HomeMy WebLinkAbout01422 wjri
•
4f.
4- i •
To Garfield County DATE March 7, 1985
SUBJECT Coke Bottling Plant
•
Disposal Systems
ATTN Bill Thompson JOB N0. 1785.128
We are sending the following: g Herewith o Under seporate.cover
`Y^ o Prints o Tracings g Documents o Shop Drawings
NO. OF LATEST ITEM
COPIES ITEM DATED REMARKS
r-�
1 Individual Disposal 1+
System Application and
related information • 3/7/85 For your review
If material received is not listed above, kindly notify us at once.
Transmitted by:
C First class mail
c Registered moil
❑ Air express
o Air moil B
❑ Roilwoy express Ti P. Beck, P
C Motor transport
�, Messenger g
o Parcel post
✓ Pickup
Suite 205, Village Plaza • Glenwood Springs, CO 81601
Telephone 403. 845.8678
- INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by
OWNER Cameron Calder County Official:
ADDRtSS Box 246, Glenwood Springs, CO PHONE 949 -.7434
CONTRACTOR
ADDRESS PHONE
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: County Garfield
Near what City of Town Glenwood Springs _Lot Size 2.5 ac. +
Legal Description within the SE 1/4, S 5, T 6 S, R 89 W, th P.M.
1220 Devereux Road
WASTES TYPE: ( ) Dwelling ( ) Transient Use
( x ) Commercial or Institutional ( ) Hon- domestic Wastes
( ) Other - Describe
BUILDING OR SERVICE TYPE: Soft Drink Bottling Plant
Number of bedrooms see separate sheet Number of persons //
( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: ( ) well ( ) spring ( ) stream or creek
Give depth of all wells within 180 feet of system: none
If supplied by community water, give name or supplier: Glenwood Springs
GROUND CONDITIONS:
Depth to bedrock: greater than 12 feet
Depth to first Ground Water Table: none encountered in test borings
Percent ground slope: average 8%
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 4000 feet +
Was an effort made to connect to community system? yes
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
( VSeptic 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:
(VI Absorption Trench, Bed or Pit ( ) Evapotranspiration
( ) Underground Dispersal ( ) Sand Filter
( ) Above Ground Dispersal ( ) Wastewater Pond
( ) Other - Describe:
TWILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? not until approved
See copy of Discharge Application a,ttached.
Page 2
/SRS. /28 1 I //a es
Cake r°&Nr 105
I. O . FP? Aca. (S / /OU -
ColtoTy c4y5 1ookyp- er. /1 rso n-E
OR- mo2otJ 5A'95. /D c5.4
s�M — 5 Er Aoytes
P 4t45 o7A'E&s Foe S raj 77Mg..5 ,SEAJ2E Sant_
7 Acre-I.-ea 5p m.
(Ake__ 11 PER.CtOktS Fee - .1 A
5T — 4tEtie €L AN & S 5 ///> torso)/ ide9/
Dfr/ o &Ft� A Int&
r • ia Dad /0t49/
55) 25'0 ya
Us e. MPJI MUrtk.5E,PT1C... - 77441e- see of 750 4e 1.
( /25o 4444 /N.57 ,) v
(C At c u l A T(on15 - To ,13E Gera Pe.tre p At
-yeses)
1/7,3g/z0? I4 //A5 /
_..._._
1
1
ge
;;; / / / //// /1 i
i ai / _ p
s ,_
r n
o
X 6 / / / / / 7::
° /.
1 ' /�a /
cup Z cw _ _
1 W - % - S /✓°TE e f 5 P i 4 E
P _
rot.. l'A�kn1 / 76
• � f R,�
cA
v a
v x
Levu
Li Waal/
0 . (' Zlifa) -..,.
Z y 6 AN
tk n:
I7g5; /? R 3 //85 /��
•
A'I4ilR6u Dei,wL.
I [tee NT S
k.
in
cegr - ,e .9-
- S/N(jtt S'ai LEA/47# OF
a rm idyl P /PE ?N.PDgff /11RN//atr
a `
,--. TO scpr /C reim/C
r
r ,
i
i
l 0
a OA/G y , F2oM
• ill Cv/wrg //143e AP/NS /N4
,4 LoW6o /,✓ AMA /ota1
a ,9/VD ONG y AF TE2
• , P 6 Cear 0F Sr
• o /SG�'A�•RCE P'R/t�/r
"T' L✓//E�v C/7 5 4/1//7 - 4 1 12 , Y SEWER. ,
5 ) 1 : 5 76 4 1 /S" e"X/ ENDED To 7# /s
Rx0PE2 , D1A /N G /NF 775 81 V
W/ LC_ SE CONNEC EO /A/ o WSW
5 .9/v0 ,°/ 77/Pae/4 7
%9/V//eLE CAN ea, 7 4ztit. /
REST f ,cZey✓s /rY7 EG✓ 561/6/2,
Giant_ Re Ofl ,57 O /SC,S',4,e(E
Pa/iv ,ciNSE /caw 4ND Peocess
AZOy✓S S//AGL ag ,CU,V a /NTo //ocom/
TAW,. (WL/. ,4,YO 7h1G.ED To D /S /bSAL
5 /re. asaM E p As Fee., Am/sE.
1 FLGti/S aNLJf F - Fd ge P,eocess F�1✓5
/
514 /�U /NTo hi9ezw4 T4WC
UNT /L- C /Ty SEWE2 is e?i'TENDE,17•
r
- •
° EX E VEL, GROUND 24 6.L KR RING 6
•
NOT
` 7/ � � �Ila �a��� I Vim"' ° ° ""'- t•.ASPHALT
• MANHOLE BARREL MINIMUM DIAMETER
•� .ems /f - CEMENT GROUT OR MORTAR SHALL, CONFORM TO TABLE.
cc Ian an ;:se,• •SHAPING FOR SMOOTH MANHOLE
j i Via= ! BASE COURSE INVERTS MAY BE DONE T MORTAR
OR SHAPING WITH CEMENT ORTAR
elm. RISER RINGS (6" MIN) •THE MANHOLE STEPS SHALL SIMILAR
2: D '-: \. AN EQUAL 10 ALCOA
� • ALUMINUM CO.
' , 1�7 - „ ECCENTRIC CON NO. 126538
} la 24 • PRECAST SECTIONS TO CONFORM TO
E • '; - ASTM C -47B
f •' '1' ' • REINFORCEMENT • 6' M.H. BARRELS SHALL BE 6' I.D.
i o � •` , --•� I • REINFORCEMENT •C 410) TO A POINT 6 ABOVE M.H. BASE
w H 4I :, ALUMINUM MANH ° ONLY, THEN REDUCES TO 5' I.D. FOR
STEPS POSITION
� FLEXIBLE PLASTIC REMAING DISTANCE OR TO ECCENTRIC
0 OVER SHELF IN "'V .I.. SEALING COMPOtt' "CONE SECTION
' W VERTICAL LINE .• IF BELOW WATER
ry I TABLE. MORTAR
1 JOINTS IF ABOVE
= WATER TABLE.
0 4' "DIA, :.(� PIPE I.D. MANHOLE
o
Iwo 5'-o "DIA. I.D.
5' "DIA.
