HomeMy WebLinkAboutKing Ranch Rd - 210335200009INDIVIDUAL 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. PERMIT NO. 1690
Please call for final inspection before covering any portion of installed system.
OWNER: Ralph and Ann Poucher PHONE: (303) 744-7786
MAILINGADDRESS: 436 Ogden St City: Denver state: CO zip: 80216
APPLICANT: R.A. Nelson & Associates. Bill Brown PHONE: (970) 949-5152
SYSTEMLOCATION: King Ranch, Minturn TAX PARCEL NUMBER: 2103-352-00-004
LICENSED INSTALLER: Edwards Excavating,Don Johnson LICENSENO: 15-97
DESIGN ENGINEER OF SYSTEM: T.KP Engineering, T. i 'Petrovska
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 1260 SQUARE FEET OF TRENCH BOTTOM. via 42 infiltrator units as per design.
SPECIAL REQUIREMENTS: Install as per engineer's design dated 21 9J Tnstnll alnng the rnntnnrs,
and fence off leach field to prevent grazing in the area- Fngineer is ri—ponsihle for
final inspection of the system, and building CO will not he given until Fnvirnnmental Health
receives this certification.
ENVIRONMENTAL HEALTH APPROVAL: 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. 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: 1260 SQUAREFEET. via 42 infiltrator units.
INSTALLED SEPTIC TANK: 1500 GALLON DEGREES FEET FROM see 'engineer's design dated 3-21-97
SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND
PROPER MATERIAL AND ASSEMBLY X YES —NO
COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED.
COMMENTS: Engineer certification r iv 7- -97 _
ENVIRONMENTAL HEALTH APPROVAL: DATE:_July 28, 1997
ENVIRONMENTAL HEALTH APPROVAL: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT / AGENT:
OWNER:
PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK#
,(Site Plan MUST be attached)
ISDS Permit
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* .MAKE'ALL REMITTANCE PAYABLE TO: 11
"EAGLE COUNTY TREASURER *
**************************************************************************
PROPERTY OWNER: VA POW c kQ f
MAILING ADDRESS: -' 36 0cde "\ S'T-. ,� J�;r g o ; ) ? ? S
APPLICANT/CONTACT PTs
O- �• IVe Svn �- I�SS�� • Cai
MAILING ADDRESS:
06-
PHONE : ("1011 Ea S"(%ti
b 1-%Z�l
LICENSED ISDS CONTRACTOR: PHONE: ( )
COMPANY/DBA: ADDRESS:
PERMIT APPLICATION IS FOR: (New Installation
Alterat-;on Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISP
Building Permit #
Legal Description:
`/ OSAL SYSTEM: C�lk(if known) �fi,f
21k6 le- CD
Subdivision: FiliA B g: �ock• Lot No.
Tax Parce 1 Number:
Street Address: iIC r�
c)a- G ® - _ _ Lot Size:
***************************************************************************
BUILDING TYPE: (Check applicable category)
( Residential/Single Family Number of Bedrooms �3
( ) Residential%Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type'
TYPE OF WATER SUPPLY: (Check applicable category)
(�) Well ( ) Spring ( ) Surface
( .) Public Name of Supplier:
*These system �7equir design by a Registered Professional Engineer
SIGNATURE: Date: Z-( " 1 7
TO BE COMPLETED BY THE COUNTY f
AMOUNT PAID: RECEIPT #: / _ 7 DATE: �!
CHECK #: CASHIER /
:
Form No. OFFICE OF THE STATE ENGINEER RECEIVEDMAT
0 5 199'
GWS--,?5 COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203
(303) 866-3581
APPLICANT
RALPH & ANN POUCHER
436 OGDEN ST
DENVER CO 80218-
(303)394-9111
PERMIT TO CONSTRUCT A WELL
388
WELL PERMIT NUMBER 20(289� _
DIV. 5 CNTY. 19 WD 37 DES. BASIN MD
.Ott A Rinck• ;:.I.. • C..i.d:.. vu�i. r�
APPROVED WELL LOCATION
EAGLE COUNTY
NE 1/4 NW 1/4 Section 35
Twp 5 S RANGE 81 W 6th P.M.
-DISTANCES FROM SECTION LINES.
