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• • GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2 U 3 8
109 8th Skeet Suite 303 Assessor's Parcel No.
Glenwood Sp Colorado 81601
Phone (303) 945-8212
This does not constitute
INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit.
PROPERTY
Bob & Bee Elmore 23 Hobart Rd, Wellsley,MA Phone (617)235 -6866
Owner's Name Present Address --
n'o ,Vase
System Location C7 O 3 1 Lot 2, Pinion Grove Subdivision
Legal Description of Assessor's Parcel No.
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
1 ,t
,t/
-
D]GTNEERETt Aercolation Rate (minutes /inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
p c -c
SpeciatSetback Requirements: \
�l2 �
Date Inspector
•
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer_
Septic Tank Capacity /SGT' aAti°e"r
Septic Tank Manufacturer or Trade Name .4O 4d/n
• t
7/8
Septic Tank Access within 8” of surface `/P5 -4.4. bei Ce,9L4[1i <ries
Absorption Area ?
Absorption Area Type and /or Manufacturer or Trade Name < Li ? 0/1_
Adequate compliance with County and State regulations /requirements y CS
c•
Other k,
Date 1 ' 1 -97 Inspector 77 "
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 v' on ora
requirement of the permit and cause for both legal action and revocation of the permit • i
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 I, Petty Offense ($500.00 fine — 6
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
06/17/1996 �B:98 9709232766 808 NELSON, NEWS. LTD PAGE 82
. . • •
IVOISCMIX,WirPtiteft*Trostewater Soltstkms, 1.41
E
W , •
„ •
K C. fluaider. Inc. ;:• .
6801 'Eitst:SoariS;Creek
SnOWttriaks,:tat)654
SubjeciLayou ifd PoisibialCanstrUdion Recommendations for the individual Sewage System,
Eifit'Keitidetal$1 le'PlneffOrii$ Stthclhaeletvearfield County, Colorado
Oc";ariSP: • ,; • • ; •;;;
. . .
A4:tooltdeAdiVNiiSeittlitivirdnrriental and Wetewatet Solutions, Ltd. has reviewed the soils study
and pereeelertanlikerinitekiniSietectbjilteat)nli Geotechnical. Inc. for the design and
critnittlktiotittfataeitic,HLiAstil for the proposed residence at the subject site. This letter details
Ottrlityoutl'aild PaitatruetiorneoottlenehtlatiOns. •
; , ••... ;"•:,
Tbe planned intattenCola 4100::,bodrtfOrri; four and .orie half bathroom, two-story frame house.
The tettlfliii'lle]aretcottliouse is Otileulitad to be - 4506 square feet.
The doennstic:‘iiiiet •Attpply:torthef property TS to he from the well already in place.
life hods anproilnutirt,::`: retts in size, and Theated in the Fitton Grove Subdivision
The
sratnci:iturfice; Oftdch:aligeersantisfalin.the proposed area of the absorption field. slopes to
ihe 90001,1otlilliitt;St to WA. The ttoner Portion Of the lot, where the absorption system is to be
located. is an nt):ett;larea vegetated:With sagebrush, service berry and weeds. There are a few
jtattper:)triotta evenly tpaccd within the • proposed absorption area location. The subsurface
bonditiOni:ant poratolafian::*a liarailta:deserted are suitable for an infiltration septic disposal
The percolation nstes:orthe4ititctireectus saatly; silty day subsoil were measured at an average of
23 (*notes Per ine.b, .:( •
; • :.; .• "
Under the ievlsettChilatganaglathif_Sxstema (Effective July 1, 1994), the
for thrSinatftaftfio* are based on a sewage flow to the absorption
area of 600 :gitllottS perid0;110111101WW0014:terfitite septic tanks with a minimum volume of
1381:00.100:feet:of standard absorption trench, defined as
• A siiiiith:sSiOrptiCattiliSils:Lith'exisviition.less than three-feet (3') wide and containing
• a single 4-inch (47) perforated distribution pipe in the tenter. A minimum of six-inches
• .;; •: '
. „
Ita 6961,19.5O.aattetVi)lage:-00:131,615 c:Ofilee(970) 923.3289 Home & Fax (970) 923.2766
06/17/96 08:09 TX/RX NO.1476 P . 0 0 2 •
C6/17/t996 �s:88 9709232766 BOB NELSON, hEWS,LTD PAGE 03
EnnoreTtesidence
Lot 2. Pinon Onive Subdivbion
lndividtial Sewage Systetn Layout
June 7, 1996
Page 2 •
:(6") :of inch to 2 U2 inch diameter gravel is placed under the distribution pipe A
:aufftdicut Arnduht oradditiontd gravel is placed around and over the distribution pipe and
to bed and co* the :pipe with a minimum of two inches (2") of gravel.