21" TO 48" •I ' • ' 13" SMALLER
rn (SEE TABLE) : •• : 4' 014
w s 5' 0"
J W I .1
CD a I 54" 61 G"
eon OR LARGER SPECIAL DESIGN
•
2 , 6 "MIN,12 "MAX z , ,
CONCRETE ;
I MORTAR _.,., 5 "
SLOPE l O:� I
1,11 DRAIN • 131.•
• .. z : :.s :•, SHAPED'.- '! 2 ••.•••••• �SyA(• . • C ' •: INVERT •••.\‘ k 3 1 . 0 . 1" . 4
1
MANHOLE I.D. +16" 1-••1 c ; FLEXIBLE MANHOLE SEAL •� '::
�
• .:4 JOINT OR RUBBER PVc - R "O" RING I; FIRST •
%h. 1' YP MAX PIPE WHEN PVC on TRUSS JOINT
TYPICAL
PIPE IS U3ED
I ALL PIPES : ?
SHAPED INVERTS 1 I
• / -
‘./.
. • � -- " • e , m d ��,I,'a HAPE• INVERT I
LW \\Walt
•
Z - - -- • DROP THRU MANHOLE •
.• t 1 - 1 • - � e e I INV ELEV IN SHOWN ON PROFILE
a / 'C ` 4 � - T ___ INVERTELEV SHOWN ON PROFILE
. AI.; i .
?'< h SECTION
^ •• a :e- 24" OPENING IN TOP
° � (ORIENT OVER BENCH)
I'0" MAX. TYPICAL ° fill
MiI
ALL PIPES ALL MANHOLE.
ALIGNMENT CHANGE STANDARD DETAIL
FIRST JOINT ' AND CHANGE IN • PIPE SIZE PRECAST MANHOLE
TYPICAL INVERTS
STANDARD DETAIL ,•,Ay' 3-' ", S : •
Y � ■ �' PECIFlC DETAIL
PROJECT NO 'hoe inD
f
• U. -
a.
....MM Ri ng • • for sae Construction it
Vt • li �.--rz a /a
� r /' SECTION
NR ( N on adjustable Ring & Cover
�. . j � to be cast In flat top )
( +L.Ittinp ALTERNATE RING a COVER
Rings
PLAN
4x4 4/4 remesh
° 4 rebar
Std. se Mx pins & Cover
I W i-lOSI or Equal) I Soso Coves
I Npeou$ I Aeg1o11
v [
• �`�\WP' went Grout N . ' EC
Precast Floe top $ L ® �aFq� s �• , • Bead CO C owsn
r % �� - - e, e
1 U eW I li a)I p pine L�'w—_�8
T _ r � u S� a T ` i , : : : : :: tr >.:t ., 1'/1'T /2 �
e•
Precast
eiiann NOTE Reinf same as
r 4 85dJa details ;4 4 ,
•
e • t1
SECTION SECTION
(4 S 5 (6' dia )
•
•
STANDARD DETAIL
STANDARD DETAIL FLAT TOP MANHOLE SPECIFIC DETAIL
PROJECT N0. X785.188 .
INLET FRAME $ GRATE
NeEiVA/f R -/03 /
go i onlL / p " TYPICAL, GRASSED
-- AREA -I MIN.TOPSQIL
SLOP E t>a1
iU- 12 _ -
-I •I _ CEMENT MORTAR .
TYPICAL ASPHALT •. • _ =} • _ BRICK COURSES OR
PAVED AREA 0 • 0 __. :Q.."' GRADE RINGS OF •
0 24 . :: .0 :€1.,..e" EQUAL HEIGHT I. CONE SECTION
w •
\ .
5" 5 .
STANDARD RISER 8
SECTION (5) o0
11/2° • • • • > :UPPER SOIL
CRUSHED b . 4' -O" , o . • s E o (�C•
;! 0- •
a • oa
0
• I II 0 0 • . L - - - - -- J; ,. , o2 p 0 0
z >
PERFORATED — 'I CC � I--' CERVIOUS • RISER SECTIONS) , , w
\ 0 f ALLUVIUM -ti
No B' : p O
TYPICAL FLAT END / M IN: O
r igm y • ••:. • ; . ra TYPICAL SPIGOT END
4"MIN.
8 "X 12" 2 # 4 RINGS
CONCRETE FOUNDATION RING
NOTES:
I. CAST IN PLACE CONCRETE
TO BE 3000 PSI
2. PRECAST MANHOLE SECTIONS TO
MEET ASTM C -478
3. BACKFILL ENTIRE EXCAVATION •
AROUND STRUCTURE WITH COMPACTED
1 1/2" CRUSHED STONE.
STANDARD DETAIL
STANDARD DETAIL PRECAST CONCRETE DRY WELL SPECIFIC DETAIL
DATE:7 /7/81 DATE: 2/f/6.
• JOB NO. l785. !ZB
F, om . coo/ -
t'ES /fin/ Get reg'-
10
2. Crossings:
a. Normal conditions - -- whenever possible, water mains crossing
over house sewers, storm sewers, or sanitary sewers should be
laid to provide a separation of at least 18 inches between the
invert of 'the pressure water main and the crown of the sewer.
•
b. Unusual conditions -- -when local conditions prevent a vertical
separation as described above, the following construction
should be used:
1) Sewer passing over or less than 18 inches under water mains
should be constructed or modified using one of the following
methods:
a) One length of pipe at least 18 feet long centered over
or under the water main. Joints between the sewer pipe
and the special pipe should be encased in a concrete collar
at least 6 inches thick and extending at least 6 inches
either side of the Joint.
b) Concrete or vitrified clay sewer pipe with reinforced
concrete encasement. Encasement should be at least 6
Inches thick and extend a distance of 10 feet either side
of the water main.
2) Water mains passing under sewers should, in addition, be
protected by providing:
a) A vertical separation of at least 18 inches between the
invert of the sewer and the crown of the water main;
b) Adequate structural support for the sewers to prevent ex-
cessive deflection of Joints and settling on and breaking
the water mains.
c. Disinfection of Potable Water Lines:
1) New potable water lines should be disinfected in accordance
with AWWA Standard C -601 (latest edition) prior to being put
into service.
•
i
4
• INDUSTRIAL WASTEWATER DISCHARGE APPLICATION
Jam ry6,44
•
FOR AGENCY USE
APPLICATION NUMBER
DATE RECEIVED
YEAR M0. DAY
Do not attempt to complete this form before reading the accompanying instructions.
PLEASE PRINT OR TYPE
V 1. Name, address, and telephone number of the owner of the facility producing
discharge. �/
A. Owner C _ s) 1YVI ✓leem(641 -K
B. Fact 1lty name ear )4 1(OLW Ct, /4 ( WI Pawl) oc 6-ek- (u,00flJP
C. Mailing address P)oY 01 WA •
D. City (4- c1iw&)o017 S)QIN6; E. State CO(...0/eY4I)0
F. County (r-I• G. Zip Code 71(o 0
H. Telephone Number ( ?q? ) 9 - a 4 39
Area Code
V 2. Is the facility operated other than by the owner? YES )( NO
If yes, complete the following:
Operatoor
Facility name
Mailing Address •
City State
County " Zip Code
Telephone Number \
Also, on the >Jacside of this page ckscribe the relationship, agreements and
time fra e,6 any - agreement.
✓ 3. Specify whether owner or operator is making application for the permit.
OLU raiz_
(-1 )
(z)
/4. Location of facility
A. Legal description (Township, Range, 1/4 Section) SPK4)55 RA9 IV Gt eM •
B. Street )42 A.6 Dlt.l /k 21c (AK R.DI •
C. CitY (4 - {.IyAloteC)17 S R \A)G$ D. State CO
E. County(..-I.( CIC /.p F. Zip Code s ir ((o0I
G. Local Contact (familiar with process) c 1'1/1fr h'n&i ( 1AL.Ofr12
H. Telephone Number (xO ) ci `IS - 7 4 . t ;
Area Code
✓ 5. Type of facility (coal mine, steel mill, etc.) plus brief description of in-
dustrial processes.
