HomeMy WebLinkAbout3577 Hwy 6 - 211305201002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway - Eagle, Colorado 81631
Telephone: 328-8755 ep &?&�
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
Please call for final inspection before covering any portion of installed system.
PERMIT NO. 1426
OWNER: Rocky Mountsin Concrete Pumping PHONE:
MAILING ADDRESS: PO BOX 890 Gypsum City: Gypsum State: CO ZIP: 81637
APPLICANT: Phillip Purdy /Steve Whitehead PHONE: 471-1934 471-1144
SYSTEM LOCATION: 3577 HWy 6 & 24 TAX PARCEL NUMBER:
./ L, , I I A,._ '
LICENSED INSTALLER:
NO:
DESIGN ENGINEER OF SYSTEM:
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1000 GALLON SEPTIC TANK
ABSORPTION AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED 656 SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: Install 656 SF of absorption trenches. Install inspection ports at the. end Of
each trench. Install system via engineered design and call your engineer prior to backfill
I ENVIRONMENTAL HEALTH APPROVAL: Y,
CONDITIONS:
DATE:
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: 656 SQUARE FEET.
INSTALLED SEPTIC TANK: 1000 GALLON NA DEGREES NA FEETFROM See Site plan
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 rPf-PlVPf1 19-
ENVIRONMENTAL HEALTH APP
ENVIRONMENTAL HEALTH APP
APPLICANT / AGENT:
HERMIT FEE
PERCOLATION TEST FEE
(RE-IN.SPECTION IF NqCE
RETAIN WITH RECEIPT RECORDS
0 WNER: -�r
RECEIPT #
CHECK#
DATE:D mb 29 , 19.0
Incomplete Applications Will NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit # 9 HN
Building Permit #
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: �1004 * (',A®yN+f"" N Co Nc�Lwk ea
MAILING ADDRESS: i 0, 1,60X 6q 0 eve 5 U' .A 37
APPLICANT/CO 'ACT PERSON: ?k, <-1,jp
LIC N E S EMS CONTRACTOR:
COMPANY/DBA:
************
PHONE:
471-tq 34
PHONE:
9j,,7 -8�z
i.� . ADDRESS: 4?A Rai �l� �► ��l fYIG to�'��
PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
brad 49'ec S54016
''Legal -Description: L WT I 1 �6�-` i` (. b/ ru E ~ a Y�. fit/! t1�✓
Tax Parcel Number: '� Z 1, �b S D 1 �d Z Lot Size: a, 3(ok Iq'c► .�:5
Physical Address: 1511 Av.�y �o � 24� ? 1)6&5�eii0
BUILDING TYPE: (Check applicable category)
( ) Residential/Single Family
( ) Residential/Multi-Family*
(1_r Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
( Well ( ) Spring ( ) Surface
( ) Public Name.of Supplier:
Number of Bedrooms
Number of Bedrooms
Type bC6-t,.0_ /S°roavty 4 eO
*These systems require design by a Registered Professional Engineer
SIGNATURE: 14
*******************************
Date:
******************************** *********
AMOUNT PAID: RECEIPT DATE:
CHECK #:tS� CASHIER
Community Development Department
(970)328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
December 29, 1995
Rocky Mountain Concrete Pumping
P.O. Box 890
Gypsum, CO 81637
Attn: Phillip Purdy
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 8 1631-0179
RE: Final of ISDS Permit No. 1426-95 Parcel #2113-052-01-002.
Property location: 3577 HWY 6&24, Dotsero, CO.
Dear Mr. Purdy,
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 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Information Brochure
Final ISDS Permit
cc: files
Community Development Department
(970)328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
December 12, 1995
Dear Applicant,
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
The Environmental Health Division would like to notify you to
make a formal request to extend your Individual Sewage Disposal
System(ISDS) Permit 00-'E-ql into the 1996 construction year. The
Environmental Health Division discontinued percolation tests on
November 15, 1995 and final inspections on December 2, 1995 due
to climatic conditions.
ISDS permits are active for 120 days after the date of issue if
no Building Permit has been issued for the same property. If a
Building Permit has been issued for the same property the ISDS
will expire at the same time as the building permit.
