HomeMy WebLinkAbout725 Escalante - 239127104006 - 0977ISINDIVIDUAL 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. 977
Please call for final inspection before covering any portion of installed system.
OWNER: Pegasus Development PHONE: 925-8038
MAILING ADDRESS: P.O. Box 7914 Aspen, CO 81612
AGENT: PHONE:
SYSTEM LOCATION: lot 30�Aspen MesaEstates, -I tt Filing
LICENSED INSTALLER: Norm Gould and Sons Construction LICENSE NO.
DESIGN ENGINEER OF SYSTEM:
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1250 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
1-5 qa SQUARE FEET OF SEEPAGE BED •J-_tQZ SQUARE FEET OF TRENCH BOTTOM. as per engineer design
SPECIAL REQUIREMENTS: Build andinstall according to engineer design requirements
s
ENVIRONMENTAL HEALTH OFFICER: DATE:
CONDITIONS:
1. ALL INSTALLATIONS UST COMPLY WITH ALL REQUIREMENT O THE E E COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANT -104, C.R.S. 1973, AS AMENDED,
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTUR S WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH A Y 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 Ill, 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: 3 9CP SQUARE FEET.
INSTALLED SEPTIC TANK: aso GALLONS -� DEGREESFEES
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: �d
PROPER MATERIALS ANDASSEMBLY n YES NO
COMPLIANCE WITH COUNTYISTATE REGULATION REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION I NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANT/AGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number:
P. 0. BOX 179
EAGLE, COLORADO 81631
949-5257 Vail
328-7311 Eagle
927-3823 Basalt
PERMIT APPLICATION FEE $150.00 PERCOLATION) TEST FEE $125.00
NAME OF OWNER: amlmsys 1�0
MAILING ADDRESS: Z0 .906 791V AjP,J 1 IPHONE: �Z '-
NAME OF
APPLICANT (If different from owner): (
ADDRESS: j��. ADZ �S
DESIGN ENGINEER OF SYSTEM (If applicable):
ADDRESS:
PERSON RESPONSIBLE FOR
LICENSED INSTAL
ADDRESS: Io971�
INSTALLATION OF SYSTEM:
ER: ( ) YES ( )
F Sf 7 C L rw wbr�n
PHONE: _%1,gl.56
PHONE:
co PHONE:
PERMIT APPLICATION IS FOR: &-Z� NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Physical Address: CSC'.-L &I=
Parcel Number: Lot Size:
Legal Description • I-aT n 1XPt7J;K0,1- a75at= iie2S�� �u,✓�,
BUILDING OR SERVICE TYPE (Check applicable
Residential - Single Family
( ) Residential - Duplex
( ) Residential - Triplex
NUMBER OF PERSONS:
category):
( ) Residential
( ) Commercial
- Fourplex
(Type)
NUMBER OF BEDROOMS:
WASTE TYPES Check applicable categories):
Commercial or Institutional (' Dwelling
O Non -Domestic Wastes ( ) Transient Use
( ) Garbage Disposal (X4 Dishwasher
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: (X) YES ( ) NO
WATER CONSERVATION PLAN: ¢C) 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 11 wells ithin 200 feet of system:
If sup pli commu water, give nai of supplier: SP& r �
SIGNATURE: 2�-Si/J DATE: _ li
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 #2
Minutes per inch in Hole #3
FINAL DISPOSAL BY: 3
Absorption Trench, Bed or Pit
( ) Above Ground Dispersal
( ) Under Ground Dispersal
Other
AMOUNT PAID: �_ RECEIPT NUMBER
( ) Evapotranspiration
Sand Filter
( ) Wastewater Pond
5 5 9 / 45�,WDATE :
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER".
(Environmental Health Dept. - Rev. 4/88)
May 23, 1990
Mr. Ray Merry
Eagle County Environmental Health Dept.
P.O. Box 179
Eagle, CO 81631
4.
RE: ISDS - Lot 30, Aspen Mesa Estates
Dear Ray:
1001 Grand Avenue, Suite 2-E
Glenwood Springs, Colorado 81601
(303) 945-1004 (303) 925-6501
Fax (303) 945-5948
SAY 2 y 1990
CO114PvrEAGLEL°°� Tf �,nEI,�JTY
Please find attached two copies of the as -built drawing for the Wiscon-
sin mound installed on Lot 30, Aspen Mesa Estates by Norm & Gould &
Sons Construction.
As we discussed previously, because of the presence of bedrock, we have
installed the Wisconsin mound with the bottom sand absorption area
sized to accommodate the 30 minute per inch percolation rate observed
on site.
I hope this information serves its intended purpose. If you have any
questions or comments, please do not hesitate to call.
Sincerely,
W�y i
Je erey S. Simonson, P.E.
JSS:lec/90101
Enclosures
EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
March 23, 1990
Mr. Gary Carmichael
Carmichael Construction _
P.O. Box 9071
Aspen, CO 81612.
