HomeMy WebLinkAbout790 Old Creamery Rd - 210508303008INDIVIDUAL 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. 1909-99 BP NO. 12758
OWNER: JAMES MOSER PHONE: 847-670-7000
MAILING ADDRESS: 3050 N. KENNICOTT, ARLINGTON HEIGHTS, IL 60004
APPLICANT: KEVIN COOK PHONE: 970-926-9889
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SYSTEM LOCATION: -0@ OLD CREAMERY RD., EDWARDS, CO TAX PARCEL NO. 2105-083-03-008
LICENSED INSTALLER: VANDERWALKER CONSTRUCTION, BOB VANDERWALKER LICENSE NO. 54-99 PHONE: 970-926-1465
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 2-COMPARTMENT SEPTIC TANK; 1000 GALLON AUTO SIPHON TANK; 2700 SQUARE FEET OF TRENCH ABSORPTION AREA VIA 87
CHAMBERED UNITS AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 9/21/99. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO
NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS COMPLETED THE INSPECTION. BUILDING TEMPORARY CER-
TIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL: JZZ � i (�I�t Z DATE: SEPTEMBER 23, 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: 2697 SQUAREFEET(VIA 87 INFILTRATOR TTNTTS PF.R nFgTGN
INSTALLED CONCRETE SEPTIC TANK: 90nO GALLONS IS LOCATED DEGREES AND FEET INCHES
-F-Fumbl-, ALSO-- INSTALLED 1000 GALLON ATTTn STPHnN nnsTN J CHAMBER
COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 3-28-00. SF.F DFSTGN FOR SYSTEM f'.nMPowNT
LOCATIONS.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CO CTED B FINAL OVAL OF SYSTEM IS MADE. ARRANGE A RE-INSPECTIONWHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE: APRIL 4, 9000
Incomplete Applications Will NOT Se ACCepted
Ja (Site plan MUST be attached)
_� ISD"aperiiiit # �IIyy` � `l U
BuiJj.d J.n Perm.," if
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v APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT � 1
ENVIRONMENTAL HEALTH OrFICV. - RAGLE CouNTY I
EAGLE, CO 81631 �
328-8755/927-3823 (rJa Jebel) 00VIj
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* PERMIT APPLIC7',T'IGN FEE $150.00 PERCOLATION TEST FEE $2 D.00
* I'IA.KE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PRO"RTY OWNER; `
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MAILING ADDRESS: PHONE: p u 7wi5
APPLICANT! CONTACT PERSON: 6��" �yj (. UO-`� — PHONE: s� q
LICENSED SYSTEMS CONTRACTOR, VQhGC2.YWat k_W ( ' ' S� PBONE : ��(/ J �E
COMPANY/ DBA : 7/V� V�WTJI7RESS : V "l. L' O l �7 D
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PERMIT APPLICATION I.S FOR: (/ NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Lega- Description: � lz &h y' w X
Tax Parcel Number:- �Jr3�:L(L �g Lot Size: ;.60eS
Fbyeical Address: 000 Old CY�,ct�trs' --
BUILDIN PYPE.: (Check applicable-ate(20ry) /
Residential/Single Family Number of Bedrooms
{ ) Re=iden.tial/i�iulti• Family* Number of Bedrooms
( ) Commercial/Indust:ia.1* Type
TYPE OF WATER SUPPLY: (Check applicable category)
{ } well ( ) Spring ( ) ,9urf..ace
{✓ Public Name of Supplier: �2wS1�? --
*These systems re uiree/ d
esign by ,a Registered. Professional Engineer
SIGNATURE! Date:
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AMOUNT PAID: �U •U� R.F[ RTP^ $ ! C` C}DATE:
CHECK #; ' CASHIER:
0200
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�1 Inte:gineermgmd.