A tninintitirt Of 60e tienChea 92 feet in length and 3 feet in width is required for this standard
gravel gispeption as no trench can exceed 100 feet in length.
• • ..:
RotonimentledOwnite: Witinewater Disposal Detiisto:
We would recorratneattithat consider train I500;-n concrete septic tank to provide the
rcquwcd volume for detenticin O* ofittleast . The tank should be located close to the
prOpottett realdende as it is better to run a tong •efffuem line to the absorption area selected rather
than a Let,* tYle:S1TY141:4640..,:Tlic tank should bo Olaf= away from the landscaped areas and
nuide:tithX1Slible for:pUtitpitig1.• :The Manhole Ws of the tank shantd be brought to the surface of'
the ground .with riser ring assemblies.: kfitted forty-five degree sweep should be placed in the
opening betWeedEeedtie•tankelittinbert tO slow the velocity of the wastewater flow and to retain
more 30114i ht the That Chamber.
: .1 •
lite use:of thellttfiltrater”. leaching chamber system on this property is also worth
dottiittetitijt:: tinfiltaitor hatching ,thatribers in trench , Configuration receive a 50% reduction in
the absorption nee required tinder County regulations. This reduction is based on manufacturer's
claims cifartoreavailible sod surfica'and storitge.capacity per lineal foot. The manufacturer
rePtestettI$ that 0'4000 t04 Making:0feet on a atain amount of the infiltrative surface in a
systent;Iredbeint:tiondiithibiting Water movement into the ground. An approval of such a
reduction Init.beetiaceepted by the Colorttdo Deriattneent of Health, Water Quality Control
Diviiion. iltdretkdillettr suggested :system layout incorporates the alternative use of leaching
Chattnberi. That !constrtietiCittecInique.reduces the minitnuni trench area bottom square footage
requirenitent16 ]:With each leaching charnbei footprint credited with 18 square fiat of
abSorpti:onstrett,:the sePtic:trysterwabicitrion field layout sivauld consist three trenches,
each 88 .feet letig.:::The:PrOPOSed.:deitign therefbre, require a total' : on of gr-avels
liiaphingehanthei:Miits;'foUrti3ell in sack parattnt trench. It is advisable vete these trenches
as shallow n.s :POW*, PftliPth:;ofroo than four feet. These trenches should be excavated
on contour tdinirihritz.e:thedenthof excavation and the amount of disturbance to the existing
tegetatiortandiplaced Six in Thee sport. The leichthg chamber units should be placed in level,
raked asap* and cOnStruOted with interlocking zoimections.requiring four 1 - x /8 screws to
tie the sections together.
. ,
Researeh has ib0,4M at elternaiting:loadixtg and rating cycle is also beneficial to extending the
useful life Pfthe proyegitag some of,ttie clogging that normally occuis It is
advisable htteonfddet.thisi ditittibutiomarratigement. Wyou feel that changing valves every six
Maniac possible and vnxiM bervotinaly aCcornPlished. Under this arrangement. you can use a
. •,
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. .
06/17/96 08:09 TX/RX NO.1476 P.003
06/17/1996 e: 08 9709232766 BOB NELSON. NEWS
•
Elmore Residency
Lot 2, Pinot% Grove Subdivision
Individual Sewage SYateolloYout
June 7, 1996
Page 3
distribution box and Polviolc TM fittings specifically designed to equalize the flow to the trenches.
By raising one Of the caps Of the fines leaving the box. it will allow one of the three trenches to
rest for sut wombs on a rotating basis and provide that one of the trenches is set up temporarily as
the secondary abStst'ptiOn Area ik diverter valve, such as the OSI Hydro-Splitter unit (brochur e
attached) Can AP be installed to provide a mechanism for the even loading of the absorption
trenches, These devices, placed between the septic tank and the leaching chamber trenches, rue
connected to each trench with a piece of solid PVC pipe
The use Of low Water use toilets, flushing on 1.6 gallons or less, is required and should further
reduce-the wastewater flow to the system (from 600 gallons per day to an actual estimated
average flow of approximately 480 gallons per day).
If you have questions or if we may be of Bother assistance, please call the office.
Sincerely, ,
r tv
Robert P. Nelson
President
Attachments
06/17/96 08:09 TX/RX NO.1476 P.004
06117/1996 89: pa 9709232766 BOB NELSON, NEWS, LTD PAGE 05
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06/17/96 08:09 TX/RX NO.1476 P.005 •
06/17/1996 08: 08 9709232766 BOB NELSON. I‘E'WS, LTD PAGE 06
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06/17/96 08:09 TX/RX NO.1476 P.006 Il
06/%7/1996 08 :08 9789232766
BOB NELSON, hEWS,LTD PAGE 07
NEW EQUAUZ S I
:lick... Click... Equalizing Flow is That Easy.
