HomeMy WebLinkAbout770 Old Creamery Rd - 210508303007 - 1776-98ISINDIVIDUAL 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. 1776-98 BP NO. 11991
OWNER: CREAMERY GULCH LAND COMPANY, INC. PHONE: 970-926-4506
MAILING ADDRESS: P.O. BOX 1412, DEWARDS, CO 81632
APPLICANT: ROB HANEY PHONE: 970-949-9232
SYSTEM LOCATION: 770 OLD CREAMERY RD., EDWARDS TAX PARCEL NO. 2105-083-03-007
LICENSED INSTALLER: S. RUDER EXCAVATING,STEVE RUDER LICENSE NO. 47-98 PHONE: 970-926-1056
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-827-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON SEPTIC TANK 1500 SQUARE FEET OF ABSORPTION AREA VIA 48 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 5/19/98 ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION
BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT SEPTIC SYSTEM APPROVAL.
ENVIRONMENTAL HEALTH APPROV DATE: MAY 21, 1998
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 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: 1500 SQUARE FEET (VIA 48 INFILTRATOR UNITS )
INSTALLED CONCRETE TANK: 1500 GALLONS IS LOCATED _DEGREES AND _ FEET FROM
SEE SITE PLAN SYSTEM -COMPONENT LOCATIONS.
COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 5/10/99.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN
WORK IS COMPLETED. �i
ENVIRONMENTAL HEALTH APPROVAL DATE: MAY 18, 1999
l
05-12-1998 02:13PM FROM CREAMERY GULCH TO 9499233 P.01
..a..ri. .w+ ..ro A\r\rC�JI..Cyi
• (Sate Plan MUST be attached)
ISDS Permit #
Building Permit #
APPLICATION POR•INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE. --EAGLE COUNTY
P. 0, BOX 179
EAGLE, CO 81631
328-5755/927-3823 (Basalt)
* PERMIT APPLX;.:ATION FEE $15o.00 PERCOLATION TEST FEE $200.00
* MAKE AL':REMITTANCE PAYABLE'.110: "EAGLE COUNTY TREASURER" #
PROPERTY OWNER: -'2.� C�1I-CI-� L�'►�1 Ce
MAILING ADDRESS, Po P_ I `L � PHONE: aIb ` 506
o -1 APPLICANT/CONTA�:�:'1 PERSON: l4--N �PHONE: aHR '�ot 232-
LICENSED SYSTEM`:: CONTRACTOR: PHONE
S1� C 1w D q)-G - LIE)
: p
COMPANY/DBA: S IJIQL- �C'C V. ADDRESS • •DA4qwGA-_R--�S Ej �j2
PERMIT APPLICATION IS FOR: NEW INSTALLATION ( j ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:
Tax Parcel Number: 0V0''21 CQ3®% Lot Size: Z�
Physical Address: 7 7 ® oi--b
BUILDING TYPE:. (Check applicable category)
Residential/Single Family Number of Bedrooms
Res�dentia:+,/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF WAal
(check applicable category)
S� ring ( ) Surface
Pof Supplier: Ue7VL-)E*These sysdesign by a Registered Professional Engineer
3IGNATUR s Date: 2-
8
AMOUNT PAID: J 0d- RECEIPT 1: � DATE:
CHECK CHECK #; /r`1O CASHIER:
- -. -. - - _ _ � �. -1 � « jl, ,uu, i_r.r tNU1NttK1NU6 INC PAGE 02
' Engineering, Inc"
CAfWGP,0MCiiTiCAL
May 7, 1999
Mr. Rob Haney
Arden Development
P.O. Box 1412
Avon, CO 81620
Dear Rob;
RX: Inspection of Sepiic Systm Installation
Lot 19, Creamery Ranch, 770 Old Creamery Road
Eagle County, Colorado
Project No. 9865 - Permit No.1.776-98
,At your request, on May 4,1999,.we visited the construction site on Got 19, Creaeaery Ranch, near
Edwards, Eagle County, Colorado. The ptupose of our site visit3 was to observe the installation of the septic
systeM.
They installed the system in overall compliance with ft septic system design, Drawing No.
9865SD.DWG, dated May 19,1998.
