HomeMy WebLinkAbout2205 Cordillera Way - 210701401033 - 0863ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N® 0 8 63 =
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 Land Investment Partners Telephone: 926-3500
Address: P. 0. Box 988 Edwards CO 81632
System Location: 51 Grand Traverse Tract E (Cordillera Subdivision)
Licensed Installer: Western Slone Utilities License Number: -
Conditional installation approval is hereby granted for the following:
Minimum requirements: Gallon Septic Tank or Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rate: Inch in Minutes
Absorption area per bedroom Sq. Ft.
Number of Bedrooms X Sq. Ft. minimum requirement per bedroom -
equals Total Sq. Ft. minimum requirement (Lodge/Restaurant)
Special Requirements:
Date: 8-9-88 Environmental Health Officer:
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: GALLONS; DEGREES; FEET
DESIGN ENGINEER OF SYSTEM:
INSTALLER OF SYSTEM: PHONE:
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR
AERATED ACCESS PORTS ABOVE GRADE: YES NO
PROPER MATERIALS AND ASSEMBLY: YES NO
COMPLIANCE WITH PERMIT REQUIREMENTS: YES NO
COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO
COMMENTS:
(Any item checked NO requires correct'on before final approval of system ism Ara e-inspection when
work is completed.) t / Z
DATE (Final Approval) ENVIRONMENTAL HEALTH OFFICER:
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS
PERMIT
Name of Applicant: Kensington Land Investment Name of Owner: Same
Amount Paid: $150.00 Receipt Number: 191 Date: 7-28-88 Cashier: A. Rusch
Check # 2912
TAIL,;+� -a P;"b (f)h;oc - Rimirnnmental Health Department Yellow Copy - Applicant / Owner
APPT _CAT'... CI r•• aL a \.11 SIC7c2..(T
PERMIT -`.P?i.IC:.T10N' FEE
NAME OF OIINER:
ADDRESS: '� 0_
E`":IRO.ZIENTAL ,:EALTH OFF:CZ' - ;EAGLE CUC.•-n'
P.O. ;50
Eagle, Colorcido 81631 No.� ZI
S150.00 328-731 7 PFRC0L1TI0': TFS T . $125.0
NA,ME OF APPLICANT (if different from owner):
ADDRESS:
PIIO::E: ---3-5-00
PHONE:
DESIGN ENGI::EER OF SYSTE.`1. (if applicable) : 2k
ADDRESS: Q_ �—
9 PHONE:_ 9
Ptrt iLv i< "'i-, ii,: - _-:. INS ALLATION OF SYSTE`I:
Licensed Installer (see attached list)- YES x NO
ADDRESS: �® r 5C .�� �.�-11,eo:E:
PER`IIT APPLICATION IS FOR: (><) New Installation
LOCATION OF PROPOSED INDIVIDUAL SE?•?AGE DISPOSAL SYSTE•I:
Street/Rural Address:
Lot Size:
Legal Description:
Alteration ( ) Repair
BUILDING
OR SERVICE TYPE (check aoolicable cate^orv)-
(
)
Residential - Single Family
(
)
Residential - Quadolex
(
(
)
)
Residential - Duplex
Residential
CoM_.er/cial (state usage)
v
- Tr_olex
S
NUZMBER
OF PERSONS:
NLU
T
IBER OF BEDR00'IS:
WASTE
TYPES (check aoolicable cate^ories):
Co«:.;:ercial or Institutional
(
)
Dwelling
Non -Domestic Wastes
(
)
Transient Use
(
)
Garbage Disposal
(
)
Dishwasher
(
)
Automatic Washer
(
)
Spa Tub
( ) Other
1(� 'TYPE OF INDIVIDUAL SET.•:AGE DISPOSAL SYSi I PROPOSED:
Septic Tank ( ) Com;.posting Toilet ( ) Incineration Toilet
( ) Vault Privy ( ) Greywater
( ) � � ( ) Chemical Toilet
Pit Privy ( ) Aeration Plant
( ) Other ( ) Recycling, Potable Use
( ) Recyclino, Other Use
WILL EFFLUENT BE DISCHARCED DIRECTLY INTO ?'ATERS OF THE STATE: YES ( ) 1;0
IS SYSTE:I DESIGNED FOR LESS 11I_v 2.000 GALLONS PER DAY: YES ( ) NO Q�
WASTEWATER FLOW REDUCTIO`I PLAN: YES ( ) NO (>�f
(13 Yes, see attac-zed ccas L e�c�2Le Secto �edcccti c;z ,ne�,'ccds )
NOTE: The Env.(/to;wie;LtaC' HeaL'vi 03',,.ices mall reduce lice •teouc ted ab.so,-Lp c;t a,tea upon
apptUVaE U3 an adeGua L- CtiaS.L�I'a i 5{CLU ,tedUCtCO;i pC a;?.
