HomeMy WebLinkAbout2035 Cordillera Way #5, #6 - 210701402005 - 210701402006 - 0821ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N® 0821
P.O. Box 850 - 550 Broadway
Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE
BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM
Owner: Kensington I and Tpn gg5twppt Telephone: 926-3500
Address: Box ARR €dw-wr-dc rn RIti3;z
System Location: 49 Traverse Lot 36 Fi 1 i ng 2 , Cordillera Subdivision
Licensed Installer: =r h a A i r k r„n c+ Rou rqv mint -wan License Number:
Conditional installation approval is hereby granted for the following:
Minimum requirements: 2000—Gallon Septic Tank or Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rate:_I Inch in 8.1 Minutes
Absorption area per bedroom Sq. Ft.
Number of Bedrooms__ X Sq. Ft. minimum requirement per bedroom -
equals Total Sq. Ft. minimum requirement
Special Requirements:
Date: Nov. 12, 1987 Environmental Health Officer: FRi k Fdeen �a
CONDITIONS:
1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System
Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building
requirements. Connection to or use with any dwelling or structure not approved by the zoning and building
departments shall automatically be a violation of a requirement of the permit and cause for both legal action and
revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to
be licensed according to the regulations.
FINAL APPROVAL OF SYSTEM:
No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System
Regulations until the system is approved prior to covering any portion of the system.
INSTALLED ABSORPTION OR DISPERSAL AREA: SQ. FT.
INSTALLED SEPTIC TANK:77 GALLONS; !k(I DEGREES;/0(_2_FEET
DESIGN ENGINEER OF SYSTEM: :-, • 7�-, /-)-7W,7
INSTALLER OF SYSTEM: e4, eS r-� �ri'��; PHONE:
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR
AERATED ACCESS PORTS ABOVE GRADE: YES
PROPER MATERIALS AND ASSEMBLY: YES NO
COMPLIANCE WITH PERMIT REQUIREMENTS: YES NO
COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO
COMMENTS: �; .� �� l�o�is� �i.-� 7� c2 " �h
(Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when
work is completed.) Olt ;70
DATE 04nal Approval'- t` C 7 ENVIRONMENTAL HEALTH OFFICER:
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS PERMIT
Name of Applicant: Konsington La.nd 1nvgstpient Name of Owner: Same
Amount Paid: $150.00 Receipt Number: 4158 Date: 11-5-87 Cashier: J. Brophy
Check # 1172
White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner
A yr ICA;' 7 Q R '..� I AL :; :;:\t;.. Tic .G V, . S Fr�..�T
ENVIRON"ENTAL
i-c-ALTi{ OFF:C� - EAGLE COUNTY
P.O. emu::
Eagle,
Colorado 81631
::a•
PERMIT ..-',PPT.IC:,TIO%
FEE: 5150.00
PF°COLITI(?`:
TrSi FF $125,.00
h'A`[E OF OId\ER:
/7 nl //7r2 710z?
/328-731-'
La12
ADDRESS.
�
PIIO::E:
NAIME OF APPLICANT
(if different from
owner) :
ADDRESS:
PHONE:
DESIGN ENGINEER OF SYST211. (if applicable) : 112 fc-j-�?,c�/in
ADDRESS: '?(2. r7,2 se- A/IC)/-) PHO::E:
P'r.m.,vLr ICL;,iV,-,JIL,:-r I�;,; INS12, 1_NTION OF SYSTEM: 7����/�c � �r 7'2-i/C' �r7
` Licensed Installer (see attached list),- YES. >� NO
ADDRESS: �OX �% i �ii�71-& r)� �O �/6,'5 . PHONE:
PER`1IT APPLICATION IS FOR: New Installation ( ) Alteration ( ) Repair
LOCATION' OF PROPOSED INDIVIDUAL SET•?AGE DISPOSAL SYSTE-4:
Street/Rural Address:
Lot Size:
Legal Description: Lo f- r 75,77
BUILDI?:G OR SERVICE TYPE (check apolicable catz^_orv):
( ) Residential - Single Family ( ) Residential - Quadplex
( Residential - Duple:{ ( ) Cc--::ercial (state usage)
(' ) Residential - Tr_olex
NUMBER OF PERSONS: M:'�IBEROr ^ BEDROOM'S,-�
.