1200 Ft. from North Section. Line
1600 Ft. from `Nest Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless
approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump
Installation Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3) (b) (II) (A) as the only well on a tract of land of 35.705 acres described as
that portion of the NW %, Sec. 35, Twp. 5 South, Rng. 81 West, 6th P.M., Eagle County, more particularly described
on the attached exhibit A as Tract A, King Ranch division of land.
4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside up to 3
single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering
of domestic animals.
5) The maximum pumping rate shall not exceed 15 GPM.
6) The return flow from the use of this well must be through an individual waste water disposal system of the
non -evaporative type where the water is returned to the same stream system in which the well is located.
7) This well shall be constructed not more than 200 feet from the location specified on this permit.
�� ' "77
m�R's Cop-
v
APPROVED
JD2 '4� zY,*. �'
�,
State Engineer 9y /J
Receipt No. 0409377 DATE ISSUED FEB 0 6 19117 EXPIRATION DATE FEB 0 6 1999
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
July 28, 1997
Ralph and Ann Poucher
436 Ogden Street
Denver, CO 80216
RE: Final of ISDS Permit No. 1690-97, Tax Parcel #2103-352-00-004.
Property location: King Ranch, Minturn, CO.
Dear Mr. and Mrs. Poucher:
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
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.* This permit does not indicate compliance
with any other Eagle County requirements. Also enclosed is a brochure regarding the care of
your septic system.
Be aware that later changes to your building 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 (970) 328-8755.
Sincerely,
jftd1P41L--
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Informational Brochure
Final ISDS Permit
cc: files
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
Date: May 2, 1997
TO: Edwards Excavating
FROM: Environmental Health Division
Eagle County Building
P.O. Box 179
500 Broadway
Eagle. Colorado 81631-0179
RE: Issuance of Individual Sewage Disposal System Permit No. 1690-97. Tax
Parcel # 2103-352-00-004. Property Location: Ring Ranch, Minturn, CO.,
Poucher residence.
Enclosed is your ISDS Permit No. 1690-97. It is valid for 120 days. The enclosed copy of the
permit must be posted at the installation site. Any changes in plans or specifications
invalidates the permit unless otherwise approved.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County does not perform final
inspections on engineer designed systems. Your TCO will not be issued until our office
receives this certification.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
LKP Engineering, Luiza Petrovska
Form No. OFFICE OF THE STATE ENGINEER
GWS-25 COLORADO DIVISION OF WATER RESOURCES 1- ' ` +
�9g7
818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203
(303) 8664=1
APPLICANT
WELL PERMIT NUMBER
DIV. 5 CNTY. 19 WD 37 DES. BASIN MD
_ot: A Block: Filing: Subdiv: KING RANCH
388
APPROVED WELL LOCATION
EAGLE COUNTY
RALPH & ANN POUCHER NE 1/4 NW 1/4 Section 35
436 OGDEN ST Twp 5 S RANGE 81 W 6th P.M.
DENVER CO 80218-
DISTANCES FROM SECTION LINES
(303)394-9111 1200 Ft. from North Section Line
PERMIT TO CONSTRUCT A WELL 1600 Ft. from West Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless
approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump
.Installation Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3) (b) (II) (A) as the only well on a tract of land of 35.705 acres described as
that portion of the NW 1/4, Sec. 35, Twp. 5 South, Rng. 81 West, 6th P.M., Eagle County, more particularly described
on the attached exhibit A as Tract A, King Ranch division of land.
4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside up to 3
single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering
of domestic animals.
5) The maximum pumping rate shall not exceed 15 GPM.
6) The return flow from the use of this well must be through an individual waste water disposal system of the
non -evaporative type where the water is returned to the same stream system in which the well is located.
7) This well shall be constructed not more than 200 feet from the location specified on this permit.
P I;-
APPROVED
JD2
staw Engineer
Receipt No. 0409377
DATE ISSUED FEB
By
EXPIRATION DATE FEB 0 6 1999
r v n nn , ,.- �,� � ry EXEMPT
NO. STATE OF COLORADO RECEWED, # 1AR , 0 5 199
GWS-7 OFFICE OF THE STATE ENGINEER
06194821 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
INFORMATION FOR WELL PERMITS APPROVED PURSUANT TO CRS 37-92-602
(HOUSEHOLD, DOMESTIC, LIVESTOCK AND EXEMPT COMMERCIAL USES).