SOURCE AND TYPE OF G:ATER SUPPLY: We11 ( ) Spring
( ) Creel:/Stream
Give depth or all wells within 200 feet of system: No -7 e,
If supplied by community water, give name of supplier: r- u iut��esn
SIGNATURE- - - l - - - - - - - - - - - - - - - - - - - - - - - DATE
INFORMATION BELOW TO BE FILLED OUT BY EN�IRON•'[NTAL HEALTH OFFICER:
GROUND CONDITIONS: Pence;tit G.tou;cd S.Zope C,,. D24wi
r Dept, to Bedtoeti (pen �' P,to�tiZe Hate)
Depth to Gnounduca,tet Tabte
SOIL PERCOLATION TEST RESULTS: ,?7;LEtEs pe/7- -6tcic i;j Ho.ee ?1
rr ,1(-uzeLtes pets inch to Ho.Ze #2
i:i.(.iCU.Le5 1jell iiECIL 'Lv" Ha.Ze #3
FINAL DISPOSAL BY: -
()C) Abso.tptio;j Ttcench, Bed o.t P.Lt ( ) Evapa.t'cansp.vr.ation
( ) Above Gtccund D.LspnscZ ( ) Sand FZUct
( ) Unde tyLound Vispe,ma.E ( ) Wa5.tctca,Lc t Pond
( ) Othe't
Amoumt Paid: $150.00 Receipt Ncnnbe.t /9/
. - - - - - - - - - - - - - - - - - - - - - �`1 a9/a - - - - - - - - - - - - - L- - - - -
NOTE: Site Plan must be attached to•application.
(Env. Health Department - Rev. 4-07-33)
MEMORANDUM
Date: May 28, 1991
To: Cordillera Lodge Septic Complaint File
From: R.P. Merry, REHS Environmental Health
Re: Failing Septic System
Of f ice
On or near May 16, 1991, a complaint was received from Bambi Kuehn
(resident of Squaw Creek) regarding what she had observed during a
horse back ride on Cordillera property. She said the septic system
for the Lodge at Cordillera was failing and that surfacing sewage
was observed. I informed her that this department would
investigate as soon as possible.
Due to weather constraints, an investigation was not performed over
the next two days. After the weekend on May 20, 1991, Suzie
Shepard called to check on the status of the investigation. I
informed her that weather conditions needed to be dry in order to
detect surfacing effluent and assured her we would investigate as
soon as possible.
On May 21, 1991, I went to Cordillera to investigate the
complaint. I observed effluent surfacing from the bottom line of
one of the leach fields and accumulating in a trench that appeared
to have been dug for that purpose.
It appeared as if all the lines had effluent in them and that the
soil was not accepting any effluent.
Conversation with Debbie Duley immediately after the site visit
indicated that they were aware of a problem with the septic system
and had checked lines to try and identify the problem themselves.
They discovered an incorrectly connected grease trap and had steam -
cleaned the lines in an effort to restore proper operation of the
system.
I informed Ms. Duley that they needed to obtain a repair permit
from my office immediately and that their engineering consultant
would need to design the repair.
The magnitude of the problem did not appear to be severe and since
the area is not generally accessible to the public, and since the
lodge is in off-season use with low flows, I did not find it
necessary to pursue a cease and desist order. I did tell Ms. Duley
to place a construction fence around the impacted area for the time
N
being.