WASTE TYPES (check applicable cate^ories):
( ) Co«mercial or Institutional
( ) Non -Domestic Wastes
( Garbage Disposal
Automatic Washer
Other
TYPE OF IMTVIDUAI. SU-.AGE DISPOSAL SYS=-1 PROPOSED:
(
Septic Tank
(
) Cor,:posting Toilet
( )
Vault Privy
(
) Greywater
( )
Pit Privy
(
) Aeration Plant
( )
Other
( Dwelling
( ) Transient Use
CX) Dishwasher
( Spa Tub
( ) Incineration Toilet
( ) Chemical Toilet
( ) Recycling, Potable Use
( ) Recycling, Other Use
WILL EFFLUENT BE DISCH.�_RGED DIRECTLY INTO ?TATERS OF THE STATE: YES ( ) ".0 (�)
IS SYSTD1 DESIGNED FOR LESS THAN 2,000 GALLONS PER D:,Y: YES ( NO ( )
WASTEWATER FLOTd REDUCTION' PLAN: YES ( ) NO
(I Yes, see a :cached ccas te.,=tet Stow .'Leduct G';1 Methods)
NOTE: The E;2vZ'Lo;une;LtaL Haae_ut O"i.c&t may :educe the -,Leou,. -.-d ab,sc,Lp,ti on atea upon
app-tOVa� U� a;2 adeGuat tecs.i-eat,' Stall .`Ledu-t(0;i ;?Za;z.
SOURCE AND TYPE OF WATER SUPPLY: ( _ Well ( ) Spring ( ) Creek/Stream
Give depth of all wells within 200 feet of system: Al /
If supplied by community water, give nave of supplier: _ns��l / t'r�� ���,,�� ���
C SIGNATURE:
S-���'�----/ PG -- - - - - - - - - -DATE- - -
INFOR,TfATION BELOW TO BE FILLED OUT BY ENVIRON'.iEN'TAL HEALTH OFFICER:
GROUND CONDITIONS: Pence;tit G.,Lou;id Scope
r Depth .to Bedtoch (pen 8' PtoS'iee Note)
Depth .to Gnoundxc te,'L Tab.-e
SOIL PERCOLATION TEST RESULTS:. Miau,tcs pet .c;tcjc Ln HoZe nl
AtZ;icttc.s PeA inch .to Hoe #2
(
IK.i il.ii(. Vs jJ <r.L �./tCJ't •LU I OZe 03
FINAL DISPOSAL BY:
( ) Abso.tpt�o;k TAeach, Bed o-t Pit ( ) Fvapo.t=tspiAcLti.on
( ) Above Gaetutd D.i,spena2 ( ) Sa;zd F.iZtct
( ) U;tdnL9,totwd Dispnsae ( ) WastteL•a.tc"L Pond
OldLelt
Amo=t Pa, d: ISM DO Recec,ot NLunbc.-L �) Dcz,t2:
�� �I�7Z
NOTE: Site Plan must be attached to'application.
(Env. Health Department - Rev. 4-07-33)
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
July 29, 1992
John Reed
Cordillera Construction
Box 988
Edwards CO, 81632
500 BROADWAY
P.O. BOX 179
EAGLE. COLORADO 3163 1
FAX (303) 328-7207
Re: Duplexes located on Lot 36, Cordillera Subdivision
Filing No. 2, Duplex units 5 & 6.
Dear John,
Based on our discussion from July 22, it is my understanding that
you propose to add one bedroom to unit five. This would bring
the total number of bedrooms on the septic system to seven. As
we discussed on July 29, the septic system for units 5 and 6 has
sufficient capacity to add a total of one bedroom the existing
system. When you apply for the building permit, enclose a copy
of this letter to expedite Environmental Health approval. Please
call me if you have any question.