The system was connected to the main residence, as shown on ft plan The cleanout on the building
sewer line was 18 inches away fian the foundation wall. They installed 1500-gallon, two compartments, a
precast; concrete septic tattle. Forty-eigWttandard Infiltrator Chars were installed in four trenches with
12 infiltrators each. The infiltrators were not connected but the pipes and the setup was ready for installation
with serial distribution. In the last Mltrator of each trench, inspection ports should be installed. Horizontal
distance from center to center of the trenches, was. 9 feet or more. All piping was SDR-35, 4-inch pvc.
If you have any questions, please do not hesitate to call.
Sincerely,
LKP Engi.neerin
Luiza Petrovska,
:President
cc. I Ms. Heathor Savalox, Eagle County F wironmental Health DMsion, fax: 328-7195
C.SOMCF-%,VPI V)W%WPDMS%"65=.WM
P.O. Box 2837, Edwards, CO 816320 (970) 926-9099 Tel, (970) 926-9089 Fiat, B-mail: lkpen9@SD0Wcap.net
1776-98 Tax# 2105-083-03-007
Lot #19, CREAMERY GULCH LAND COMPANY q
JOB NAME Creamery Ranch JOB NO.
770 Old Creame-ry gd--Eclwar&,;
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
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JOB COST SUMMARY
TOTAL SELLING PRICE
r "
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
Printed in USA
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-results - and ercolation rate recommended for -in
A
oov
Worth—Paw(ak technical, nc.' dated June 15.'1994,
-Average p
is T �O inutes per inch.
design
e percolation test
-the so# proffle information, was. taken. frorn a lettt
of topsoff over s#tj
-'days -with var� ng amounts of snd gravel andcobble rock. Cround water was 'not tered. -
N 8 -194280. Subsurf6ce SO# conditions -descnbed In the report -consist of o 2 feet
Job W
T30 58
7rRe acrual sol conditions at Me VOL)— Tleacbrield site sh6uld he Md knafitd 17t th -0ne of c&nstnL;ci1on
.305.1
77ONS -
DESIGN CALCULA
UTIUF�
LAS
er-incn
-p
OLD; B C Design percolation rate -r=
�ZO minutes
FF/4 E:-�
om
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Number of bed�o s
a-!7 aximum dail Row', Otn
2 personsAdrm, x �75 -gallon S/� ef s�f ild6� X:
4 bdrms x
y
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d
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0mox 900
V z5,1W gallons
or) -30 hrs
SEP 77C TANK
V.= 7gxl24hrs x
-AND-vPHONE
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P
cre or equivolen
k by Copland Con te'
an
0 Usk I gallon, two compartment precast
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ABSORP 7701V, A RE
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IT
A
Amax 805 s. f
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A 90015 x 'V120
A
Rate. -
Based on An
A
77LW P T
on
Standard InAltrator Chamber System in a trench conrIguration with allowed, 50 percent
,4&EC 770M POR T.
recommended
Acorrected 750 s. f.
ce area of one InAltrotor Chamber 15. s.. 4-
E%4
)k—A
SFRIAL- DIVRIBU770N reduction in the absorption area is
t
Use tren Ch eS With aCh.,
A 12 Infiltrotors k e A-
Saf P
Al tra t or Chambers four
V) Q�
A
NO11S
GAL T*O\COMPI;�
-Y
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-to t -ha -SIOD- of .1 /4- i
1. The building sewer line from the house he septic tank shall
nch Der4
-SEP 77C TANK I - . \ - , I . m e
DA� �\
AT 114' PER FOOT MAX A I ve a maximu
GHOUND SURFACE
20
U
SME VLff
U 907- ELBOW 4-4
4
IN
oo FILTRATOR �CHAMBER
7 2-41 /2 ELBOW
FI ROW
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se
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DRAM
BY COPLAND CONCRETE OR EQUIVALAWT-
12
"RAPHIG �-,SCALE
----6-- MINIMUM
7� CHECKED 8 Y- Lf.
so
20 40 f 10
t
-PROXCT'NO.: 9865
Z t
20
DAT� 05 98'
106J4,X �DMM
A M. 517E PLAN BY CLENT, TOPO.? Y CON 7RA - ENGwmwa wa,, Na
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NO,
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INFILTRA TOR
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DE STANDARD:
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