HomeMy WebLinkAbout04337GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY ((''►�[� !nn {r� nt G (�(�
Owner's Name C MR. a CY C x4SLpresent Address1l`i:"� UIfe �`[�U tC1. t € 20 Phone W:9' ' l"t9
Le1ec e
Permit 4 3 3 7
Assessor's Parcel No.
This does not constitute
a building or use permit.
System Location
Legal Description of Assessor's Parcel No 5 �'1� "1" 00-0
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
Septic Tank Capacity
Septic Tank Manufacturer or Trade Name
Septic Tank Access within 8" of surface
Absorption Area
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements
Other
Date Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class], Petty Offense ($500.00 fine — 6
months in jail or both).
White - APPLICANT Yellow- DEPARTMENT
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER CNR Shooting Sports, LP, clo Mr. Mark Kessler, Colorado Nature Ranch, Inc.
ADDRESS 0655 County Road 209, IDeBeque, CO 81630
CONTRACTOR Coe Latham
PHONE (970) 283-1145
ADDRESS 716 Curtis Avenue, DeBeque, CO 81630
PHONE (970) 283-8476
PERMIT REQUEST FOR (x) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City of Town DeBeque, CO Size of Lot 49+ Acres
Legal Description or Address Located in SE 1/4 SEC 24, Twp 6S, Rng 99W of the 6th PM , See attached deed for legal description
WASTES TYPE: ( ) DWELLING (x) TRANSIENT USE
(x) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER -- DESCRIBE
BUILDING OR SERVICE TYPE: Shooting Sports Facility / Welcome Center
Number of Bedrooms n/a Number of Persons Up to 48 guests and 6 employees
( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (x) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 15+ Miles
Was an effort made to connect to the Community System? No
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well:
Septic Tank to Well:
Leach Field to Irrigation Ditches, Stream or Water Course:
100 feet
50 feet
50 feet
Septic System (septic tank & disposal field) to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table Greater than 8 -ft, no groundwater encountered in observation pits
Percent Ground Slope The ground slope is approximately eleven percent in the vicinity of the leach field.
TYPE.OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(x) SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
(x) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes 10 per inch in hole No. 1 Minutes 18 per inch in hole No. 3
Minutes 14 per inch in hole No. 2 Minutes 12 per inch in hole No. 4
Name, address and telephone of RPE who made soil absorption tests: Christopher Manera, PE #30579
Colorado River Engineering, Inc., PO Box 1301, Rifle, CO 81650 (970) 6254933
Name, address and telephone of RPE responsible for design of the system: Christopher Manera, PE #30579
Colorado River Engineering, Inc., PO Box 1301, Rifle, CO 81650 (970) 6254933
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as
may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the
evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance
with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be
represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in
evaluatin g the same for purposes of issuing the permit applied for herein. 1 further understand that any falsification or misrepresentation may
result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided
by law.
Signed
Date 7--/ 2 —(7
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
ENcINEE.11NG
INC0E PO ATt 0
April 16, 2010
CNR Shooting Sports LP
Kessler Enterprises, Inc.
Millenia Park One
4901 Vineland Road, Suite 650
Orlando, FL 32811
Via Email
RE: Colorado Nature Ranch - ISDS Shooting Sports Facility
Dear Mr. Kessler:
Colorado River Engineering, Inc. (CRE) was contacted by David Meade of the Garfield
County Building Department concerning the engineer's certification of the Individual
Sewage Disposal Systems (ISDS) for the "shooting sports" facility constructed along
Brush Creek Rd (CRD 209). During the construction of the ISDS our company inspected
the installation for compliance with the design. A project certification was not originally
issued due to pending grading work that had to occur from the building construction. We
have subsequently observed the grading work and reviewed our files and have prepared
this letter to certify the work.
This letter shall serve as certification that the construction has occurred in accordance
with the design guidelines and drawings and in accordance with county and state
regulations.
Christopher Manera, P.E.
CC: David Mead @a Garfield County via fax 384-3470
CM:cm
M:1CREjobfiles1530 Skinner1SpeciallisePermit\ SDScertShooting.doc
P.O. Box 1301 • Rifle, CO 81650 • TeL 970-625-4933 • Fax 970-625-4564
`No. COLORADO
RIVER
ENGINEERING, INC.
P.O. Box 1301
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
July 10, 2007
Mr. Fred Jarman
Garfield County Building & Planning Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
RE: CNR Shooting Sports, LP
Special Use Permit — Shooting Sports Facility
ISDS Design Drawings
Dear Mr. Jarman:
Please find attached the completed Garfield County ISDS Application Form for the
Kessler -Colorado Nature Ranch -Sports Shooting Facility, the stamped 1SDS design
drawing prepared by Colorado River Engineering, Inc., vicinity and site drawings, a copy
of the deed containing the legal description for the property, and a check in the amount of
$50.00 to cover the ISDS Permit Fee.