On May 22, 1991, I received a call from Jerry Sandberg,
investigator for the District Attorneys Office who was following up
on a complaint he received from Suzie Shepherd on that day. I told
him the status of the complaint. Later that day I called Ms. Duley
to remind her she needed to apply for the repair permit on behalf
of the owner\operator within two business days.
On May 23, 1991, Ms. Duley did make application on behalf of
Kensington Land Investment Partners.
RPM/tmt
1C:\WP51\TRYNIS\RAYMEMO
MEMORANDUM
To: Cordillera Lodge Septic Complaint File
From: Raymond P. Merry, R.E.H.S.
Environmental Health Officei'
Re: Failing Septic System/Discussion ith Engineers.
On May 28, 1991 Sean Scuras of RTW Engineering called to discuss
the status and potential solutions to Cordillera's septic
problem. He initially wanted to design a system to address the
problem temporarily, counting on eventual public sewerage. I
informed him not to approach the problem from that standpoint
since the extension of the public sewer line was not currently
permitted and may not be a given. I suggested they approach the
design to permanently handle the wastewaters through individual
sewage disposal system for now. I also explained to Sean what
was said to me regarding the grease problem. We agreed it would
be advantageous to probe the soils within the leachfield areas as
well as check a few lines internally to see if the problem was
with line clogging or soil saturation. I suggested he research
bacterial grease treatment if the lines were clogged and the
soils were not saturated. Meanwhile, he is going to search for
other areas on the property for leachfield suitabilities.
Percolation tests are to be done on May 30, 1991 by RTW. I
reiterated the need for fencing around the surfacing sewage and
discouraged the trenching to colle-ct outfall since this may
disturb the soils near the areas they may choose to extend line
to. .
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
- . (303) 328 7311
Date: August 9, 1988
Kensington Land Investment Partners
P. 0. Box 988
Edwards, Colorado
81632
RE: Issuance of Individual Sewage Disposal System Permit # 863
Enclosed is your ISDS Permit # 863 . This yellow.copy of
the permit must be posted on the installation site. You must call
our office for a final inspection before covering any portion of
the installed system. We can be reached at 328-7311, ext. 530.
If you have any questions regarding this permit, please contact
the Eagle County Environmental Health Office.
Sincerely&A �-A�
Eagle County Community Development
Environmental Health Office
EE:SF/ar
xc: File
Board of County Commissioners Assessor
Clerk and Recorder
Sheriff
Treasurer
P.O. Box 850 P.O. Box 449
P.O. Box 537
P.O. Box 359
P.O. Box 479
Eagle, Colorado 81631 Eagle, Colorado 81631
Eagle, Colorado 81631
Eagle, Colorado 81631
Eagle, Colorado 81631
ROUTE FORM
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
Ken. ' ton Land snvestment Fbrtners
Name
DateRoutted 51 Grand Traverse- Application No.
Location
Please review the attached Individual Sewage Disposal System Permit Application and
return it with this completed form the the Environmental Health Office.
PLANNING: Complies with - YES NO REVIEWED BY DATE
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:. . �✓f g.,Z_ S�
COMMENTS:
BUIL^ING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
ENGINEER: Complies with -
Roads:
Grading:
Drainage:
Recommend Approval:
COMMENTS:
ENVIRONMENTAL HEALTH: Complies with -
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
COMMENTS:
YES NO REVIEWED BY DATE
YES NO REVIEWED BY DATE
YES NU KEVIEWED BY DATE
COIVLLEI�)
European Elegance. Rocky Mountain Splendor.
August 24, 1992
Ray Merry
Eagle County Department
of Community Development
P.O. Box 850
Eagle, CO 81631
Dear Ray:
RECEIVED
AUG 2 4 1992
EAGLE COUNTY
COMMUNITY DEVELOPMENT
I am writing to give you a status report on the Northwest Outfall
Sewerline project. The project reached substantial completion on
July 31, 1992. On that date the Upper Eagle Valley Water and
Sanitation District started accepting flow at their Edwards plant.
The line is now fully operational for the Lodge at Cordillera and
Alcazar lots #1, #k5, and ##21. A line has also been extended to
serve Lots 37 and 38 when houses are constructed on those lots.
