HomeMy WebLinkAbout2077 Ridge Rd - Vail Mtn PHQ - 210121300008INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631
Telephone: 328-8755
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
Please call for final inspection before covering any portion of installed system.
PERMIT NO. 1 2 O 2 —92
OWNER: Vail Associates PHONE: 476-5601
MAILING ADDRESS: P.O. Box. 7 City: V a i l State: rn Zip: 81657
APPLICANT: Vail Associates, Dennisa 1 on PHONE: 479-11 71
SYSTEM LOCATION: 119.50 Skyline Dr-iua TAX PARCEL NUMBER:
LICENSED INSTALLER: T) 33ni5� C.Arlgnn LICENSE NO: 50-92
DESIGN ENGINEER OF SYSTEM: -/t
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
750 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 240 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Remnve or fill with ParthPn materialtheexisting t=ai4k
ENVIRONMENTAL HEALTH APPROVAL: rJJ DATE: 101,28
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. 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. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED.
FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR):
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: 2 SQUARE FEET. //✓Z'K9i�� 1'0
U C
INSTALLED SEPTIC TANK: I�U GALLON ' DEGREES FEET FROM I- � GtS by« f
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLYr YES _ NO
COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: /' YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS:
ENVIRONMENTAL HEALTH APPROVAL: DATE: i;7 �Z
ENVIRONMENTAL HEALTH APPROVAL: DATE:
( -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT / AGENT:
PERMIT
PERCOLATION TEST FEE
OWNER:
RECEIPT #
CHECK#
ISDS Permit # / �p y a _1�7
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8755/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
**************************************************************************
PROPERTY OWNER: Vail Associates, Inc.
MAILING ADDRESS: P.O. Box 7, Vail, Co 81657 PHONE: 476-5601
APPLICANT/CONTACT PERSON: Dennis Carlson PHONE: 479-3171
LICENSED SYSTEMS CONTRACTOR: Dennis Carlson
ADDRESS: P.O. Box 2618, Vail, Co 81657 PHONE: 479-3178
PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (XX) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Patrol Headquarters Top of Vail Mountain
Parcel Number: USFS Land Lot size: NIp
Physical Address: 11250 Skyline Drive
BUILDING TYPE: (Check applicable category)
(X� Residential / Single Family Number of Bedrooms 1
( ) Residential / Multi -Family* Number of Bedrooms
Commercial / Industrial* T e /,,,,
o dos
TYPE OF WATER SUPPLY: Well( ) Spring (X) Surface ( )
Public ( ) Name of Supplier-219800 (PWSID)
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
SIGNATURE: C _ DATE: k -'7''
********************* ***************************************************
AMOUNT PAID:,RECEIPT# //, DATE: fC '
CHECK #�__ r,nn 7,2 CASHIER:
60C O`Z3
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
November 10, 1992
Vail Associates
C/O Dennis Carlson
P.O. Box 7
Vail, CO 81657
500 BROADWAY
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328-7207
RE: Final of ISDS Permit No. 1202-92, Patrol Headquarters Top of
Vail Mountain, 11250 Skyline Drive
This letter is to inform you that the above referenced ISDS
Permit has been inspected and finalized. A copy of the permit
for your records will follow. This permit does not indicate
compliance with any other Eagle County requirements. Enclosed is
a brochure regarding the care of your septic system.
Be aware that later changes to your dwelling may require
appropriate alterations of your septic system.
If you have any questions regarding this permit, please
contact the Eagle County Environmental Health Division at
328-8755.
Sincerely,
Brenda Henderson
Office Assistant
Environmental Health
/bh
ENCL: Information Brochure
Final ISDS Permit
cc: Files
RECEIVED
ALPINE
EAGLE COUNTY
ENGINEERING INC •N�l�TYf VELOPMENT
COMIMUNICATION RECORD
PROJECT VA L Assoc- W!3 5ePrtC Sys rM DATE la 116I97-
PERSON CONSULTED L7AY M Cold FMI �5A& r CD ASPA
ADDRESS
TELEPHONE
PURPOSE OF CONTACT P99LIPl eNAty F.CV16 JOB NO.