Sincerely,
R ger Boyd
Assistant Environmental Health Officer
cc ISDS Permit file 821
EAGLE COUNTY -T6m lle / r� �/'
BUILDING DIVISION
P. O. Box 179 INSPECTION REQUEST �
Phone: 328-7311 BUILDING PERMIT N6
DATE: ;-1 „ JOB
NAME:40
TIME El ❑ PM, CALLER:
RECEIVED:
BUILDING
❑ FOOTING
❑ FOUNDATION
❑ FRAMING
❑ FINAL
❑ PARTIAL
El OTHER:
COVER
❑ INSULATION
❑ DRYWALL
❑ VENEER
❑ ROOF
❑ PARTIAL
PLUMBING
❑ GROUNDIRON
❑ ROUGH
❑ FINAL
❑ PARTIAL
LOCATION:
MECHANICAL
❑ VENTILATION
❑ HEATING
❑ HOODS
El
❑ PARTIAL
ELECTRICAL
❑ TEMPORARY
❑ ROUGH
❑ FINAL
❑ PARTIAL
❑ PARTIAL I
i
Ready for Inspection: ❑ MONDAY ❑ TUESDAY ❑ WEDNESDAY
VTHURSDAY I-1 Famnv_--
-le-'-5 - E- j , - INSPECTO'
r1 Inter -Mountain
Engineering u&
PERCOLATION TEST RESULTS
AND SEPTIC RECOMMENDATIONS
FOR
HOUSE 5 & HOUSE 6
LOT 36, CORDILLERA SUBDIVISION FILING NO. 2
EAGLE COUNTY, COLORADO
PREPARED FOR:
KENSINGTON LAND INVESTMENT PARTNERS
PROJECT NO. V-7142E
OCTOBER 1987
Box No. 978 1420 Vance Street
Avon, Colorado 81620 Lakewood, Colorado 80215
949-5072 Denver 893-1531 Phone: 232-0158
SCOPE
This report presents the results of percolation tests
and provides septic system recommendations for the proposed
House 5 and House 6 at Lot 36, Cordillera Subdivision Filing
No. 2, Eagle County, Colorado.
SITE INVESTIGATION
The site was investigated on October 25, 1987, and eight
percolation test holes were dug to a minimum depth of 30 inches.
Holes were presoaked and percolation tests performed on October 26,
1987. Results of these tests are included in this report; see
PERCOLATION TEST RESULTS. Also, a test pit was excavated to a
depth of 10 feet on October 22, 1987, with a conventional
backhoe. A summary of the test pit log is also a part of this
report; see Figure No. 1. Locations of the percolation test
holes and the test pit are shown on Drawing No. 1.
SITE LOCATION AND DESCRIPTION
The site is located in a part of Lot:.36, Cordillera Subdi-_
vision Filing No. 2, and Tract G, Cordillera Subdivision Filing
No. 2. The site is generally sloping to the south, and vege-
tation consists of sage brush.
SUBSURFACE AND GROUNDWATER CONDITIONS
Subsurface conditions in the proposed leach field area
are uniform, and consist of topsoil to a depth of 9 feet, under-
lain by very weathered bedrock. Refer to Figure No. 1 for
additional information.
E
PERCOLATION TEST RESULTS
A total of eight percolation tests were performed on the
site as specified by the Eagle County Individual Sewage Disposal
System Regulations. Results were as follows:
Test Hole
Min/1" Drop
Date of Test
1
7.5
10/21/87
2
7.1
10/21/87
3
8.0
10/21/87
4
10.9
10/21/87
5
0
10/21/87
6
8.0
10/21/87
7
7.1
10/21/87
8
8.0
10/21/87
Average time for 1" drop: 8.1 min.
DESIGN CRITERIA
Ambient Air Temp
50
50
50
50
50
50
50
50
A duplex residence has been proposed for this site. The
duplex will have a total of seven bedrooms and will be equipped
with a garbage disposed and automatic washing machine. Thus
design criteria for calculations are:
2 persons/bedroom
75 gallons/person/day - average flow
+20% absorption area for garbage disposal
+40% absorption area for automatic washer
-25% absorption area for dosing tank
Maximum flow: 150% of average flow
3
CALCULATIONS
A = Ql where A = minimum absorption area (sq .ft.
)
Q = maximum quantity of sewage flow (gal/day)
T = percolation rate (min/inch)
Q = 1575 gallons/day
_1575
A = —r- = 891 sq, ft.
+178 sq. ft. (disposal - +20%)
+356 sq. ft. (washer - +40%
-223 sq. ft. (dosing - -25%l
1,203 sq. ft. absorption trench
If ABS-SB2 (or equal) system is used, 1 l.f. of SB2 is
required for 3 s.f. absorption trench; thus 400 l.f. needed.
