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SP-0500106 Permit Type: Health/Residential/New Situs Street Address 7710 W 37 ST W Situs City, State, Zip Sec!TownIRange: 29-05N-66W _ Application Status: Finaled Application Date: 03/31/2005 Parcel # (12 digits) 095929000035-R2737686 • Owner Full Name: KEBERLEIN TOM Owner Address: 7710 W 37TH ST#A GREELEY,CO 80634 Owner Phone#: 970.330.5644 Contact Name: KEBERLEIN TOM Contact Address: 7710 W 37TH ST#A GREELEY,CO,80634 Contact Phone# • 970.330.5644 Information above has been Verified in Accela by employee noted below X ef ,t May 05, 2008 Processed by: Date • Report ID: EHS00024v003 Page 1 of 1 Print Date-Time:5/5/2008 11:39:47AM *.. . • WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT •• • 1555 NORTH 17TH AVENUE GREELEY,CO 80631 PHONE(970)304-6415 FAX(970) 304-6411 Finaled Permit#: SP-0500106 Sec/Twn/Rng: 29 05 66 Status: ISSUED Owner: KEBERLEIN TOM Applied: 03/31/2005 Applicant: ICEBERLE1N TOM Issued: 04/26/2005,! Permit Type: RNEW C=Conmercial,R-Residential+NEW,REPair,VauLT Finaled: f QoIOD Parcel#: 0959-29-0-00-035 Location: 7710 W 37TH ST#A GREELEY Legal Description: 17686-A PT NW4 29 5. 66 BEG N4 COR S0D04' W 22 3' 344' rC s ��Install N89D39'W �J Description: HOUSE&SHOP Commercial: Y Residential:Y Acres: 1.75 #of Persons: 6 Basement Plumbing: N #of Bedrooms: 3 Bathrooms-Full: 1 3/4: 0 1/2: 2 Water Public: Y Water Source: CITY OF GREELEY Water Private: N Cistern: N Well: N Well Permit#: Percolation Rate: 16.5 Limiting Zone: 8 ft 0 in Description: o Ground Slope: 0 Dir: Soil Suitable: (Y/N) Y ngineer Design Required: (Y/N) Y In 100 Year Flood Plain: (Y/N) N Minimum Installation Chambers* Septic Tank: 1250 gallons Absorption Trench: 0 square feet or Absorption Bed: 1206 square feet Actual Installatoi Septic Tank: loitai gallons Absorption Trench: ,o3 square feet �� Absorption Bed: square feet /Design Type:(YT Chamber Model 11-1,...4.9 NOTICE UV The issuance of this permit does not imply compliance with other state,county or local regulatory or building requirements,nor shall it act to certify that the subject system will operate in compliance with applicable state,county and local regulations adopted persuant to Article 10,Title 25,CRS as amended,except for the purpose of establishing final approval of installed system for issuance of a local occupancy permit persuant to CRS 1973 25-10-111(2). This permit is non transferable and non refundable. The Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval was contingent upon the final inspection of the completed system by the ld Co 11�� of Public Health and Environ• x ' vironmental Health Specialist 5ate Form:S FlNAL • 61ef a (5,1 / Witt 112.1 -0 UPI ---- eltVA114 2 4 it I\ 1 cr, G • 4i : -D`t a`F a, ra k okays& 4140® de;n T' Two:Rivers Fasting, Inc: t.•. 3310'State Street, = : f . R Evans,CO.80620. ' n •: (91.0)434,409-2.` _ (970)330 125�Faz' • ,: • September 16;-2005. '.r • • : . • - - • .• Environmental,ProtectionServices : - -". Weld County Health Department ' c • . _ . .•- .1535 N.:17T Avenue •• , :Greeley,-CO.:80631 Re:`.` Engineer:QesignedSeptic System: ;. . - - ..• 7710 Tyro Rivers Parkway ' - - - : a..: A.representhtive;fiarra_Twb,RiverS Testing;'Inc. observed the:installation:of the :above:referenced. c system prior:to:coy ering.:.The s9'stem was.installed•in. ' ' accomance:to ttte-engin eered designed•.system-prepared by;Two'Rivers Testing, Int: . . .Please-contact`ine if.you have any.,questionsconcemi this • .4-.. TWO RIVERS r is i iNG,INC. • : . - . ' • �\N\IL'' hdllh '. �' .. . ToinCope..P.E. , - :. `: .. .i6: .; cc Fie 2005-121 ��+ Y :. `. SEP �. 