EGH~t1t~~{, SNAE1~i~ & 8At~1(J~fiPC} SOX 402

KRE€v~iv3L~v, CE3 8t34~9LD? ax n~v CP TLFFIP\~rcrrtn.

PEI:~~hIT~ ~ l>9 - ~Or~z/

DATE ~ -,~~ - ~

C C3 ~

FORr_vsrE~TIONS CALL ,~3-~3~~AGREEhiEi~TT:

In consideratian of the issuance of this permit the undersigned hereby agrees to comply with all suds lass's and regulations eaa tlaelocation and construction of the proposed system for which dais pelmet is granted, and further agrees that if the above saidorduaances are not full} complied with in the Iacation and construs[ion of the described system the permit may then be recolzed

Fly notice from the Grand CountyI?epartment of Building and 8anetateon and THEN AI~'~ THERE IT SHALL BECORhEPvLTI.LAND VOID.

I~TOTE: I--°ard copy of permit anust he pelted at site or ST(?P €€ CORK C3RI3ER cs il? be issued

THIS PEIL€€IITT IS NOT TRANSFE LE

Date ° T ° ~ ~, ~}

Pecsa~itishael~ydiDa~, Ht)~r1E WASTE WATER DiSFOSAL SYSTEEls F(?R A 4 BECSROOIN STRUt=TUREOwner ~ ECHMAN, SHAWN AND SAMlJEAN Address PO BOX 402, KREMMLING, CO 80459

tnstalter OWNER Address 724-Q639Address of proposed system (legal descrption}: 523, T2N, R81W

1588I HWY I34

Distance of treatment tatck from well jQ' M[N6MU~~ From property line: l (}' INIt~tkUtViDistance of absorption system from well l ~Q' MINlMFl4t From properttr tine 1 ~;' M[NElvIUhdE

Ap~ROVE~ ~~' :~ ~. C~°~1,~~GRAN COUNTY DEPARTMENT OE Bl7CL tNf, AND SANETATiORt is

2"his ixtait scrlllie srgzaesiF rffiztal rtaspertion is aPPrns~ed.3 ~ TAT' R $ ~;

Si~ofeBle~~tPipe:Size of rank(ta~a t):2 50 Cs

Si~~gt«f k NSASi~ofe$Ic~nt ' arm: 795 SF

Pen riotara~ 1 8 tl~Itt~fr T

Lcj~uaVt 6ld~~An tUSCp1YfA

Typeofsub;~zaL- LdAM

W' at~'fdl~leclep(lt:

Texwr~{a~Rxxcx~ STADARC) SOiL ABSORPTION SYSTEM W1TN

Prt~t ~t~rm

PALtCAFfC3Cd FadI~t{fIDtJAL 5E1h1~4G~ ~dS.~C?SAL SYST~tUT F~EF28E9IT

Name of O~•ner: .-~~ ~ - r ~"'"~""' -

Telephone Number

Address of C}~aner (Mailing

Legal Description of Proposed Sitef'r~ fes~z%~'! ?~` S .= ~ ~ ~.` . lam'

Sewage System Installer's1_lTame

Teiegi?one Number ~

Installer Address

Zonin s'Y=~=- ; t

Y

type of Construction Size of Lot

Type of Water Supply: Municipal ~ Weil ® Depth of Weil

By County Amendment, lofts are considered bedrooms whether there is a doset or not. Other roo?rs

designated as "dens", ete. will be considered bedrooms if there is a closet in them. Septie systems are

sued bad the numbero,;`'Zredraoms, not bathrooms.

