No preview available
HomeMy WebLinkAbout28525 Brush Creek Rd - 247305400004INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1992-00 BP NO. 13201 OWNER: ROBERT & ARLENE EARHART PHONE: 225-769-1220 MAILING ADDRESS: 838 MYRTLE HILL DRIVE, BATON ROUGE, LA 70801 APPLICANT: R.S.C. CONSTRUCTION, RAY SEELBINDER PHONE: 970-945-5363 SYSTEM LOCATION: 28525 BRUSH CREEK ROAD, EAGLE COUNTY, CO TAX PARCEL NO 2473-054-00-004 LICENSED INSTALLER: FRYING PAN CONSTRUCTION, JAMES 0. HOLTON LICENSE NO. 46-00 PHONE: 970-927-3039 DESIGN ENGINEER: H-P GEOTECHNICAL, SOILS WORK PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 2 BEDROOM RESIDENCE 750 GALLON SEPTIC TANK, 563 SQUARE FEET OF ABSORPTION AREA, IF CHAMBERED UNITS ARE USED 18 ARE NEEDED. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND IN- SPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PORTION OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: /b- DATE: JULY 10, 2000 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 563 SQUAREFEET(VIA 19 TNFTT.TRAT(1R UNITS ) INSTALLED CONCRETE SEPTIC TANK:1000 GALLONS IS LOCATED 344 DEGREES AND . 22_ FEET 9 INCHES FROM THE CLEANOUT NEAR THE HOUSE_ COMMENTS: THE FINAL INSPECTION WAS T)ONF RY -HEAj ER SAVAT,OX ON .TTTTY 97, 9000 THE TANK FOR THE SYSTEM TS T,ARGE ENOUGH FOR I BEDROOMS, RTTT THE. LEACH FTELD CAN ONLY ACCOMMODATE 2 BEDROOMS, ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL <� DATE: JULY 28, 2000 .Incc,mplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # lqqg r V 0 Building Permit # o APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY, P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE -VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER :i��L(' Ht( LYl �hf MAILING ADDRESS: '93'? 1 6AC41r. 1t_ 11 b2. 1:ae LA -76-910 PHONE :b S 1 APPLICANT/CONTACT PERSON: PHONE :&7o 45• C1077- 3039 LICENSED SYSTEMS CONTRACTOR: Jarnts 1k17 PHONE: .375.3va7 COMPANY/DBA: wJ;)A- Aw 14_MS4t4C_ 7&1 ADDRESS: j96. Bak 79F Aa-wl--A eo 8J6,,21 **************************************************************************** PERMIT APPLICATION IS FOR: (YQ NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tax Parcel Number: 24730540000 4 Lot Size: 46 Physical Address: �?S5,R a gush drek 4). BUILDING TYPE: (Check applicable category) ()0 Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Number Number Type _ of Bedrooms R of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ()() Spring ( ) Surface ( ) Public Name of Supplier: APPLICANT SIGNATURE: Date: Z7 16-0 ******************************************((********************************* AMOUNT PAID: RECEIPT # : Yi� ^ DATE: Co CHECK #: Rom! CASHIER: Hepworth-1P2W1ak GeWechnicat, Ins. 9OZO Coanty Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945.1988 