HomeMy WebLinkAbout565 Lariat Loop - 210505402012 - 1045-91ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 O 4'5
Please call for final inspection before covering any portion of installed system.
OWNER: James R. Sanders PHONE: 303-926-1098
MAILING ADDRESS: P.O. Box 3201, Vail, CO 81658
AGENT: PHONE:
SYSTEM LOCATION: 0565 Lariat Loop, Edwards South Forty
LICENSED INSTALLER: LICENSE NO.
DESIGN ENGINEEROFSYSTEM: Glen Palmer P.O. Box 37, Edwards, CO 81632
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 720 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Per engineer design, as-builts required Need inspection portal at
end of each line. Maintain 5 ft between lines and tank. Licensed installe
required, p i�
ENVIRONMENTAL HEALTH OFFICER: DATE:
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 111, 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: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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: 710 SQUARE FEET.
INSTALLED SEPTIC TANK: 1000 GALLONS 6C2 DEGREES 30 FEET Zide 1e4ve5 �#vs,E
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: \\�
PROPER MATERIALS AND ASSEMBLY • YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
Af
ENVIRONMENTAL HEALTH OFFICER: DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANTIAGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT LO
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTYNumber:
P . 0. BOX 179
EAGLE, COLORADO 81631
949-5257 Vail
328-7311 Eagle
927-3823 Basalt
PERMIT APPLICATION1 FEE
$150.00
I PERCOLATION TEST FEE S125.00
NAME OF OWNER:
o rni'
,s o n
MAILING ADDRESS:
F10 . Bo)[
1 �j
(,j j I
PHONE :
q Va _ ] 0ci R'
NA14E OF APPLICANT
(If different
from owner):
ADDRESS:
PHONE:
DESIGN ENGINEER OF2
SYSTEM
(If applicable): 1 C�
PCLII'
e
ADDRESS: P�O • Lid
3
WrA r(>1 S
PHONE:
612CP ' 3 3—B
PERSON RESPONSIBLE
FOR INSTALLATION
OF SYSTEM:
LICENSED INSTALLER:
( ) YES ( ) h0
ADDRESS:
PHONE:
PERMIT APPLICATION IS FOR: (>C) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: i
Physical Address: 5 a r S
Parcel Number• S -1Z Lot Size: S
Legal Description. a — — a —
BUILDING OR SERVICE TYPE (Check applicable category):
Residential - Single Family ( ) Residential - Fourplex
( ) Residential - Duplex ( ) Commercial (Type)
( ) Residential - Triplex
NUMBER OF PERSONS: 3 NUMBER OF BEDROOMS: �
WASTE TYPES (Check applicable categories_):
Commercial or Institutional ( ) Dwelling
( ) Non -Domestic Wastes ( ) Transient Use
(X) Garbage Disposal (X) Dishwasher
(X) Automatic Washer ( ) Spa Tub
( ) Other (Specify):
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
Septic Tank Composting Toilet ( ) Incineration Toilet
Vault Privy ( ) Greywater ( ) Chemical Toilet
( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use
( ) Other ( ) Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: (" ) YES NO
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: O YES ( ) NO
WATER CONSERVATION PLAN: ( ) YES ( ) NO
NOTE: The Environmental Health Office may reduce the required absorption area upon
approval of an adequate water conservation plan.
SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek/Stream
Give depth of all wells within 200 feet of system:
If supplied by community water, give name of supplier:
SIGNATURE: DATE:'
INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: Percent ground slope
Depth to Bedrock (Per 8' profile hole
Depth to Groundwater table
SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1
- Minutes per inch in Hole r2
Minutes per inch in Hole #3
FINAL DISPOSAL BY:
Absorption Trench, Bed or Pit
( ) Above Ground Dispersal
( ) Under Ground Dispersal
( ) Other
AMOUNT PAID: O� RECEIPT NUMBER
( ) Evapotranspiration
( ) Sand Filter
( ) Wastewater Pond
DATE: /5� 1n�
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER".