Number of Bedrooms ~

Number of Lofts

Number of Dens, Studies, Offices with Closets

i 7'(3T

I?® Y€)~7I~~VE? YES ~ NO ''

Automatic Clothes Washer

Garlsa e D15 alai

Basement Plumbin

Application for an indic~idnal sewage disposal system permit is hereby submitted together xa~ith all

required plans, specifications, test results, supplementary information and groeessing fee of Sx ~o.oo. The

individual sewage system F~~ili be constructed and installed in accordance cr~ith regulations pertaining to

individual sewage disposal systems xro~ithin Grand County. (Grand County Board of Health KesolutionNumber xg~8-6-x or the mast recent amend version.}

I (G$e owner; certi,~ tt'eat the information contained in this application form is true to the best ofmy knowledge. I acknowledgereceipt of ¢n infarm¢tion sheet and edditianat supplementary materials with this eppitcaticn form and certify that I have readand understand alt information contained within. such materials. I do hereby agree to comply with alt regulations pertainingto tndiuiduat sewage dtsposat systems as setforth itt Grand County Board ofHea?th resat'uiicn :'vumber i9?8-6-i or the most

recent amended version and alt Colorado Laws pert¢ining to sewage treahrent andior disposal.

lJ~~er .~YI~Y2at31d'L ;•~. '; -/°Pv-

E

Approved By ~.GranoCot:nh-AuildinDent

Date t-i' - t 3 ' "V' `~

PREP3~'gRENT .._._.__.__

aavte ~e~€~~ t ~

IBC T = 1 ~

I}t~~3 = 4

TA: SIDE = I25ti gallons

S(3 TI€31~I ~$ =795 scl with 88 gniek 4 chambers in a heel arracageent

5t3IL, ~' = Loam

S~'SR~'FYF~ =Standard soil absorption system

GT~€?I3N3~ ~VA°~"It €~3t BI9€~GI~ NC~'~T = None

S~I~ f3 lY'I`Sr~#'13 l'EGf?1

I . Iia-Tank Effluent Filter Regzaired.

Sewage Ft~w Gatc~sta#tor€

QS= 8 Q8= of Bedraams X 2

GPI= 75 GPC3=Gabon`s per day15t1°fa A,iF= max ~oia

Q= ~3t3.Qt7 Ga}'s f~= ~ X GPL7 X QB

7'enie~gTS= 1'f2a.®#t Ga#'s TS=Q'C3~f24}

ir~tsurrs Tac€& \t~te~€~se 125ti Lsatttsns

Absorption Area 121 ~.tdT Sf. _ ~ _ ~ n 9 , ~ 4 - 4 , z e = F s

l~°I° il` '~` ~'`I' BSI ~~

i±€~

1~~r. Kelly ~arreii

s~ ~ ~°;

i=ar~ia~it, c~ $~s~

isar l.at #3 °srr tF€e ~Yiil Iwarreiii'rca~eet

BI-..sc~lpTlON Or Loz'

I'Ise property consists of a Lot #4 which is a parcel, approximately 3$ acres ur size,

located south ol'Colorado Highway 134 approximately ;'z mile west ofC1.S. 1ligltway 40

GENERAL SITE DESCRIPTION

There is I S°% slope to the southeast in the vicinity of the proposed absorption field.

At the tae of that slope lies a flatter area that gradually descends into a small creek. ibis

flatter area should be avoided as a site for the ansite wastewater systeFn due to the

likelihood of seasonally high groundwater. The groundcover on the slope is primarilysagebrush, :orbs, and grass.

Elie USBA Soil Conservation Service Soi( S, urvev of Grand County Area, I485,indicates that the soil in this area is likely to be Harsha Loam.

INTENTION OP TI IE OG~'NER

I'he owner requests that the onsite wastewater system (OWS) design be for a

eesidence with four sleeping rooms. Information is presented here for either an OV~S with

or without a garbage disposal in the house.

PERCOLATIOIe' "I ES"I' COMMENTS

T'here were three test holes checked on Il23103. These holes were between 3'-4"

and 3'-I I" deep. Refer to the attached "I?rawing ~~'I, SystePn Schematic." These holes

exhibited percolation. rates from t2.I to 25.4 minJin. Refer to the attached "Percolation

Test Bata." The absorption field is sized based upon the average of the percolation rates

from these hotel at l7.$ min.iin.

Page 13t3t£'2603

Shaman Engineering Fnc.