.cn 1- T D121 N 1c vu l_ I R) G GI .
FRo Duct' 0 ) 61= Soi -T C7Qxtl\lz_S "11) : t(Ruf"
fN 1;tj5LII:N(AP C GAL Co&&7 QeS
6. Principal product(s) and maximum production _rate 5l�I� L �1Z1)11C
I.c\1
v Standard industrial code (SIC) Number (if known) ?
I/8. A location map designating the facility property and discharge points shall
be submitted. The map shall be from a 7 -1/2 or 15 minute USGS quad sheet
or a map of comparable scale. A north arrow shall be shown. Any public
water supply intakes within a 5 mile CBOtarof theYeaci4+ty..shahlralso.be∎
identified.
✓ 9. A legible sketch of the site shall be submitted and include appurtenant
facilities (building, ponds, diversion ditches, stockpiles, etc.), stream
location, numbered discharged points, sampling and flow monitoring points.
Sketch shall be on paper 8 -1/2 x 11 inches.
/'10. Method of f}ow;mejsy_jyinentfor each discharge (14.e. 90'v -notch weir, 9 inch
parshallflume, none, etc.). Designate whether installed or proposed.
- -
, I
•
,....,..... -
1 ),(/ 4 .S: . .....-5-2A,,,k----‘‘-..---._„, ',...0j.; )(, (, -;—.---_-.7
, f / _,i1 ■••,„' --, \ e ll? A L _________. ,______ .„. . ,-.),-4:
A l
(- - - ■ -,6 i 1 ,,„...--.------,,,--- - ....,--- :
NICIS.VSCP--' Itr.:kR1/4-....1: C.\ '`"- ' - ` .at..- •--,_ r \ r-N-(---‘---'1 -:
' • 'N7.-;''' - . . b. . ,_.__. st! '“ .. % - ;.:..,,,. ,' 4 ri
•
1 ) ' qr •
NO.. :... ' N,,_ •• . .° AA 1 ••-•112a.%1L a 1 ---
4 It• _ J. ....%
6 • . ti o ' ' l‘ Gleggtrsrent tlir ji
_...„.
,,c ,.....,
i ; ( ' i 11 A - i 7. - s•;•-=
; I I • :rc ••" '
- 7 pei,.; Park__ ‘-- Dr --- me --- m ,-: - .1 •r _ i • 1, • : , :,.>„s„ „ ; - , eC b c , • /// A , \ C''.- ••1.
— .• '4 / Th i -1- \ ,.. G ( - ' '‘ s , r d,
....* :•,.. •:,., • m emeri.,-: 2 g• al - I l• ' ' %-' ' f--•= ' - \-- - 4 i „ vL, 7 ," ,--/./. it
• 1 • ".• ., 5 • 4 - ."Z N ) I , • --- -,,,,:>/- 4 ,,, 2 /,; e4. ,./ t- ) /:. /4 ,4
' 5706 D 6 R G b....'"'-..-'•-•'-''-'-''''-,:,'';''''''-'-----.-..--•-•..........._,,,,,._ • 2. • : ...--4, 0 . (,., i ' ' .1 c-a• p .; , /..f--ci
.. ..-- - - to 'a' • --- .....1 ' -fr. • i i> /..., e , „. , , ; ...r. . , . .•: ,• , i
• i
, . . ..„
( t-T1) 9 '4 ' 1 *- : - /- I Z- '. -1 .... &
::::' . _ -,t, trfin'a* . 1 ..<''..s ‘--- • s,.. -q )1* ( --. ,v4i it i --" N..---- - .; ic4-
:- se,5y7 %-,„_-- _I" ,t •••,.-1,,, .
a . ' \\c-, • - • u ii 9 , •,
) 1 C, ti-.=:::-..--,-- , ,711.- Sitir- - ,- . ..: r
' - _ -. ,,' , „; - ' k • .., ...,,,,,, T .,. ' ..4„ itliti‘ ' N., ..): , ( tt 4 ' - -N-K t ]. : : •-:-:.-----------> - ----,, 4 1 / ,-•
.' . :---(, c „,;,7 ...:.k --------- "- _
, . :•.. P t \ ' \ 1 ".--;`, ' ' -...„,---- - --. --- ) ' sf/
, ,...■<-,--, - - _ -- --. - -..-1: r a ' i
03 =:. - r# L;' "ter :,•-•- 2 - • • -",, \ N 1 , k •••-•• • " • -. -----, ( 4--_-, • 1 .. .r. - - ,• / c- I . c
• z ff :-. i. , if) . - - ‘4„•.; - ‘11 ,011 41;,. - , • - \ \ 4, 1-2- .1 , .-•\: • : I , 7.--.. „, • -.. , • '7,1-
I c•- ''''. ' 1 -:..." .. ' '' tiv:": . • - ,...t.? .. ' 2 .4k,' , . ; , , "-, . „ 1/4 \ -., . 1 \ ;, -'-- . kY:r. 59 an--% „.1 ,, ,, ,[7:-
-7-' • • V.) ' 1- li -,.... _... ' -' ' . - - --\\ '---. ------%:\>: ‘. • - _ . _ r.'''.:/ , , ,e
. .• , i , ” , ,• -- n I r - 1 _, ,z....,„ --_.:--, , --- V. ----- -- , dr ,r• ; • - • is {1
1‘ • . •- --',-;„,„ 4 — • 4 ,,,, • -l _.,-: - - ,— )• --- ... < ' t., \ 1,0 ,. illi „„_, - ,.--,.•-• -; --.—
I
>- ' :• '''-\\_, j r , 11 .1% ' , „,,e •• ---"‘"• ,.._.a -: -".,•-• --- V■- , i...1. Op : : 9 t: - -,---, ' f ro : ' 't ' ,.._ ' , -
r . t , '- -" ,,---11,--.' z,z t•V''' - -z - -:.:` ,- Y\ 1' , ,1 -: ..; 1 - -.I , Nii 1 ' . ..
.. _. .-
- -
.% ..:--.r7 ..: t i A.. s _ ,_ ., , Ll _____ ; j, r:: -____ ; , Is , ,... • i ; , A - r P, .. vfr. i ti .....p,; r
_, „ t -., , - ' ,4 \) e ')r7,-.t.) . ,,,,--- ,, I:1 Jo , 4-1111!Ibls..r:31 v
,,HnlaN• L d e * od t
?. 4 . _- , i: • ,ii. r._ ;Rh: dr? N -
A _,..,4k \ i i ...\ triii „ . 44,.._ „ , i 4
. ',',,,,\\•.,...----,..--• / r? , ,,..,
•,, „...........,,,),,.........._ _,...,,,.., r: f ... : I i. fir:,:ti :,..,, .r1.- JO, ' "__-• -.0,1. 1
* ", \ >. : 7 -- \•,..- ' - X& C = 1 ii ri t i fi " ''*----atif--, 4010 I : '. ...\''' 22/ I 1 -11:-;iiiiii ' • ' . ':2 ap
-- i,' ' \ •
, , ..,_.\._ ,,,, , ,,. , , ..._.,,..--_......,, z , . ,. --,,--;,/ z--- > ,, i, , ,t,-• \ r ,,..-.- -, _At-71w :: i_. J;- • , J - - .:.