Fax: 9704454WS4 hpgeo@ltygeoteeh.com June 26, 2000 Bob and Arlene Earhart 7838 Myrtle Hill Drive Baton Rouge, Louisiana 70810 Job No. 199 630 Subject- Observation of Excavation and Additional percolation Testing, Proposed Cabin, 80 Acre Parcel Near E¢le-Thonaasville Road, Eagle County, Colorado. Dear Mr. and Mrs. Earhart: As requested by Caroline Seelbindev with RCS Construction, a .representative of Hepworth-Pawlak Geotech ical, Inc. observed the excavations on Tune 21, 2000 and conducted additional percolation testing at the subject site to evaluate the soils exposed for foundation support and the feasibility of an infiltration septic disposal system. The results of our work are presented In this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted a subsoil study and percolation testing at the subject site and presented our findings in a report elated August 27, 1999. The additional testing was performed in accordance with our agreement for professio.aal services to you dated June 15, 2000, The proposed cabin will be a single story wood frame structure with a left. Ground floor will be structural over a crawlspace. .An allowable bearing pressure of 1,500 psf was used in the design based on the previous subsoil study. At the time of our visit to the site, the foundation excavation had been cur in one level from 3 to 4 feet below the ground Surface. The soils exposed in the bottom of the excavation consisted of sandy clay with fragments of shale up to cobble sive. The upper 6 inches of the soil in the bottom of the excavation was very moist and soft due to recent precipitation. We reconnnended. to Ray Seelbinder with RCS Construction that the softened Soils and mud be removed to undisturbed natural soils prior to the placement of concrete, The soil conditions exposed W the excavation are consistent with, those previously encountered on, the site and suitable %ir support of spread footings designed for the recommended allowable bearing pressure of 1,500 psf. Other rmorn menda.tions presented in our previous report which are applicable should also be observed, A profile pit and two shallow backhoe pits had been excavated at the locations shown on Fig. 1. Percolation test Males had beela dug and snaked in tle bottom of the backhoe pits prior to our testing_ Fercol.ation test hale P-b was hand dug; and soaked on June 21, 2000. The soils exposed in the percolation holes are similar to those exposed in the t Bob and Arlene Earhart June 26, 2000 Page 2 profile pit and consist of about 21h feet of topsail overlying medium stiff to stiff sandy clay with shale fragments to the profile pit depth of g feet. Groundwater was not observed in the profile pit and. the soils were slightly moist to moist - Percolation tests were performed on June 21 and. 22 by a representative of Hepworth.