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HomeMy WebLinkAbout188 Granada Hill - 210701401022INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1927-99 BP NO. 12829
OWNER: CORDILLERA LOT #29, LLC PHONE:
MAILING ADDRESS: P.O. BOX 1021, EDWARDS, CO 81632
APPLICANT: BART THOMAS PHONE: 970-926-0868
SYSTEM LOCATION: 130 GRANADA HILL ROAD, CORDILLERA, EDWARDS, CO TAX PARCEL NO. 2107-014-01-022
LICENSED INSTALLER: ARENA EXCAVATING, STEPHEN JEWETT LICENSE NO. 55-99 PHONE: 970-827-4221
DESIGN ENGINEER: INTER -MOUNTAIN ENGINEERING, TONY DONOVAN PHONE NO. 970-949-5072
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE
2000 GALLON SEPTIC TANK, 1000 GALLON SINGLE AUTO SIPHON TANK, 1875 SQUARE FEET OF ABSORPTION AREA VIA 60 INFILTRATOR UNITS.
AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10/19/99. BE SURE TO MAINTAIN ALL SETBACKS AND INSTALL TRENCHES
ALONG THE CONTOURS OF THE SLOPE. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALL-
ATION UNTIL THE ENGINEER HAS COMPLETED THE FINAL INSPECTION. BUILDING TEMPORARY CERTIFICATE OF OCCUPANCY WILL NOT BE
ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL:G�i C DATE: OCTOBER 21, 1999
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 WILL RESULT IN 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: 1.875 SQUARE FEET (VIA 60 INFILTRATOR UNITS PER T)F.S TGN, )
INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM
INSTALLED AUTO SYPHON DOSTNGrANK: 1000 GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM SEE ENGINEER DESIGN FOR SYSTEM COMPONENT TDCATTON4
COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 2/24/00,
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED. r
ENVIRONMENTAL HEALTH APPROVAL U� DATE: MARCH 2. 2000
zhuomplete'Applications Will NOT Be Accepted
(Site Ulan MUST be attached)
ISDS Permit # 39 % - 171
Building Permit 12 42,;a2
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
* MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER'!
PROPERTY OWNER: 1 011_c t `' l E� -�L - Z,/
MAILING ADDRESS:
APPLICANT/CONTAC
T
`oc &Po Z_ PERSON: !�%� �vAzz
LICENSED SYSTEMS CONTRACTOR:
COMPANY/DBA:
PHONE: ACC
PHONE : `�i 2?
PERMIT APPLICATION IS FOR: X),
NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description - , � 1 0 ` 0 1 4C (D-Z Z,
Tax Parcel Number: Lot Size:. Z•
1J �..-Id j�
Physical Address: 13o � � Li Q � 1'�[ ( 11 1� C� ,
BUILDING TYPE:- (Check applicable category)
( Residential/Single Family
( Residential/Multi-Family*
( ) Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) Spring ( ) Surface
(� Public Name of Supplier:
Number of Bedrooms
Number of Bedrooms
Tvue
*These systems r 're esigi by a Registered Professional -Engineer
SIGNATURE: Date: h`
AMOUNT PAID: (��• RECEIPT #: l�2 �S DATE: ( eI
CHECK #:©cam, CASHIER:
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: October 21, 1999
TO: Arena Excavating
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No. 1927-99. Tax Parcel
# 2107-014-01-022. Property Location: 130 Granada Hill Road, Cordillera,
Edwards, CO.
Enclosed is your ISDS Permit No. 1927-99. 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
Inter -Mountain Engineering, Tony Donovan
Community Development Department
(970)328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
March 2, 2000
Thomas Construction
Bart Thomas
P.O. Box 1021
Edwards, CO 81632
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1927-99, Tax Parcel #2107-014-01-022. Property location: 130
Granada Hill Rd., Edwards, CO.
Dear Mr. Thomas:
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,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Informational Brochure
Final ISDS Permit
cc: files
K
ter-Mountain
Engineering Ltd.