- . - j11)\ -------- .--\ \ ) • \.. K-.-. ---\-, f ) Jo J-- ,, _..-_-- i ,' e't , '1,, , w 1 / 7 ,d, , 4 F - 7 f: , C ‘,__11,, , ,J , i , .,,:_-__,
-- -- - ' '.. `. ‘‘,0,, •-• %-- .1) , ) ' e - - - —, ) ' A , ..- .'i - ' ( I'' 1 % ? ii,s -4 • t.5_ "• _ :,,,, r , (> ' '
, _.--;..../ c ) \ \\, / . / pi,-> - c -•--.5-- -•-:--_-..."/ 'r 4' - -. ' ri I ,/,, , Li,),..,.• ) r'- • - - ' •
, \ vil 11 R ii c , - r - •2. ir.__,--------------- z r- - ._-,:,..,), ,..., •,\ i ?- :::!.,:• . . r , -• - 2
.. • i I ---' \ ) \ 1 ,,i),1,1,/,. ,r, ,, z v .s. 9 pack r • , .,,. ....,....„ ,,,,,,,,, ....,..
r .,,, 1 „,,,,,,,„, „_,- ------„,, ,,,,, • v „. ,,, „..mf., l• • l ' - , - , • ----/-••• -
C ‘-- •J it ,-,r( . c _.__,- - v i o , , V . 2 , 5841 •• 1 , ..-1. 1 - , 2-'1/
i ' ' 7 i V ''''''C'''b%. S - k : . 1 I ' ' 444
\\ VI 1 \ V S''''' . 1‘4 cn • • • , 4, V a l c( _
4)1 \ \ ir‘r. ''. \ ',.k, 6 \\ \6; ' 6 ■ .-t - \ 2 • i :i..‘•<",''-■'S•Itij
,\._
' 8n■ /1.71
---.).
— \ \--' L• ‘■' t \ \ ‘ . 1 4 V \ e- V• I I j ;
/ -• 'i, ' ' 1 r• / I I % ' • sa's I S ) ' r '''- . I cq
: ' i i 1 , .....44,5 r - = \\-/ \\ \ 1/4.. 1 / 4 . 7-- ":,-,, N \ ,‘ t} \ \ ,■,;:- , ,,,. ('-', , 1 i \ ,) 'A • l , I s ...4 ..„..„.; 4• $•, ,
-- ';' ' C 'N -N‘ I\ 1 -- \ \■/7) ) ) illf i ' I;x7" v• 11' L I iti (2•5/ • ‘‘•
- , ' /di '1.-.-Th -.‘• . )
.--;'.. ' l •.;;;--• 1., • ° , . • \ I ll p 1 - >„ , ; 4 0.... , -C_,-..., \ t: p, / %:;,-....; --,/- LiK(accc
- ; -.J; 7 ,),,,-Ers.... r., l y ,6 ) ‘, ,ri • • • I,' 1 .4 1i i, ' '
,„,* A (;A0 ,-1-• r :,....:::-.,. L.. , t N•• • 1, L. .,„ ' 1 \
c \ \
C
c \\\
. .
•
LOCATION OF
DISCHARGE POINT
GLENWOOD SPRINGS QUAD.
SCALE: 1"=2000'
■
• IM -1- I I f ' .' 7; 1 fi f •••‘—
... ' '. —.'. . .... ••••••••• i •••'• .r '.. Thee r . -I f ■.,C ••■•■ .. '7 ,„„ ..., _
Id )
- Tr . lecte
*e.-- 1 s' • - i : s i- - \a-- 1 . -I ' i -.4.6
„„, ' ' , ••;- : -:-. I k • 4... nt 4 M . • • )
4 4,• 24 .cf.... , ,,, - V g„ , ,, , 1 ...I ` 7 I Fr ...
_2,
ow 4 77 i i), 1(71; • ‘ iiI, : I 1 - - \- 1 4 ' - r 7C , F 5 '. 1!*
1 11 * III , 1
e r .' i f .: F if ir . '7 , -;" 4„, ", i d " I ',•.;',' ;",, „e, : ‘, 1 ,,, dir I .
I , 1 :- 4* ft P t 02Lenti it il 4-
efir -t144-r" I 1 a 11-- • 3 1 it t - 7' ■ t 1
, .. 1 — a , .,:-,,-,.., - . - •, (, ....-
s tytiree* , 1 4 j• 8 < , t .1.
1 , , ir , ., 44te . 4 , , •4, -- f ,, ...pv 0 , • bo ) *:
ita . , /2 flt. sit" * • rto • , ___*°-r_ • 1
3
/ '':' ' i f s f,c, pi i x prie " 1 I 11
al 7 i Ex J-.. 4, , 4 - 4 • • tr la r kit
... ,
I ••• 51 ‘‘ 1 • 641;'19 9 .. i , "' • r * Mt k
: i ... , , , i , -.... 133 y t, , : ficag , r: , :-. • go 1 ° „„“t" ,,,,if 4 1 d i. • - .. , r , e
1
( I en° k' : 1 - er • , r , tr-t-c44 3* II • - ' J) i ' - t t , -'1/4 > < ..4, . ,
1 i ) 1.. • . - • • • 1 ' - 't t /ler f f t -' talIP 44 tor v j st
' r '''`. V: .iii r■ ', • it ' g % ti , i , • r $ s
FA
0 _PT '
— —
,•4 1 _ 3 8 ,1 (,)
t Sol 12 - 5a. von r Pr Cr.i. , 1 t 4 bl, 4 4 •Ai i 13/6,, i x., 1 •
I
E -- I . 70 , ,t-a- t '
co 0 4 3 a` s . '
I / Ts kJ - Cs r• ..."4,r ; i 4, , .
1 \ •
t..ri a Z IT 4-' il VI, t rlir ita t n •• .•
t -"" 4 .1
"'
iq
rm hi V
,. E. i .."- at \f if,h: * I I . L '• • ' •41) ,_,\ 192 — Ct.,
1 I tri I ..c -- „ • " .‘'..- ° A a ro % ** -, . ( 1 i - •17 bk ..9 1.,...tm .9
..-.`,.: 1 t" • 4 - : 7 ■ -s, - ...) ,• .0 iki r ts• 0 • *ta
t -I 't i :LA& ,, - •
IzI 1-1 ..0 - ir I \ 7 ‘ -- 1 Gs ' •;' ' -), is 1 % ,i. •• , 'Ile i f
1-4 N A , 4, 1 „ , , ...- . --- — --- ,...C. _. --■. VC\ -1, , • 11 , 'Iv ifr, I t, S " i /P
I :
f ' . -• \I 1 ,- 1
,....- t, I i : 11 _ t; i 1 i / l At j 1 , 4 . • ' b r . V^ 3.