- Pawlak Geoteclmical, -Inc. The percolation test results are presented on Table I. The percolation test results indicate an infiltration rate between 15 and 18 minutes per inch with an average of 16 minutes per inch. Based on the subsurface conditions observed and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. If there are any questions or if we may be of further assistance, please let us know. Sincerely, I ; l (a HEPWORTH -2AWLAK G �.I INC., !•s�•I YI Iif O.f.Y.��k Jaxdy. Adarnsra Jr. f s� 9707� p. JZA/l�sm ��_ V{"" G-Y attachments cc, Teri Guy Associates - Atta: Ted Guy RCS Construction - Attn: Caroline Seelbinder High Country Engineering - beric Walter M.P Geo'tECH HEPWORTH-PAVi LAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 199 630 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF )NTEItVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL. (INCHES) AVERA03E PERCOLATION RATE (MINJINCH) P4 77 15 water added 6 3 'lA 21 1$ 3 % 2 1/4 1 % 7 5 A 1 5 Y44 1/4 19/4 f 4 'A 3 1/s Y4 3 Y. 2 % 1 2 1/= 1 74 A/4 1 % 1 % P-5 PIS 66 54 15 water added 15 water added water added 3/44 1 15 �t4 4 /d 1 7Z 7 ,I, 6 1 '/4 6yy// 4 s/a 1 ilA 4 %4 4 Y4 4 3 1 3 2 1 ,2 9 4 1/4 4 4 1/4 2 2 1/4 67, a '/4 2 4 A 3 .1 1 i4 3 2 `! '/a 1 4 % 3 A 1 3' 2 A 1 Note: Percolation test holes P-4 and P-5 were hand dug in the boti4m of backhoe pits and soaked by the Client prior to our test. Test bole P-6 was hand drag and soaked on June 21, 2000. The percolation tests were conducted on June 21 and 22, 2000. The average percolation rates were based on the last three readings of each test. TOTAL P.05 � `€y';=rrze wiz? =sa? r t s _ _ .. -- - . c'^• � _ -.-s _ ., _. _ � - = s'--'- -, ice_.%� -- a•.s°% i 1141 :}i�si� sv 5iz i. 3Ei s^F2;LV- Per :�-,:x.-.-���_ : s�sz•_:B per Lines =si323 oil _%ice �. ..... le Road, i, �..Ys•a .. g:a - �_.3.�•i;iis ^i=s5. ^fir : - -'.r s �s'�=3Et rt�zsleciei: S.-..L.t_.3 _ - - _-•::•s_ ..E_ :r a r=s�.��^•T_s-._i:-� 3i� _ £?s•"`. �+ v.=� h �.i}��;2 na � e_�r=��;t:"- ..�s�aN7 ��yyczi--s�F Sri= _• -- -= L - - 'i ac s =501M.r� _An aaa__ra e �3'—dsb3 s�zL 3e-��`ea U, HS�Y ."Si._'ld e 1::::0:p — _-r-F 'S _ii _4L.i�:.1 ass Y^r-z= Eta. .,.ssa; es -r_- -- _ - _ s. r• - - a:--i-' ti_s..e`� Sitter ,5 fir= =i ��i 'v'r."�_._ iu33z�ssr==� -- c$,'r-r.� - ��••�,i: �— �as•�,•4�-.�`-'�� ��. �-Y= 's fs:+r.�'-• a.=�-T�•°1_ �3� r_: ��: i. =r _: - �Ld^ a` Lr ie? d•�ee es: f:_r +a3.e=*...`- ass...=_ =ri�'v. v .fv.�_°a Tees �:c�:E �r� Y s�f' �F `sue; a.._, i^�_._� aff this = _ .r' _ 32`3 ,i:�ice avUn i': z"..s€ te- e_el Wento i! azal ?. C. '• s• i ss.:.vol 1-;.