From Table 4 (Section 7.1.a of the Eagle County Regulations),
a 2000 gallon septic tank is needed for seven bedrooms.
Dosing tank:
Average flow = 7 x 20 x 75 = 1050 gal/day
Peak flow = 1.5 x 1050 = 1575 gal/day
Size dosing tank for 3 cycles/day for average flow:
1050/3 = 350 gallons
SEPTIC SYSTEM RECOMMENDATIONS
Based on the- preceding calculations,: :it is recommended to
install a 2000 gallon compartmented septic tank followed by a
minimum 1200 square foot seepage bed. An inspection of the system
should be made by a representative of the Eagle County Environ-
mental Health Department prior to backfilling. The installation
and material specifications must comply with the Eagle County
Individual Sewage Disposal System Regulations.
As an alternate to the standard 1200 square foot seepage
bed, 400 lineal feet of 10-inch diameter "gravel -less" leach
bed tubing (as manufactured by American Drainage Systems, Inc.,
or equal) could be embedded in the native soils of the site.
4
SEPTIC SYSTEM RECOMMENDATIONS - continued
Due to the remoteness of the site, this alternate would probably
be cost effective.
A dosing chamber is to be installed at this.site. The
dosing chamber will allow for periodic high rate discharge to
fill the drainage field instead of a slow trickle into the field.
This will prolong the life of the drainage field.
CONCLUSIONS
This report has been prepared for the exclusive use of
Kensington Land Investment Partners for the specific application
to the proposed duplex site at Lot 36, Cordillera Subdivision
Filing No. 2, Eagle County, Colorado.
The findings and recommendations of this report have been
obtained in accordance with accepted professional engineering
practices. There is no other warranty, either expressed or
implied.
If we can be of further assistance, please do not hesitate
to calla
Sincerely,
i INTER -MOUNTAIN ENGINEERING, LTD.
<41
,D
22793 :c cm==G. Thomas Allen, P.E.
w Project Engineer
TEST PIT NO. 1
Zr4
v~� �_o 1
INOEPTH I EET DESCRIPTION Of MATERIAL
0
TOPSOIL
I VERY WEATHERED SILTSTONE
10 BEDROCK
Bottom of Excavation 10' No groundwater
encountered.
SUMMARY OF TEST PITS
PROPOSED DUPLEX
LOT 36, CORDILLERA SUBDIVISION FILING NO. 2
EAGLE COUNTY, COLORADO
REMARKS
PROJECT NQ, V - 714
nauRE NIX- 1
JOB NAME,
J013 NO.
, ..
OB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
PERMIT # 822 '' ro)
iti���o y
OWNER: Kensington Land Investment (Klinkenbeard)�
LOCATION: 0095 Grand Traverse zlxeQ
Lot 48, Filing 2, Cordillera Subdivision
INSTALLER: Scott Rose, Western Slope
SIZE OF TANK: 1500 gal. and dual dosing tank
PERC RATE: 1 inch in 9.32 minutes
900 sq. ft. seepage trench or 300 lineal feet of 10 ft. SB2
FINALIZED: 4-22-88 BY: Sid Fox
a107 D 130 ( 005
DATE BILLED
PERMIT # 823
OWNER: Kensington Land Investment (Posen Res.)
LOCATION: 0075 Traverse
Lot 40, Filing 2, Cordillera Sub.
INSTALLER: Western Slope (Scott Rose)
SIZE OF TANK: 1500 Gallons
PERC RATE: 1 inch in 5.89 minutes
900 Sq. ft. seepage trench or 300 lineal feet of
10" SB2
FINALIZED: 4-21-88 BY: Sid Fox
JOB FOLDER Prodwt278 j�® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A.
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LEGEND
SANITARY SEWER LINE --
SEPTIC TANK - p
SIPHON/DOSING TANK - p
LEACH TRENCHES -
LIFT STATION - Q
Rwislon
0
P.O. BOX B78 •
er-Mountain 1420
06f0 NOTTIN6HAM ROAD&En
SUIT
EAVON.COLO.81920
VANCE STR••LAKEW(303)
848-3072
LeeringLta.