Ill
"`” 222
I ` r r Ili: * it ,i r •.4. -,,-
e ‘ ; -.... vi \ZIN 4 tirt , 4.2 ---°4 t - E . 3 —
r ---,, i 'Ip, , ' ,.. • p . '' f , ..,4e/ •fr itt y k.' :
18..4 I - \ '*i-: : I - - t'pr'.:A: r h j 4 . • lc
1 -V,Fol:/grota i _._ .' 044. --;' " ' 4 i
_ .. .0 1 „se :::: • ' ' r z: t _ . k
4 :2 1 6 0 46 r ,
1 .."..., 'P i e - - -pi , i t ,, . •- i la I 11 I 1. 're ,O f l'fff a inks* 1
• 3 - ' --.6 . - 4" w - - .11 L : </--: a ' '" tic k - 0 - t, T.. ,0- 4 I.,-. ,
c ii'l r 44 l ';0•
7 ...-'- t- 1 z-. - 3 - IL - 1 -.•_:_
■‘ 7 . °'"',7 t --:-7 # . 1 I / t l, - -J\ q r - , !...s, . it 7 .° 7 .4 - , , i - .1 , 1 -,
i.. e•• 41, i ry , ° ani• ..., m LIS ,
• "' l_......:2- 11747- .. t 0 -- i C ,f;i- ..r 6b 9:: -2. 4:e. ''
j .. 7 -4. ; / : I , , . # ,4., " k r
-------," Ass ' w , ,:,.. s . -S 12 : 1 - Z
I i..... • .t.
',...., 1
' I --- I - I 47 II i -... a- I in; - I -e - 41 Lt er .7 " 1 --- 4 C - V■iiir r" , . - ' 22 J...
e P ril , . 1 II I Ste, .. . . g ,, '' sz, ..-4. ■ '411 ?I' 1 2 IC'
r 1'1/4 -'-- - .1‘> t • ii . .9 --- .7: — 1 — -77 --11
. ,
.... r : 24._ t •
/- 1 ',.\ "..- Cra• Prf ;
Cr :
I t11. th *k 4 rt rt..- e -7:: . " c - .. , a 1 i ot.:1( .44 sea=a4
. 3 ' A.. 1- ":•,11,,, k I 41 • :
4 • • • + r. 4 -4-- L-. t *
I go+ ."‘" 1.1 1 3. 1. Z'r r• *4. ,
1 ., 2 "V ■...m......111111•■ (- ,, ,,, e ,,,,, , „ A,,,,,
.2 r
• * .V. r S 'tit . .t ' - t 1 1 `
I q . 1. '711 .11 Tel..101 r L• ..•'; 11 - .. -1 ‘,■ 11 ; : ; . . 11 4 1• 17 , 74,g, • re
erew Ill / •II 2 AF ... Wei f i i "1. , 4 ',0;
n 1 •
I : 1 .' rVI \ , * = 14 :: * i IN 7 3fie • 1 ' i it I ) -ri . Its
' - ' ° s 'i '-- 3 1.* * 4 % 1 A4 ..,,.... 1 - • ..„,
r"
---+ -1- -: . . -+ -- "A ---- ° t°' 1 - "I- 1 ' IFS s, .
t .
A
"• i
• - - - 3„, a 1 ; 1 ' , c,- , ir,,,v,A z,„,„0,k-g. ', 4' S ' • 4 4., --tz.:,..-,,..i. - -,_ co
+— ' I I " IIp _ Cool r .... , Pal: ‘, 0 ......"*-
). • ,
•
• • r- 4 k .- 1/4
-" ,--",r5 -A_
,, 1 1
... \,.. t.. it8 ' • , 1..-t .- r ik -,
S
t 2 1 8 , T ") 1 • •1 _• - t2.1:Tzena , I i --ilk/ I 4d'as71••=2-1-t.d. — a
*A + — — , — --,+ 7 ,--- t° - g ` ---. r d
1 ...
- ___ . •
'— __ _ _ _ 4 . , , , _ T . -_-- o ds, 4 ___
, .4
; 'T t lv 5a 'RY., V��C !{ 3 � � - .4'.K.W,+ - T\ sd iw •3 .t.'6.vi 21. 1 ` ., 'S, ^E
Vivo; ♦ t •',- � } “11. y,.4 `Y' 4 c w ! 4t -4' ` -o K +.. 1711 .iki q t y \ `7 •�Y 4 -i t T
' Ii Yoe � - ` , �,,'" ,, C � ,}a, .� Ys!° ! `"�,i�,.�e'.h . t ' ?i,yr ;.
ryt iv } ' � # y y, � " t v b`N` 3.41 .}�^'q' •
� r % t1/ ' : . CI' . ,kpt „ v ,. -c,
i " 4,- �' 1 - iS4 }` t a iii - 41:4Mi r vi `ft .+ +a t � -'P y t
v v Y "S l
Y h x +� ' ` a * 1 . t fi + r i t i ' ' t w i', S. ! 7 S,` A l a; ) •
s ,'• °• . $ 'i'' �,: ' H i . • . • c i n -, � \ �' 'w:A 1 " ,- i. . +�. \ ps 'a g r ' :
� 'ML � � �. � .,.:be, + tiF. 1 �� . E! v 1 �''^r f r r � i' e' � +
s' 'i 3 ',. y +5 . ,',Y y . r v -• t 9 > -7 f 1
4 • •••i!: :M�• i @.� a t f� F e , +,. 4t; t ,iS N"sla,4 t ` x^1'4.. ' ri. J•..r .55f r - i ,y j . 9 Os �•} V l.
v i �, es Yd i l a ''- .+t ..+ s cr 4 +` an of ,r 1 4 i s v, • • i
•� ;CV., O tI ' a`. • A K t-1- ' r ' c`F . ri- 4` v< 't + { �. 4^ a F - - \ S
CC 3 y � x' 14 trt w i t , } . . � r V...�� a.-,.
, C r - -- - r- �Y.'t?'". -. \Y"'�G.�
+ 1- 1 F in V h . t '+ Y .ii '�� I 6"�.. . . .:
': {F'�+y- L s Y 'mss •_w,,.;� 3 �..� .+: -.
• . . :I; 1'+ r . .. .,'y t ,i¢ r ` �at�,
..( Y . i ' . , - Aia • .S a �1YF a A
SAI ?' p 5 ( _ 'o- z $ `�.
y +, .4d v ,, 1 _. h Z .] : e y t t
� ' Y `r t4 ' p �6, .,,, ti t ( . y . /{ 1 A r. e '�SCY� . . t r I t I
,.,� 4 .,a. : , y 11 cc '){.!W :,, ir�i, !.J= r+ ry 1., / ��... /
.
h " Sa * � i t t �-•. � , , � . �,
a J . � t + A ef ., - ;
era/ Goa /� -, e,.. l 9etc• : >, s / `
W
r� z Ji i /
' - J / _._ " '. . /
f cs
■
._
GTvpert t 4,17e c
..,....)
1 .-:,-..-_-.€ / /^y p ,:.4, J
St •,;c . 3';3; - - ..'i .r' &.sa 1 • � '.a'r r - . , 4 1 , ` .
r.. `� � , ��' 4 , Y 'j(.'iV'Sf R .e,K•��b� t •�y'vt� }sv •+ � . '. `
fl t� \ .,y z DAN ✓EY2' ,P /D GPA•v
.r
t - 'I•-• r i s"- •' t ' ' ' A s ` t` \ } *3 4 vL 9 - ; ' ' . . • a f r . c n f a r i k:- r. .t • %M. t( k , t ( '.. -- •
• vA /! 4.6,1 0
+� .'4• e `� �Y'S({x L. �" Cr "i• s . .# ..` ,, 3 1. �t ie: i` ♦ Y` Y
� x .---, . ' xr i t a " `i 1° : . . ¢, ' L l'• 494 r ' C. 4 r 5 n'2yy�-'1r�. 'K !
. ' a -. 'R ,„ ai - } - 4 x ~ .,(.t* - a 4 $ . ' W9 r t• "Cd 4-..: � "l 4-„k,,-..--:.„-,;,.4.., " y ' e R 1 ki fi
Y L it TC } '.(`170 (� �f, , 03 ,7 ..74" - V A T-•- t N' t . .yt- '
�t i ♦ ( l 0 4 1! xi f .t • t7r 4 4 �. : . ] D * ••D:, a 4 I ;. ✓fxft ' o...- t " .� d r J l t y :.