PLEASE NOTE CAREFULLY THE CONDMONS OF APPROVAL ON THE ATTACHED COPY OF YOUR PERMIT.
THE CONDMONS MUST BE COMPLIED WITH IN ORDER FOR THE PERMIT TO BE VALID.
THE ISSUANCE OF THIS PERMIT DOES NOT CONFER A DECREED WATER RIGHT.
THE PERMIT EXPIRATION DATE IS TWO YEARS FROM THE DATE ISSUED. The well must be constructed and
evidence of it's construction must be submitted to this office in the form of a Well Construction and Test Report
from the well construction contractor confirming that well construction was completed prior to expiration of the well
permit. The permit number is located in the upper right hand corner of the permit. The expiration date is located
in the lower right hand corner. The expiration date may be extended at the discretion of the State Engineer for
good cause shown. If you desire an extension you must file a written request with this office prior to the expiration
date shown on the permit The request .must state why the well has not been constructed, must include an
estimate of time required to complete the well, and must specify the length of extension you desire, not to exceed
one (1) year.
ADDITIONAL INFORMATION REGARDING E t. 4`T .:.:. .:: ,..............:..:.....;...:::::::
:......::...........:..`€:.�.:.L:B1ME' REGULATIONS
AQCC�11 Iwll1 nw1 TLIc n�irnc�r �v..� ,.� :,,....._...........,...................,.....................................................:........:..,.,...
THE WELL MUST BE CONSTRUCTED AND THE PUMP INSTALLED BY CONTRACTORS WITH CURRENT
LICENSE(S) ISSUED BY THE STATE OF COLORADO unless exempted as described on the reverse side. The well
construction and pump installation reports must be submitted to the office of the State Engineer within sixty (60)
days of completion of the work or within seven days after expiration of the permit, whichever is earlier. Your
contractor must provide you with a copy of the work report(s) filed with the State Engineer. The Well Construction
and Test Report, Form Number GWS-31 and the Pump Installation and Test Report, Form Number GWS-32 are
available from the Division of Water Resources offices.
At least two copies of the well permit have been provided. The owner's copy is for your records. The second copy
is for the pump installation contractor. Make additional copies for the well construction contractor if you select one
different from the one indicated in your application. If you did not indicate a proposed driller on the application,
four copies of the permit are enclosed. DO NOT GIVE YOUR °OWNER'S COPY" TO THE CONTRACTOR.
The original permit is on file in the Denver Office Records Section. Additional copies may be obtained for a fee
of 50 cents per page. Any change of mailing address or ownership should be reported to the State Engineer by
the new owner on a "Change in Ownership/Address", form number GWS-11.
If you have questions, contact the Denver Office, or the Division Office where your well is located.
DIVISION 1
800 8th Ave Rm 321
Greeley CO 80631
(303) 352-8712
DIVISION 2 Box 5728
219 W 5th Rm 223
Pueblo CO 81003
(719) 542-3368
DIVISION 3 Box 269
422 4th St
Alamosa CO 81101
(719) 589-6683
DIVISIONS Box 396 DIVISION 6 Box 773450 DIVISION 7 Box 1880
50633 US Hwy 6 & 24 625 So. Lincoln Ave 1474 Main St
Glnwd Spgs CO 81601 Stmbt Spgs CO 80477 Durango CO 81302
(303) 945-5665 (303) 879-0272 (303) 247-1845
DIVISION 4 Box 456
1540 E Niagara
Montrose CO 81402
(303) 249-6622
DENVER OFFICE
Rm 821
1313 Sherman St
Denver CO 80203
(303) 866-3581
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AS -BUILT SEPTIC SYSTEM
,IVIL/GEOTECHNICAL PART 0jr TRACT A, THE KING RINCCLl
(Zr,(.) KjNr, RANCH ROACJ)
r .Ap Vitin.mNC.'LE* ejoNTY, COVWADO
LKr- Engineering, Inc. . EAPREPARED FOR.
9,),, 1452 Avon, CO 81620
'iZ'T-4085 fcx (VO) 627-9089 t t,.l (�)'/ 0) ANN RALPH POUCHER
1690-97 Tax# 2103-352-00-004
Tract A, King Ranch POUCHER
JOB NAME. Minturn, CO
JOB NO.