The sewerline project is complete with the exception of
revegetation, which is in progress now. Weather permitting, I
expect the revegetation to be complete by the end of August.
If you have any questions, please call me at 926-3500.
Regards,
Debbie Duley
Post Office Box 988 • Edwards, Colorado 81632 • 3031926-3500, Fax: 3031926-3515
Hull_e4-Uz f uN 1 u : bd
P. 01
COF\DJLLER�1)
fjvojx�m E&Svmr. RraytbfinrQ�q SOMO:
August 24, 1992
Ray Merry
Eagle county Department
of Community Development
P.D. BoX 850
Eagle, CO 81631
Dear Ray:
I an writing to give you a status report on the Northwest outfall
Sewerline project. The project reached substantial completion on
July 31, 1992. On that date the Upper Eagle Valley Water and
Sanitation District started accepting flow at their Edwards plant.
The line is now fully operational for the Lodge at Cordillera and
Alcazar lots #1, #5, and .#21. A line has also been extended to
serve Lots 37 and 38 when houses are constructed on those lots.
The sewerline project is complete with the exception of
revegetation, which is in progress now. Weather permitting, I
expect the revegetation to be complete by the end of August.
If you have any questions, please call me at 926-3500.
Regards,
Debbie Duley"` PERSONCALLED:
DATE: g�ad
TIME: Ia:309.m _
ACTION:
Post -it"' band fax transmittal memo 7671 a of pages ►
10777 _ __,W_ .._ i Fro J 1 ifsA
list Office &u 988 • F.dvv ds, Ctiwao 81612 •3031926.3500, Fax. 3031926.3Z
Johnson, Kunkel & Associates, Inc.
LAND SURVEYING * CIVIL ENGINEERING * mApp/wu
P.O. Box 409 0 113 East 4th Street * Eagle, Colorado 81631
Colorado Department of Health
Jim Chuvrillo, District Engineer
410 South Lincoln
Steamboat Springs, CO. 80487
Re: Cordillera Clubhouse Sewer System
Dear Sir:
Eagle: (303328-6308
'
I have witnessed the final acceptance tests for the above
referenced sewage disposal system and now certify that the system has
been completed in substantial compliance with the plans by Inter-
mountain Engineering Company dated February 22, 1988.
Please find enclosed a copy of the as builts completed by this
office.
.E.
& L.S. No. 23089
�
`��-O-_�
�� ^�
CC." Erik Edeen, Eagle County
JC
863 51 Grand Traverse
JOB NO. cc --
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET . PROFIT
JUd t-ULUEH ProdUCt 278 LA�Ej® Ntw ENULANU 5U51NESS SERVICE, INC., GROTON, MA 01471
JOB FOLDED
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Printed in U.S.A.
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721221179
047211211179
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047211211?9 +Qyt
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9- 5�-
04721121179
04721121179 k ,.ROIDOF
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04721121179
04721221179
04 72112117s
A -
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f-
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I -
-
i
LEACH FIELD INVERTS
FIELD LINE
INVERT ELEVATION
FIELD LINE INVERT ELEVATION
I
A I
8069.92
C 1 8052.04
._
2
8066.76
2 8049.16
-
3
8064.45
3 8046.86
4
8061.77
4 8044.70
'
S
8059.36
5 8042.72
-
6
8056.39
6 8040.32
7
8054.57
_7 8037.92
g
8052.46
8 8035.72
B 1
8056.10
D 8036.29
-
2 803.
3
8051.23
3 8032.67
4
8049.44
4 8030.54
_
5
8047.78
5 8028.55
6
8045.49-
6 8026.66
7
8042.90
7 8025.12
8
8040.45
8 8022.27
2+97.85
-
2+11.57
MIA. 3
,
MH-2
RIM= 8096.74
i
RIM-= 8090.14
INV= 8087.19
NORTH-
INV= 8080.57
..
,..
f
S Q 6° 13158„ E
-
scale:
40
Os' 0,>
►4�
4+33.88
M H- 4
MANHOLE
TIES
-
1
1
RIM = 8100.95
INV= 8091.38
'
FROM: P.