BY &LlJ 0 PALM Q?— COPIES TO ta5 A! 15 CA'e 1,<v!::*5
Memorandum [j Telephone Conference Ej Meeting Minutes n T ansmittalgL
[� The following was discussed Transmitted Herewith
W M9Pey — PC.EtsE pttilQ--J 7rt �Ae ftEZ1M i tiIt76V
'y'041 GGPI SV&,h,17-
74ESEE A�/� 7�E fi��c pcS�
&rr4 oev/E-W
Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632.303/926-3373 • FAX 3031926-3390
VA I G ASSOC fA its �
T
O Nt ►JS (. is;
Soh�r�s I,gy,
60+� pus 1, 9y'
P H C%> SEP71C = YSTr=7Jvti .
*t z.
0, 79'
Fl ?ST 50 #VIA- S (o M!NIINCY /O /Ll INll v[Ff
4Asr !N `j,V6,# 2 / lytov `/oe#
GCE Z! �ll�t/vTES f�,Z' /NCff �—
I! 2, SO/L P.2pFiGE /�ocf
Pic J
-ft 3
Z•OS r
9.3 AWAIliucy
kloy 117?vle--11 1
50 �ocl lae
r ll
.!�6e7�rw,
p ♦
50zC 94 e
l
VA assvc hrEti Q SiTt c 5 ysTt PACQE Z
3 , g�aiAG� FLor-r/
/� 3<o.+yir�lryJwr slrv,�
Czoo oa.11ons %dc is �'� pica,tkr G Q rat is sopel ire
Z 75 &tt p,+y (rSo'/v ZZs r pr
3 6om o,' ltr wcvr SINK 4, 4 Xivre lk s- X 2 �j r� (!So � = 40 6 PP
Tor.4L = Z 6 S Gpp. f�
4, SEPrr� TAivK- SrzZE'
• New SCjdf/G
Z OP Apr 1 750 G4aaw . rim t r—
f -PA&E 3
iFB��r►ov -t�En,�.r ces��
PPVPdsE SB-Z' M0VNDEZ5. Sysre-M
Q Y i
265 �5 21 = 243 sF,
to SBz IS avVly To A 3' w/DE
24313 = 81 LF
5AY 2 Trz ENc+-tE S 42 LD ►J F- .
'f
— � 11 — — « JCIJ WLV Ju FiLrll`r— GINLII YttKiNU INC PAGE 01
ALPIN
ENGINEERING INC
DATE: to/if/9z
t2 FAMS 8uSW= C MTEA . P_0. Sox 97
EDVAIWS. COLORA 0 31=
• 3D3 975-3373 * FAX 82&-3390
TIME: :30 19 M
JOB TXTLE—. PH s�Prfi s sl��!
so: ,may �,►e� i.E- r.� pis
VAX 0:
mQil m OF PAGES (INCLUMNO CoTm SHEET): - -
Ytmims:
r TO GAnr " &CIE �HC.2 ,
A VAV D ,
.rvn�ri�rar-�rr.�x
PERSON CALLED:
DATE: 16
TIME: 8 : ad a..�
ACTION:
i c.r �. Jr JL 1V. cu �c��Jcoaa �u FYLP"1NL tNUINttKINU 1NU F'AUE U2
a
t
VAIN... A►�_.," 1 �_' ' •.,.. �G_ SVST"6�l P� Aral.... tolr,b lil..�
�. to III ITZ
0
AIWAY fwoq rw ANi.10JOk
fto Am& OroF# Loan ro A A'rapo*'.
« Aeo r a oc zo M ♦w, mct —
.ft "� If
i
a• __ _ � _ � •fir_ � ;
lGl 17! 74 14. LL 3YJ.37LG,3.37q
' ai7aaG736 O� ,9 -�
*p ollacya. "lid
t
-,vom cu ,
13W
ALl•=1Nt LNUiNLEHING ING
r
4If 24--l-
'Z
�
�
Z
w
�
4
Q
�
JI
V
N
PAGE 01
h
S132 Installation Guidelines
1 NTRnni irT 1 nN
The SB2 system is an advanced alternative to gravel filled soil absorption trenches for septic
tanks. S132 corrugated polyethy ne tubing is encased in a factory installed DrainCuardo protective
wrap. it is available in both inch and 10-inch inside diameters, and in 20-foot lengths.