BILL TO
DATE STARTED
q 4(q.q
DATE COMPLETED
DATE BILLED
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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 Printed in USA
i DESIGN CALCULATIONS _
i Design percolation rate T = 25. minutes per inch -
I _ Number of bedrooms = 4 - z
N Maximum daily Flow = Qmax
0
4max = 4 Pdnmq x 2 persons/bdrm x 75 gallons/person/day x 1509' a
k , - Qmaxto = 00 9P _
SEPTIC TANK o
r ►� " V = 0max/24hrs x 30 hrs
V = 1125 gallons
Use 1 go two compartment precast concrete tank by Copland Concrete or equivalent
ABSORPTION AREA _ -
1 = A x
Qmax 5 �T
1
A = 900155 x -/25 = 900 s.f. plus 40 percent increase for on automatic washing machine. ¢
/ X-- Amax = 60 s
�p / Standard Infiltrator Chamber System in a trench configuration with an al/owed 50 percent p
reduction in ion area is recommended. Z
Acorrected = 630 s f.
r
Surface crj= of one Infiltrator Chamber allowed for design = 15.5 s. f.
Use /nfi/tro hambers in four trenches Two trenches w and two with 10 Infiltrators E
i Pit A#7
—
!,l.,/!//////, N NOTES• `r1 O
he se tic Tank shall have a -maximum slope of 1 4 in er -
lf,f////!//,/f,!/f R f' ✓1. The building sewer line from the house tot P P i P -
//,/!/!/!!///,/////\` ,. PROPERTY LINEdegrees.
- O ---
',,,,,,,,,,,1,,,/,fi„ p�,f!!f//f/!</!/ff!///! w�� j foot. Bends in the building sewer shall be limited to 45 degrees >=
_ -
Fr
2. The septic tank shall be installed level. The tank shall have removable covers or manholes to within 8 � . U`Z O _O _
inches of the finished grade, for inspection and cleaning. w 0 1�
�, o
CLEANOUI/ „3. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewa/l between the O W
4—INCH DIAMETER SCHEDULE 40 PVC trenches shall be a minimum of six (6) feet. 2
BUILDING SEWER. AT 114—INCH PER FOOT
�_
_ v4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. W W _
f f / O CONCRETE SEPTICa500 GALLON, OTANK PARTMENT / j
✓ Q�z
(BY COPLAND CONCRETE OR EQUIVALENT) j 5. Assemble and install the Infiltrator Chambers m the trenches according to the manufacturers Q -
I o recommendations.
r 4—INCH DIAMETER, SOLID, f proper support.
CLEANDUT PORT 6. Backflll the sidewa/l area with native on —site soil for ro er su ort.
1 SCHEDULE 40 PVC.
OIL PROFILE f W
/ (TYPICAL) Z Backfill the trenches with a minimum of 12 inches of tamped soil cover. Q
Perc y2 Q Perc #1A W "
l — PIT NO. 2 �4 Avoid vehicle traffic over the system.
j Pit �2 B' _ 0.0 to 1.0 feet Topsol7
1.0 to 2.0 feet Brown, gravelly 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division,
Clay, with roots and Topsoil Chapter 4, Individual Sewage Disposal Systems.
6' A 45' 2.0 to 8.0 feet Brown to
f reddish —brown, clayey -sandy 10. The Septic System In
shall be inspected by the Design Engineer prior to backfilling.
Gravel, with some cobbles and
SPLASH PLATE B' / large boulders.
XPERCOLATION TEST REO&M.
Perc 3
F i �..... / Perc No. 1 Perc No. 2 Perc No. 3 V00
t I 11 minutes per inch 21 minutes per inch 28 minutes per inch
STANDARD /NFIL TRA TOR -
Average percolation rote recommended for design T = 25 minutes per inch. _
(TYPICAL) / " = N
co
i
00
v-
r 6 1� t 2 y/ TRACT B Q' o
i us 49.59 ACRES W _ cv 00
00
W V1
PART OF TRACT A
1500 GALLON T JYO — COMPARTMENT
..:mar.
GROUND SURF CE
- r 35. �05 ACRES - CONCRETE_ SEPTICTANK� - _ - o 0
TOP WE . _