OOD. COL0.80216
(363) 232-015B
00619ned By:
G.T,A.
CORDILLERA SUBDIVISION
aro�•oc r+c.
"'O" "
-E
or..� By:
SANITARY SEWAGE DISPOSAL PLAN
°a" ="w&.
TV
2/5/88
°""'° "'
FIGURE '2' ALTERNATE I
Sc1110
M. D. L.
/ it = 200=
Field
PRELIMINARY SEPTIC SYSTEM DESIGN
•c„r Disc:
,, ,a.
2 "F 3
1 \
1
0
\ \ \ \ \ \\ \
990 �' i \ \ \ i ► \ i \ \ \\ \\\ \\ \ \ \ \\\\ \ \ \ \
�� /'� ��� ---- ' ` I ► 1 \ \ \ \\ \ \\ \ \ \ \ `\ \ \ \ \ \ \ �-� � IAI'� ICJ• J
RC
\ ► \ \ a� TA, D \ \ \ \ \ \
'8 0 rYPlc 1 \ P \ \ \ \ \ \ \ \
— — — — — — — — J �6�2OgO\' \ ►\ I 1 \ \ \ �HdRE 6 \\ \ \ \\ \ \ \
\ � \ \ \ \ \ \
PE C 7 \ \ \ \\ \\ \\ \ \ \
_ \\ 1� �OT ENC ABS BS I Q \ \ DIS�RI��1T1\NV�p
— — — — — — _ _ BOZO 1 /'� QX ( SEE QET4,1 L )\ \ \ \ \
50 BALL\ \ \ \ \ \\ \
I \ \ DG\SINC1, TAWPERC
G \HOLE\5\ \ \ \ \ \ \ \
pslk
HOL E,PE
3 \ \\ \ \
- SOIL SLOPE YW� IFOOT MIN. _ 24 \)HOL 4 0 \ \ \
1
1
J
I O
4
T MI \ — \
" 00 � \
PE \
SLO / /F
I i
UNTREATED BUILDING PAPER IO��min.
R\ —
1
O 2 HAY OR STRAW � S R W
3 a sa tOx Min
/
L
1 811 10
I
r
—� FROM TRENCH
( C
Min. z TO 2�Z�� RA 2 GRAVEL
-_
4 � /
EXCAVATI N
2 — —
0
1
i
6"Min. I FREEF i ROM LUMPS �
!,
1
LOOS, RK OC S C4 — 0 I 1
OR LARGER IN DIAMETER
' � \
10" GRAVEL -.LESS
4 �� ki PERFORATED S �
PVC PIPE
DISTRIBUTION PIPE,
MAX. SLOPE 1 / 100
— —
-- — —
ALTERNATE
— —
— —
SECTION A -A
SECTION A-4
STANDARD ABSORBTION
TRENCH CROSS-,ECTION
TRENCH
WITH GRAVEL -LESS D3TRIBU-
NO SCALE
TION PIPE
\
NO SCALE
8 Min. 8 Mi----n. 8 Min.
-
\
--
80f0
IO Min. 3 Max Typ
00MAX.
I FT M
r`
I
►
EXPOSE INSPECTIN PORT
•
\
^
i� SEE DETAIL D
\ \
tL
solL
10��Min.
SECTION B-B
NO SCALE
UNTREATED BUILDING PAP
OR 2 HAY OR STRAW
SECTION C-C
STANDARD ABSORBTION
TRENCH
NO SCALE
PL UG
ADD RISER PIPE AS
NECESSARY TO EXPOSE PLUG
r
o
>o \
BLIN-0TEE
4 PERFO_R_4-ED PIPE_
OR !0 GRAVEL - LESS
DISTRIBUTICN PIPE
DETAIL D
INSPECTION / CLEANOUT PORT
NO SCALE
DETAIL E
DISTRIBUTION BC
NO SCALE
0000 b10N PIPES
MU'HAVHAVE EQUAL
INV ELEVATIONS
.OUTLET
SECTION X -X
NO SCALE
NOTES:
SCALE: I = 40
i
i nF 00' Q5H'
m�
-o
v
\ m
a
\ \ 00 O \
s0 O T 3 6 ,:rt.i.
