve
#1
5273,97
9999.46
P.T.
Curve
#1
5262.36 -
10048.09
P.C.
Curve
#2
5166.65
10025.24
K.P.
Curve
92
5160.61
10050.53
P.T,
Curve
#2
5143.60
10030.87
P.C,
Cu vc
#3
5135.05
10038.25
R P.
Curve
#3
5152.04
10057.93
r.T,Ca
vc
#3
5142.97
10082..30
End
of Rd.
,a Bldg.
'5206.97
10106.12
S.E
Cor, of
Bldg.
5202.75
10118.42
N.E.
Cor. of
_Bldg.
5270.84
10141.8'_
VERTICAL ALIGNMENT
CURVE TABLE
Curve
Elevation
Description
C.._ #3
-
C9°-37'-47"
71.00
Begi Read -
50.00'
R 26.00'
5.0% . Grade
0+76.29
74.81
VPI #1
1 = 53.90'
- !2% Grade
1+14.22
79.36
VPI #2
5°; Grade
3+22.01-
89.75
End of Rcad
Bldg.
CURVE TABLE
Curve
#1
Curve -2
C.._ #3
-
C9°-37'-47"
R. _
50.00'
R 26.00'
R = 26.00'
L =
9.40'
L = 24.61
1 = 53.90'
PROPERTY CORNER ,i' / --
N 536885'
E 10027.55'
TRANSITION GRADE AT 0.00
TO EDGE OF EXISTING ROAD.
PROVIDE l8" CMP () Or 00 TO DIRECT DRAINAGE
FROM EXISTING ROAD PAST DRIVEWAY.
m
t
I
t
E¢, 71.00'-t o
(� TA. 0.00
V
NOTE:
p TOW MP OF WALL
�l BOW = BOT70M OF PALL
3
lopCRIB WALL
TOW EL. 98, 00'
BOW EL. 96,00*
PROPERTY CORNER .0 2
N 5297.55' O/ I / l l O
E J0000.00'PROVIDE SWALE (q) TOE OF SLOPE
DIVERT70
AWAY LOING,
RAD/US Po/NT 11 -� Q
iiiJJJ / /
CURVE
.3 .0 1V r l,F r Zv l
i
r
//X��Q� % S A I I � , � � � � ' -•-- PROVIDE >. 0' OF FALL IN
Q GRAD/NG FROM EDGE
r
OF BUILDING 70
Srq
b Q :Q TOE OF SLOPE.
�+� 1 EN_ r 11 r e . /, (DISTANCE = 6.5')
CUR f is
SEE CURVE TABL v 8� jj
710N / O
10' SETBACK
FOR DISPOSAL - i j' l 1 Y✓
has,
FIELD LOCATION
PROVIDE SWA (a) UPHLL
SIDE OF SLOP 70 DIVERT
DRAINAGE AW Y FROM BUILDING.
I
r /
lD� CRIB WALL 'D" t ANL .�D/uy PO/ T r 3 � � r j
FUR
411 �Q,4T / D/us PONAV 2 , /1 _
�?IN
C 2
(SEEC
J / O
ry
CURVE A 3
(SEE CURVE TABLE) � f
4N
I
SI I I l
t I O
1 � O
O
O
GRADING PLAN
SCALE : /" = 20'
/ 12" MIN.
ROAD SURFACE
AS PER OWNER
TYPICAL ROAD SECTION
( LOOK/NG DOWN STATON f
SCALE: 3//6" _ /'-0"
a
n F.F. ¢n UPPER
r
LEVEL = 99.75'
)iDECK�
I I
d
Fcco=_
CRIB WALL 'A" L__!
BEYOND
i ----i 1
I --411
FIN/SHED GRADE /
BEYOND. 2: / MAX. /
FILL SLOPE.
j F.F. (4b GARAGE
LEVEL = 89 75'
I I
I FOUNDATION
CRS WALL 'B" I UNDER HOUSE
STEP WALL AS
NECESSARY 70 RETAIN - - - - - -
FILL ON BACK L - - - - - - - -
S/DE OF WALL.
SECTION 6 SOUTH
EL EVATION
OF RESIDENCE
SCALE: /" _ /O' HORIZ.
" = 4' VERT.
EXIST. GRADE
`J
V
- TOP OF
CRIB WALL "C"
CRIB WALL "C••
BUILD/NG WALL
DECK RAILING
I
l
FF. 9975'-�----
TOW 98.00' - - - - - - -- ^ I FLOOR FRAMING
CRIB WALL 'A" --�
BOW 96.00'- - ' - - - - - l II CRAWL SPACE
II
BOF 94.25'
� BUILD/NG FOOT/NG
SECTION Q) CRIB WA L 'A "
SCALE: I"= /O'HOR/Z.
P' = 4' VERT.