240$ ' gplENta • . w...� f� . • FOR OFFICE USE ONLY ISDS APPLICATION FLOW SHEET : ; Owner. '1/ fir rein , 'Fern Permit n: 0 50010(0 Location:`1`11O .) 374h sk Legal Description: vZq'5"l0r0 Date By Comments Parcel Number Received '3-05 (-S Information Fonn Complete - Authorization Form Received Map Drawing Received 4/ At Flood Plain? Yes/o Site Inspection Date Engineer Design? Yes/No Date Engineer Design Received Customer Notified? Yea/No Date Staff Approval Sent Date Staff Approval Recd Perc Data Entered in Computer 1/..845 rn5 • Date of DOH Approval µ%43c rns. Eng Approval Letter Sent rYl b (Letter,Permit.DON Review) 7• '� Date of Final Inspection q� lalor PSIy . b s Eng Final Inspection Letter Recd tt �V1 Variances Needed?Yes/No Sent Variance Staff Approval Recd.Variance Staff Approval Variance SOH Approval l!y14,-OG Ins Variance BOH Approval Sent g 5— -2 (Variance.BOH Review) cliaatin itional Comments: 4 bl' da3Q H t, ®. "'t utittalists hornlie) tura � . c9 eRoofoets kw?) `� • • , WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 NORT1t 17TH AVENUE - GREELEY,COLORADO 80631 PHONE(970)304-6415 FAX(970)304-6411 Permit#: SP-0500106 Sec/TWn/Rng: 29-05-66 PERMIT Owner: KEBERLEIN TOM Applied:03/31/2005 Applicant: KEBERLEIN TOM Permit Type: RNEW 0 Cmmmwcial,R-Residential + NEW,REPair,VauLT Parcel#: 0959-29-- - Location: 7710 W 37TH ST#A GREELEY Legal Desc: Description: HOUSE&SHOP Commercial: Y Residential:Y Acres: 1.75 #of Persons: 6 Basement Plumbing: N #of Bedrooms: 3 Bathrooms-Full: 1 3/4: 0 1/2: 2 Water Public: Y Water Source: CITY OF GREELEY Water Private: Nii "_ Cistern: N Well: N Well Permit Number: �+ Percolation Rate 1 W t5 Limiting Zone ft in Description %Ground Slope Direction Soil Suitable(Y/N)TES Engineer Design Required(Y/N) S In 100 Year Flood Plain(Y/N) 11.0 Won the applicants Whammies suppuad laad the es-site soil pension's data the fenowag mw®a Stabiles specdlnnew are required: Iptic Tank D J) gallons, Absorption Trench sq ft or Absorption Bed Dao sq fl Chambers: Infiltrator or Hancor Standard or Hi-Capacity,EQ36 or BioDiffuser Trench" Bed _ Infiltrator Quick4 Trench Bed Hancor Narrow(15in)Envirochamber Trench Bed addition,this permit is subject to the foll�ot g a f do tto� d °nditlons: (V h292 ` W �b � �41U' aeneid kn de), y�, b€a► ►E NOTICE This permit is panted temporarily to allow construction to commence. This permit may be revoked or suspended by the Weld County Department of Public Health and Environment for reasons set forth in the Weld Canty Individual Sewage Disposal System Regulations including failure to meet any term or condition imposed thereon during temporary or final approval The issuance of this permit does not constitute assumption by the department or its employees of liability for the failure or inadequacy of the sewage disposal system neatiadanthadatillitalanffingtakit Before issuing final approval of this permit the Weld County Department of Public Health and Fnviromtrat reserves the right to impose additional tams and conditions required to meet our regulations on a motioning basis. Final permit approval is elitistp inspection of the completedi?zwc by the Weld County Department of Public Health and Environment � Fa S PEPARtrt MD Font Environmental Health Specialist Date • DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 17TH AVE GREELELEY, CO 80631631 WEBSITE: www.co.weld.co.us • ADMINISTRATION(970)304-6410 FAX(970)304-6412 O