'' Adjustment knob moves
' opening up or clown in 1/16"
eitc if- increments; total movement
y ,... i is 7/8." 1111N111. :
l e
AL t
• Maintains Equal Flow 4 „;- x
From Distribution Box . 'JP; 4961 :,- ' al - ii - -1 i
■ Automatically Compensates {, a
kx
For D -Box Movement , r .
. i
•
• Engineered plastic Is 1 ' ..• : --
Non - Cor , t
. =- a t : ip- • Extends Septic System Life r
'
i r
/ . ' : _ Simple to instals, just
A push into any 4 "pipe.
"' f d SCH. 40, SDR 35, and
Tough engineered plastic./ . t.... -� N .� thin wall.
Will not corrode -
Installs without tools. Water tight fit
Patented weir D -Boxes that continue t move their even In unlevel
thei en ire life.
AIIIUSTMENT INSTRUCTIONS Easy as 1- 2-3...
For Equal Flow To All Trenches 2. Rotote all adjustment knobs counter - clockwise to the ful
u DOWN position.
3. Add water into the D -Box until reaching the weir opening.
of the Equalizers. Using t
API he water os a level, observe whicl
outlet sits highest in the D•Box and do not adjust the Equalize;
fitted to that outlet. Rotate all remaining Equalizer knobs clock
z
wise, moving the weir plate UP to match the level of the high
est Equalizer. Fine tune by slowly adding water to make sure a!
1-, weir openings outlets ore at the some level.
-
Extra Step 4. Congratulate your customer for extending the lif.
of his septic system with the Equalizer)
s },.: '"•> (6 clicks)
or -„ - CAUTION:
1. Insert one Equalizer unit into each -D -Box outlet pipe as 0 a D -Box Is out of level more than 3/8', relevei the box
shown above with the adjustment knob positioned on fop.
and start again.
06/17/96 08:09 TX /RX NO.1476 P.007 R
06/17/1996 08:08 9709232766
BOB NELSON. NEWS.LTD PAGE 08
poLY
LOK'S NEW EQUALIZER
lick... Clicks.. Equalizing Flow Is That Easy!
at Once .... Maintains Equal Septic Systems Live Longer!
tow Forever! Without the Equalizer, it's only a matter of time until an out-
of an inch due to of -level O overloads one trench and eventually rouses
. ,i a D-Box being more than a si ttlinnth premature failure of the entire system. Equalizer's patented
r doesn't being d over set ve or frost hooves, self- leveling feature supplies all trenches equally, dre
'ducts with work property. And conventional o round -hole l extending the life of the system. Equalizers ore simple to
i for B s th hat shifts mar t settings over kr time. hoe no way automas quali r is install without tools. lust plug it into any four inch D -Box out -
fora product that
on the market at automa Equalizer compen let pipe and the non- corrosive plastic construction insures a
;only maintain m distribution watertight fit every time. Equalizer are adjustable to a full
:ro t o whet equal flew from the l distribution box s all 7/8 -inch range in 14 precise 1 /16 - inch increments. Once
{lusst t the whether her the field is level a hillsi de. adjusted to its corroct height, the posi -lock mechanism mechanism keeps
t Equalizer once ie and d if f a ground compen- it there indefinitely!
ies for shifting D•Boxos forever/
sties Gravity... Equal Flow D sox
fo Matter What! TANK
• the Equalizer is installed and odiusted for It outlet -
nes, forget about itl As the D-Box shifts over time and
i acts more water to the low outlets, organic slime builds up
the special weir. The buildup acts like o self - leveling
genic dam, raising the level on the low outlets and lower- Without Equalizer an out -of -level D -Box causes unequal
g it on the high outlets to equalize flow to all trenches. distribution to the trenches
ono Organic
Slime Lino TANK D BOX
vikeleti \1St:-
.�� Equalizers supply all trenches equally even if the
D -Box shifts over time
( Richard & Norman7 O
- O ORDER EQUALIZERS:
:ontact your local precastor or your supplier of infiltrators or:
n Maine and New Hampshire (only) call: Other U.S. and in Canada call: i_
:Sl, Inc. at 1-800-762-600
I D]C
: 0)(! � 1-207-562 PZ
33 `.l r '
crown Hill Road 173 Owl ch Street, Yole wille, CT 04492 it f1
Nest Peru, Maine 07290 (703)269 311 q. 1.800 -234 31 c 19 Member N.P.C.A.