If you have any questions, please do not hesitate to call (970)-625-4933.
Sincerely,
Christopher Manera, P.E.
Cc: Mark Kessler, Kessler Enterprises
Dave & Jamie Massey, drawings only
Coe Latham, drawings only
CM:mh
GarcoShootSportsISDS.doc
1
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JUL 1 1 2007
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Po Box 1301COLORADO
Rifle, CO 81650 RIVER
Te1970-625-4933 ENGINEERING
Fax 970- 625-4564
Civil Engineering
+Water Rights, Augmentation Plans *Groundwater, Well Permitting
*Hydrology, Flood Plain Analysis *Canals, Pipelines, hams
GENERAL LOCATION
MAP
FIGURE NO,
m:lerejobfiFes153U skinnerlarekessler2
Job No: 530
Client
CNR Shooting Sports LP
Drawn by: Aprvd by: CM
Date: 3127107
PO Box 1301 �CQL,QRADQ
Rifle, CO 816S0 RIVER
Tel 970.625-4933 ``ENGINEERING
Fax 970.6254564
Clvif Engineering
+Water Rfgpts, fwgmengehtm�P�aGmaM dei. Wen P .dfrg
Wf;
Hydra FkodPiel raur`.+J+��, +Canee% Pfpehae9. Drina
CNR Shooting Sports, LP
General Location Map &
Shooting Sports Site
i -i. >,nnn-t w.nnc^x� Job W: 530 C1xaI
Dam by: 0111 TAp+vd by. CM Da1c: 1027V6 Kerakr
nd Projects R2 530-ManagerStePlarolALL SYSTEMS LSDS.dxg, 7/4
4" PVC inspection Port
Install in Irrigation Valve Bax.
4" Notch to be cit in Infiltrator
and secured with t:h screw.
/�//�`` 2' min,. Cover
/////
4
� 'lul�lol�
These drawings have been prepared for the client
identified on the design sheet titleblock. Unless
these drawings bear a signed engineers seal,
they may be used only at owners sole risk.
•
e "
Finished Grade
4 a a
Site Plan
SCALE: 1
Ouick4 Infiltrator Trenches
Shall be 7 Unit Wide x 76 lits Long in
4 Trenches for a Total of 40 Units
q.4 4 . . .
a
a
' 4 d . x •
•
•
•
Backfill with Excavated Soils
4 .
• (See Infiltrator installation instructions)
-v .•.:1 • . v q a ..• ± •
`\\��\�;\\\/�\/
4 -
4,
8 Hole Conc. Distribution Box.
w/ Baffle. Bed on 6" 0/. 6 Base Course
Compact Base to 95% Modified Proctor.
Stub Pipe Into Infiltrator Unit
and sccurn with screws
Standard 48" MH Section
w/Cover supported on ,
concrete blocks.
4" SOP 35 Sewer Pipe
.Froin Septic Tank
(2Z rain. atope)
install Po y1ok Equalizer at
% Inlet of troch Feeder Pipe.
4"SLR 35
/ Sewer Pipe
Qi,ric r4 Infiltrator \ Quick4 End Cap
Units (Typ) Unit (Typ.)
6' min.
(rye.)
Notes:
1. Distribution Box shall be constructed wth the
inlet invert at least 1 inch above the level of
the outlet invert. The outlet inverts shall be
3 to 6 inches above the floor of the
Distribution Box.
2. Septic 'Tank;
a.) The distance from the outlet invert to
the underside of the tank top shall be at
least 10 inches.
b.) Liquid depth shell be c min. of 30 inches
and the rnax. depth shall not exceed the
tank length or 60 inches, whichever is
less.
c.) The volume of the first compartmet
shall hod no less than 1/2 of the
required effective capacity.
d.) The transfer of liquid from the firs!
compartment to the second shat+ be
made at a liquid depth of at least 14
inches below the outlet invert but not in
the sludge zone.
3. Roof drains. foundation drains, area drains or
cistern overflows shall not enter the septic
tank or any port of the disposal system.
4. Bends in the building sewer shad he limited
to 45' ells or long sweep quarter bends.
5. Sch. 40 PVC is required whenever the building
sewer is located under a driveway.
6. No enclosed structure shall be constructed
over the septic tank.
7. The final cover over the Trenches shall be
graded to deflect run•—off water away irom
the disposa'' area.
Stub 4" SUR .35 Sewer Pipe
into infiltrator Unit and
secure with screws.