PUBLIC HEALTH EDUCATION AND NURSING(970)304-6420 FAX(970)304-6416 ENVIRONMENTAL HEALTH SERVICES(970)304-6415 COLORADO A TO FAX(970)304-6411 April 26,2005 • Tom Keberlein 7710 West 37th Street#A Greeley,Colorado 80634 RE: Individual Sewage Disposal System Permit No.: SP-0500106 .Location: 7710 West 37th Street,Greeley Dear Mr.Keberlein: • This is to inform you that your Engineer Designed Septic System has been reviewed by the Weld County Board of Health and approved. A copy of the Weld County Board of Health I.S.D.S. Review Form and your LS.D.S.Permit are enclosed. PLEASE NOTE THAT THE SYSTEM MUST BE INSPECTED BY A REPRESENTATIVE OF THIS DEPARTMENT AND BY THE DESIGNING ENGINEER.BEFORE THE SYSTEM•CAN BE APPROVED FOR OPERATION. THE ENGINEER MUST CERTIFY TO THIS DEPARTMENT,IN WRITING.THAT THE SYSTEM HAS BEEN INSTALLED ACCORDING TO HIS/HER SPECIFICATIONS. Should you have any questions regarding your septic system,.please contact this office at your earliest convenience at(970)304-6415. Sincerely, RI:Pam Smith ISDS Program Coordinator • PS/ms cc:Two Rivers Testing,Inc. • WELD COUNTY BOARD OF HEALTH ENGINEER DESIGNED SYSTEM REVIEW PROPERTY OWNER: Tom Keberlein PERMIT NO.: SP-0500106 (Repair) LEGAL DESCRIPTION: PT: SECTION: 29 TOWNSHIP: 5 RANGE: 66 SUBDIVISION: n/a • LOT: BLOCK: FILING: SITE ADDRESS: 7710 W 37th St#A Greeley ACRES: 1.75 FACILITY: Residential 3 Bedroom home and Shop with 5 employees PERC RATE: 16.5 SOIL: Suitable WATER SUPPLY: City of Greeley ' LIMITING ZONE: >8 feet • XXX ENGINEER DESIGN (3.5) EXPERIMENTAL DESIGN (3.14) ENGINEER: Daniel Lambert, Two Rivers Testing ADDRESS: • . ESTIMATED FLOW: 788 G.P.D. PRIMARY TREATMENT: Standard tank CAPACITY: 1250 gallons DISPOSAL METHOD: A• d SIZE: 1206 square feet REQUEST FOR VAR CE: Yes STAFF COMMENTS: The s is adequately sized for the proposed load. STAFF RECOMMENDATION: Approval ENVIRONMENTAL PROTECTION SPECIALIST: Pam Smith REVIEWED BY BOARD: April 26, 20 5 B.O.H. DECISION: APPROVED: • t!lNIN TABLED: • Chairman Weld County Board of Health O:IPAMVSDS\4-2-2.doc • DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N 17TH AVE GREELELEY, C CO 80631 WEBSITE: www.co.weld.co.us ADMINISTRATION (970) 304-6410 FAX(970) 304-6412 O PUBLIC HEALTH EDUCATION AND NURSING (970)304-6420 FAX(970) 304-6416 �T a ENVIRONMENTAL HEALTH SERVICES (970) 304-6415 COLORADO FAX(970)304-6411 • April 26, 2005 • Tom Keberlein •to 7710 West 371°Street#A Greeley, Colorado 80634 RE: Individual Sewage Disposal System Permit No.: SP-0500106 Location: 7710 West 37°i Street, Greeley Dear Mr. Keberlein: : • This is to inform you that your Individual Sewage Disposal System Variance Request has been reviewed and approved with an additional condition as follows: 1. The well shall not be used for human consumption. A copy of the Weld County Board of Health I.S.D.S. Review Form and your I.S.D.S. Permit are • enclosed. • Should you have any questions regarding your septic system, please contact me at your earliest • convenience at 970-304-6415, extension 2211. Sincerely, • • Inca am Smith ISDS Program Coordinator • PS/ms •• • WELD COUNTY BOARD OF HEALTH VARIANCE REQUEST -WELD COUNTY I.S.D.S. REGULATIONS • • PROPERTY OWNER: Tom Keberlein PERMIT NO.: SP-0500106 (Repair) LEGAL DESCRIPTION: PT: SECTION: 29 TOWNSHIP: 5 RANGE: 66 SUBDIVISION: n/a LOT: BLOCK: FILING: SITE ADDRESS: 7710 W 37t St#A Greeley ACRES: 1.75 FACILITY: Residential 3 Bedroom home and Shop with 5 employees PERC RATE: 16.5 SOIL: Suitable WATER SUPPLY: City of Greeley REQUEST FOR VARIANCE: From the 100 foot