-Mountain
Novemver 5, 1999
Eagle County Environmental Health
PO Box 179
Eagle, Colorado 81631
Attention: Ray Mary
RE: Individual Septic System Installation Permit No. 1909-99
Lot 20, Creamery Gulch Ranch
Eagle County, Colorado
Ray, based on our conversation please find attatched a revised drawing for the layout of
the leach field on the subject lot. The revision is based on variances in the topographical
information provided to us and the actual ground elevations on the lot. The field will still
be installed with 87 Infiltrators as indicated on the original design. However, additional
lengths of infiltrators have been added along the same trench elevation. The length of
trenches are broken at approximately 94 ft and joined with a solid 4" PVC pipe. I will be
inspecting the installation of this system next week to ensure it is constructed in
accordance with this design. If you have questions or comments please give me a call.
Sincerely,
Inter -Mountain Engineering
_C'_' - k U �' �
Tony Jonovan
Project Engineer
8392 Continental Divide Road, Suite #107 • Littleton, CO 80127 • Phone: 303/948-6220 • Fax: 303/948-6526
77 Metcalf Road, #200 9 Box 978 • Avon, Colorado 81620 • Phone: 303/949-5072 • From Denver Direct: 893-1531
0
r1 Inte
r Mountain
March 21, 2000
Eagle County Environmental Health
PO Box 179
Eagle, Colorado 81631
■
MAR 2 A 2000
EAGLE COUNTY
COMMUNITY DEVELOPk4ENT
Attention: Ray Merry
RE: Moser Residence - Individual Septic System Inspection - Permit No.-143-5--99
Lot 20, Creamery Gulch Ranch
Eagle County, Colorado
IME Project No. 99-0122G
On November 8, 1999 the undersigned visited the subject site to observe the installation
of an individual sewage disposal system being installed by Vanderwalker Construction
for the Moser Residence . At the time of our visit the septic tank (2000 gallon) and auto -
siphon dosing chamber (1000 gallon) were in place as well a total of 87 infiltrators
configured in a total of seven trenches. All observation ports and cleanouts were also in
place at the time of our visit.
Based on these inspections it appears that the system has been installed in substantial
compliance with the revised design provided to your office by Inter -Mountain
Engineering, Ltd. dated November 5, 1999. If you have any questions regarding this
system please contact the undersigned at your convience.
Sincerely,
Inter -Mountain Engineering
Tony D novan
Project Engineer
Duane D. Fehringer, P.E., PX.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
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INSTALL END PLATE (TYP)
4" PVC (TYP)
ALL
NLETS \
F
FOUR (4) ROWS OF 15 INFILTRATORS
ONE (1) ROW OF 7 INFILTRATORS
2000 GALLON SE TIC TANK
(SEE DETAIL)
as
1000 GALLON SIPH N CHAMBER
(SEE DETAIL) INSTALL CLEANOUT (TYP)
— � 15' UTILITY EASEMENT
N85'30'58� E . 305.09'
Sir 1vuy-y9 Tax 9ZIU5-083-03-008
Lot #20, Creamery Ranch MOSER
JOB NAME Old Creamery Rd.
Edwards
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JOB NO. r
LncnTtnN
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
411
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JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
oo
TOTAL LABOR
INSURANCE
otoY'7k 0 `r S �-tX i -cam
SALES TAX
MISC. COSTS
al
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 277
JOB FOLDER
r
Printed in U.S.A.
Dimensions
Capacities
A B
Approximate Weights
W
L
H
Tank
Lid
Baffle Walls
Total
E1
5.6•
Mir
5-10'
1325
675
11,725
5620IS
1440Is
18,785 ft
Is
CONSTRUCTION NOTES.•
1. Sewer line from house to septic tank shall have a minimum
slope of 114" per foot.
2. Bends in building sewer sha// be limited to 45 degrees.
J. Septic tanks shall be installed level. The Tanks are to have removable
cover or manholes to within 8 inches of finish grade for 'access to
each compartments, for cleaning and inspection. Septic tank to meet
all the requirements of Eagle ;County Individual Sewage Disposal
Systems, Section 4.07. The tanks are not to be located beneath
designated driveways.