•- vm- =T��-Y -� - $ ?x= t:2:> ' -- - - i izs z ss'a2: S�i,3n' °-' `a �la � ;_=. rs'='.e3' - n'-=- Grouu•�.' d ?"s - :....-r�;=�:..s-'a rT ?•� s°.��i5sr�a�s 3g� 3 Uld t'ud�sa; 3on :osClm,� this type S.SIL _flwlaUl. ��.�y .�t��+i_ Yc.�--- T om. .•tia'fS t• T. 6�`iT.`ST...:yj jS �� ffro..Lm'=.'ed �Tr• s'5 F `::y i'oe °=i3fs'.'-,mot• Est S:iraz4 u-ems., i �; _i_ • _y ,�:.^.:. - - - - -' �'z .. •.... . s e a V.ii L•e ---I s"$r�Ld �`�ia. n � �= =I FS: - ,-z`._� 3i.� 7'e-C T- T.T ids s i-{ 1 ii. um vos 9_izei:...5 %.s"a:3fiei'-�°..`�.- ism ic?,r- -ram_• ... a ___ ... _L _ `L - c • �z E�i T-9�iy� w:3z-i? rs,ic_'+s�r'�'`.. _.-•��Lff ia 4 ='.0,`ild MUKA i�3L Ec i ii - -q-—ss:3:s r� _:^v 3: ='- 'fizz_" aid 1;. n is:_•s '=:.. =..ems - _..�.rs a--rr� 3_i�.s-g�:x��s _: .-c-'`. ±�f•-�''-� ycriea� a _ uiss? 8aaei •'i��=ei?as fjxa=is r�z� cu_4is se:---#"__ -• --z —1iiJ Sr•� rti- g—�._-.3-L iL•n r There ` iz mf`=�e 2 �_Fg_spni rm +-:3'tE'vi s3i i2au ab r {n.3� S.r%'.3 :� rge=zx c :en?7,ieizss: �Ye cJ.'a-9T'i.0 .5,0 e _•�sisss5R _ac:» �i .?s i= �i' 8esw fe i; i4Li•i-•LE- - - _ r,.. 5iG 8 e3 a=�3a 1: yQw-will.s 'ng an.:-_�i'as> ass a e �:h am- W tsr 3`a 's i:T -ter efn aas a :z• 'Exa' x"mY'?="+ � �.s"s75. �.^e.Lscs� �.Y- `ram _ r x.°sL. ^_ -r-s: 'sn = L] tk iF?�TF ��st. ��. c�r•+�#i-s4$ i3_ ir`-ii _ -i'3'e smor--Ebeswz S mar_---.E•---' - - bed',�L�3,: r2+.E4a:- �.ii S _ r- -n os�a r p.•EL.L:Y-'.•s-�zT-y'_L' _ t _@ e....f�.��3i� _ _ •_;_ - -� L.. J^�tr R-Eri==�iv r- :jI'T�SL i ix r _r _ i= .ice 5i..et..� :£.t.••>;._srsa� :zR�iza:j4=t i 4L�L 3:1 -L. e bits �:e e- l am'➢ : �.. + �$"' i� Eie^ Ot ur s,� vkit a4'Csa kais s`isiaas6viH i�=is?T�ai?Zn:?.?:3i jdfba":-3a 13 .U�.'s-..si },:Y-A; ;•-:3 rc = i4:_rv4e �e r o Wig,, - _ .s;..ff • � L ri•t.°EEe'.iFe_ iiF=i?'i�i "jai_ iEeii:.=as',:'-i ;qa i:' w s�.•-..said.. . t : •f,.}st::r.-. Y?igei- a v:: i; i' i2� r Ebel Ear uiLsas 1czx ssz:.r }':nr, x 2isE;:CsiSe:` " -ii° e•:x- _ s _ 5' �qy�'.�} r }� _ __9i _^ra'€od ei_ ?in -_... .3_"'si.rz, him ?..m '{•iSLi:: -RL 3 :. ii�- Stir SUPP rt O LhIc pro �£ cabin 3'ooti�, marring �_za a_elv..�^ ule =3vic3 3y :F•=s �£:.=i: .+, �. 7�:=._-�aaa'.� vLay. ±:,�- 'n'y'i--r=x•xx-- ..� - .... -= v s s��. 1z1 }iieL�. 1 ALL �d'e'e _ Cat `s."•x.`-.- %£ d iz`.�.. iIir,2€. ',� -le = : uid ?'_.. �-ma swti.�a - .._. �. mow.. ��t-}it's: ���a iis:T3�i_?i is 3?::3Cas • :` �L'� fi '`_ pg- •v� footings vvfigi£ebaa�_V ?"asaySoiY 4-Mud `$'_'----s£`--£T t:,- 3_ IIe� •z_'7ss.M'"er.-ate-'st.-.a-- a iE?:?ize:xs3z: - -,� .ah �'-€`'fix- �f_ F d �r _ ''i.3T�- _ ns v sG,4 's83 f.+ v'"i`a3` ii--i =s�ie' a•i:vk- ter. iv:. A rs4:en-s�x.E '•.c.•i?. s_'t-::i_ ^�- AS .z_x5:%i �cad ^ ib�= hmrinj if'`_ta= ?s3s` i = i -. CA i i '..hEEuhi fit: :i `?r= 7 - 'rrr S� ;-£a_ ow" a_d .ham. ��x `€?