If you still plan to apply for a Building Permit this year or in
the early months of 1996 you will need to have a percolation test
conducted before your Building Permit will be released. You will
have to contact a Registered Professional Engineering(RPE) firm
to conduct your percolation test.
If you have had your permit issued and have not had your final
inspection completed, but plan on constructing the system in the
next few weeks, please give our office a call and we will
evaluate your permit on a case by case situation.
Please give the Environmental Health office a call at 328-8755,
if you have any questions regarding your permit extension
process.
cc: ISDS Permit #/�!)G.-`Iq File
0
rA Inter Mountain
Engineering Ltd.
December 18, 1995
Rocky Mountain Concrete Pumping
Post Office Box 890
Gypsum, Colorado 81637
Attention: Mr. Phil Purdy
Subject: Inspection of Septic System
Lot 1, Neumayer-Brown Re -Subdivision
Eagle County, Colorado
Project No. 94739G
Dear Mr. Purdy:
- Mr. - Jim Gabriel.visited the project site on November_16, 1995
to .inspect the installation of the septic system. The septic
system was installed in substantial compliance with the septic
system plans and specifications as. prepared by Inter -Mountain
Engineering LTD for Lot 1, Neumayer-Brown Re -Subdivision, dated
December 15, 1994.
Should you have any questions regarding the information
contained in this letter, please contact the undersigned.
E.
Geotechnical Engineer
ROR:lat
cc: Eagle County Environmental Health Department
77 Metcalf Road, #201 • Box 978 • Avon, Colorado 81620 • Phone: 970-949-5072 • From Denver Direct: 893-1531
1420 Vance Street • Lakewood, Colorado 80215 • Phone: 303-232-0158
MEMORANDUM
DATE: 5/19/95
TO: PAUL CLARKSON
FROM: JEFF FEDRIZZI
RE: ROCKY MOUNTAIN CONCRETE PUMPING(ISDS PERMIT #1426-94)
Environmental Health has reviewed Rocky Mountain Concrete Pumping's
Special Use Permit Application:
1. Intermountain Engineering, Inc. designed and submitted an
ISDS. Review of the proposed ISDS meets with Eagle County
Land Use Regulations, Chapter IV. Upon further notice from
the Planning Division issuance of ISDS Permit #1426-94 will
occur.
2. There are no other environmental health concerns that are
evident after reviewing the Special Use Permit application.
1426-94 ROCKY MTN CONCRETE PLUMB
JOB NA_' 3577 Hwy 6 & 24
Lot l Neumayer,-,.Brown Re —subdivision
i
706 LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE. BILLED
WOO ! L
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0( t/f�11 �rLi 1�
1
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JOB COST SUMMARY
TOTAL SELLING PRICE
O _ /
TOTAL MATERIAL
TOTAL LABOR
_ L
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
00/
JOB FOLDER Product 278 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471
JOB FOLDER
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GRAPHIC SCALE
0 ±5 30 60
( IN FEET )
1 inch = 30 ft.
BARB WRE FENCE
C
FENCE -
INSTALL CLEANOUT BETWEEN J� l
H` USE AND SEP ,n, C TANK \
4- SOLID PVC FPE 0 1/4'
PER FOOT SLOPE (MA)0
1000 GA L CN" TWO CCWAR T M£ti T
LEGEND s£PT TZ K - S££ DETAIL
E -1STiVG 6Rr1ii1VD COV T1UR ("2 )
EXISTING GROUND CONTOUR
(' � -
-�� PROP. GROUND COAITOUR 21
IN_ TALL-If-ANOUT. AT
PROP. GROUND CONTOUR (10 )
(�) N F /`, TT
L D node %ate
�� POWE4 POLE
-fJ GUY i'Y",4E
❑ ❑ — MESH FENL'E \
X X— BARB WRE FENCE BAPS WIRE FENCE
OE D VE-RHEAD EL ECTR'C L lhf-
EXISTING (;RA VEL
CONC SLAB
53 4 RL;r. SPOT ELEV(0153 4)
J
/N5TALL SPLASH FLAT£ AT'
INLET CHAMBER (TYP)
i
EDGE OF GRAVEL ROAD
w
!J S.