TED
Petard Numbers 5.154353 - 5,107604 U T
N{a ED
_iletbne Warranty on Equalizer Other Palenls Pending
06/17/96 08:09 TX /RX NO.1476 P.008 III
• INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER ;. -s art' e t�-
ADDRESS 2.3 /7v.8isar- ,4t /i /z/ scby/-14 . PHONE
CONTRACTOR e C. , S.w.rr� rrgdtc%. � 'Arc .
ADDRESS e/4/ c1 tinaH. PHONE 92 e/6
c-�
PERMIT REQUEST FOR (...4-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).
J.00ATION OF PROPOSED FACILITY; COUNTY c ' '
Near what City or Town Size of T,ot r4 /99 Ae
Legal Description or Address Gan Z ,d2 o, , 5 a-tCa+4P,744J j2 rh
WASTES TYPE: 4-4 ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER - DESCRIBE
BUILDING OR SERVICE TYPE:
Number of Bedrooms Number of Persons di
(ems Garbage Grinder ('Automatic Washer ('-j- Dishwasher
SOURCE AND TYPE OF WATER SUPPLY; 4.-4 WELL ( ) SPRING ( ) STREAM OR CREEK
Give depth of all wells within 180 feet of system:
If supplied by Community Water, give name of supplier
GROUND CONDITIONS:
Depth to bedrock:
Depth to first Ground Water Table
Percent Ground Slope
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to community system? ( ) YES (-t NO
•
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:
(...-)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? ,t/o
2
PE1tCOLATiON TEST RESiJJ TS; (To be completed by Registered Professional Engineer)
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: f,-°w o&.?9 39 -r'.-
7 c77W49C /N€ . 1 o20 G> ✓^ � '/ S WC 7li'Rrei
Name, address and telephone of RPE responsible for design of the system: ,eft.-9
tO2V2 /ls»»tvnJ £ted /.k/o fvu/i✓9 S /4iah; 923 -- 2e, •
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 purposes 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
adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements
made, information and reports submitted herewith and required to be submitted by the applicant are or will be
represented to be tnie 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 Date
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
- , - ,4�
3
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07/03/96 15:34 FAX 1 970 927 4604 KC SMITH BUILDER Z002
•
errx .9/5
fr Raerer
7s'r - "7 79S
INDfVIDUAL SEWA DISPOSAI SY$�EM AP PLI A
OWNER
ADDRESS 3 x 66A,Rtai „0„,, /.�/ s���° PHONE
CONTRACTOR �! G. .S,w�rr.' t , ✓ X� ,a rc ,
ADDRESS _ Ail y • O - • ,
c�o
PERMIT REQUEST FOR (.3 - INSTALLATION ( ) ALTERATION ( ) fPAIR
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 or Town Size of Lot r9 /r9 S
Legal Description or Address_ rdz .41;179—:-`5 r°Sl n" 7 y J
WASTES TYPE: (-- .ytWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES
( ) OTHER- DESCRIBE_
BUILDING OR SERVICE TYPE:
Number of Bedrooms 41 Number of Persons 4 /
(t. Garbage Grinder ('-- - Washer
(y-- Dishwasher
SOTJRCE AND TYPE OF WATER SUPPLY: WELL ( ) SPRING ( ) STREAM OR CREEK
Give depth of all wells within 180 feet of system: .22. 0 cr9 i- T- /2,.0 '
If supplied by Community Water, give name of supplier- /Vovc°r
GROUND CONDITJON,S:
Depth to bedrock: 3 .,,.,.
elt,.457a GJV ✓.- rt/J.vA/
Depth to first Ground Water Table ji
Percent Ground Slope_ /S %
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: „..C- 46-
Was an effort made to connect to community system? ( ) YES (-. NO
TYPE OF INDrVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
• (-' SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET O RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER. USE
( ) CHEMICAL TOILET ( ) OTI-IER.- DESCRIBE
FINAL DISPOSAL BY:
(- rABSORPTION 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? ,t/o
07/03/96 15:34 FAX 1 970 927 4604 KC SMITH BUILDER Z001
K.C. SMITH BUILDER INC.
6801 East Sopris Creek Road
Snowmass, Colorado 81654
(970) 927 -4604
FAX COVER SHEET
DATE: '74474 NUMBER OF PAGES: Z
TO: ,. _ , /e1 FAX NUMBER: *VC /r'7 7
FROM: / / r JM / /?/ FAX NUMBER: (970) 927 -4635
COMMENTS: /ja„-or `M /0. -07/ .>€2,44 ;77 O-v.r-e