==.e c _ ee•g „ye :. =Y •=' i d_5�=3�-s i = %^a W-AI C.oa_' j iy" rerior foo-tiYeC - - -mi -` E. V .Fed —. zz.fn Aj F..xCe:'Es-e above Their beartum el v .:;_ fb r ; rite._ c r.:_ Al=_ v x>.rissisxa i� ii{?__�ai.a�rx;i{i�c_ xza i%s=z� Tr-re��5�"`: W 00 inert ?= : a r'��=-• := z- f'' _Y B >n-_i_: W ;< T!_P& ci. ns r::ra 1=:Siv�3 Y: !'- _::.Z Sid �Gr*"j� L1J�AMI—A-c 1A°EP mla bartm.mz 'tn E.wria 3_ 4 u3 o-_.tyE_„ _::s'r. _ ibe m'e'casat 1=, %e F:- ':"P •,� r� StIMi.=EU-1- �= 3fF`*'�-ul be 'desd efts 'tz. Y4�. a Larrxiga M-,t- i95•egvas^t t:Wzs>_? wfs s a.ny: ssgcn} O _i i --ts'E..i �F the on;+ Sat_ - � F 3 sit3nd&MI s mci-o dM:M_--!_-t at $ eg;iw:;M- ?r=. r � rx��c• :sts`'rzx=-5_ ;�c' 3= •,•i•. � _ i 'xf 5rai ? s,; st....ei:_s.Te z$r = t-�:-•.- :4- ^ t-�-ff s: _'�:t Ar-• so's A....'^ _ ' c - Tom. :J' �t�y=1S.:�. ST'.��.ZS •SLii 7 - hm s.•'_"Pi=�L ffi�'z? ��I fence in r�:,?-ie:�ery� •psa�o- .eev tee- •Es �M e:�s.Ws ____ $z�fs'�s t �z•r:. ��:$�'a�.a:_�- ��i '`..s+'E•-`arm: F.'i2e`ee�,•,r�`i T-sF'.,..s'._. nY t= =a ?_F¢-t7,e o 4..z.- ....� _ �..a _ s C-3WL-.zv�ii�-s ��� �� �e��4i€4%� s� �5:� w- z� �s a '$'- C=-9�Sa� z- --a-Mr •'�aera ;Z€E eating 2 d`h-p -rrLv _ T=' �='�i`{�r'= �° 43:�_._� i:a• __: ' fi'r_�.,._:.. Tom_ - . ..=r 'vJ .... 5:3t. c�.,.�a_a._-tee- r•: :.. _ �,.� �a� aim a3',M-8 DO °�'._'_ ..sai =r- a `s:=•�?� i� sat- �a?aa f t � s ��i`: rz-•ss.-:rat=s ?s.-- - ..._.s •' - •. �i .. f - - - . _ � u _ z�s.'s °�.•�_ _ � Wit.: ��i=, �3 =_ d�iF�: s�� _iEi?88':_•.'�°. +r-a� � °u a- i UrEMI--A r; : -�. La p9-•� i.Es3.••-T�x°�'s �`•e'E'�ic- 5�3�iE �'r'i`�=t.�s3'::'Ez• e.:r r M.�^.r�-.'•.� - vz Lola -'�F. be fac - __s ypi �°' s .i. ??rs %S. �•s i fee- ...e---- 'AOMN o- a` - r - ya... .�i zz.:•" 1 sa'°x�sr��'a a.3�z g 54 fir Prai,�s�iag i�-e !n !h iind?=-':s�3•t . x:vsf_ : Cex�`a"°A �. ;cz=as- !� = s...�.1 :o- la`g E`-A;n. 200 ssh-o-•.net j� �i:—anf-4� r tis? ash JTa i;? M s pj lu- be at jr- surtrw-c -Dwa- M.;:4hni -no"d at :01 - 'm an 1 fiftlke'6 after 'd b-as bmc-_�u cc, .4:q-ttJ7 Lu&m m LUMS V-0-d-ICTSUrtm areas Showd bt pr 7efi'.gj dV.T--1jJE Cryr M W 0 -MMITre Raw com-P vcted to at 1 R-a-st 1 M M TUIC Ma-UM-Mm, !ftandRIM: -!Cu��tew _y awl IWA temst N.-KOM Of NC-%;t,)r derM7ityrtr -na M '-VP--d with aboid c, f Lit tgra-ded Soils- UC lu Surfa. roe W- ater infiltrat-it Fri' i Brd Sur flu,5 au—no-ond i".. M �fln - ex ofi iilli-q -4 fi 1-m-M. s1J9Pe-'J- I ain away fron- t -T au -he- fzc,:L,, -man u-nend a nrl-my-p- XZIM f y WIMP. and a ruin_j_T_Uuwi gjjjZ.L -luf vrj!%_c ;_ cc' waY am MAray reas. A v tie d. $, Sum M, nof v Bradiv. T-1-hp- M,4,%, .4 1 f a -ad drdi'[19 all. ba';ML T-m-dag: BT-mod-a-d-cin M-Gta vvere cuomdzz TM A.Up- 1929-9 te '-gzzjm the fmallbfl;'­ fj'tau j.-Awtation SeW. L svat= at L17 - Onw !