�o \
\ 2000 GALLON
T SEP r - \ c rA _\ N K
3
F
LI
G
N O
S .2 -
°
0
F
1
\
r
\
i
\ F•
A
L'
\ Q
5
P
C \
V
Q
•C
L E
1
:ST
4
/ J PER C
I /,aHOLE
O
Cb
JEEP ROAD �— S I�
i \ TO BE ABANDONED)
i
r
I
W
� V r
/
0
�O
6 O
O
\ d-
i
6
i
C
r nl o-_
l
f 8050 ` \
o
L10
1.
Building sewer line to septic tank shall have a minimum sl e
c P
�r
of 1 4 per fo
ot. oot. Bed i Bends n building sewer s Phall belimi t to
45 degrees.
rees
2
Septic tic tank shallbe inst
alled level. P Tank o t have r �Dec emov 1 o
r
or manholes extended to within 8 inches of finish grade fj acce
to each
c compartment,
tment for cleaning
ng and inspection. ecti on. Septic�ank t
meet all the requirements of Eagle County Individual Sewae Disp
Systems, Section 4.07.
3.
A dosing tank shall be installed as noted on the drawings.
4.
A distribution box shall be installed as noted on the drawings.
5.
Absorption trenches shall not exceed 100 feet in length. A minilim
distance of 8 feet shall be provided between trenches. Moimum
pth
of trenches shall be 3 feet. Disposal pipe shall be 4 ink. perfo
'ated
P.V.C. pipe. Maximum grade of pipe shall not exceed 4 in(f drop
n
100 feet. Disposal pipe to be surrounded by clean gravel. Grave
may range in size from 1/2 inch to 2-1/2 inches. Gravel shall ex
end
from at least 2 inches above the top of the distribution pipe to
t
least 6 inches below the bottom of the pipe. The top of the grajIll
shall be covered with untreated building paper or a 2-incllayer
of straw or hay. A minimum of 10 inches of soil suitablefor ve
-
tation shall be placed from the top of the straw to the fnished
surface grade. The final cover shall be graded to deflect runoff
water away from the disposal area. Machine compaction of�inal
cover shall not be permitted. Absorption trenches shall �e seed
as soon as possible to prevent soil erosion due to rainfall.
6.
Large diameter, gravel -less leach bed tubing such as Advalced DrE,nage
Systems, Inc., 10-inch SB2 or equal, may be substituted i1the
absorption trenches. Follow manufacturer's recommendatiogs for
installation of gravel -less leach bed tubing.
7.
All installations shall meet the rules and regulations of Eagle
County Health Department as set forth in the Individual Swage
Disposal System Regulations of that department. Construclion of
he
system shall be inspected by Eagle County.
^� B//0 \
249.99� �XO
O
�X
O 610.
OF
6
-V
G
2
Z
9�
- i'i+tr'•%:rr::i;��::�ir::���++}r::'�'::•ri'ifj:•iYi;!7i;iiSi Sri;'rr::^ii:+:::iYri'ri�r+l'??iririy?i�'.`ii:`�i�!7f' ?y:
i
2
- o
I o.00
. .:..::::/••••••••y•.tl;::•;� �;:+:::::..::lrr :i.iii`:'�+i i:::....• — o
S 66°43 24 /7 05ll O R— 13
' � O/
Date
g4UL EVQrgD
8070�
Revision •
°x 976 &Eng
er-Mountain SU17E 103
77 METCALF ROAD 1420 VANCE STREET
AVON. COLO.B1620ineeringLta. LAKEWOOO. COLD280159
(303) 949-5072
❑sal pn.tl By: Pn0).Ct N..
G. T. A. SEPTIC SYSTEM DESIGN V - 7142 E
Drawn By:
to
K. M. J.
DUPLEX 5 AND 6, o 1114187
Ch.CkLOT 3 6, CORDILLERA FILING NO. 2 9c �'
M.
S.
J. M. S.11 _ 40
F161tl Book: EAGLE COUNTY, COLORADO SM..t NO.