P.O. Box ISS,GaEcsburg Pdi 44653-OF56 Pfione:(676}b65-7540 Fax. (6k6}fi65-'44ter P.Q. Box 453, Kreavnti~eg CCI SQ4S4 P4iina & Fax: CO'i0} 724-0247

SC31LS TEST FIT

The sail test pit inspected on If23;03 was located at "F4" on "Drawing #I, System

Schematic," showed 7 feet of grayish brawn loath with some angular reeks to Z" diameter.

From there down to $'-0" the soil was gray clay loam with streaks of wl-~ite clay. No

bedrock ar ground Fvater w as eatcountered. Refer to the attached "Soils Profile

Information."

C)NSITI WASTEWr'~TESt SYSTEIv1

Location:

It was determined that the absorption field would best he located in the area where

he test holes were located to the south of the house site. There is fro problem meeting the

required minimum clearamees mandating that the absorption field must be at least 10 ft.

from the property boundary lines, 20 ft. from the house, 25 ft. from the water lines, 5(} ft.

from irrigation ditches ar creeks, and 1 QO ft. from the well. There was no ~m.ell on site at the

time of our investigatioru. Refer to attached "thawing #], System Schematic."

System Type:titre recomumend that five ar six nareow and short beds be etmploc=ed to distribute the

ellluent over the area to create a soil absorption ~yastewater dispersal system for this site

incorpasatusg thi owner's prefrenee for the use of Infiltrator gravel-less chambers. A

1~Sa gallait coneret septic tank i, to he installed below the house.

The absorptiom field will consist ofat least 45 Standard Snfdtrator chambers in the

no disposal configuration and 51 chambers ii there is a garbage disposal in the house. The

absorption field area calculation is based upon the county requirements that Itrtiltrator`s

Standard Chambers employed in a bed have an effective absorption area of 25.5 sq. ft. each

with a 35°lo reduction in size for gravel-less chambers. See the attached "Standard Onsite

Wastewater Calculation -Flow and Size." For the OWS without the disposal we

recommend the z pods of 2 beds consisting of 2 roFUS of 6 chambers each for a fatal of 48

chambers. Far the t)WS with the disposal we recommend the 2 pods of 3 beds, 2 having 2

rows of 5 chambers each and an additional bed of 2 rows of 4 chambers for a total of 56

chambers.

In order to achieve even distributiom throughout the field witlsaut resartimg to

dosing, a Zabel Flow tJivider will ~ used to split the effluent flaw between the two pods.The elevation difference between the beds within each pad will allow for serial distribution

from the upper bids to the lower in those pads.

Page 2a;trza~s

Shaz~nua Engineerarg, Ertc.

P.fI. BoY fS&, Csa;esb~ MI 490_3-Qf56 Phcrem: €bS5}b65-7440 Fos: (6f5}655-?44For PO. Bux 98'3, Kremniling, CO 613459 acne & Fax: (470} 72247

m

l lte system is designed far the absorption field to be placed approximately 2.5 to 3.5

ft. deep in the vicinity of the test holes. The ixtttams of the rows of chambers must be level.

The bed should follow the contours and be oriented in a manner that facilitates installation

and minimizes excavation.

Follow the manufacturer's instructions for installation of infiltrator units Even alter

baekfillu~g, heavy equipment or vehicles ittoving aver the infiltrator units is likely to damage

the units.

Sewer Lines:

The sewer lines aye to be 4" PVC, either Sch. d© or SI>R 35 may be used, unless

otherwise spc,ci6ed. Franc the building to the septic Eank the line should set at a i°!o Co 2°l0

grade and be run straight, without any elbows ar forty-five degree fittings. Piping from the

septic tank to the field should be set at a grade of at least 29'0. Bends in the effiuent line

from the septic tatak to the absorption Held should be mutimized. Forty-flue degree bends

are preferable to ninety-degree bends. Clean-outs must be provided an ail bends exceeding

45° and at least every 1 d0 ft. in a pipe run. Four-ine'st diameter east iron pipe is to be used

withu€ 5 feet of the pau3t of penetration of the buildings or septic tanks. Schedule 4p P~'C

ar ABS pipe may be used ut these partscular locations if it is bedded in accordance with

AS'Fiti D232 P-89. A watertight seal must be prodded on all,jaints and where the lines

enter and exit the septic tank and dosing chamber. All pipes must be properly bedded, and

cat-e should be taken during backfill to prevent breakage of the piping.