SITE FACTORS & SYSTEM LAYOUT
1. S132 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. SB2 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 SB2 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. S132 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
S82 (Figure 2).
2. Trench depth is normally 18-24 inches 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 S82 (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.
2. The 20-foot lengths of SB2 must be placed in the trench with the green stripe up and joined
with ADS split couplings. The DrainCuard® should then be pulled over the joint to reduce
soil infiltration.
3. Either plain end caps or optional inspection/cleaning ports (Figure 4) can be used at the end
of each line.
4. S82 lines should be held in place during initial backfilling to prevent movement of the pipe
in the trench.
5. A loose granular soil backfill will enhance the performance of the S82 in slowly permeable
soils.
6. Large clumps and rocks should not be used as backfill.
7. All drainfield installations should be seeded as soon asppossible to prevent soil erosion due
to rainfall.
Green
$tripe
18-24"
Reducing
Tee—__ �.r. __. �\ Ground Level
4" Smooth
Wall
or
4" Corrugated
SB2 Pipe
Trench Separation Per
Figure 1 State or Local Code
Connecting Lateral -Serial Distribution
(Not To Scale)
:-18-24" �6- IN. Ground Level _ �—
Drain Green Nylon
Guard Location Protective Wrap
Stripe
8" or 10" 8" or 10"
SB2 SB2 Inspection Port
(Optional)
10" x 4" or 8" x 4"
Offset Adapters
May Be Used in
Lieu of ADS
Reducing Tee
Pictured
Green
Stripe
SB2
End Cap
8" or 10" Non
Perforated Spacer
May Be Necessary
To Extend Cap
To Ground Level
Figure 4
Optional Inspection/
Figure 2 'Drainholes Cleanout Port
SB2 Cross -Section View
(Not To Scale)
(Not To Scale)
4" Sanitary Tee Ground Level
Liquid Level
Tank May Be Multi -Compartment
Ulm
Septic Tank Flow Line End Cap
8" x 4"
or 8" or 10" SB
10" x 4" Offset Adapter 2
Septic Tank
Figure 3 S132—Side View
(Not To Scale)
HL.r'll`IG CNU1NLtNINU 1NU
PAGE 01
ALl
ENGINEERS INC
DATE: /o/a/ I9z
TUfE: / o /$ 000,
AJMS SUSW_SS CENTER s P o. SOX 91
#i��IFAMS. W.DRADO �R32
PERSON CALLED:
DATE:
TIME: i2a,, .
ACTION:
JOB TITLEt 11411, AsS&C, f'h`Q seem sysm�4
PROM.- 66WVnr /,f' tAfG.
WHBER OF PAGES (INCLUDING COVER SHE=) : 4 �_.�..
REMARKS;
09
d
J
Llj /_1f :3-1 1J. 44 ALPINE ENGINEERING INC PAGE 02
PAW !
__ �..... I_ -,......_ .._,W..—_ .__... — . . ! ...... p III ! AjvAr
• rye- P�ds+�F+�� 't"�c �.�rrva� t� �� /� ■ �ra�+,�+av�!
,+M,o Pit& #Vjr# pip- rO 4 61AAVA,�,,
• Pro iv f oc zo ■ or ow. 4r e ~ m �s +Ce � a�Rs� ef!■�4a J®i�0■!.t mC"*
AP
i ■ O
AL
• `�, �1'ri
L�
—1 -+r — .1— ouJ 04O0,)Drj
b
ALFINE ENGINEERING INC PAGE 03
Pme-9
I49M
f
4't SEm�dre
ro movacla.
4
ALF'iNt tNUiNEEHjNG INC PAGE 01
Ppwrp
171C
to P%r-
. --k
ALPINE
ENGINEERING INC
COIti01UNICAnON RECORD
EAGLE COUNTY
COMMUNITY DEVELGP�"E!"
PROJECT VA►LASsoe- rl-l4 SEPTIC DATE Nod G, l992
PERSON CONSULTED ,
ADDRESS TELEPHONE
PURPOSE OF CONTACT sire 0 5EW,7160 JOB NO.
