HomeMy WebLinkAbout689 Ridge Rd - 210519400005 - 1017-90ISINDIVIDUAL 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. 1017
Please call for final inspection before covering any portion of installed system.
OWNER: Jim Brickman PHONE: 214-559-2682
MAILING ADDRESS: 4514 Cole Ave Ste 808, Dallas Tx 75205
AGENT: PHONE:
SYSTEMLOCATION: Lot 11, New York Mountain Project
LICENSED INSTALLER: John B. Johnson, P.O. Box 158, Avon, CO 81620 LICENSE NO.
DESIGN ENGINEER OF SYSTEM• Inter -Mountain Eng. Ltd.
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING:
1750 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 714 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Place inspection portals at end of each line
ENVIRONMENTAL HEALTH OFFICER: DATE: y ✓! �� w
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED /N 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: (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.
t tea!
INSTALLED ABSORPTION OR DISPERSAL AREA: S@dflFi!`FEET. i!Z
INSTALLED SEPTIC TANK:✓®O GALLONS DEGREES FEET
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS ANDASSEMBLY 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:
ENVIRONMENTAL HEALTH OFFICER: IGif DATE: ✓4 / i
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANTIAGENT:
OWNER:
AMOUNT PAID: RECEIPT #: CHECK #: CASHIER:
^91A) _APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number:'_g-�O/
P. 0. BOX 179
EAGLE, COLORADO 81631
949-5257 Vail 328-7311 Eagle 927-3823 Basalt
PERMIT APPLICATION FEE $150.00 nrpCnjnTrnnt TEST FEE c'-9•0c 00 �
NAME OF OWNER:
MAILING ADDRESS: 06-1el .6� eds- Aa/lgs / PHONE:
NAME OF APPLICANT (If different from owner):
ADDRESS: Sa PHONE:
DESIGN ENGINEER OF SYSTEM (If applicable): f/1/TE� -IMI) &A1,W//U
ADDRESS: %'®�/ 977 &O , C"O f/(.?-U PHONE:
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:
LICENSED INSTALLER: ( ) YES ( ,r) NO �/ _
ADDRESS: ,��/ /S� /�D� �� rYl/voZ!> PHONE: Mf 1Z 77
PERMIT APPLICATION IS FOR: (✓r NEW INSTALLATION
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Physical Address: Zor // 1.2,E o,-/ WA
Parcel Number: LDT// Lot Si
Legal Description:
ALTERATION ( ) REPAIR
ze: V ;a i9P2F5
BUILDING OR SERVICE TYPE (Check applicable category):
Residential - Single Family ( ) Residential - Fourplex
( ) Residential - Duplex ( ) Commercial (Type)
Residential - Triplex
NUMBER OF PERSONS: 0 5- NUMBER OF BEDROOMS: � y
WASTE TYPES Check applicable categories):
Commercial or Institutional ( vfDwelling
( ) Non -Domestic Wastes ( ✓r Transient Use
( Garbage Disposal ( c nishwasher
( Automatic Washer ( �a 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 ( 4-NO
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( .,)'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: {eel`
If supp i b mmunity water, give name of supplier: ,v
SIGNATURE: DATE:
INFORMATION f'ELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: Percent ground slope 41
SOIL PERCOLATION
Depth to Bedrock (Per 8' profile hole
Depth to Groundwater table
TEST RESULTS: '7Minutes per inch in Hole #1
�,— Minutes per inch in Hole #2
.c�, Minutes per inch in Hol e
FINAL DISPOSAL BY:
((—X-T Absorption Trench, Bed or Pit ( ) Evapotranspiration 2 h
Above Ground Dispersal ( ) Sand Filter
( ) Under Ground Dispersal ( ) Wastewater Pond
( ) Other
AMOUNT PAID:RECEIPT NUMBER DATE: r%-�'��
CHECK NIIMRFR CASHTFR
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASUREIi7�
(Environmental Health Dept. - Rev. 4/88) 2 gy`✓�
z���-7
�!l9.etTf�KCle- APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL -SYSTEM PERMIT � Z
tiv��C 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 ! --- ��prn!_^T?n^! TEST FEE °111'a.^r•_00 f
NAME OF OWNER:. -JZ
MAILING ADDRESS: �WJ9df 421Z,,94 S�
NAME OF APPLICANT ---(_If different from owner):
ADDRESS:
N E :
PHONE:
DESIGN ENGINEER OF SYSTEM (If applicable): �rf/T 2-JfnDl�it/7.9iti G-/lJG''. G76
ADDRESS: �,�.Y 97� mo,: ; Y//-.2O PHONE: 94/9-.5072
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: N2017 1J'e. ff/I/SoN
LICENSED INSTALLER: ( ) YES ( ✓) NO Cl'JgJeal �uaagef
ADDRESS: /S -jp, Z/z 2,0 PHONE: 44/Q- �13_7 '
PERMIT APPLICATION IS FOR: ( V) NEW INSTALLATION ( ),ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Physical Address: LOT �� X/ZU,,' C�UAk /�lGu121"/7 �e7' _
Parcel Number: Lot Size: Z1,7 Ae,eiCFs