February 17, 2000
Eagle County Environmental Health
PO Box 179
Eagle, Colorado 81631
Attention: Ray Merry
RE: Individual Septic System Inspection - Permit No. 1927-99
Lot 27, Cordillera
130 Granada Hill Road
Eagle County, Colorado
E%1E Project No. 99-0148G
On February 16 the undersigned visited the subject site to observe an individual sewage
disposal system being installed by Arena Excavating. At the time of our visit the septic
tank (2000 gallon) and auto -siphon dosing chamber (1000 gallon) were in place as well
the first four (4) rows of ten (10) infiltrators. Again on February 17 we visited the site to
inspect the installation of the final two (2) rows of ten (10) infiltrators.
Based on these inspections it appears that the system has been installed in substantial
compliance with the design provided by Inter -Mountain Engineering, Ltd. dated October
18, 1999. If you have any questions regarding this system please contact the undersigned
at your convience.
Sincerely,
Inter -Mountain Engineering
Tony IMnovan
Project Engineer
uane D. Fehringer, P.E., L.S.
8392 Continental Divide Road, Suite #107 • Littleton, Colorado 80127 • Phone: 303/948-6220 • Fax: 303/948-6526
77 Metcalf Road, #200 • Box 978 • Avon, Colorado 81620 • Phone: 970/949-5072 9 From Denver Direct: 893-1531
1927-99 Tax f2W/-U14-Ul-UZZ
Lot # 27, Filing 1&2, THOMAS
JOB NAME 130 Granada Hill Rd.
JOB "NO. l LL-
13 LOCATION
BILL TO
DATE STA ED
�jq�
V
DATE COMPLETED
DATE BILLED
1 G r v 3
s _
�. �. cCc�r� h�
,-(' q
V e /a n i C
3 L10 X d l( �'�7 (ll 1 G Z1 �1.1-:- ,
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1875
In [XV �,
a.�� f�w� 11�I
,�>��uA S-,—,f47 cko H'S
k-( q
Z s o6 p
i2 �Lk #Y.
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 277
JOB FOLDER
r
Printed In U.SA
CONSTRUCT/ON NOTES.
1. Sewer line from house to septic tank shall have a minimum
slope of 1/4" per foot.
2.: Bends in building sewer, shall be limited to 45 degrees
J. Septic tanks shall be installed level. The Tanks ore to have removable
/ cover or manholes to within 8 inches of finish grade for access to
r
each.compartments, for cleaning and inspection... Septic tank to meet
<<
all the requirements of Eagle County Individual Sewage Disposal
Section 4.07. The tanks are not to be located beneath Systems,
o
designated drivew ys
#,.;?� : x `. \ et a art.
/ � / � 4. Excavate and level 3 feet wide trenches, 2.5 feet deep, and 6 feet p
/ Y, �
c� � ���-_ 5. Prepare.. trench bottom sand sides in accordance with the state
.1F�.,.: +" - - - - .,n.a /minis/ rnnr r/rrfinn 0 / rnr fh o /n fi/trntnr .System_ rOkina - -
sidewall and bottom inAltrative surfaces is necessary to
w /
reduce smearing.) •
6. Assemble and install the Infiltrator Chambers in the Trenches
cI according to the manufacturers recomm
♦�� �/ / e ,`vr,i' Backfill the side wall area with native soil for proper _
o
/� Pv (TYP� / ct�r l support.
/® 29 MI�UmM 8. Backfill the trenches with a minimum of 12 inches of tamped
soi
co ver.
1
000 GALLtON SEPTI TA / . I
/ � �.�.. �,� .j= �, II _ 9. Avoid vehicle traffic over the system.
/.-
/ 10. All installations shall meet the rules and regulations of
.. . .. .. II
/ � / / � Eagle County Environmental Heath Division as set forth in the
/OBOR TI RT5 36
T B,E I ,���•,._,_._�-.fit:Individual Sewage Disposes/ System regulations Construction of
M ER
OF EA H NFI TRATIO R W 100 GA� ON IPHO CHA �� I4 I
AT EN _ ; r� ` the system shall be inspected by the Engineer,
J �` (Sq DETAIL) r s
/ % / prior to backfilling.
` ( DESIGN FLOW
/ o
0
Design Percolation Rate, T F 13 minute per inch
/ o / Co /
,� / / / I ►
/ / .