C. ,
LOT
TO:
_
0 20 40 80
I2O
�., ;-;
1
36, FILING
2
.._. ..�
c�
N.
33°21'39"
W. ,
178.00
M-1
C
- -
-
a
N.
45641'28"
E.,
153.06
22-2
f
N.
79.54'44"
E.,
120.76
HE-3
co
S.
32.48'42"
E.,
124.75
MH-4
x
j
S.
19°15'
16"
W. ,
383.23
Ill-5co
j
S.
31.36'
01" '
W. ,
493.28
ICI-6-
�
i
FIELD
LEACH FIE
TIES
c
_-_��-45.11'17'_'__�-W.,
�78.25 _�--Cxl-��-_--_=
--_ -- ---- - - _-- - -
-
-
-
FROM: ANGLE POINT,
TO:
INSPECTION
_
_
Tie Point For _
_
-
TRACT F, FILING
2
PORT
o
Manholes _
N. 20028123" E.,
192.26
C-1
N. 31°37'02" E.,
234.03
C-8
M
S. 62016'39" E.,
176.95
B-1
°
o
s
S. 74038'43" E.,
224.84
B-8
~
se ''
es
t
S. 44 44 50" E.,
1 7 3.66
A-1
"'
oyes `�lQ'
S. 62°54' 36" E. ,
197.98
A-8
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S. 86 04' 36 E. ,
204.11
-
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259.19
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0
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MH-I
84.3
7+55.83
a
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$
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6pVC
RNV D T8o8076'10
M.H.=8075.05
MH-5
RIM= 8104.52
_
P 0
INV
INV= 8099.96
i
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6
-
a
P
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6
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9+00.24
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RIM= 8108.14
r
3 C
INV= 8102.82
2
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k
For
THE
a
_ --
��
Tie Point
Fields
�P►
Leach
°
s..
_
Ov
MOUNTAIN
Johnson, Kunkel & Assoc�ate5, Inc
-
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k
(�
j�
CLUB
LAND SURVEYING CIVIL ENGINEERING* MAPPINd _
P.O.60x 409 t t 13 East Ath Street
: `
_
-
Eagle, Colorado 81G31 - Phone: (3031 328-b3t r ='<
10+.52.52
CORDILLERA-- RESORT_--
CLEAN-ouT
THE MOUNTAIN CLU B _=
INV= 8119.50
_ -
-SEWER SYSTEM AS-BUILTS :=
_; .... I
1.
DRa. B.H.
DES.
-
CHK.
REV.
SHEET 1 OF
DATE 8 DEC 1988 =
REV. _
JOB NO. 88/20T'
t
r
LEACH FIELD INVERTS-
FIELDLINE INVERT ELEVATION FIELD LINE INVERT ELEVATION
-A I 8069.92 C 1 8052.04
2 8066.76 2 .8049.16
3 8064.45 3 8046.86
4 8061.77 4 8044.70
5 8059.36 5 8042.72
6 8056.39 6 8040.32
7 8054.57 -7 8037.92
8 8052.46 8 8035.72
B 1 8056.1.0 D 1 8036 29
2 8053.47 2 8035.05
3 8051.23 3 8032.67
4 8049.44 4 8030.54
5 8047.78 5 8028.55
6 8045.49 6 8026.66
7 8042.90 7 8025.12
8 8040.45 8 8022.27
2
2+11.57 +97.85
MH-3
MH-2
RIM= 8096.74
Rif%= 8090.14
INV= 8080.57 INV= 8087.19
NORTH
E
S 06-13,
'p
09
4+33.88
w MH-4 MANHOLE TIES
0 20 40 so 120 = RIM= 8100.95
7. INV= 8 091 -3 8 FROM: P. C. ' LOT TO:
36, FILING2
N. 33021'39" W. 178.00 MH-1
N. 45*41'28" E. 153.06 14H-2
N
co 79054'44" E., 120.76 MH-3
S 32*48'42" E 124.75 MH-4
co S. 19015'16" W. 383.23 MH-5
LEACH FIELD TIES _%_
S. 31*36'01" W. 493.28 HH-6
it w
S. 45*11'17 578.26 co
FROM: ANGLE POINT, TO: INSPECTION
TRACT F, FILING 2 PORT 4-
Tie Point For
N. 20*28'23" E. 192.26 C-1 Manholes
Q.