4. Excavate and level 3 feet wide trenches, 2.5 feet deep, and 6 feet apart.
5. Prepare trench bottom and sides in accordance with the state
and local regulations. (For the Infiltrator System, raking ;
sidewall and bottom infiltrative surfaces_ is necessary to
reduce smearing.
15. Assemble and install the Infiltrator Chambers in the Trenches
according to the manufacturers recommendations.
7. Backfill the side wall area with native soil for proper
support.
8. Backfill the trenches with a minimum of 12 inches of tamped
GRAPHIC SCALE soil cover.
10 20 ao eo 9. Avoid vehicle traffic over the system.
10. All installations shall meet the rules and regulations of
IN FEET) Eagle County Environmental Health Division as set forth in the
1 inch = 20 ft Individual Sewage Disposal System regulations Construction of
the system shall be inspected by the Engineer,
prior to backfilling.
DESIGN FLOW
Design Percolation Rate, r 21 minute per inch
Number of bedrooms = 5
Maximum daily flow = Omax
Qmax = 6 brms x 2 persons/brm x 75 gallons/person/day, x 1509
Qmax = IJ50 gallons per day
SEPTIC TANK
V = Qmax x 30hrs -
24hrs
V= 1125 x 30 = 1687.5 gallons c e o
24 Q
A 2, 000 gallon, two compartment. septic tank is required. $ w
4
ABSORPTION AREA — Calculated as a function of design flow (0) and � 4b s
cco°0'
TAR) a.
Long Term Acceptance Rate(Lo 0
A = Qmax/L TAR Q 1b
L TAR for 21 min/hch = 0.5'c o,
A= IJ50 / 0.5 2700 sq ft Q� k w a o m
m�®b lb
oc r
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Infiltrator Chamber System in a trench configuration is E o v
J p•— O�
recommended with on allowed 509 reduction in the required e 101 o p 0
absorb tion areaCA
0.5 Amax = 0.5(2700 sq. ft. = IJ50 sq. ft.
oo��N�m
Surface area of one infiltrator chamber 15.5 sq. ft.
�mc�o
87 Infiltration Chambers Required ; y • i c'3 0
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DOSING SCHEDULE j o u 4W a o
The field should dose ,4 times per day.
Each dose should be approximately J40 Gallons.
Recommend siphon capable of delivery 160 Ga!/Min.
1 UTO SIPHON CHAMBER
SUBSURFACE SOIL CONDITIONS
Gross
Net
Discharge
Weight
Volume
Volume
Per Cycle
Tank/Lid
1050 Gal.
890 Gal.
225 Gal./300 Gal./
9400 lbs
400 GaL.
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Soil Profile v
0-1.5' Topsoil, Black Q O
1.5' - 2.5' Clayey Silt _ 4
2.5' - 8' Dark Silty Clay Q
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GENERAL NOTES W
Z
1. Percolation Test Results and Subsurface Soil Conditions obtained by Q O
In ter —Mountain Engineering L td. - C�
2. It is recommended that the trenches be excavated to a maximum W
depth of 36 inches. A maximum cover of 2' shall be maintained
over the top of the infiltrator chambers. N W
J. Topographic information and lot layout provided to Inter -Mountain l�
Engineering Ltd.
J
NOTE.• IF DURING CONSTRUCTION OF THE LEACHFJELD, SOLID OR
FRAGMENTED BEDROCK IS ENCOUNTERED, THE ENGINEER SHOULD BE
CONTACTED IMMEDIA TEL Y FOR ADDITIONAL RECOMMENDA TJONS.
DE9QVW 8)'
TDD
DRANK Br
-
TDD
CHECKED 8),
_ -
DDF
DATE ISSUED.
9
13 99