1 OF I
i
\ CP
\pip\ \ \ \ \ \ \ \ \ I I \ \ SCALE: 1 rr = 40 r
\ I
90
(9
— — I \ \ \ ` \ \ \ \ \ \ \ \ \ \ -- n �� •� \ ;:?O
RC8000
--� y,
Ty\Plc
Q
PERC \ /p
Ho�� s00249.99
0W0C 00 5
p l
\ I
\ \ PE C
OL \ \ \ \ O \ \ \ \ \ \ \
IOO" ABS BTI C� \ \ S? \ \ \ ` N / 0 ` -j
1^� \ 1 \ DIS�RI TI IV p \ 6 / , o
—� 8010 1 \ \ T�ENC S QX (4EE� �ETAI L )\ \ \ \ \ \ 0� 00 e \ m m
20 1C,� -�50 CA
LL\ \ \ \ \ \ ���
DG�SING TAW
\ \ \ 3sT oo
6PEf7 \ \ \ \J\ 03, \ Zo
\HOLE\ \_ \ \ \ �p ' /yO�
I \ \ \ \ \ \ r 0
P
CD
HOL E, 3
C936
\ \
MIN - �
• 1�
NE M n
_
_
/ !I
\\i Y
O` \
\ \\ \e
\ \
F
-,\ \\\
2 0 GALLON
HOL 4
24�.
v .'.rii:i';:y•
r:...•..r'i...:..:�.::.::.:.. --�—i�>::•r:::•:�::•:.—•.'r:•
:
. :�:::•ri4:'l:;r ::::•:e::•rY¢4::,:•::::•:,:::y::Y..
Z
o oo
SLOPE /4/F T 0
UNTREATED BUILDING PAPERMin,O
STRAWsolL4"/FOOT S IC TANKSoPE /LNO. 2
OR 2 H
�::...
3'
- -- - _ - - - -- ---
Max.
1' 2 4_Min. FREE FROM LUMPSExc EXCAVATION)
saL I
O 2�'GRAVEL � FROM TRENCH
�
P\E
F\ i
CL E
A
•C-
r
Q
F.
� ••
%:r:is��vrr'�:':i�:r.}r:•ri7:Y''i" it
11 �
1
OR LARGER AR I N 0 IAMET
L
O"
803
_ T r
_i \
i
Ir
4� PERFORATED I GRAVEL LESS � � , �, \ •
---------- �
PIPE DISTRIBUTION PIPE � � � — � _ � — _ � � � PERL
MAX SLOPE I "/ 100 r
— \ / I 1 n HOLE�, \ \ \ \ i i
ALTERNATE
001
SECTION A -A SECTION A -A
STANDARD ABSORBTION TRENCH CROSS-SECTION
TRENCH WITH GRAVEL -LESS DISTRIBU-
No SCALE TION PIPE \ \ \ \
NO SCALE 8' Min. 8' Min. 6 Min. \ o �\ _I _ \- _ -- —� - -- —� / J.
— —, 80.q 2 0 E
0
—JEEP ROAD CJ �Q0 �� ,
13Max. Typ A _— — — — — i TBE ABANDONED)
DO Ax 1 F T. M
1
tS I
— o i
� O
• i \ o "_
ESXEPOSE INS PECTIOf POR
_Z\
T
_ E D TA 1 D _i
ii r-
1
h
......
-- �/ ---�— -- — f 8050
10
SOIL _ 'Mrn SECTION B-B t
�J
' MaxV
'3O SCA L E /
� a
.n
_) — 2,. Mrn. i
FROM SLOPE--s4
—� �—
AX M
DISTRIBUTION U ON
BOX
6 Mrn
:
" TO 2 JV"
UNTREATED BUILDING PA)
OR 2 HAY OR STRAW
SECTION C-C
STANDARD ABSORBTION
TRENCH
NO SCALE
PL UG
i IL -
��ADD RISER PIPE AS
NECESSARY TO EXPOSE PLUG
O O:
v �0 OB�ZEE
4" PERFORATED PIPE
OROR IO GRAVEL -LESS
DISTRIBUTION PIPE
DETA IL D
INSPECTION / CLEANOUT PORT
NO SCALE
4' PERFORATED_
PV C. PIPE
X
r
K
DETAIL E
DISTRIBUTION BOX
NO SCALE
0000 LYnx�S r i4- E E OPIPES
sy.ouAL
1NVE^r7 F�EVATIONS
" p,T-ET
SECTION X -X
NO SCALE
V
OT N ES:
6
aO
Building
1 u ldin sewer in i i line to septic c tank shall have a minimum slope
r
9 P
0
D
f 4 r o f f B i building i e oot ends n b ld n sewer shall � u be 1 m ec to
P 9
t
2
`y}!z
t�:`.T-.-•T.^•-•^E�.•7`��tti`+'ir'`��tt''ls'`5`?