Legal Description:
BUILDING OR SERVICE TYPE (Check applicable category):
Residential - Single Family ( ) Residential - Fourplex
( ) Residential - Duplex ( ) Commercial (Type)
( ) Residential - Triplex
NUMBER OF PERSONS: Ar 2 NUMBER OF BEDROOMS: z
WASTE TYPES Check applicable categories :
( Commercial or Institutional ( Dwelling
( ) Non -Domestic Wastes ( ✓) Transient Use
( ✓} Garbage Disposal Dishwasher
( v� Automatic Washer ( i) 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: ( 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: ( A- Well ( ) Spring ( )� pCreek/Stream
Give depth of all wells within 200 feet of system.- ",-Yta l.U,�6L/i9 goo
If suppy4 ed,py Vpmoi ty water, give name of supplier:
INFORMATION KLOW 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: 7.5 Minutes per inch in Hole #1
G.4 Minutes per inch in Hole #2
64 fIkInee4 Minutes per inch in Hole #3
FINAL DISPOSAL BY:
Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Above Ground Dispersal ( ) Sand Filter
( ) Under Ground Dispersal ( ) Wastewater Pond
( ) Other
AMOUNT PAID: u_S'0. RECEIPT NUMBER �G, DATE:
CHECK NUMBER CASHTFR-
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
Date: September 17, 1990
725 CHAMBERS AVE.
P.O. BOX 179
EAGLE, COLORADO 81631
FAX (303) 328.7207
RE: Issuance of Individual Sewage Disposal System Permit No. 1017
Enclosed is your ISDS Permit No. 1017 This copy of the
permit must be posted on the installation site. You must
call our office for final inspection before covering any
portion of the installed system. If you have and questions,
please feel free to contact us at the following numbers for
your calling area: Vail/Avon 949-5257; Basalt/El Jebel
927-3823; Eagle area 328-8730.
Sincerely,
Roger Hosea
Asst. Environmental Health Officer
community Development
cc: ISDS file
RH/alm
COMMUNITY DEVELOPMENT
DEPARTMENT
(303) 328-8730
EAGLE COUNTY, COLORADO
Date: September 28,1990
Jim Brickman
John Johnson
P.O. Box 158
Avon, CO 81620
Re: Final of ISDS Permit No. 1017
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 Officer, P.O.
Box 179, Eagle, Colorado 81631. We can also be reached
depending on your calling area at the following numbers:
Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle Area
328-8730.
Sincerely,
Roger C. Hosea
Assitant Environmental Health Officer
Community Development
Enclosures: Informational Sheets
Final ISDS Permit
cc: Chrono file
ISDS file#
Building Permit file#
ease-�a��rs �oL<�
Date Routed
ROUTE FORM
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
-Rr;ekma,�j
Name
L tion
b Plk
194�
Application No.
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
y55„e n
s� v Ot
t G
t COX
DATE
ENVIRONMENTAL HEALTH: Complies with - YES DATE
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
COMMENTS: Qom/ � , �""4
ROUTE FORM5��
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
� m Sri rn
Name
) 8401
Date Routed Il I !V�` .-t'DeC4— Application No.
Lo ation
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:
Drainaae:
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 NO REVIEWED BY DATE
LONG'S EXCAVATION &BLASTING INC.
Paul_Long
President `
P O:` Box 46 . • Sterling Col6rado,80751 : • : (303p;522=1627.
01-02-91 10:31AM FROM LONGS EXCAVATION P02
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/pr�/ ��/I/Ii�'�N
,vr,s PMAIM Hou$4r
p RIVE
Zp�
�-3W- TRANnn I SS I UH REPOM T
SID : ENV HEALTH
Number : 9703288788
Date : 88-19-88 09:17
Date/Time
8-19 9:17
Dialled number
914537240
Durat.
8'88"
Mode
Pages
6
Status
Code 81
To be replaced soon : Drum
Code 81 : Busy or no fax answer
1-02-91 a :31AM FROM 10NGS EXCAVATION P02
REr�xd'R NEW YOM MOUNTAIN P,?OJTc /
Noutb JIM 8914KAIAN "5.
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September 8, 1989
James Brinkman
Suite 80.E
4514 C,, ie A-v enue
Re PerccILation tests
Unpiatted parcel. -.Par `viest Lake Creek
Protect No. 8920'2''
Dear j ames :
We have performed percolation tests on three test holes near
the upper building envelope on your property near West Lake
Creek. The envelope is identified on the topographic map of your
parcel, the NE Y4 of the SE 4- of Section 19, T 5 S, R 82 W of the
6th P.M.
This work was performed as additional services pursuant to
our agreement for engineering services, as directed by Mr. Roger
Brinkman.