(Environmental Health Dept.,- Rev. 4/88)
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
May 1, 1991
James R. Sanders
P.O. Box 3201
Vail, CO 81658
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328.7207
RE: Issuance of Individual Sewage Disposal System Permit No. 1045
Enclosed is your ISDS Permit No. 1045. The enclosed copy of the
permit must be posted at the installation site. You must call
our office for final inspection before covering any portion of
the installed system; the deadline for final inspections is
December 1.
If you have any questions, please feel free to contact us at the
following numbers for your calling area: Basalt/El Jebel
927-3823 ext. 730; Eagle Valley 328-8730.
Sincerely,
&167 41��
Roger Hosea
Asst. Environmental Health Officer
Community Development
cc: ISDS file
encl.
RH/alm
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328.8730
EAGLE COUNTY, COLORADO
November 4, 1991
James R. Sanders
Box 3201
Vail, CO 81657
RE: Final of ISDS Permit No. 1045
Dear Mr. Sanders:
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328.7207
This letter is to inform you that the above referenced ISDS
Permit has been inspected and finalized. Enclosed is a copy to
retain for your records. Also enclosed are informational sheets
regarding the care of your septic system.
If you have any questions regarding this permit, please contact
the Eagle County Environmental Health Division, P.O. Box 179,
Eagle, Colorado 81631. We can also be reached, depending on your
calling area, at the following numbers: Eagle Valley 328-8730;
Basalt/El Jebel 927-3823.
Sincerely,
0
-4mr dt-t"
C. Kelley Carhart
Office Assistant
ckc
Encl: Information Sheets
Final ISDS Permit
cc: Chrono File
ISDS File
Building Permit File
BED�DoN.! dN/T
_ ,'tP'ogrcocd __.=_ 7s 44ti-p�sc�,/sty_
_—FloW = oppm _x 2 �Ns� s_ M X 7s x ! •; / _7 6PPf
- 5/n/6�.E Ff!ir�r is Y ,eEs�s�i'f.C.E
3. 5 PEB'scz�/yN T
F40W = 75 &AL sau
1 -
_ __.._._._.. -. __.. ___ � _ ice'-`'''-- -- �3, 5 _-PEA Lv ^'-,T x �5_ �►a��.��y.X l.._5 .-.. 3�_4__G�.D _ _
ifwv_
�,
:..
i 1
PA6Z.
qy{
11�
1 _.PoSTp�Ho
Dv w tT'It
+' i 40 L.ES I LL E t> W 17- K W h T-t� _..tZ_ 6. 3D P M
i'
HOLE I D E PTI+
WA T F I L.LED ro u
5:40 P. M ._ �4:5•t
@ 13, 7-5
kOLE Z P?4 = 3Su
l/JA-re - F ILLED To N1t O '5 f. M.
1-7
. S it
TO.
17 N --
5 : 05 -P.
'Ttf--.@.M____
A.3,s
P.
TfF
.75tt
r 11 1� f3
14.5 - I3.75 /_?5 MAN
{-IOI.E Z _ 175 -
15,75" /35 M IN =
M IN
' Sc, I LL C_LAc � _1� Lo^ m
_
LoaPiNC, r tTe = 0,5O_ga) sF/daft _
I
OPTIC. TANK SIZE
V — LY_ FLOW
_3_BE'PoeoM-._..__.IOCd ._.. q.....
- -
2 4cce.5s �cv,eTS
WITH6 1G diaW �.__ 41WICA AV M7r
oe
i
14
15 or
s
14
41 -•
N•T.S. �I
(e) Maximum loading rates of effluent volume for soil absorption
systems are as follows:
Percolation Rafe Typical Soil Tailuns Maxinvim Loading Ran
(minugs/inelt) soil Class (Appendix 2) (galJsq fiJdsy)
0.10 I Sand 1.30
11-20 71 Sandy Loam to Loam .72
21-30 111 Loam .50
31.40 IV Loam to Silty Loam .40
41-60 V Clay Loam .30 - - Over 60 VI Clay .20
(f) A minimum absorption system may be approved by the health
officer as prescribed in Section 5-6.5(g) for one- and two-family
residences based on the soil class as determined by the percolation
rate (includes provisions for garbage disposal and washer).