45 de
grees.
?;r�esl� �` �`�^'1��'s�n7 �f7''•,:•:.. ......................,..................................?::::: r:::::�:;: r::::r�:Y::: ��ir:::::::•7;f;::::;r.:..........
C
:}::.. •"•� ;�}l i''r'r}yli'r•�'jiri}r';r';:`i`ryi�r+i+ilr`iris;S!$'ir{y:::}:;;:}:;:;}:;:y�i::ib;.'r:::::•:i:::::.:.i.::: •
2 Septic c tank shall bei inst
al led level el Tank to have removable le v er
or manholes extended to within 8inches of finish grade f rac ss 0)1?40
;::'• •y J":::;�."'+���i;Vi��Yiar�,:ryli'si:.::" ;:� .. :':'`"��+�~�y�;err:>�;rrla;tt;;1;Ltr{�:��>iYr;:��f �Y.`�;Vtir�j1�:::::..
P
2
0
0
:•:i:i:ij'r:••i::
to each compartment, r tment for cleaning and inspection./ 0•
P 9Septic tank o ` •.••••••�.`••'•''•'•''n'`.::• '•:::;::o"• •�� _ �?J
meet all the requirements of Eagle County Individual Sewage Di osy�-1- ----- ---- S 66043 24 I? 05 R
Systems, Section 4.07. _ -- - 10.00 \ /
3. A dosing tank shall be installed as noted on the drawings.
4. A distribution box shall be installed as noted on the drawings
5. Absorption trenches shall not exceed 100 feet in length. l mi 'mum
distance of 8 feet shall be provided between trenches. Maimul depth \ ..8080
/
of trenches shall be 3 feet. Disposal pipe shall be 4 incl, pe orated \\ / �� ���
P.V.C. pipe. Maximum grade of pipe shall not exceed 4 inc[ dr in Sp(J RD
100 feet. Disposal pipe to be surrounded by clean gravel. Gr i vel /
may range in size from 1/2 inch to 2-1/2 inches. Gravel slall ?xtend
from at least 2 inches above the top of the distribution pi)e at
least 6 inches below the bottom of the pipe. The top of the g vel 1
shall be covered with untreated building paper or a 2-inch lay
fii 807p�
of straw or hay. A minimum of 10 inches of soil suitable r ge-
tation shall be placed from the top of the straw to the firish
surface grade. The final cover shall be graded to deflect ^un f
water away from the disposal area. Machine compaction of Tina
cover shall not be permitted. Absorption trenches shall be see Jed
as soon as possible to prevent soil erosion due to rainfall.
6. Large diameter, gravel -less leach bed tubing such as Advanced ainage ae:lslor •
Systems, Inc., 10-inch SB2 or equal, may be substituted in -.he
P.O.BOX 978 •
absorption trenches. Follow manufacturer's recommendationsfo �SUITE 103
�\�IIIIIIIIII� �� 77 METCALF ROAD UE
er-Mountain 1420 VANCE STREET
installation of gravel -less leach bed tubing. �������� QO RE61S�11•,,,, F -- AVON. COLOB07220 • • LAKEWOOD, COL0.80215
�� Q�•••'"'••.•� �/ ngineering Lta. (303) 232-0156
7. All installations shall meet the rules and regulations of E::g1 ��O•9'(NOMq�.
County Health Department as set forth in the Individual Sewage v o O� 0—Ignad By: PrO,.Ct No.
Disposal System Regulations of that department. Construct'an the = — — G. T. A. SEPTIC SYSTEM DESIGN V- 7142E
system shall be inspected by Eagle County. =,1,� _ i�227 : Or•Nn 9y: oa. 71 u. df
K. M. J. DUPLEX 5 AND 6, 1114187
Chocked s: LOT 3 6, CORDILLERA FILING NO, 2 9° 7; = 4c ,
F,.1d Book: EAGLE COUNTY, COLORADO sn••c No.
1 OF I