N. 31"37'02" E., 234.03 C-8
co
S. 62016'39" E., 176.95 B-1
S.-74*38'43" E., 224.84 B-8 0
S. 44044'50" E., 173.66 A-1
co
S. 62*5436" E., 197.98 - A-8
D. 860 U4 av Z., 204.11 jj_ z
S. 80-56'06" E., 259.19 D-8
4" PVC
C) 0+00
to') MH-I
6 PVC
RIM= 18084.31
INV D.T.=8076.10 NIH-5
INV H.z 8075.05
RIM= 8104
INV= 809�
T
(0 0,
r3
150
THE
v'Ico
MOUNTAIN
co
10hnscln, Kunkel & "Associate's, Inc.
LAND SURVEYING -CIVIL ENGINEERING- MAPPING.
CLUB P.O. Box 409 • 113 East 4th! tr-eet,,--
Eagle. Colorado 81631 • Phone: (303) 328-63
10 t 52.52 CORDILLERA- RESORT
CLEAN -OUT
INV= 8119.50 THE -MOUNTAIN 'CLUB
SEWER: SYSTEM AS -GUILTS
ORN. S. H. DES.
CHK . REV. sHEE-r I OF
DATE 8 DEC. 1988 -- REV. JOB No. 881207
8150 � — _16� �
EXIST. TOPOGRAPHY (TYP.) /
_8140 \ /
CARRIAGE /
6130 _ \ HOUSE
Zp \ \
8120
16
14
8110�Ir
ss• CONTINUATION BY
OTHERS \
s •-. h
- CLUBHOUSE\
MH7 10+64
23.3 0
g7O F POOL `• `�" �" /
\POOL
,8 2
.r 16 \
\ 6 /l7 L..F.- 8"P.V.C. @ 6�58%
\ 2 4`
�18
161
9p MH 6 9+47 S� �\e,' ` P/?op �-f' PA' � 0SFo �aN
l2
ao \ 8
i 6
\ 4
80e0 \ j MH 5 7+ 62
\ \ 8100
all PVC . 98
323 94
92
90 \
\OT �
0 REGRADE AREA
\ PLAN AS NECESSARY
R
PROPER PIPE COVER
1"=40
F-
9+00 8+ 00
11+00 10+00
REVISIONS DATE I-l2=88 DRAWN M LEY JOB NO.-V-ZI37E
7121188 ADD POOL BACKWASH LINE CHECKED G. T. A FILE NO.
BY _ DATEDESCRIPTION
BY - DATE DESCRIPTION NOTE,�I APPROVED .1•M-S• F.B. NO. — -
BY _ DATE DESCRIPTION SCALE
7+00
P.O.sNO
0010 �gTTZGFTINIAM ROAD -
Int
AVOK COLO.S1e20
.(SOS) 649-5072
aO
0 /
V / 0�lb/ _ tO
0 cbl
TO LEACH FIELD
SEE SHEET I OF 3 \
n /
Tj
\ \ MH
\ 90L.F.- 30 R.C.P.
\ �q 0.50 % (DOSING TANK)
\ 8 P.V.C. (TYPICAL)
SEPTIC TANKS
a
D \
I w_ 74 L.F- B��P.V.C\
\ �a L5o'/o TO EVAPORATION POND
N
OTES:
See cover sheet for General Notes.
2
3
. All stationing, alignment, and elevations are approximate. Final
vertical and horizontal alignment to be determined in the field.
. Contractor shall not scale drawings for construction purposes.
Missing dimensions or discrepancies in plans or physical, features
shall be brought to the attention of the Engineer. If Contractor
proceeds with work without notifying Engineer, he does so at his
own risk.
4. Manhole No. 1 to be equipped with dual operating automatic
dosing siphons. Fluid Dynamics Model No. 630 or equal.
H 2 2435
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1 67L.F. - 8"P.V.C.