By GLUM rALME�?- COPIES TO b=NJ►S cAe-LrC+j V. A
Memorandum U Telephone Conference Meeting Minutes n Transmittal`]
0 The following was discussed 0 Transmitted Herewith
D Al
D 69
199Z
t'7-t-E
SEFr7C Sr5 r-C-X4 D n�STP�c / n c�,u
FOB
1"H'E
VA+L
A-iSOG
Pt+fR SITE,
TWO SOIL P100FiIff tt'ceS lvMC
flVlr AT Tit£ S►rE t ►1 t r-►2sr peoF t UeE Hrx-E T tPAT SE---POOCIC
W Az7 3 TO 4, DE-r-p (Vcz6pE-p— 1 Z, ryt-tF-1 v C-'T� AS EZVNY� P2 pF1C� L-fc��-t.
W/'e, Po(r FvIZrnEfl WEST BEV0q-'L' c<1/tS 6 rO 6�
.DES•
Tl E
.
AQ�&T►UN Meyetr WAS-,
226 A'NC,>
'!t- 0 .I,s�
to 25�
Ptflr-?�CtNut:Lr of
S6-2), tvrflctt
.sWLP WoulPff- 4' or-
Or- DIE s , EcL "PE PE S
fV VMZI/, IT 15 2 E-cok N e wc-D j t-A-fi
A 3 o Sol Pe oFI LE tIOLL BE- PO& "LKF
SP�t ►�G `rD
la�vFi�svl rl�€�eo��
v ��n��
u� Tl� t�5��'nvN �cr��1-,
IT- 6VAS, 0E60Xr
g"v0tr> rN71 r-
7i1">; iiZ��r►Cm;�y
2r}�tCr�t��CU A�Ar
ID F"v6�r
r-f MINI or' 71-riff
n4QuK1Q ,
-rT� r) t PONC��
1?r�lL S (igWO V7E' F- U.c6VCV oe Elc1 E19 WI Pt2T7
.*50#DE-pT* m AVE- r r bE r1=►curt ro �t'Tt=-reµ ►n1� 'rP�-nY�t � '7+ts,
Me-
Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632.303/926-3373 - FAX 3031926-3390
United States Forest White River Holy Cross Ranger District
Department of Service National P.O. Box 190*
Agriculture Forest Minturn, Colorado 81645
303-827-5715
Brian McCartney
Manager of Mountain Operations
Vail Associates, Inc.
PO Box 7
Vail, Colorado 81658
Dear Brian,
Reply to: 2720
Date: October 28, 1992
N 011 13 1992
EAGLE COUNTY
COMMUNITY DEVELOPMENT
A review has been made of your PHQ leach Field upgrade project. Construction
has been authorized to bring this facility to meet state and local codes.
Construction may start immediately.
Sincerely,
BRUCE A. UNGARI
Winter Sports Administrator
$ F6-8200.28(7-82)
ALPINS
ENGINEERING INC
CONWUNICATION RECORD
PROJECT Vft- / iml fogQ `-2yM DATE S — 2 — 17 S
PERSON CONSULTED o�iQY /j7 Elie S� FMM 6%1bC E" CO Am C Tr% _
ADDRESS TELEPHONE
PURPOSE OF CO
NITACT JOB NO.
BY 616;VIV If A-107L COPIES TO TtP AACZ-E-K V, 4
Memorandum ❑ Telephone Conference Q Meeting Minutes Q Transmittal Q
Q The following was discussed Q Transmitted Herewith
`o'Xlb�i se S 15 .
Eno
GOYi t'�P. Clr �� 7?� Vl�vie k-? 4r r h. _
JOY/ 6lil� i � S�/�A-,. �i �ieai+-
Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632.303,926-3373 • FAX 303-926.3390
/vv7j 3-T -i PI :2 -7
G V9 H 7
1VTV_L1qnQW III A
1202-92 - Vail Associates, Patrol Headq-- ---1
Top of Vail Mountain, 11250 Skyline Drive, JOB NO.
Dennis Carlson
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
k,, 1
G���,�,-�� 6 �o y�
l�i� L T GG ��
'✓ o
JOB COST SUMMARY
US cj � e_
TOTAL SELLING PRICE
CzC/t����i>� 1/�✓�'
�vv lc` C1� ,/� ss
TOTAL MATERIAL
sT 7V-0
TOTAL LABOR
INSURANCE
°" C (a l e-0' - i
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
%, OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278 Q® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER Printed in USA
v