-m-o r. ana- .6 ch vm= PCM-2-ladw.Wholes Wen- duga at! b.Fc locali-fiism, --s' te mar 205 dim) dewermt hwwl duw- 44-Y .1 17.41 phs Ratd �--ftm sumiced. Wilt i waler o c posed w oxf nr:;.— wo tomang by TE-p-­ We-ifr, . The ks--- r1mcolmaon kolesm are Simmmar to -mg, C"-Wc m Fly- - 6--r-mi CM-Am-A-M -of avat .2%i� fce aof sciti onvEm. Imp-q pCroolmim tests p-reseepted in y*7evW-in!h*=W k=ram W. Lc..e. M-V- t sbDuet-hghasF..iai bediarier equiv-= Chat a 'civi. eyw Meer -Jemipp- the • • • • U1119 tfudY has bmar, mv-diucted in r- am W.,immom. V-,tL.v veneS•WIV _=___MvR_ Dam ge-o-EechwCal en erknw- arKa prat -3 area Wg_imLuty cither =j-piru "s. -.x. 7zio 4p! m4v 1% - %= X-m-ons- and no.- 7'W' arc tjuawinx-ed at ziw. Y IMS UWjn the dataaa obk ftmmom the mr:0 9-:1M tmc indi d-11 oil Fig- g of COUS&C-co-ow Mar w, .61C. - — a . -my nw- iiTwm. cmndrvons f&-arddd at he mpz_�-r yv exca-vad'an IS prorro-r n-'4 ix jur. .t i:- &Irz--,Eg COMWERCOM Rlfj",;-qr- f diff;vxc°as fp�_ uhc-,,s. H-P GCOT-m^q a 5 1 -1 a -- : ul U UU: 1py ! �j . . -; -.- f- - .) � A ! _U_ I.- _Zu7 � L---; VI 'a JNIC- u CU. -k A Thiv nas Tmti- As .. ..... -for, on Lee Coaduuma cm.-Imult.-tior. vices duriug and field ser. yjfllt-,r the m of Our yee—oniname-ndat n,. WAI D Ic z t .jai P appro Ed 1-Ilav m na- A.1:5 tc, the -rec-xP-LM. eTjdgz*.t7 p qx�a�i aEie . find tes-i-if-me of ;ktrwAura-i fid by repraseujuji-xv ci. t.- any queztjoyis (r, ;f mvu 4 i- x ass T _e_ wr -.F. CEO 1 E-1-CPH-NMCAL- u-jiC. ur'-- rl r, :,7 1- : � C U- -ju TV110-jr us ILI Cl Aw fl; Ul FAX 5 SS v?Sio- Si Cy P T m ov P -A 12U A a LOCAMOrl or,-- TItz p� MAL.:�.- t E T HoLF NOT TC. Cc- . - x At E plg_ 1 ID 0 =. Y 8±7 q- t __.i Ur- ----------- I -y - I t: t it it IT i it I E2 B fz f i Y U Ui I At T IM .I I L i It .. ZHiG.3T_ 6i .71 cc.V7-0�1 U trr 4L. t "J I Zi L 1- PIIL�AjLAL T;;ST JCI vu n !g2:F 1 HOLE 's3E2TH• ive. HES 1 F N V-4.Zk nep-, la DROP INq f AT Fri Of ji addg- if 3AT N n?4 i V -fi ao-a- lj' A el i tin 4 I I -G I tef- + W4 i A Zia f I UZI j3 z yLJ 114 S its H i A- -I ts PL=VCOF Ara-= rwem-B-M- az-;a p--M=C.-=ked Cs-9 -4m nc= z Si SMW WSIMIPxAaguM IW a �pquTtzw- tgy Cach —z- -dm i3iB E '}� ins ljic �Cf -1 L,r, • njn i}.•'�c' T ��%i - F - Cam_ � Y��_-� vr...i �' s-_�� .__.. •V_ �-�vF 3 rYi •� ''�' S. 1 W' �L".i � P" � F ice_ yr � s c 3•` � s d'-:�� `._ .� �'. � - L _ - a LE'.^M Cl: fl_3��+�% HL1.S:�L �L� �iiL �:9.i�. `YS'- ��P4s "' lS:�J-f.•.'sr': ''� � .�S ��S � t p_ _a =s-.s �.� _ �='--'r-:e ��'i=^ _ ��'•�di �5� �iLt3si •_�•2 irrst ttas4,t. :7'3 ;Ce:T f%� ��i�' haeaF.a4. � ;•_re �titiz:ci; �?'6LiP;i _ '- '•� �= tZyrE �BE Rt'ACK: ;r+w, .:<<<t ._eC:Er-- =.1 � 'a=�.-���•� _ - � -` - ----' - - -- --.,.a 5x � rsjx. .. �f�= �s=x_� 's:s'r.•s:� i - �J �•'_'''n4�_:L2 ;LAS� i•ti-L_-_C3 ie tCY ��'�.'