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. i 3 '' N " GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N2 ¢,
y ' 109 8th Street S uite 303 Assessor's Parcel No. ' "':
Glenwood Springs, Colorado 81801
4 a Phone (303) 945 -8212 #
i
II, ¢ ' This does not constitute k
t t INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit.
t it
ara do5kin ) 9 Owner Name d•maRon
r esent Address `
P hone
S
System Location ¥9a, it'S CC C \Phi 5p' Sys Co . 4
: ` Legal Description of Assessor's Parcel No.
t SYSTEM DESIGN i
' Septic Tank Capacity (gallon) Other A i e
•
Percolation Rate (minutes /inch) Number of Bedrooms (or other)
;. 1 Y
Required Absorption Area •Bee Attached
• r Y
( Special Setback Requirements:
; r 4
I `` Date Inspector $ �!
16 , -F AL SYSTEM INSPECTION AND APPROVAL (as installed) 4/ c
J 4 Call for Inspection (24 hours notice) Before Covering Installation ! t
4 System Installer
Septic Tank Capacity 1 S v 0 i. il
Septic Tank Manufacturer or Trade Name f 0 V,4ft Ai-f ,(y
Y ✓,� � K
Septic Tank Access within 8" of surface S i ;
y- k f
5 t Absorption Area L N G e � `` K r O (� ' 4 i
Absorption Area Type and /or Manufacturer or Trade Name ('r ` h N 0 ' 7 S T - . 1
v r
Adequate compliance with County and State regulations/requirements I
Other t
, f N
i Date U ( Ins pe ctor r ` �� 1 " e
t( I(
RETAIN WITH RECEIPT RECORDS AT CONSTRU SITE Z
• e •CONDITIONS: i 3
1 y 1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter i'
25, Article 10 C.R.S. 1973, Revised 1984.
hi i 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- 1 f
, 4 nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation ors
requirement of the permit and cause for both legal action and revocation of the permit. y
I a 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which Involves a knowing and material d ;.
+ {I variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 ,, s
months In Jail or both).
- White - APPLICANT Yellow - DEPARTMENT
/ INDIIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION •
O R 6 /RAJ 11 (r NAJe I NA
��
ADDRESS 4719/-6- t 2 PHONE I ' � Z Yts'
CONTRACTOR —
ADDRESS 49 /5' Hsi f z PHONE 95i S Siz e'
PERMIT REQUEST FOR (A 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 G/6 DPI 5; } de Size of Lot S 6 78 Rc& S
Legal Description or Address 4 "I 7 , ' ge 34; 1 g 89w & cr.
WASTES TYPE: (pt) DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE:
Number of Bedrooms 4 Number of Persons T
(K) Garbage Grinder (p() Automatic Washer (K) Dishwasher
SOI IRCE AND TYPE OF WATER SUPPLY (bg WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: I HI e. '
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: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System to Property Lines: 10 feet
YOUR INDIVIDIIAL, SEWAGE DISPOSAL SY PERMIT WILL NOT RE ISSUED
WITHOUT A SITE PLAN.
CIROI JND CONDITIONS; /
Depth to first Ground Water Table
Percent Ground Slope Neq d L y L o c, e/
2
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: •
(••, ' 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? Al ?
pERCOT.ATION TEST REST J1 .TS: (To be completed by Registered Professional Engineer, if the Engineer does
the Percolation Test)
Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3
Minutes per inch in hole No. 2 Minutes per inch in hole NO. _
Name, address and telephone of RPE who made soil absorption tests:
Name, address and telephone o RPE responsible for design of the system: Y/M Bac-
923 It JDre/t f ve ( 5; do, F /Gof 97D
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 evaluating the same for purposes of issuing the permit applied for herein. I 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 "t c c ra ' Date;r /3 /9 CV
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
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G/YCER/YG eji
June 23, 1998
Leo Jammaron
4915 Highway 82
Glenwood Springs, CO
Re: Individual Sewage Disposal System
Parcel A, Jammaron Parcels, Garfield County, CO
Glen Jammaron Residence
HCE File Number 98004.16
Dear Mr. Jammaron:
This letter is to provide sizing for an individual sewage disposal system for the Glen Jammaron
Residence to be located on Parcel A of the Jammaron Parcels in Garfield County, Colorado. Our
understanding is that percolation testing has been performed with the result that the deeper gravels had
too high a percolation rate, and the upper (surface) soils do not have the depth necessary for proper
treatment. Therefore, we suggest that a sand filter placed below existing ground level would be
appropriate.
Assuming a single family residence with four bedrooms will make use of the system, the design flow
rate would be 900 gallons per day. The minimum size of septic tank required would be 1250 gallons, but
we generally recommend one size larger than the minimum, or 1500 gallon. An optional siphon dosing
system would increase the efficiency and probably the longevity of the system. The general size of the
sand filter, based on a loading rate of 0.95 gallons per day per square foot, would be 950 square feet. We
have enclosed details of the sand filter for your use.
If you have any questions, or need additional information, please contact us.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Ti othy P. Beck, P. E.
Pr ject Engineer
TPB /soe •
enc.