The tests wore performed in accordance with the procedures
outlined in the Individual Sewage Disposal Regulations for Eagle
County. Three 6-inch diameter test borings were extenijed to a
depth of 30 inches on Aug. 22. The holes were presoaked for
testing the next day. The following are the results of those
tests:
Test Hole 1: 7.5 minutes per inch
Test Hole 2: 6.4 minutes per inch
Test Hole 3: 6.4 minutes per inch
Average for the 3 holes: 6.8 minutes per inch.
This percolation rate would allow the construction of a
bedrock. This will need to be completed prior to construction.
I hope you will find this information useful. If you have
any questions, please call.
Sincerely,
(Jetvery. M . panel , fit.
JMS.cjn _ A.mc �� a ,
f07
Johnson, Kunkel & Associates, Inc.
P.O. Box 409
113 E. 4th Street
EAGLE, COLORADO 81631
(303) 328.6368
TO La-
t r <ae�i� s -•l ��
V
LIEUTEa of MUSETTUL
> WE ARE SENDING YOU X Attached ❑ Under separate cover via the following items:
❑ Shop drawings '$ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
(' �y
r
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
> ❑ As requested ❑ Returned for corrections ❑ Return corrected prints
AFor review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
q �J
REMARKS `f/,`- - �fR..-FL ° 2",)
COPY TO
PRODUCT240-2 Nses lot, Croton, Mast 01471.
SIGNED:
if enclosures are not as noted, kindly notify us at once.
1017-90 TxPrcl#
JOB NAME � Lot 11, New York Mtn. Project
NE1/4 of SE1/4 of section 19.
T5S,R82Wof the 6th P.M.
JOB LOCATION _
Pei
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 .Printed in U.S.A,
JOB FOLDER
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FIRST CO 0PARTMENT
SECOND COT
( FIGURE
SEPTIC SYSTEM NOTES
Septic Tank
1. inlet invert shall be at least 3 inches higher than the outlet
invert.
2. Outlet tee or baffle shall extend above the surface of the liquid
to within 1" of the underside of the tank top and shall extend at
least 14" below the outlet invert.
3. The distance from the outlet invert to the underside of the tank
top shall be at least 10".
4. Liquid depth shall be a minimum of 30" and the maximum depth
shall not exceed the tank length or 60", whichever is less.
5. The transfer of liquid from the first compartment to the seconi
or successive compartment shall be made at a liquid depth of at lest
14" below the outlet invert but not in the sludge zone.
6. At least one access no less than 20" across shall be provided Jn
each compartment of a tank.
7. The opening cover of a septic tank manhole, inspection port, o{
sampling access port shall be no deeper than 8" below the finished)
grade.
I
S. Cast iron pipe or pipe meeting ASTM standard 3034 properly
supported to prevent failure by settling shall extend from the septic
tank for a distance of at least five (5) feet from the inlet and
outlet ends.
9. Septic tank will be designed to withstand AASHTO H-20 axle loa6s,
or barriF-,rs will be installed to exclude vehicle traffic from the
tank sites..
10. Septic tank will be designed to withstand 5 feet of saturated
overburden.
SB2 Soil Absorption System
1. R.-commended trench width is 18-24".
2. Recommended trench depth is 30-36" to allow for two feet 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 1" above the top of the SB2 pipe.
3 Trench lengths should not Exceed the maximum allowable lengths
for conventional gravel systems. The trench bottom should be lever
with a maximum slope of 1" per 100 lineal feet.
Lj le
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f
14" ! OJ T LET F-�— �--� ( y/ I iFl!t�- F `ri _ t
(Gee N__ ES) T
CROSS SECTION- SERIAL. DISTRIBUTION SYSTEM
(FIGURE N.T.S.)
r t
�2—
�iITAELE vviL
a,;rCx. 10
8 E D R 0 C K
/i
Replace fractured rock or unsuitable
soil material with suitable soil, t= FRACTURED--
�.� _<
approx. 10. Compact to g0% ROCK OR UNSUITABLE\�\/./ -_tv
proctor density. COIL LAYER • /', `
QUALITY CONTROL
a ) Test Percolation Rate Of Replacement
Soil In Place
b) Sieve Analysis Of Gravel
c) As- Builts
Select Fine And Medium Grained Bl;ci fil
I, —
t = 10 After Compaction
Nat��e S0,11
STANDARD TRENCH
Filter Fabric or Straw
-4" Perforated P.V.C.
GRAVEL SYSTEM
►" Johnson, Kun ei
& Associates, Inc.
-
LAND SURVEYING - CIVIL
ENGINEERING - MAPPING
J P.O. Box 409 .
113 East 4th Street
Eagle, Colorado 81631
• Phone: (303) 323-6363
DETAIL SHEET
SEPTIC SYSTEMS
/o-///, Ivew York Nda,7/0/r7 RI-o,/'e c14
0P.N-/r;ES.
CHK. .REV_
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DATE 90 IREV.
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