Septic Tank:

Septic: tanks must meet the Caunty° and State Regulations, and should be concrete,

two compartment t~~itlx 20-inch access openings to each compartment. Manholes should be

provided at grautsd level or buried na more than 3 inches below ground and €narked for

fittxtre reference. Qutlet from septic tank should be 3 inches below inlet. The septic tank

must be at least 5 ft. from the house and Sff H. from the well.

Fhe tank should be pEunped according to lire schedule recommended in the enclosed

pamphlet "Tire care and feeding of your septic tank system."

Solids that may carry over from the seatic tank into the field will significantly reduce

the life of the absorption field by clogging the soils. The FT6~4-3t Clreneo Systems Bio-

Filter or its equivalent will be installed on the outlet compartment of the septic tank where it

drains into the losing chamber. A handle extension. may be necessary depending upon the

projected depth of the tank.

1'a be effective this filter should be Ilea€red every tune the tank is servsced anti

pumped ant. It may be easily removed and hosed down into the septic tank. Fumes

generated in the tank do not provide sutlscient oxygen to breathe and are thus deadly.

Page 33;st.+2ao-s

Shannon Engineering, €rc.

p (}. pout 56 , Gatesb~: e,

Rot §4653-0€ 56 P!xi€u;; (6I6} 655-7446 Pax: (b16) bb5-i4~`. I

or Pa. &ox 983, ~rem?iiing, CO 8(1459 Phone & Fax: (416} 7243' 247

Canset~uentty, great care should be taken when working around the manholes. Never get

dawn in the ananhole wdthaut proper breathing apparatus.

Exeavatian and Sackfill:

Use care flaring excavation nut to cunsoiidate or compaci soil on the bottoms or the

sidewalis. In soils haying a high clay content care mast he Taken to avoid working ~=hen the

soil is wet in order to prevent "smearing', which may tend to seal [Ira surface and

significantly reduce the absorption properfies of the sail. The battams and sidetivails of the

trenches are to be raked prior to installing the chambers. Soli should be used to provideiraekfiil to a depth ofat least I 2" above the tops of the Infiltrator chambers. According the

manufacturer's specifrcatians, the fill imrtiediately above the chambers should be free of any

stones exceeding 2 inches in diameter. The fli over the entire field will be graded to

provide good drainage away from the field and prevent ponding an top of the geld. Pipingfrom the house to flee field should have a minimum of I ft. of saver. The excavator must

field verify the relatiae elevations at the actual house site and the absotption:eldta providefor proper pipe slope and top cover.

SI'STEM Cf)t~IYONENTS AND INSTALLATION:

Ali system coanponents and the ntain~er in winch they are instated must meet the

applicable regulations of Grand County and the State of Colorado.

Prepared by : Ap~ ved by:r ,.,` ''

if . i''r ~ ~

Ranch[ I~. George David I t. Shannon, P. E.Shannon Engirieeriiig, trc:

Colorado Registration Number 3~1$~

Attadutterits: Pe€eolation Test Data, System Schematic Drawing, Plow & Size Calcuiatiores, Soil

nfonnaEion Data; Sys€ern Component Surnrvtaries, Vicinity Map, Serial Distribution Schematic, Zabel Flaw

Divider Spec. Sheet.