setback between a well and absorption field to 50 feet STAFF COMMENTS: The lot was created in 1976 as result of RE-200. There were no known issues with the septic system (permit number G19760013 which served an existing house)until the USR-1473 process and the newly built shop was connected to the septic system(both in 2004). There is a 70 foot right of way for 77th Ave which measures to be at the front door of the house(meaning when 77'"Ave is widened the house must be removed). The existing septic system appears to lie in the 70 foot right of way for 77th Ave (aka Two Rivers Parkway). There is a well on the.property(that has not been • • used for several years) and based on all known information, the well was drilled after the septic system was installed and therefore, has never met the 100 foot setback requirement. The property to the north of 37th Street is annexed into the Greeley city limits and the property to the east of 77th Ave is annexed into the Evans city limits. According to the owner,the subject property is slated to be annexed into Evans within the next 5 to 10 years(based on Evans Comprehensive Plan). At that time Two Rivers Parkway will be improved, the house will be removed, and the shop will be connected to Evans sewer. STAFF RECOMMENDATION: Approval ENVIRONMENTAL PROTECTION SPECIALIST: Pam Smith REVIEWED BY BOARD: April , ,2005 B.O.H. DECISION: APPROVED: DENIED: TABLED: e • . a-w-Taactike0 Chairman Weld County Board of Health • 101 a ..-Yhalf a Pi- • Sent By: Kimberline Construction; 970 330 4888; Apr-8-05 13:00; • Page 2/2 ='Fn -. :;+ny ice^ vLti - 'M:•�-` _ .. Apdt.B.'t009: 1sfsgraoif:. _ . • • •.. :.:�. :.a :I-- -7-1— 1,. .--1--17:. 1 1i11'R1OOCse ilik- __ "r - w ...y�y�,.f� . u...- ' filer;' ,r�ubtte located Iq0.1 .J _ 1:::.. .t.::.;./....:".......' 1• � � :. _ - - y : ............ Vito lea .... ... . .. • WELD COUNTY DEPARTMENT OF PUBLIC'HEALTH&ENVIRONMENT 1555 NORTH 17TH AVENUE,GREELEY,CO 80631 PHONE: (970)304-6415 FAX:(970)304-6411 SITE: WWW.CO.WELD.CO.US • ' APPLICATION/RECEIPT • Initials: MS Permit Number: SP-0500106 Receipt Number HAP-05108 03-31-2005 Amount: $450.00 Payment Method: Check Notation: 08946 Owner Name: KEBERLEIN TOM Applicant Name: KEBERLEIN TOM Parcel Number. 095929 J nation: 7710 W 37TH ST#A GREELEY Account Code Description Amount 2560-41400-4221-4203 New Septic Permit $400.00 2560-41400-4221-4203 Repair Septic Permit $0.00 256041400-4221-4203 Vault Permit $0.00 2560-41400-42214203 Variance Request $50.00 • Description: HOUSE&SHOP Commercial: (Y/N) Y Residential: (Y/N) Y Acres: 1.75 Number of Persons: 6 Basement Plumbing: (Y/N) N Number of Bedrooms: 3 Bathrooms: Full- 1 3/4: 0 1/2: 2 • Rater Public: (Y/N) Y Water Supply: CITY OF GREELEY S Private:(Y/N) N Cistern: (Y/N)N Well: (Y/N) N Well Permit Number 78Ms NC t�0I Olnais A permit fa,asset by separate ordinance of the Board of Weld County Conamaionera,shall be required of applicants for new individual sewage disposal systems(ISDS),payable at time of application. If both a building permit and an ISDS are issued for the same property and construction is not commenced prior to the expiration date of the building permit, the ISDS permit shall expire at the ire time a the building permit it If an ISDS permit is issued for a property that does not require a building permit,the ISDS permit shall expire one year after its issuance if construction on the septic systan has not commenced. Any change in plans or specifications after the permit ha been issued invalidates the permit onlea