3 x a K • % �? ' } b * t Y . _ c / f , t ;:r �� . r ,,, �a 4 4 -4t4 , r i..h, � +$ f •ff 9 7.' . , ..' �. t �' j L 4 1. ii- i t • 3 ' r:a 4� .
(, I 11 y: . �y D - • 7 a I'• � 4 . b r } it S , ZI `. S -. 4 4 . =Y'
r'49..1-?, ' , L .nr t t . i I Jt, } . ,,, $ .< D p v , bi;L .. Y �� ��1.. -" jI .-M. "' > ;7 4. CC4� i l e., F.-rs' Y .)
'Y'•1 • a t.414 , ..-it: Y K t e y ` i & ? � ,� e . F L '* ` t p. 7}y i k . y T , 'e.Y t .� vo ri x"' .71 ,. L ,1. - i }.? y 3
Y k tt. r !"'^ '5 i 1*g S'n 7 �' l r N Jr (4g. a.,‘,::---re. ^c �JQ ^� Y ts`„
.Y. �: f r 4 2 "l r > �4. i- S r } 4. f tt x ,♦. . '. , i 1 ra 1.5 Mn
jlr - It Xr 0 }. :my n. .� } SB -7 .f. .�� 'L A t , • f ' �4 •t" ^T YY.d` .T" 4 { 't� i '-- „ . •
r-. . •x r „ d C ` l.> , k f . .1i 1 ; : 7 , Q L. J �. r G e ,;• { }, ,�H, :;
4 k , i '' ♦ ye' 1 y 11. . ct .C ,-, .t' .:,-t a p I .
s r " • ..,; —r.{ F' 4 'e ', 11 L p�.., t' ., i. ■
..,” 1`x • Y f, � ;4 s� Z .. '": � 4 .. + ..
[ . 1 e 6 {; ft la pa S .. g.' , ,• 7 11: - 5 [ et �V - e ,+..� ..y.' 0 : e-
71 ;" x —••� x a ..t Lh i _ saf / 1 ; h• i �F . f - ""f .. to =c , , 1 C 1 s S- ri * .
rt. '^$ ;. r x f§ i 3`ea �:" t -tiv' k 3tr ' - - t s ti• i
�'V '' F L r -� w �; aYU i .y is ; c k t . -a ,•;i'1•: , tr,4 1 : : .:; .r y 4.,• ' 4,';'±:„1,,„1:70:'3;';;;;:c - - {+ : 1l
i t„e;'� �M I . ay; i} ]t v % *�. ♦ ' / +. -; e ate, ?..'47,:s l :it 4, i'`.. K w 'f r1 t i .r.• •'kf - -y - `,'
_, ----..4;.,-: '--,-. t St <4 x 1^ (
&ii 1 r tNf . • S - a ♦re
• 4 f 7
•
a r .
''Y • F r • x
•
B4 L u�nbri 5ii�`
1 • SITE PLAN e
v
ai "l' 1 a r r t s 'H
'Y
.• ;`
41'11- / 059
(3)
''. 11. Outfa l l Location
For each outfall, list the latitude and longitude of its location to the
nearest 15 seconds and the name of the receiving water.
A. OUTFALL
NUMBER B. LATITUDE C. LONGITUDE D. RECEIVING WATER
(list) 1. DEG. 2. MIN 3. SEC. 1 DEG. 2. MIN. 3. SEC. (name)
I 9 33 3o /o7 2a 2& cR °�
12. Flows, Sources of Pollution, and Treatment Technologies
Set Sae, A-re-- S4{-EI -T
A. Attach a line drawing showing tfe water flow through the facility.
Indicate sources of intake water, operations contributing waste-
water to the effluent, and treatment units labeled to correspond
to the more detailed descriptions in Item B. Construct a water
balance on the line drawing by showing average flows between
intakes, operations, treatment units, and outfalls. If a water
balance cannot be determined (e.g. for certain mining activities),
provide a pictorial description of the nature and amount of any
sources of water and any collection or treatment measures.
B. For each outfall, provide a description of: (1) All operations
contributing wastewater to the effluent, including process waste-
water, sanitary wastewater, cooling water, and stormwater runoff;
(2) The average flow contributed by each operation; and (3) The
treatment received by the wastewater plus an identification of
chemical additives. Continue on additional sheets if necessary.
1. OUTFALL 2. OPERATION(S) CONTRIBUTING FLOW 3. TREATMENT -
NUMBER a. OPERATION .b:fAVERAGE .FLOW.. ' sa 4 DESCRlPT1 Design. Max.. Flow•
(list) (list) (list)
Flow (actual')
RINsliVe - 7400 9L /DA) n ue
Information for item no. 12:
Effluent proposed to be discharged directly to the Colorado River
is derived solely from the rinsing of soft drink syrup containers
and bottled water containers,after the containers have been
cleaned using Relion Alkaline Cleaner manufactured by Diversey-
Wyandotie (their phone number is 313 - 281 - 0930). An analysis by
the Glenwood Springs Water and Wastewater Facility Laboratory is
enclosed which shows results of tests requested by John Kubik of
the State Health Department.
(Other wastewater flows will be disposed of separately. Floor
drains will go into a drywell system, restrooms will go into a
leach field, and process wastes will go into a holding tank to
be trucked later to a separate disposal facility.)
•
GLENWOOD SPRINGS
' WATER & WASTEWATER FACILITY LABORATORY
401 W. 7th
Glenwood Springs, Colorado 81601
Phone 946 -2268
ANALYTICAL REPORT! 172
RECEIVED FROM: Coca Cola Bottling Ga:nany
Customer No. Sample 19Rtf't/sou—c.1inity—
Date Received August 24, 1984 Date Reportep t 29, 1984
GODS (August 24, 1984) Unk % 16.8 MG/L Salinity (August 24, 1984)
2% 10.5 MG/L Unk % 562 PPM
Alkalinity (August 24, 1984) Lkik t 239.4 MG/L 2 £ 364 PTnt
2 % 188.1 NO/
P1i (August 24, 1984) Unk % 10.8 • r
2 € 10.0
Suspended Solids (August 24, 198.4) Unk % 6 MG/L ,,., ,
2 $ 6 BY ,lsa(f G./ ` �•ci ^''��
•
Glenwood Springs
Wastewater Facility Laboratory
401 W. 7th
Glenwood Springs, CO 81601
•
Phone 946.2266
STATEMENT
DATE August229 19 8a
(Inca OD) pnt+1 ? ,la fhmnnnv
F'r•TN! rgnnrrm rpl riot-
pen. inv )4i
(�1 prn•r y9 .^.n'i (Yl R1�'i9
PODS 2 2 $ 8.00 FACE = $16.00 •
Alkalinity 2 (i $ 3.00 = $ 6.00
P11 2@ $ 1.50EACF =$ 3.00
Suspended
Solids 2 Q $ 3.00 SFt(}I = $ 6.01
Salinity 2 @ $ 3.00 EACH = $ 6.00 •
TOTAL VS .00
1. (Continued) (4)
. OUTFALL 2. OPERATFON(S) CONTRIBUTING FLOW 3. TREATMENT
NUMBER a. OPERATION b. AVERAGE FLOW a. DESCRIPTION Design Max Flow
(list) (list) (list) Flow (actual)
C. Except for storm runoff, leaks, or spills, are any of the discharges
described in Items 12A or B intermittent or seasonal?