Page 43th1:2663

Shanao3 £uginecang Snc_

P.O. Box € Sb, Fiaiesburg, MI 49USS-6 (Sfi Pfrone: fb € b) 6b5-7446 Fax: tblblbtxiX44:

o€ P.Q. Bus 583, Keemmtireg CO Sf3459 Phor~a ~. Fax: (976} 324-Q247

Pere Data

a9e ~3f34l20Q3

R

r•

Cr

tC

Lc1~

N

a~«k

sir

l

i~i~ '~

I 1

al's ~~

Co i~a rF/c.. ~fr~.rr,-sat~.~i"'p rt/~'~~ ~iS~e^cf?[

a~.~'~ r~`avs,: pr/~r>~.r~' F"c,.c.. f:Fr'.F,'.Yu. ~t_ L?s °T.~: sa%:~P'iv'

C%GcJ 5 f-"r ~" ~ x5r". F~ !.^F /lid. ~.. s~tn.,.znF",r~~.^k'.,.~.e. G.. jn~i €~r..7-

a.lam

m0

0

LmE

l

f-'low & Size

gESIf.,N FLOW (Q}

PERCt)LATiC1N TEST AVERAGE RATE (tP

AE3~CARPTIptd FIELLI CALCULATED AREA

AOSQRPTICAM F9ELD INCREASES

TOTAL GPD S00 gpd.

150% OP TOTAL DAILY FLOW = 400 gpd.

17.8 min.lie,

L2~~ T48 ft'

GARBAGE DISPOSAL 0 % 0 ft~

WASHER 40 °/ 304 R~

OTHER % 0 R~

TOTAL ADDITIONS 40 % 304 ft~

TOTAL CALCULATED+ADDITIONS 9463 ft''

REQUIF2ED U~~R CAF Eta-3fr CHAMBERS 29:&6 Ft EACH IN TRENCHES. 36 Intilfratars

REQUIRED tdUMBER C9F .~T6#NDARD IN~tLTRATC112S 15.6 ft EACH WITH 35"/0 12EDUCTICtN Ltd FCELD tE. G5 Infiltpatars

SI~iANNON ENGINEERING, INC. Page 1 3/31/2003

GHEGtf FGR REASQNA~L~NES& QF FIELQ 5121NCx

Flow & Size

FIELD SIZE:

EXPECTED ACTUAL FLOW RATE AT 55 GPD/PERSQN:

FLAW RATE WITH SAFETY FACTpR QF 1.5:

OBSERVED PERC. RATE:

CALCULATEC7 ACGEPYANCE RATE:

1063 ft~

440 gpd660 gpd

18 min./in.

0.&2 gpolflz

Loading Rafes Pee EPA

Perc. Race InRitrallon Rate

Soil Toxture min.lin. 9Pd/ft`

Gravel 8 Coarse Sand 1-5 1.2

Fine Sand & Loamy Sand 6-15 0.8

Sandy loam & Loam 16-30 O.G

Laam /Porous Slit Loam 31-60 0.45

Silty Clay & Clay Loam 01-120 0.2

This tlces not account far agravel-less system.

SHANNON ENGINEERING, INC. Page 2 3/31/2003

Flow & Size + Disposal

F M. ',:~ 1 1 M1 F~RL6,oV~1~ f~i r° 0M ~ E i,a

For Hill Farrell - Lat #9

HOUSEHOLD CONFIGURATIONBEDROOMS 4 X 2 Q 75 gpd = 600 gpd.LOFT D X 2 (~ 75 gptl = D fled.GARBAGE DISPOSAL 7

WASHER 1

DESIGN FLOW (Q)

PERCOLATION TEST AVERAGE RATE (t)

ASSC7RPTION FIELD GALOULATED AREA

ABSORPTION FIELD tNGREASE5

TOTAL GPD = 600 Opd

150% OF TOTAL DAILY FLOW - 800 gpd.

17.0 min.lin.

7.~! = 754 f1R

5 ~~

GARBAGE DISPOSAL 20 % 152 ft~

WASHF_R 40 % 304 ft'

OTHER % 0 ft~

TOTAL ADDITIONS 00 % A56 R~

TOTAL CAI_CULATEp+ADDITIONS 1215 fk'

REUII2~D NUMBER OF ECG-36 CHAMBERS 29.65 ft EACW iN TRENGkiES: 41 Infiltrators

REQUIRED NUMBER OF STANDARD INFfLTRATt7ft~ 15.5 ft EACH KITH 35% REDUCTION YN FIELD SIZE. 51 Infiltrators

SEF?TIC TANIf SITING NUMBER OF MINIMUM TANK

DESIGN FLOW 900 gpd BEDROOMS CAPACITY IN GAL.