i
STANDARD INFILTRATOR CHAMBER (3'x 6 %4'x I
EDGE OF GRAVEL ROAD
EXIST 18'
CALF CULVERT
'-MATCH EXIST. `
GRAVEL ROAD
(MAN)
VARIOUS
DEP TH
_ 2' (MAX)
SERIAL DISTRIBUTION
NO SCALE
1000 Gal. Two Compartment
Septic Tank
PLAN
u ; U
21" clear insert access
SECTION
a 6"
3" A B
55" 52"
Dimensions
Capacities
Iv+�1oo•1
A B
Approximate Weights
W
L
H
Tank
Lid
Baffle Walls
Total
5'-5'
8'-5'
5'-10'
675
325
5470 lbs
3000 ibs
12
9,720
NO TES:
1. Sewer line from building to septic tank shall have a maximum
slope of 1/4" per foot. Bends in building sewer shall be limited
to 45 degrees.
2 Septic tank shall be installed level. Tank to have removable
cover or manholes to within 8 inches of finish grade for
access to each comportment, for cleaning and inspection.
Septic tank to meet all the requirements of Eagle County
individual Sewage Disposal Systems, Section 4 07
J. Excavate and level J feet wide trenches, 2.5 feet deep and 6 feet apart.
4 Prepare trench bottom and sides in accordance with the state
and local regulations. (For the Infiltrator System, raking
sidewoll and bottom infiltrative surfaces is recommended to
reduce smearing.)
5. Assemble and install the Infiltrator Chambers in the Trenches
according to the manufacturers recommendations.
6. Bockfill the side wail area with native soil for proper
support_
7. Backfill the trenches with a minimum of 12 inches of tamped
"sail cover.
8. Avoid vehicle traffic over the system.
9 All installations shall meet the rules and regulctions of
Eog/e County Environmental Health Division as set forth /n the
Individual Sewage Disposal System regulations.
Construction of the system shall be inspected by the Engineer,
prior to bockt7lling.
10 If during the construction of the /eachfe/d, solid or fragmented
bedrock is encountered the engineer should be contacted
immediately for additional recommendations.
DESIGN FLOW
Design Percolation Rote, T=,117 mjnute per inch
Number of Employees = 10 L- -
Maximum Doily Flow = Qm
Qmax = 15 employees x 5 ;g0l, ns/person/day x 15OX
Qmox = 7875 gallons pe
SEP TIC TANK
1r = Qmox x 30hrs
24hrs
V = 787.5 x JO = 984 gallons -
24 - -- - - Use one 1000 gallon two compartment septic tank.
ABSORPTION AREA
A = Qmar
5
A = 7875 1-17 - 650 sq. ft
5
Check Area Using Table 7-2 (EPA Design Manual.• Onsite Wastewater
Treatment and Disposal Systems)
Flow Rate < 12 '
Absorption Area
787 5 qAd = 656.25 sq. ft.
1.2
Use on absorption area of 656 sq. ft.
Infiltrator Chamber System in a trench confgurction is
recommended, with an allowed 50Z reduction in the required
absorption area.
0.5 Amox = .328 sq ft.
Surface area of one Infiltrator Chamber = 18.75 sq. ft.
Use 18 Infiltrator Chambers. Two trenches with 9 Infiltrators.
SUBSURFACE SOIL CONDITIONS
Test Pit No. 1 "
0.0 - 0. 2' Topsoil
0.2' - 8.0' Light brown silty sonde GRAVEL w th
rock fragments
w
70N TEST HOLE (TYP) 1
LE HOLE - y!r
7RT (TYP) ✓�"' v
41L -
. - 16 g a ld� 1 � •
e
HIGHWAY 6 & 24
REVISIONS
P O BOX 97O
Q77 ROADIKE;2oie
}ABM
iWi�ii�iii
$ia t01
1420 vANc� s,'Ri�r
,uETCALF
AWAY, COLO e,620
(JOJ) 9t9-5072
• L ACEWO 7. COLO. 80215
:VgMI. (JOJ) 2J2-0156
PRQ.ECr Na
947J9''
DEVGGVE0 BY.
MLM
SEPTIC SYSTEM DESIGN
VRA MN B r.'
FLS MLM
LOT 1
DA 1E /SSAn
10106194
CHECXED BY
NEUMA YR-BROWV
SCALE
D
RE- SUBDI VISION
I - 30
r1£LD
NO
295170
EAGLE- COUNTY, COL ORA DO
1 .
I