Dear Mr. Carmichael
Please find enclosed your check, ##1143, in the amount of
$150.00, which I am returning to you due to overpayment.
The fee for the Percolation Test performed on March 21, 1990,
for Lot 30, Aspen Mesa Estates, is $125.00. Please send a check
..for that amount as soon as possible. If you have any questions
regarding this situation, please call me at 328-7311, Extension
530.
Sincerely,
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
�U
2 Name
Date Rut d 3c7 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:
COMMENTS:
BUILDING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
ENGINEER: Complies with -
Roads:
Grading:
Drainage:
Recommend Approval:
COMMENTS:
YES NO REVIEWED BY DATE
ENVIRONMENTAL HEALTH: Complies with - YES NO REVIEWED ,BY DATE
Fl.00dplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval: k/
P /
COMMENTS: �� // �� s t914 '1
Doo JaLela—,. 6 ?olqo
f r
M
PERCOLATION TEST
ENVIRONMENTAL HEALTH DEPARTMENT
Eagle County
FEE: $125.00 ISDS APPLICATION NO. 3 „-S-
OWNER: Gar/ i.�af°Er'i�Cohst-
LEGAL DESCRIPTION: Go-/ �(7
RURAL ADDRESS:
m
TYPE OF DWELLING: %/' NUMBER OF BEDROOMS: S�
DATE OF PERCOLATION TEST: 31,:;2 /hi) TYPE OF SOIL: k�,Q, C /V 74ro � ,5
TEST HOLES PRE-SOAKED: YES X NO
TIME
WATER DEPTH II
INCHES OF FALL
RATE
1
2
3 11
1
2
3 it
1
t 2
3
1
_
2
3
V
- 3a
/.33r2.
a
r
�-
7 //
17—
1
-
3 1 r
—
y
aar7
9,('
o
= �0
v
1 a rr
ao�►P{
a� 1
10
2 ; s
/-L 26
/,2;Y7
8—
/a-
3
777,1
—
v
001fl
do/v/
g - 10
PV/
dry
13
flQp1
'--o�fP
/a
PERCOLATION RATE: /
RECOMMENDED MINIMUM SEPTIC TANK SIZE: _ (1
RECOMMENDED MINIMUM LEACH FIELD SIZE: 13r j.., r4 A0*,
�i
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: JJ
SITE HAS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE.
Environmental Hea th Offer Date / T
COMMENTS �, _ v CA v 17_ /� . 3'r)/ 7L,r /�.o�
/ - it _i
Rev. 5/31/84
r
977 Lot 30 Aspen Mesa Estates
JOB NAME JOB NO.
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
JOB FOLDER Product 278 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printer! iri U.S.A.
GENERAL NOTES•
1. All materials, installation practices, setback
requirements, etc., shall comply with . the Eagle County
Individual Sewage Disposal System Regulations.
2. Sand shall be medium texture sand. K moteria/
_ l -
o I 36.0' - shall_ pass the No. 4 sieve.) -
I min
< 30-359 0.05-0.25 min
> -1092-0.05 min11.0, 5 The engineer may require that o gradation ano/ysis be
r T T done to certify that the material proposed meets this - -
I I I I I I specification.
PROPERTY LINE
DISTRIBU7701V PIPING I I I I I I J. Stone shall be 3/4" to 2-1/2" screened rock.-
Zo 4" PERFORATED PVC SEWER PIPE
(ASTM 2729) 4. Piping in system sho// be standard, perforated sewer pipe,
I I I I I I ASTM 2729-Sewer and Drain Leachfie/d Pipe. .
- 5. The area " disturbed by construction shall be reseeded = with _ = native grasses to prevent erosion.
II I ( I 6. Use risers as needed. to bring septic tank _access hafch -
within 6" of finished grade. -
0 3.0' 6.0' 1 6.0' 6.0' 6.0' 6.0' 3.0' 7. - Cast iron pipe of equal strength or other pipe properly `
N supported to prevent failure by settling shall extend _
from tank for a distance of at least five feet (5) from
I I ( ( I I the inlet and out/et ends.
8. The following preventative maintenance schedule is _
recommended to prolong the life of the system:
a) Pump septic tanks at /east once a year. .
I I ( I I I b) Check plumbing fixtures on - a regular basis and repair
all leaks which can odd - substantial amounts -of water _ -
II I I I I to the system.
10.- The Contractor and Owner_ shall take whatever measures - --
are necessary to assure that o) the septic tank and .
sewer lines are comp/efe4, water tight to prevent =
MOUND A950RPT/ON FIELD
infiltration of groundwater into -the system, and
o =
b) the system is installed to -prevent freezing of
� SEE DET</LS _ - - -
E
11.0' gravity sewer lines. a
11. The County Engineer shall be notified when construction - _
commences and kept abreast of the construction progress
so that sufficient inspection con be performed to .assure
BASE OF SAND `sw. conformance with these plans. -
12. No traffic allowed on the proposed disposal field.
'IVE 64SE OF GRAVEL _ -
13. /t is the Contractor's responsibility to verify all - }
locations of utilities that may affect location of _
facilities drawn. Verification is to be made with the '
l � Owner and the affected utility company.