� 'i•.]:4; tF_r'c_.r_ rr • :•� �: ,F -±n Nge �. t,-C'TS:L."SL_y w. �T:.9'.L: ALL. Pita rni=ldrsredl Pra' r i-r_ r E - s i`eTf?�L�!'iP %? uiis..tL.r 4�•i:i i�-y�a ="tea dr, t•Lt-'= M"i'i- 1.srs?Qie£Le z3•eEc�`-s �-'s? �i�-vs m- sass -L :L' -- �', •T"`-:i;sse: Vic+ T._L._e�iO •e. ur-Ls'icea •sc-s sez i, = ren-m- e Y _ -L O - -. �`:tis'iiii� 'v;iia$''i3i`T sisLi ia,s acii t.s'3ir_f� z°�cr'y,,c-a,aas PnQ°ibe#_�-P`L#i,{' B. �_ vim_ i v -€& ign.:_mr can. s:rs,-'lit the -Di V4 ff- �n { -ems M01' €3= �'r-lit"'t Urne— y a c _ x- i= is = 77 •y i?vm:t s =�CF� ? L? . -a L "s tr.=6s J f i C 1L i'3IUVOR J ii ]f'• f��T. g jt r g LAC S L S L L a L� Z EsiSzrs i • 1� t� �i1: ii -f-jTi - 'A..st-zz _ _ .d $ 9 OZ: STTT i _ t 'fig - �•F� �.c� ��'_" �.z S.'-LLs9 :. . -_ _ _ ?-S�_'S t :: _ riot ! ® � 51is55 ƒ a H±Vc®D N= �= I-L% � --- � — - + 0 05,118.100 06=56 VK/R AXL.2269 P.AIA F77= lbov> + - fkkAf- C. -X'4 I CxroOOO 40 Lu44e& pie ev. N 'Rest a eivt*- -ILI Al I o Ja, 7- —Pee Io IL5 JUN-29-2000 WED 0:3:027PM TD: FAGr P rni INTY FNU HPAI TH ISDS Permit # ! qI � _rD Date_ /Z 6V ISDS Final Insneetion Completeness Form V Tank is /7� _ gal. Tank Material-" Tank is located ZLLfti. and- ` degrees from !L� 1presanmt landmark) Tank is located ft. and degrees from, Ipassammt landsark) Tank set level. Tank lids within 8" of finished grade. Size of field ft� ,r�..— units lineal ft. Technology 5 w Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank: iitilet . and outlet is sealed with air, -,tap j., rubber gasket etc. t/ T k has two tolnpartments with the ;:arger...,cpmpartment closest to house. V, .-Measure: distance and relative dire�c c3 ,ta.;fielc�: /©.f¢ .Depth of f field. -�--•� ft . 1/ Soil interface raked. L/ Inspection portals at the.end of each trench_ _z Proper distance to setbacks. i/ Chambers properly installed as per manufacturer$ specifications. (Chambers latched, end plates properly installed, rocks 'removed from trenches, etc.) Type of pipe used for building sewer line, M55 leach fie) (j) Other 'L 1/ Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well -Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 JOB EAGLE -COUNTY ENV. HEALTH P.O. BOX 179 SHEET NO. OF EAGLE, CO 81631 CALCULATED BY DATE CHECKED BY DATE arni c 1992-00 Tax #2473-054-00-004 �COAAoffmid JOB NAME_ 28525 Brush Creek Rd. EARHART J1K'©JAB NO. Eagle County, near Ruedi Res. /_IAR 1 nCATrntu BILL TO DATE 777D DATE COMPLETED DATE BILLED IML4 i,",V1XY2A d22Z, '/-0 ia2l=,�L all- c2, 4M- '�2" &djlAj (o Zblo o WW 4k fa '' 454 ca c� �e l fij,--S. Ji Ic la,*k m -a aA?16 r, JOB COST SUMMARY Z- D)� p �" 10 md A TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE _ V SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 l JOB FOLDER 7/27/a Printed In USA