\ �q 5.37% \
MH3 3+0
3.00o NE \
F•' e - I
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1 1
1
5+00
SUITE 303
n 3420 VANCE
LAKEMOOO.COLO.00Zf6
gLtd. (303) 232-O 15
4+00
3+ 00
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All sewer mains shall be constructed with ASTM D-3034 SDR 35 polyvinyl
chloride pipe. Pipe materials shall conform to ASTM D-1784. Joints
shall be bell and spigot type with a rubber_ gasket and conform to
ASTM D-1869 and D-3212.
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CORDILLERA SUBDIVISION
CLUBHOUSE
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NO. SHEET
SHEETS I NO. i
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BEDDING DETAfL NOTES:
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Minimum cover to to below final street grade when avbllabia.
-
2.
Trench to be braced or sheeted as-eecessary for the Protection
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�=y'`
ir�"��! •�.-
of other, utilities and to moot O.S.M.A, safety raQatram•nts.
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Trench •ldtn sl+alt not be more than 16 InEAos nor loss than
os,• Ye o
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�! 4t
l�y'+\
12 +s wider the of PIP• sole
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J��(]�j•••�•"• Oo.
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EouPtingt0.•`e ifameter
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tnereln aCtiteablo9l
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Machine coaloacte: biEkf t i 1.
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Sumee:joo, sends •--j14* have!, hand Vamped in 0 Inch
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ao a.
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FLOW
TRENCH WIDTH
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+
0.
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PER
n a•.a
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PLAN '
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MIN COVER
SPECS OR PER 1
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N. T. S. 'i
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CONST. DRAWING
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pr b
RINGS COVER
• NOTES:
—
2
DENVER HEAVY
24w
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_-.:.:•:.:.•::•:: % ji_:::r; :r..
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PRECAST RINGS OR ER ICR LEVELING
C. IRON -
I.
PLAN- N.T S. COURSE SMALL SE UTILIZED WHERE
--REOUIREO WITH Z COURSES Mlet
MAXIMUW•
_
AND 6 COURSES
.
5
- - - - - - - IMT WITH V'aTAR.
Q 2- SEAL OUTSIDE O► JO
::i :• c:•S:
4
;. SET EACH RING IN A FULL SEC •a rnaTAR
!`
CCENTRIC CONE
4"MIN. :.'..;'_:{•.:::;'•:'
i`M X. :. ..
AND GROUT ALL INSIOE JOIN/_ rat SEAL
- -_
!•
_
-Ij::
-
x - - - - PREFORMEb GASKET MATERIAL.
- JOINTS WtTM
_
PIPE
-
a+ 3 4. FOR P-V- C. PIPE USE Ei•ANOAELE WATER
BELL
STOP OR S•ECIAL SLEET[ AS PER MANU-
r
t
F FACTURERIS SPECIFICATION.-
REVERSE
0'
E
9` }. SEE PLAN FDR SEWER. LIRE SIZE.
i`
wyE 4`-C
6. EASES SMAIk !E CAST IN PLACE
LONG
UNLESS AR=a0yE0 !• ENGINEEP.
STANDARD PIPE BEDDING
_
7. SOLID CAST ALUNINU14 04 CAST IRON ;
4
MANHOLE STEPS ONLY.
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N. T. S.
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4'-0`
4'-Ow -
DIA. U.N.O.
MIN
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FEW
FLO
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SECTION A A
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N. T. S.
SECTION -A - A
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N.T.S.
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DROP
MANHOLE
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MANHOLE
STANDARD MANH
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MANHOLE
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DETA/ LS
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Orate Flwlelon
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P.O.EOX 978
- 0910 MOTTINGHAM
•
ntain -
ROAD&19;�Omeue
SUITE 101
1420 VANCE STREET
AVON.COLO.81820
(303) 949-3072
• LAKEWOOD.COLO.S0219
ring Ltd. (303) 232-OSSt!
I
w•.f•st Na.
0.T.A.
CORDILLERA SUBDIVISION
V-7137E
- _
Drawn or.
M. 0• L.
CLUBHOUSE SANITARY
2-24-88
- -
che"" ere -
ecalm
J. M. S.
SEWER LINE
NOTED
- .-
Field Beam: lu -
PTa•t M. -
i
DETAILS
3 OF R -
I
3 '
•� Tz-
/,6 - 4 BARS
CONC COLLAR I • . .° r
a
- I C3"—°
PLAN VIEW3••
j 4 o.