F
GALLON EL.�e.00' ZVOER PIPE l0� fi/INFZUENT LINE OUTLINE OF SAND AREA -
PVC SOLID WALL A 4' PVC SOLID WALL OUTLINE OF GRAVEL ARE4 14. Substitution of materials i.e. pipe, tanks, etc. is
,SEC TANK
CO,ICRETE �17, PASTA/ 2729) (ASTM 2729) acceptable provided verification and acceptance by the
Q�Q ('T/-- - - - - - Engineer and the Environmental Health Officer is made. -
x EL. 7.83' 1� 15. the location and elevation of the house is schernotic. f
MOUND BED It is paramount that verification_ of. sewer line location
0 �, / /� VIEW
and elevation be checked with building plans prior toGv�4�PL1'1 / V construction.
16. Site map supplied by Owner (supplemented by Engineer ).
III T.S. -
4.. PVC SOLID WALL
AS TM 2729
� SLOPE B M/N. //4 PER FT. DESIGN CALCULATIONS
PROPOSED HOUSE -
1. - DETERMINE FLOW TO FIELD (A VERAGE DAIL Y)
4 BEDROOM HOUSE
2 PERSONS/BEDROOM
75 GPC/DAY
PROVIDE M/RAFl 140N FABRIC 4 # 2 * 75 = 600 GPD - -
BETWEEN TOPSOIL AND GRA VEZ _
2. REV/SE DESIGN FLOW - FOR WATER SAVINGS DEVICES
j f7N/SHED GRADE -
' EXISTING GRADE 1.5' OF TOPSOIL ON -
INNER EDGE OF MOUND A 25Z REDUCTION /N FLOW /S ALLOWED
SITE PLA_
LAP 10 MIL LINER 1.0' 600 - 0.25(600) = 450 GPD
N. T.S. PERFORATED SEWER PIPE-ASTM 2729 J. REVISE DESIGN FLOW FOR DOSING - -
6" OF TOPSOIL AT EDGE A 2OZ REDUCTION l/V FLOW IS ALLOWED -
SLOPE
_
SIDE SLOPE OF SAND = 2.• 1 450 - 0.20(450) = 360 GPO
(END SLOPE OF SAND = 2.1) 4. FOR A FOUR BEDROOM HOME A 1250 'GALLON SEPTIC TANK IS
/2' GRAVEL LAiE'R REQU/RED.
_.......... ......... r.:....................•............:.....:.....: •.• •.•.: •.... ..:.:..
..--............... ....... •••�..... ... ....... 4' OF SAND UNCER `
- -- -..... _ _... ........... . .. _..............•.•.•.�..Gf�.9�/.�L.•.B01.7~OM.•.�V%DtK•.•.•.-:.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.-.•.•.•�• .•.•.•.•.•.•.•.•.:.•.•:.•.. - -
GRAVEL LAYER 5. PERCOLATION RATE FROM FIELD DATA /S 30 MP/ -
_....:._ ...................•.•.•.•:.......:.....:.. ......•.•.........•.•.•.•:.....•.•.•.•......•.•.•.•.•.•.•.•.•..... •.• ..•::.•.•... ALLOW -
:.::...:::.... .:r-:-:.•.•::::.. :::::::::::......•:.•: ••::::::::....:::.•::::::::.::...:::.:..•...•.•.•..•.•.•........:..::.....::........:....:...........
ABLE LOAD/NG RATE(NATIVE MATERIALS) - = 0.50 GPD/S.F.
LAP .10 MIL LINER 1.0' ALLOWABLE LOADING RATE(SAND) = 0.95 GPO/S. F.
6. CALCULATE FIELD SIZE y
58' SAND BOTTOM WIDTH
DETERMINE BOTTOM OF SAND AREA: -
ARE4 = 1. 95 # 360 - 0. 055 * 360 = 1384.20 S F. _
•Q�� S DETERM/NE BOTTOM OF GRAVEL AREA:
SECT/ON A -.4 _
• _ AREA 1.50 # 360 568.42 S.F.
0.95
N.T.S.-
•,y��� .• •E���`` USE 24 ' X 58 ' BOTTOM OF SAND (EFF. AREA -= 1392 S. F.) `
USE 16 X 36 BOTTOM OF GRAVEL (EFF. AREA - 576 S.F.)
S MUESER GORDON MEYER_ INC. LOT 30, ASPEN MESA ESTr4TES EAGLE COUNTY BER R�rs/oN DATE BY Growing File: yob B90101A _
f COL OR4D0 Drown by: DJC10YGRAND AVENUE, SUITE 2-ESEWAGE DISPOSOVAIL WISCONSIN
GLWOOD SPRINGS. COLORO 81601
- _
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(W) 945-1004
te:- / V/ OUND 5 14�90
AS,EN, COLORADO (303� 925-6727 S YS TEMAppr by.
OF }- .