X YES (complete the following table) NO (Go to Item 13) - -
3. FREQUENCY 4. FLOW
a.FLOW RATE b.TOTAL VOLUME c.DUR-
1. OUTFALL 2.OPERATION(S) a.DAYS b.MONTHS (specify w /units) ATION
NUMBER CONTRIBUTING PER WEEK PER YEAR 1.LON 2.MAX. 1.LONG 2.MAX (ir. days)
(list) FLOW (specify (specify TERM DAILY TERM DAILY
(list) average) average) AVG. AVG.
I C0N721/NE2 - s / g S CV/ y
21/1/5//k14 /Z 0.on7? 0 301 p 1K.
13. Improvements
A. Are you now required by any Federal, State or local authority to meet
any implementation schedule for the construction, upgrading or opera-
tion of wastewater treatment equipment or practices or any other envi-
ronmental programs which may affect the discharges described in this
application? This includes, but is not limited to, permit conditions,
administrative or enforcement orders, enforcement compliance schedule
letters, stipulations, court orders, and grant or loan conditions.
YES (complete the following table) y/ (go to Item 13,6)
(
''l. IDENTIFICATION OF 2. AFFECTED OUTFALLS . BRIEF DESCRIPTION 4. Figgie-COMPLIANCE
CONDITION, AGREE - / pc NO. b. Source of OF PROJECT .DATE
MENT, ETC. Discharge � S.Required b.Pro ectec
///,,/// /
7
B. OPTIONAL: Yo y attach addl onal sheets describing y additional w t er a
pollution c trot programs ( other environmental pr sects which ma / ffect
your disc rges) Indicat w ether
each program is now unde ay or planned, and in cate your actual or planned
schedules for construe on. MARK "X" DESCRIPTION OF A ITIONAL
CONTROL PROGRAMS IS FTACHED.
14. For processes identified to Item 12B provide an operations plan detailing
process monitoring and control procedures as it affects the wastewater
discharge(s). Provide on separate sheet. KlO Ne-
15. Provide an analysis of protected water quality impact by the proposed
discharge(s). Provide on separate sheet.
Imekc,T s•Fo+tiw 3e, 1J ,u4 -
(6)
'• i6. Analytical data for the following parameters unless exempted shall be submitted
from at least one composite sampling of each discharge point plus state waters
upstream of each discharge. See instructions.
Temperature, °.0 Copper, Total (mg /1)
Dissolved Oxygen (mg /1) Cyanide, Free (mg /1)
Alkanlinity (mg /1) Cyanide, Total (mg /1)
80D Iron, Dissolved (mg /1)
pH (s.u.) Iron, Total (mg /1)
Total Suspended Solids (mg /1) Lead, Total (mg /1)
Fecal Coliform (# /100 ml) Manganese, Dissolved (mg /1) •
Ammonia (mg /1)- Manganese, Total (mg /1)
Fluoride (mg /1) Mercury, Total (mg /1)
Nitrate (mg /1) Nickel, Total (mg /1)
Nitrite (mg /1) Phenols, Total (mg /1)
Sulfide as H (mg /1) Molybdenum, Total (mg /1)
Boron (mg /1) Selenium, Total (mg /1)
Chloride (mg /1) Silver, Total (mg /1)
Sulfate (mg /1) Thallium, Total (mg /1)
Aluminum, Dissolved (mg /1) Uranium, Total (mg /1)
Antimony, Total (mg /1) 011 and Grease
Arsenic, Total (mg /1) Zinc, Total (mg /1)
Barium, Total (mg /1) Total Dissolved Solids
Beryllium, Total (mg /1) Gross Alpha pCi /1
Cadmium, Total (mg /1) Gross Beta pCi /I
Chromium, Hexavalent (mg /1) Radium 226 8 228 pCi /1
•
Chromium, Trivalent (mg /1) Other
Total Residual Chlorine (mg /1)
The analytical method selected for a parameter should be the one that can
measure the lowest detection limit for that parameter, unless the State
Guideline (see appendix C) is within the testing range of another approved
method.
, . (7)
•
.., '1 1, Intake and Effluent Characteristics
•✓
A. Use the space below to list any of the pollutants listed in
Appendix A and B which you know or have reason to believe are
discharged or may be discharged from any outfall. For every
pollutant you list, briefly describe the reasons you believe
it to be present and report any analytical data to your posses-
sion.
1. ,,//
P OLLUTANT 2. SOURCE 1. POLLUTANT 2. SOURCE
/YDNd.. kit/ 0 L✓,
•
e ' • Fs or witl <iaud.a`ppltcaCFon of any wastewater fie practiced? YES NO
If YES, identify disposal area, crop, specify acreage, quality and quantity
of wastewater, method of application, seasonal operation, pretreatment and
groundwater monitoring program.
•
Z
19. Estimated life of the activity from which the dtscherge(syldentift.ed in item
12 &originate.• _: 60 Years. oft NNTII. CiTy CoLLELT10a% 5)/57e.Aw EXTENDco
flub` `S C.MJ i4C %fl Dlsed ,! -
k720. Projected treatment costs, life•cycle,'Incfuding.caplta.l and -0: & M expenses
for period of permit requested. Attach separate sheet. 4
•
21. 1 certify under penalty of law that 1 have personally examined and am familiar
with the information submitted in this application and all attachments and that,
based on my inquiry of those individuals immediately responsible for obtaining
the information, I believe that the information is true, accurate and complete.
1 am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment.
A. SIGNATURE B. DATE SIGNED
S. Cameron Calder General Manager
C. NAME (PRINTED) D. TITLE
f ,
-r'
y-
TO Garfield County DATE March 18, 1985
• SUBJECT CQ?�
,I P1an(IDS
„
ATTN Bill Thompson r JOB N0. 1785.128
We are sending the following: tjcHerewith to Ondet'separate cover
ixPrints D Tracings ❑ Documents o lop Drawings
IHD
' NO. OF f , LATEST ITEM
GOPIES ITEM OA T,EO REMARKS
1 I Dry Well Design ,,3/11/85 For your review
i
1 Leach Field Design 1 3/18/85
_,_
If material received is not listed above, kindly notify us at once.
Transmitted by:
❑ First class mail
❑ Registered moil
❑ Air express
❑ Air moil By: __ITV Y 'VIJVII-----'
❑ Roilwoy express
O Motor transport Timothy P. Beck, P.E.
Messenger
❑ Parcel post
❑ Pickup
cc: Cameron Calder
Suite 208, Village Plaza s, Glenwood Springs, CO 81601
Telephone 303.948.8676
/yR5. / 28 I I /la /B /B5 14-
0
Coke. A 4NT ro
I. O FF1 oa. 6P A ca /5 // pc , a —
Cat 07) SAy6 toa �t2 /p- e ao 1/ PEoPLc._.
(.4 .) 6199 s /0) 5 s Earpcoyaes
Pc &i5 07A/E&s Abc. Sfriel T 77449_s ,SE/ e2E Sa
AfTE Cp m
SR) &Ct� 1/ P zcous t=oe— 2 s4 .v .
STATE.— caIDaL kJ as Soy /sya /Atirs,+'t /OGay
fe. DA's o &PLCF Jentke4zs
oal II eX. _ /d5 dal /�ay
Is }� .'
/1iAX- _/ 546):-. 250 sal* -
4 Use s!aC
Z5 D 444LoA1 /NS%AGLED.