/////////`///<
r/S/c\'a/r/ify/;;;;"sav;e:Leaching Surface (keep Heavy
- Egutot ent Out of Excavated Area). Entire Leaching
Bed Surface to be Level Within 0.7 feet.
Typical Infiltrator® Side Section Detail
SCALE: N, f
To Last Infiltrator Trench
Distribution Box Plumbing Detail
/4.
Double Clean—Out
w` Rern o vable Caps
4" SDR 35 Sewer Pipe
(min. Slope = 224`)
8" ruin.
The proposed facility is intended to serve as the Shooting Sports Center and the ISDS may in the future also serve the
Guest Welcome Center.
For wastewater design purposes, it is assumed each of the 48 guests on the ranch may use the Shooting Sports
facilities on any given day. In the capacity of the Welcome Center, the Shooting Sports faciility could be expected to
provide the wastewater needs for up to 6 employees, each using up to 25 gpd.
Therefore, expected sewage flow:
48 guests each using 10 gpd
6 employees each using 25 gpd
Average Wastewater Requirement
= 480 gpd
= 150 gpd
= 630 gpd
Design Daily Waste Flow = 1.50 x Average Daily Waste Flow;
1.50 x 630 gpd = 945 gpd
Minimum recommended concrete septic tank size = 1200 gallons.
Percolation testing was performed by Colorado River Engineering, Inc. Results of percolation testing were as follows:
Percolation Rate 1:
Percolation Rate 2:
Percolation Rate 3:
Percolation Rate 4:
Avg. Percolation Rate:
10 min / in
14 min / in
18 min / in
12 min / in
13.5 min / in
Design Percolation Rate: 15 min / in
The required absorption area (A) for a normal gravel type leach area is calculated using the following formula:
A = Design flow x-,JAve.16ercolation Rate
5
Therefore, A = 945 x '15
...............
5
A = 732 sf
Garfield County Building & Planning Department allows a maximum reduction of 50% of the required leaching area for a
graveless type design in a Trench configuration. This will be a Trench design,
Therefore the required Area = 732 sf x 0.5 = 366 sf
Required number of Standard Infiltrator Units = 366 / 15.5 = 24 units
Required number of Quick 4 Infiltrator Units = 24 units x 1.5625 = 37 units
There shall be 4 Trenches with each being 10 units long for a total of 40 units for uniformity.
Minimum Horizontal Setbacks:
Setback from Wells: 100 ft
Setback from Creek: 50 ft
Setback from Dry Gulch: 25 ft
The above designed ISDS shall be installed satisfying all minimum setbacks and design standards as described by
Garfield County Building & Planning Department ISDS regulations, and according to all manufacturers specifications
and recommendations.
The Shooting Sports Facilities are served by private water well.
The soil testing has been conducted in accordance with generally accepted procedures. The conclusions submitted for
this design are based upon the data obtained from the soil pits excavated at the locations shown on site plan. Test pits
are at random locations and soil types may vary within the leach area. If during construction the leach trenches are
moved from the location as shown, Colorado i'iver Engineering, Inc. is available to conduct site visits during
construction to observe exposed soil types.
Finish CrGde
Conc. Cover (Tye
,, 20"0 Riser Sections (Typ)
48' Concrete Manhole
Cone Supported on
Concrete Block
Concrete Slack
05 neccss ary,
4 SDR 35 Sewer
Pipe to Trenches
Concrete
U`IStr/hu ion Box
}
18" Apnro:''
Typical Concrete Distribution Box Detail
4.00
6" Cl. 6 Bedding
Graded Levet Compact
Base to 95Z t
Proctor Density
Inlet Invert shall be
at /east 3" Higher than
the Outlet Invert
4" SDR 35 Sewer Pipe
To Distribution Lox
•
(min. Slope = 2 �
14" min.
Typical Concrete Septic Tank Detail
SCALE: N.T.S.
Inlet and Outlet Pines
to be Sealed with
Waterproof Material
Zabel Out/et Filter
or approved equal.
a
o
11:3 c
THIS DRAWING NOT VALID UNLESS LATEST REVISION INITIALS ARE HANDWRITTEN
FILE:
LD15301MgrSitePlan\All /SOS
N
DESCRIPTION
APPROVED
DATE Original Drawing Prep.
DRAWN
MH
07/09/07
CHECKED
CM
07/09/07
APPROVED
CLIENT APPD
7-p-�!
A
PO Box 1301COLORADO
Rifle, CO 81650
970625.4933 �r ENGiNEERiNG
Fax 970-625-4564
Civil Engineering
CLIENT
Colorado Nature Ranch
Shooting Sports/Welcome Center
Garfield County
PROJECT
530 - C N R
SHEET TITLE
Individual
Sewage Disposal
System
SHEET NO. 1 OF 1
Revision