approval is secured from the Health Officer or his/her designated agent Expired permits can be renewed by payment of the permit fee only if A.Thera he been no change in the plans and specifications of the proposed system as set out in the original application or such change is reviewed and approved by a Division Representative. B.The surrounding land,its use or zoning has not changed sows-to cause the original application not to be acceptable under these regulations. MOB The completeness of this application is conditional upon Anther na datory and additional tests and reports as may be required by the Weld County Department of Public Health and Environment(WCDPHE).The issuance of the permit is subject to such tents and conditions as deemed necessary to insure coniplimoe with rules and regulations adopted under article 10 title 25,CRS as amended.The applicant certifies that the proposed system will not be located within 400 fret of a camamity sewage system The undersigned certifies that all statements made,infestation and reports submitted herewith at,or will be,represented to be true and correct to the best of his/her knowledge and are designed to be relied on by the WCDPHE for evaluation for purposes of issuing the permit applied for herein.Applicant further understands that falsification or misrepresentation nay result in the denial of the application or revocation of any permit granted,and in legal action of perjury as provided by law. - xte er/Applicant Date Form:RT_HAPP • • 'i • SEPTIC INFORMATION FORM rLt‘ : . 41 If` • To obtain an I.S.D.S. permit, 'one must file an "Application for Individual Sewage T'CI I Disposal System" at the Weld County Environmental Protection Services office, eO and pay the application fee. A"repair fee shall be charged for the expansion, COLORADO replacement, or repair of an existing system. The following information must be provided on the septic information form: PARCEL NO.: ©� ,fOd3� THIS CAN BE OBTAINED FROM THE ASSESSOR'S OFFI 0ra (9 0) 353-3845 EXT 3650"- " / 1 4) PROPERTY OWNER en • MAILING ADDRESS 77/O a7 3/ 6 #ITY arted5,, ST/O ZIP eases/ HOME PHONE701 330-iZV!/ WORK PHONE9aY 0-Silo t FAXV7d 3.30-/6`( APPLICANT NAME 7 err Elated/.. MAILING ADDRESS V/O 4../ _₹7r'o i1 CITY ar.rd; ST(B ZIP,( 'Iy HOME PHONEWaa-3 %vv WORK PHON 44 .3I0-YGGrFAX -330 -5S LEGAL DESCRIPTION PT PT SECen TWN ,S RNG (Z. ACRES 4 AC SUBDIVISION Fs2aD liA -j LOT__4_BLOCK FILING •SCRIPTION OF BUIL ING (ex: House, Mobile Home, Modular, Shop, Office)LV.ti,i.- C dirt SITE/LOCATION ADDRESS 77/0 (7 3 T 31 -454.,..", DIRECTIONS TO SITE$y 3% A GS 7 S. /o At's? /,J h 77/O NEW PERMIT '-'\ REPAIR PERMIT , ' VAULT PERMIT $3$ i400.03 $3* 410)00 $150 IF OBTAINING A REPAIR PERMIT, PLEASE LIST PREVIOUS OWNERS OF THIS PROPERTY: FLOOD PLAIN YES �O CENSUS TRACT 4.0 COMMERCIA E / O 'l RESIDENTIAL YE / NO NUMBER OF PERSONS / che?) BASEMENT PLUMBING YES NO NUMBER OF BEDROOMS 3 BATHROOMS: FULL_ 3/- 1/2 eR WATER SUPPLY: PUBLIC NO NAME C,Aj • a...4t PRIVATE YES / O CISTERN Y NO WELL YES / •O WELL PERMIT# PERC HOLES MARKED FOR INSPECTION BY SPECIALIST E •/ NO IIP PLEASE DRAW A MAP TO YOUR PROPERTY. • icy kfilf I Will _t 1-0u_ 0.0 !-=Y Zz— .00'Eld ui 0 1 M2011,,AOS A,------ . 2a 00 13M �i uo I m N K ta*- I IL =o0 z (Dint' z was nAu .00t6I p 0<i M.10.a.lOS - - - Z — u pzc O 7d- 0u P . a pi—u Q >- w<0 F- ¢ 3 4 EMU u of > i WzC CC 0 ' W02 Qya O • 0 ' Z O N ` V Mck 89 LL zg1 C `O 1 1--- Z j,• ., W a0 i V I V r� LI 't - I Z z o � � 14- I p 0 $ I tN z I — O r UHT) tin i0 ' U '-o I tn ' Z wC Iw Z 0 u i CC Z rC I � 5 iiiN[ 3N n. I. V I o� V I n- d le —4 re ' %W CC o' ` of6 4 Sent By: Kimberline Construction; 970 330 4888; Apr-25-05 18:51 ; Page 1/1 04-25-7203 12:5OnM FROM Two Rivera Testing TO 3300266 r.ui • ;4G�73716Shwt. 