Number of bedrooms = '6
/ -
/ l SPLASH PLA S TO BE Max/mum des//y flow = Qmax
o _ K.,N
IN TALLED A ALL : '
! / % INFILTRATION NLETS
O Qmax = 6 brms x 2 persons/brm x 75 gallons/person/day x 1509
/ x .. ax = 1350 gallons per des
0`
n I ` \ SEPTIC TANK
V = Qmcx
hrs x 30hrs '
V = 1125 x 30 = 1687.5 gallons o 0 0
24 a � � � -
\ A 2, 000 gallon, two compartment septic tank is required. c ° •s'o c
U
' I t / ! SIX (6) OWS OF 10 IN RATORS _
—
t A K / ABSORPTION AREA — Calculated as a function of design flow (Q) and ° E •o
l / I FIEL SETS — - Lon Term Acceptance Rate L TAR o m w =
9 P ( ) Q °
OT LE CH — — A =Qmax/� TAR m
°m o�
10 L
1 1
/ I � — � l 3 min/inch inch — 0.72 •s o
L TAR for 1 / - Z � � c
5. 0'00»E 364.85 - ; �' A E °
Qi
/ NS
/ ( _ A — 1350 / 0.72— 1875 sq ft o
0
\ \ ` r• °i �� c�
-1- —
/nflltrator Chamber System in a trench configuration is
recommended withan allowed 509 reduction in the required
\ \ \ absorb tion area.
—
0.5 Amax = O.5(1875 sq.' ft.) - 937.5 sq. ft.
GRAPHIC SCALE
Surface area of one infiltrator chamber 15.5 sq. ft.
8040
- cm°yam r
20 0 10 20
60 Infiltration Chambers Required. 9 ID
y y
' ( IN FEET) �O! touU°o0
:�. �. _ �n ft DOSING SCHEDULE
,�
■
GROUND SURFACE .MARK CLEANOUT LOCA77ON
WITH 6 STEEL REBAR.
6'
Vi
INF/L TRA TOR CHAMBER (TYP.)
n ALL CHAMBERS ROWS TO BE --- 1.5' MIN I l
INSTALLED LEVEL / L 3 MAX
J I r
a 4' PVC WITH SWEEP 90 s or 45 s
j INSTALL CLEANOUTS
1 4' MIN. TO
8DROCK or GROUND WA TER
Note: N.t.S 0-8 San ay lOpSO// .
PLAN ;,• 72•,ncer;or 8 — 75 Sandstone mixed with very Fine Grained Sand
;. Diameter
DED
GENERAL NOTES
SECTION �CJR c% Ij/
21" clear insert access \ O� m•• .»• T %� 1- Percolation Test Results and Subsurface Soil Conditions obtained by
,• posit seal Gasket typical � In ter—Moun toin Engineering Ltd.
r -� V� / g���i ,
• MONOLITHIC TANK meets , 4
ASTM-C-913 Spec. for water e• = tc� m• f It is recommended that the trenches be excavated to a minimum
and waste water structures. r, - 2g = depth of 36 inches. A minimum cover of 2:shall be maintained
• Butyl rubber sealant meets Fed. p /y o
�/over the top of the infiltrator chambers.
Spec. SS-S-210A. (Provided with / /ry
tank.) 5'-10• ��/ A�•••••w,• �� J.Topographic information and lot layout provided to Inter —Mountain
• Plumbing shown in diagram \
provided with tank 55• a / ��////%/ir F� Engineering Ltd _
• it is the system engineer's ; 'I
requirement to determine 24,
VOLUME. LOADING and 4" z
RETURN TIME.
4Je lAonob•��'
-s" — NOTE • ENGINEER TO BE NO77FlED DURING INSTALLATION TO VERIFY
MA TERIAL ENCOUNTERED A T THE BOTTOM OF LEACH FIELD
ba lS CONSISTENT WITH SOIL PROFILE HOLE.
t k 1
Gross
a
Net
Discharge
Weight
Volume
Volume
Per Cycle
Tank/Lid
1050 Gat.
890 Gal.
225 GaL/300 GaL/
9400 lbs
400 Gal..
------ GRAPHIC SCALE
20 0 10 20 40 80
DE-90VED BX'
TDD
DRAW BY.`
TDD
a ECKm BY.`
DDF
DATE ISSUED:
10
18 99
PR0ZCT NQ
rn
( IN FEET )
99-0148G
0 ton
INSTALA TION 1 inch 20 ft
SERIAL INFIL TRA TOR
Ln
z _
_ OF %
..v..ntruftllty ��eveiopment