(g) The required square footage of soil absorption systems for one -
and two-family residences is as follows:
Required Bottom Required Bottom
Absorption Area In eq. X Absorption Area in sq. IL Required Sidewall Areal
Per Bedroom' for Per Sadnom' for in sq. M. per Bedroom' fag
SON CWs Standard Trenches Seepage Beds seeps" Pits
1 165 Z. 215 185
11 300 400 335
111 440 575 480
IV SW • 3
V 740 • r
mrmbar of bedrooms ;two (2).
'Absorption arse for seepage pits is figured as effective sidawaU area bereath the Inlet.
'Urruileble for seepage pits if percolation rats is over thirty (30) minutes per inch.
•Unsuitable for seepage bads if percolation rate is over one inch (t") in thirty (30) minutes. -
4nruitable for conventional absorption systems. -
5-6.6 Adjustment for Deep Gravel '
The length of an absorption trench or seepage bed may be calculated
by allowance for the sidewall area of additional depth of gravel in excess
of six inches (6") below the bottom of the distribution pipe according to
the following formula:
Calculated = Length Required x W + 2
Length Prior to Adjustment W + 1 + 2d
Where W = width of trench or field, in feet. and d = depth of gravel below distribution pipe, in
feeL
5-6.7 The ground surface shall be graded to deflect precipitation or
other surface drainage from the disposal area. The absorption area shall
be protected against erosion.
5-7 Common Construction Requirements for Seepage Beds and
Absorption Trenches
5-7.1 An absorption trench or seepage bed shall be of sufficient width
and length or dimension to provide the required absorption area as
specified by the permit.
5-7.2 The bottom of the absorption trench or bed shall be level.
3
_a-_._.. _.-:....__......__.w+:............-....... _ ,. _-...--.«......:....:.r_..r.._� �' Vim+
btJ-SITE MkTEP-OtL
wAA&A> &eA"JEL
i
__ ..
-
i �.-.._.___._.__.____._.._EffEGT/f/E S f�E g�TGYE�N O,Z S /k►Jl� _:6s�tiC�._
i -
i
t
IS
i
i
i!
92
r
V
a
V' R,
rs
"4"� dbRr�FT+�rrY�i`�'ivr r �crrYt';'%1c r s sY7`C5 w k3�*�N r%}��s� �T•�� °i���R" r j � ��/T�1°ri a
`�'°l�'�'fk�c�'��r�'�+�`w t•t ! ivr _? '_.��+'M�{S r,�cr �• '�`'��'�` �,� C`' '�r tea ��f' � � t»a��„ @..
1a45-91
JOB NAME
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
l
e.
]A
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET NET PROFIT
JOB FOLDER Product 278 Q® NEW ENGLAND BUSINESS SERVICE, INC., GROT
11-4 - qj 6?6
Printed in U.S.A.
mmom
SEPTIC PLAN
SCALE
I"=20'
NCTES
L SCREW TYPE VALVE BOX TOP AND COVER
2 SAND
3 4" PV C PIPE
4 2- 22 V2• ELBOWS
6A^.KFILL A CCMFACT TC SPECIFICATIONS
6. BELL TYPE PLUG
7 WYE WITH 45• ELBOW (ALL BELL FITTINGS)
8. SEWER LINE, SEE PLAN FOR SIZE
9 END 4" PV C 3" FROM FINISH GRADE
(-FINISH GRt.Di '
6.51
1
,
• i
NV.180.5 TO A0.2
U''
SECTION THRU SAND FILTER TRENCHES
GENERAL NOTES
L PROVIDE RISERS ON SEPTIC TANK TO FINISH GRADE,
Z COMPLY WITH ALL EAGLE CO. REGULATIONS REGARDING SEPTIC SYSTEM INSTALLATION.
3. PROVIDE 5' MIN CLEAR HORM BETWEEN TREES AND SEWER PIPES AND SEPTIC TAW.
4. PROVIDE INSPECTION PORTALS PER EAGLE CO REGULATIONS.
LEGEND 5• PROVIDE W MIN BETWEEN TRENCHWALLS OF SAND FILTER TRENCH
PROPOSED TREES
�c PROPOSED SHRUBS
v INSPECTION PORTALS
0 CLEANOUTS
r