30 HR CAPACITY 1185 gal 2 1000

3 1000

4 1250

5 1500

MINIMUM TANIf SIZE 125p gal

SHANNON ENGINEERING, INC. Page 1 3!31!2403

CF9ECFC FQR REASQNABLENES~ QF FIELD ~B~INC

Flow & Size + Disposal

FIELD SIZE:

ERPECTED ACTUAL FLOW RATE AT 55 GPD/PERSON:

FLOW RATE WITH SAFETY FACTOR OF 1.5:

OP.SERVED PERC. RATE:

CALCULATEp AGCEPTANGE RATE:

1215 fl~

446 gpd660 gpd

18 min.lin.

6.54 gpolft~

Lasdidg Rates per EPA

Pere. Rate Infiltration Rate

Sail Tax[ure min.lin. 9Pdlfi`

Graval & Coama Sand 1-5 1.2

Fine Sand & Loamy Sand G-15 0.8

Sandy Loam & Loam 16.30 0.6

Loam /Porous Silt Loam 31-60 0.45

Silty Clay & Clay Loam 61-120 0.2

This tlaes not account for agravel-less system.

StiANIVON ENGINEERING, iNC. Pago 2 3131/2.003

SHRNN6N ENG€NEERf#~G, t?.C. 1 3t39t2G;}3

SYSTEM COMPONENT SUhAMARY

OAS€TE VJAS7Ei~ATE~t SYSYER~ ~ATk 8 COF~NEFfT~ St3EAA~Y _ - ~T - ~

a- ~ _~ ... .-:tI

Fer Hf't & Farco9i Lot #9 ._,

i

r

NUMBER OF SLEEPSNG RO6N+S ~ 4'-_~ ~ .-1

gpT ~4~'V'ithauE Garbage DisPaSa+ _ ~ _otst~N FLOW a gaa

EFFECTEVE PERCOLATEvN RATE 2 Smin Cn +

E _ rt r _

A _~

SOiI TYPE ~ oam ~ _

SEPTfC TANK SIZE 1250gaI ~ ~ _ ~ _ } - - ~j ~ _ J I

r ,-_ y _-FIELD DEPTH ~ 28ta 3jft

T _ _T- _.. i __..

0 36 in TrenchesURRBER OF CHAAftBER~ 36CALL P~lNlMJM N

45~ Sianoard Cnambers .__

RECOMMENDED CONFiGURATtON~ _ 48 Standard Chambers _ ~_~ 1

2 Pods of 2 Bedsi

tech Bed m each Pod contains 22 ch mber< each i

11 1 -T _~..._- T-L L_

Paraiteidrsrnbut on to the i~uo Pis. 1 _ ~ _

SerEa! distnpution from the v er to fhe laver Beds in each Pod

SHANFi`Jt~ ENGtNEERiPG, INC. Fags t 4f412gC3

SYSTEM COMPONEPET SUAAM1hfiRY + Disp

OSE°E'Et~ASTEiATE SYSTEM Q,~TFc ~ ~tJ~f3EtdTr StfRfiftRRYr __.

i I I

P~18 Par€e1T Eot t.'=3 ~ _~ I j _ _

NUMBER OF SIEEPfNG ROOMS 4~ ~ ~. ~._ __I1 ~ ~_.__

T _

rt_

1 i

I

TEEFFECTCVE PERCOtAT10N RA

O~fl~i Il~-tih Garbage ~sposatrt-r .~_

7& nnnnnn rln ~ _ !

i

SOiL TYPE ~ Laam _~ -~_ .._

SEPTIC TANK_S~ E 1250igatL ____ r____

FfELD QEPTH 2 5 tc 3'§f

a _ iCALC MthtIMUM NUM$ER OF CHAMBERS 1- Ct ~ Etd 36 in Trenches _ ~ __ ~

51 Sfandard Chambers 1I

L ' _ _j- ~- ~

RECOMMEPdQE6 CONFIGURATIONi

56i_ Standard Chambers I

2Pods of 3 Bens. [ ~ i ~

i2 a§ the Beds in each Pod contain te1 ch

j wed in each Ppd Cantain3 ~ CEtambefS

amiters each.

j

1 o Podsti th il€t d ib ti P

jon o e wara e ts s u

Seria€ disfrifautian fsom the u r to the [ewer $eds in each Pod.