923 Cooper Avenue • Glenwood Springs, CO 81601
Telephone: (970) 945 -8676 • FAX: (970) 945 -2555
REMOVABLE CAP
MD 4 - 1/2'• HaES
061RIBUTgN PIPE 4• • S AI PIPE
PUKE ADJACENT TO
OIS1MBUilO44 PIPE
SOLIO CAP FOR
SUPPORT O BOTTOM 4 • PERFORMED PIPE
K TRENCH OR BEO MAPPED PM non
PANIC
COMBINATION AIR VENT &
INSPECTION WELL DETAIL
N.T.S.
DEO CC 1 I SCREENED FILTER FABRIC
SOCK' NOTES Kl TOPSOIL E1aSTING GROUND
SEE NOTES PDR MIN.
BASE AREA 4 AOPEORAN DRS M SURFACE
•
It MIN Tr. \. \ `---- ���w�cW N NNr \ — II
N. N. AFF,XgralgrilliMallinW.
IILVAILWAISIPTAIllik ,%***
R4' (MIN) - OISTR1BUnO1 LATERALS EXTEND TO DEPTH AS
SANO FILL - SEE NOTES NECESSARY TO ALLOW
FOR MMMUM BASE AREA GRAVITY FLOM TO SAND FILTER
Ii'
SECTION A -A
N.T.S.
54'
48' (TYP)
MSPE TO►I KLL A
a
(SEE of AIL i SHEET)
DR ODSNG TANK
S . 7, TYP."
p f`(P[RFOAATEO PVC) .
I A EoaE a GRAVEL iEo
3' (TYP) 1..�
GRAVEL BED PLAN
N.Y.!,
SUBJECT
PROPERTY
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1111 1111nlir P R.
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a
VICINITY MAP
sccnON VOOD QUA DRNI P.Y. E
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£FNFRAL Nf1TFC g g g a g
1. ALL CONSTRUCTION SHALL BE W 1
ACCORDANCE WTH INC THE GAREl0 COUNTY G ■
REGULATIONS OF INDMDUAL SEWAGE DISPOSAL SYSTEMS. EVEN THOUGH
ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE
°RAVNGS. THE CONTRACTOR WALL BC RESPONSIBLE FOR SUCH
SPECIFIC DETAILS AS ARE REFERRED TO IN INC ABOVE MENTIONED II
REGULATIONS. ■ 1
2. FLOW • BEDROOMS •2 PERSONS/BEDROOM 1181
75 GALLONS/PERSON/DAY IS:
600 GPO - AVERAGE DAILY FLOW. tl
DESIGN •• 1.6 • AVERAGE - S00 CPO 69
SEPTIC TANK: MINIMUM TANK SIIC: 1250 GAL. a ■ 1
NEXT STD. SIZE - 1500 GAL
MINIMUM ORAIEL BASE MCA A - 0 - 950 SOFT.
0.95
MINIMUM SAND FILL SASE AREA:
A - 900 GPO - 1125 SO.FT.
4
0.60 01•D/50. FT.
3. 0G PAL STET INC SHALL M).
LOOS WALL L OXEYE (5.4 PASS THE 94 (6.s
<10S SMALL PASS THE ROD SIEVE (0.13 MM) AND WALL HAVE A
mNWORINTY COERICIENT LESS THAN D (060/010F6).
CONCRETE SAND AND MASONRY SANG WILL 90TH GENERALLY MEET THESE
CRITERIA
4. CLEAN OUTS ARE REQUIRED AT ALL BENDS ANO AT LEAST EVERY 100
FEET ALONG THE HOUSE SEMEN.
S. THE CONTRACTOR WALL SE RESPONSIBLE FOR INSTALLING ALL
COMPONENTS OF THIS SYSTEM PRIOR 70 THE ABSORPTION AREA WATER G [
TENT TO PREVENT INFILTRATION.
6. TOPSOIL COVER MAY BE VARIED (wTH 1 FOOT MINIMUM) TO ALLOW
LANDSCAPING.
7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO = W
SRNS GNC -HALF FOOT OF FINAL (MADE. 9 i0
B. LOCATIONS OF ALL COMPONENTS MAY BE VASCO AS NECESSARY AS LONG •
AS ALL MINIMUM DISTANCES ANO SLOPES MEET THOSE REQUIRE°.
9. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM MOUND
FILL AREA USING DRAINAGE (MALES AS NECESSARY.
10. SOILS MD PERCOLATION INFORMATION FROM CONTRACTOR AND HCE.
ENGINEER MUST APPROVE NATIVE MATERIAL AT BCD BOTTOM.
11. THIS ORATING DOES NOT CONSTITUTE M 1305 PERMIT. PERMIT MUST BE PROW NO
OBTAINED FROM APPROPRIATE OTT OR COUNTY OFflOALS. 910003
12. THIS SYSTEM IS SI2E0 FON TYPICAL DOMESTIC WASTES ONLY. 9A(MWAW
OR FLUSHING FLOSS FOR REVERSE OSMOSIS UMTS OR WATER SOFTENERS SHEET 1
OR FILTGS WOULD NOT BE WTROOICEO INTO THIS SYSTEM. V 1