10 Q7
o seg.
pslau P2 7 kV
-I cresT # / S/A9W/N4
o -
�Teo FlaE. /e57 ML E
• v
x
i4o Le
o'' nog ,3
of /GE /late s, sr9Nny sa /G
Ma rff 4 , EW 24€46. sToA/E'5 (P4) /'6 4w7:
Tea. TEST # / MAX• RATE (ea'ssT) ;ye . /74 -wA'.
"Pen_ 7e7 #& " /4504/14!
7 7 * 5 R „ q 45 M,N. /a/.
T DRS A1oVa Gar4G»,c /LLD 45 MR. A-s
Pugs U3lC =7 PV F7 D USE 60 *V/ /.
45 •gg«,/u T K .
TH- r3 A = 4 ✓t = 25d Iva - 387 L
5 5
ULSE A 400?-
C&L! D /2' X 510'
- - - - - - - - ; 1 7 OLcTL1NE of 4RN/EL_
� `� - 4 7ERF PYC. PIPE
C TeX. F/eto o/V hts5 7 - Fay PERK 14-oz-as
snare To .24. /N z?
/VOW earn-Tat) f/w
MIFY OE s 9W
,; J I,; h1 i l l I j,; a2 P,etFge,48LY
'1ay v ", c O a _2' 4.eo4v L f= /GTE�e FABRIC-
FP '1 zR1� a 9 00 -b. , n v .v fl
U N SIDES b n D4 .b'4gotL
� c 7 • D
\\\V A 111
Czoss sgeT/o"
509 -g1Fy �R/P oe PLoI,
Sub E. To .4 P
ot' u 2" 3EFo4E
72TS 42ES /4'/ sy: Po k'v4 4,eve e
CA-e_eput_iyor To
17 1 4 eocovjey £'4ir✓EER /N6 'ea 5u6c e4OE .
linCaer- .. ) 1'. E. ` 3D
•
# /7/951 /2,3
, /4 // /985
co/ 2c,� 04 - zio
s 1 Fo rt t y wau_. - To sEaR.VE
oe-0-\94 /N5 ditty =
x.17 E.01/9032; o I Counn l2oAt )4 9 a )
c i c.ENW> D sp+t,N4s, co &! /a of
4 �ae.EatMeo - Au.ci 15 I9
(),5e. ZD MINUTES "fc.r_. )fJC+ ed.z. DeslyA(
Tfjuttel> /NO OW,JE12- Std °f S Lo 6 W /LL C.o/J5157 )
T y
pict, 9 ,=
(r Al )M 7E5 , /
l f } 5 }4-1 t1 e , � P -.tt r AY ( /5 F A D flit , # l i t . q .lo sin.
[ASA y 1 -FL -8 W 5 A-80 (4T S ,ALL-ins/ rot/ • ,
7`5 g l s 45 t4 fl c_ FG o Gc)
1 5 0 X eic 75 ri 7 : //2 , b ' /D7
(Am_ 1 4 ? I) - DEs1
TW o 3 /7 PE.rLcp 7sD , /4 547/4 N 5
15ELS) in s DE---'T
A_ nr= 50 - /3 le a
5
/I'l CA) . r ) M 7t1a = /3 4 22 /z
,ictivt of ceftVEL_ PALcc_ 22%z _ 7Z0
/ /A) A P 6 1 ( / F S4U� : z z Z= e
6ta - 4>, RAMS NUT
foie R rMw,pgD C/47 4/5/44/5
1 1 %
• J. TOP
I 0 0 0 -e *0 010 • Gravel
S O 0 a o o:at%0 0 0 0 p• •
PcC $ 000a °0 o0 oo p
/ o 0 0 e0° °O o 0 4 solid pipe ex-
�� Go 0o0 •-------- tending into
oo . drywell 1'
MIN. B° c vb '. :
j o ° O a o ° p , •..4•• • •••.:' 4" hay or o
e e pOo pab:• . ; :;. •.•� e t44 straw over rock "'�'
0 0 , . , . , .. S n �
4
Vi
- i
e O o o o ..- o • •:.
i i *Size determjrle from perc test results
SIDE EW r!o�
c 0 Backfill
Z 4" solid pipe to tar I I
I Cone 4" hay or straw
'' • • • • 04,M Gravel • .
_-,— *. . Concrete rings or
j/, , 0 „
t 1 3 r yy+ bottom
e5/9/ �_Ep,4 tv 0.Y :
,
0/:: . 0 I TELEPHONE
303-945 -8878
r;
TIM BECK, P.E.
� �� (' ! PROJECT MANAGER
0
/�� + SUITE 205 VILLAGE PLAZA
GLENWOOD SPRINGS, COLORADO 81601
��a�ml
Ski
a S Ca ii
2063,
NNllllllllllluu. _
a ` i '
of . co< 111 i tG
•
f y Y c) �/Cl1 t / �' , � • COLORADO DEPARTMENT OP
Richard D. Lamm " ''tee Nu * ' I of 4411 / /'
Governor * * f' f T ara II _ e / /
March 26, 1985 �� „ � 1 / D�/�
i M qR 9
f APR �8lggs
Mr. Cameron Calder 2110o0. 3 1 ;�� T `rc • //
Coca2Cola Bottling Company 4 G RANp� fNG SFC7 f tS ,ONf t
U NCTION ON
Glenwood Springs, Colorado 81602
Dear Mr. Calder:
The Water Quality Control Division has received the permit application for the
Coca Cola Bottling Company (which has been assigned the permit number
C0- 0041076) and we have reviewed this application for completeness. Before a
decision can be made about this permit, the following items will need to be
addressed.
1. In the water quality testing results submitted, the pH ranged from 10.0 to
10.8 s.u. This high pH level is not allowable, since effluent pH levels
must be within the pH limitation range of 6.5 to 9.0. Thus, your company
will need to propose some method(s) to deal with attaining immediate
compliance of pH limits before the discharge would occur. This might be
done by pH adjustment 'treatment or another means. You might also want to
consider if any other clean water sources could be contributed with the
container rinse waters, and what effect the combination would produce to
attain pH limitations. If any other water sources are contributed, then a
water quality analysis for pH, BOD, TSS, alkalinity, salinity and oil and
grease will need to be submitted. You also should consider any other
alternatives to the discharge.
2. For Item 5 of the application (Page 2), please describe in more detail the
type of facility and the industrial processes. For example, does the
plant have processing for glass bottles, metal, cans and plastic bottles?
What type(s) of syrup is produced? Describe all the industrial and any
other water sources which contribute to the water which will be eventually
discharged. Are there any wastewater unit treatment processes which are
utilized or which might be proposed?
3. For Item 12, please describe more details regarding the holding tank and
final disposal for the process wastes. This should include:
The volume, capacity and storage detention time of the holding tank;
If there is any potential for spills from the holding tank and if
such a spill could enter into the sources' which are proposed for
discharge;
What planning and procedures are utilized to prevent any spills from
the tank;
A brief description of the process wastes;
More details regarding the separate disposal facility.
4210 EAST 11TH AVENUE DENVER,COLORADO 80220 PHONE (303) 320 -8333
March 28, 1985
Page 2
If you have any questions or comments, please contact me at 320 -8333, ext.
3740.
Sincerely,
Agon Nsene4
Don Holmer
Public Health Engineer
Permits and Enforcement Section
WATER QUALITY CONTROL DIVISION
DH /lc
xc: Tim Beck, Consulting Engineer
Jerry Biberstine, D.E., Field Services and Monitoring Section, WQCD