SHANNON ENGfNEERING, fNC. Paget 4itf20[13

a

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u

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4?

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may' ~ '~ j'1d7~- ,,1~

1r. <

SCALE: APY0.UVE0 N'C pftAMN BY

onrr:R EVISEO

IIRAV/~NG MUr!9E0.

J l

3j ` }V ~

A

ZA~?EE ENGShfEERE6 tiNIi IED ty STE~fl

KA3:(M 16.°.

lr ~irf tr

4 ,

s-zoo F€ow r~,~~d~~ s~.s~ s~.a€~ ~~.~so 2s.oc za.ooGi3S-Z200D Ffow Etirectae I 41.95 37.f30 j 3fi.~a ~ 3~.t}(} ~ 34.tJU

3#3

c ;..

6 [ 3ir~ct~r - FCo~r i~i~rPrrtS~c~~~tir~

Flow-Directar,Divider directsand~of alternate flow between twelines

Flow Director replaces Y-valvesto alternate €It?a~+

laboratory tests conffm~ the Flow

DtrectortDivider sti?! deliver

relatively even floov at a 1 t8" tilt

Direction of flow maybedetermined at grade throughinspection port

A(l materials are non-corrosivePVC

lnfef and outlets glue to Schedule4o PVC PipeFlow Director Valve assembly hasa short tt~~rning radius and requiresvery tittle torque or efFnrt to changethe direction of t#asv

f,n

r

The prod€rcP(s} shoa~sa are aosrered ky one ot- more ofEhe fof9r~kvvs'ng ~atent~.U.B, 349£187, 46t155C7'E,5098568, Des. 309oG7 C}ther Patents Fending

Cal! Direct tot~}~E3E °~--°~- ® f?rC~r°c€~rC?r~[iss~. w~~v.z~t~el~ar:e.cam

39

I I y<,„~~ 1 f

EID3~8d~iBl4°II8

Rpr I9 DS 03: s?p Randal F. Gearge 9?~-?24-E724? p.i

P.f7. BO.YC 953,t> Llt~, CO 86€59

970-72a$2~7 YQE~ $ fgX

Fa~cPeer. Gana C€wnty Building Dept F2andy Gee

2~3zzsn ~ - a ~ncn,din~ the cater ease

rz~zss ~~

rta: OWS fvnendment to Shawn Lechnzam, Ce: David H. Sharman

Lot 9, Fib[ & Fae7'~4 IatS

Ffere is the update em this design uskrg inf~trator Quick-4 cit2mh2ds.

Thank you,

c~ ~ ~~~

X.~c. li

Rand2P F, George

t ~

Rpr 18 L~8 03.37p Banda? ~. Gearge S?6-?Z4-(JZ4? p.z

2~2 J! fit k a'ID I f 1

z

Ntr. say

far s ~ Flfti Fat°e~Et ;~ecc

g1rSCR1PTTts~ ol~ LoT

The presperty consists of a Lot 3 which is a parcel, ap(aroxienately 3R acres in

size, located sanlh of Colorado Highway t 34 approximately'/z mile west of U.S.

H igltway 4d}.

RI=~aSON OP Tl-tE rtMEND~F'NT

The InPiltrxtor chambers specified in the original design are na danger readilyavailable, The updated attachments, "djlow & Sizet}uick-~t°' and "System ComponentSaamsea:sry" live the appropriate feeld size and configuration far the [nfiltratar (~uiek-dchambers.

Pr~epar~ed~byRandal F. GeargeEtag2tteering Associate

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