CnNC COLLAR
a _ 0 4.,
Cn•rC ENCASE V T= _ CONC. ENCASEMENT
TRENCH w TH A '�• s :'• - • . p'r -a- I, O.
WO
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SOUEEGE SECTION AA
SERVICE LINE I�. `. /, D';;►� /
% —D- - - SECTION - A
rr�tIfr[Crr 4r .'••. .. • rar ataara
`aaaal!i;'�ySS1;�i,<L-r ,f/�11��" E�i•�%�';��f �r'`�'-�r�r=//=
A NOTE' ENTIRE wYE SECTION To BE CONCRETE PIPE NCHORS
ENCASED, JOINT TO JOINT 70
ELEVATION ,JOINT, Qajj NOT TO SCALE
STANDARD CLEAN -OUT DETAIL
NO SCALE
511
DETAIL 'A"
SCALE I "= 50`
U
LAP POOL DISCHARGE PLAN
SCALE: I " = 200 ` �
i
82
i
E
80
78
f SECTION X -X
76 / SCALE:
VERT. 1 "= 2`
HORIZ. I " = 20'
6.5` 0 !" 9.5`
1.5
PROVIDE 4.0` MINIMUM
COVER ATAPOND I
0
T, OD JOINT
CONCRETE
A PIPE ANCHORS
NOTE:
LAST TWO JOINTS OF SEWER ARE TO BE
CONSTRUCTED OF A W W A C 150 DUCTILE IRON PIPE
TO EVAPORATION
POND
4.0` 3.0` 6.0`
0.5` 1.0`
2
3.0` 1
12" RIP RAP
SECTION B - B
SPILL BASIN
NOT TO SCALE
NOTE: SECTION C-C SIMILAR EXCEPT
FOR PIPE
1.5`-> 2.0�
I
H H WATER LEVEL
2 I 2.0`
POND BOTTOM
EXISTING
GROUND1.5
j
MIN.
1
— — —
/� 77/r- 3 �l 30` MIN. l� „/ PROPOSED GROUND
�3.0`--�
NOTE: DITCH IS TO SLOPE A MINIMUM i {
OF 1 % ALONG I T `S CENTERLINE TO
THE POINT OF DISCHARGE.
I
f
DIVERSION DITCH NOTES: {
NOT TO SCALE
1. All installations shall meet the rules and regulations of Eagle
County Health Department as 'set forth in the Individual Sewage
Disposal System Regulations of that department; Construction of
the system shall be inspected by Eagle County.1
i
2. All sewer mains shall be constructed with ASTM D-3034 SDR 35 polyvinyl'
i chloride pipe. Pipe materials shall conform to ASTM D-1784. Joints
shall be bell and spigot type with a rubber gasket and conform to.
I ASTM D-1869 and D-3212.
3. Pipe is to be 8" diameter, have a minimum bury of 4 feet, and a
DIVERSION DITCH minimum grade of 1%. Clean -outs shall be provided at maximum
300 foot spacings or wherever pipe deflection is greater than
10 degrees horizontal or vertical. I
4. The sewer main shall be tested in accordance with State Health
i Department standards and specifications to include lamping, low
pressure air test, and deflection.
k
Onto
R•v l• lori
P.O.8ox 170 §UITE ,O!
Colo NOTINOHAM ROAD rjInter-Mountain - „� VANCE 2TREET
7/26/
- REVISED PER CLIENT
AVON. COLO.6SE20
(303) 040-5072 -
LAKEW000.
. - - _ - F,nVneering Ltd.
C�O.8022
(303) 2312-015H
_
V - 7/3 E
POOL BACKWASH DISCHARGE
G. T. A.
LAP
CLUBHOUSE BUILDING
7121188
TV
- -
0'a"" Or:
- LOT I, -
tcsic
J.M.s.
CORDILLERA SUBDIVISION FILING NO. !,
OWN
As SNo.
n.0 ws: ws:
EAGLE COUNTY, COLORADO
4 OF 4 . -