'y4' •; . ` : '$.sus,pQ iYs1A. i • '�..±;� , •:::- . :� , '. .. (yap)339-�09�t .. ,�. 1 -: '"-*-.....•': (97 ki„fi 474iF • = d.-Croces► n • : • ; ''')§0 007 '•Avenue.. .. • . f • , - .. ' • . Oni Y,:o 6x631 . •: • . - . . r tendp!n tb'En{pseer•.0!�ne°Septic - • • is .. ' ' FMK -Oroeleq,tobiarpo +• . • :ttt .1 m t the !Se* dad March - ;.. '1.11!$05.".=, • - . • ti • • and on? ' 'i'neur' utN !`tvro•al edit•tanks,•0b6 1r OS:shop'struclur� ' • •''-I. ° t• of 1,000.0oAdna-ssdi. It is our • •;>SPOON* ':! ^. ' of the Weld • • • .. •'LlidaritLhiling, :blood on 's . °. vrl6i ai: :'. . CouniKt: . espitnient. that tthe• :s ui• r 1erripo rilY +e r! Mnughs oil'the::Iot.•'At`the • j et'the'!wNd .County Hea•lth . - • • .:� 1Mldendal:.:. �tank.v+ilh a. .� . ininkstrn is ,thy.:diai9n 0"sdlrig. • �falPire - the dskr te. ` .. iWnh+li.�F+!9ae�Y?t (;2b0'q�ilons:• the - :isispgp falkira_du•e to:oblbuoCaha trim•both ikii arid.is a risk the.- . $ a wsLine. ' I:.. . .: iQy units. sd9 • ` • • ' :The' hder•Ofm° design using p rpa yetion of# atiltlalo• • . . 1 ' S C 1e9 thS matter . t ' tfIMG,' j I. , . , . • I . • • .Dsirilel • , . F':!-.':" ::- .., v • • : Sion E i IoetaarNet!CswlalncdPry.': . :. . e. : :-rani:Isebiflii;i •-., •20M-fzr ' • T' •:•- ' Two Rivers Testing,:Ii c::: . ' :. . - . . ` . : . -- ' 1601.37th Street. • . . R Evans,CO 80620 T .(970).33.9-4092 970 339-47621&x March 1:1•;:2005 Ms.;Pam.Smitfi` , Environme ntal,Protection Services::: • " • . ' -. Weld Couny t 'Health,Department.: _ :?555)41: "17h.Avenua.: - .. " - •t,Greeley,-.CO 80631:' _ _ - Re; ; • Engineer Designed-Septic-System . • L:'..., • - .• ' _Keberlein Construction. . 7710 Two Rivers Parkw Gay - reeley; Colorado i; Dear:Ms.`Smith • -' `' 'Cl :a - Jr:: . . •.:_Please find.enclosed ;an :engineered••design"system lee; an. Individual:Sewage. . ; Disposal System (ISDS}for.the above'referenced:site: 'A-representative•of Two Rivers Testing, Inc: performed percolation testsfor.the above referenced.site'on •.: .? February:22,'2005.. The.percolation'rate:was found to be':; -minutes per::inch.1`_i: .:::• •.'' r.`.-„�'• See attached:report. .:Trie system'is:being designed for a commercial;endeavor .`• • and a :single family'residence,..the?efore:.an:engineered'design septic.•system is i required: ; "-' Tfie"System has'been,sized'for:a three bedroom,residence and an office-facility .. ' :With•:e-•maximum -of;.5' daytime,employees:•',The-•individual-Sewage'.Disposal.':. • System was designed•to-use • 1:000-gallon,two-compartment septic tanks and } : • .an•effectiveabsorption,bed' 03 ' •uare-feet usinga".minimuin.of39lnfltritoi8) Units_' It is our opinion the-proposed system 0an•hansile the flow,.':See ericfosed- ^. •. -•. - calculations, . • - ', '•the following criteria trust be•met:•The existing landscaping within the Proposed:.-. - - - bed area should :.be :removed.. :; If' tree roots -are removed-, the resulting . • -excavations.shall,be•filled with on-site:and/or imported soil material'meeting the: - percolation rate" of 10,�to .15.•minutes per' inch.• .•.The:infiltrators can:then ;be-:' .` • .' - - ' . ':installed"as a bed„as;shown on the enclosed plans: : 'The .system. is. to 'be:. - • ' covered with-a.minm:1 imu2-inches of:on-site soil:- -Topsoil should be replaced . '. - • •: approximately six inches to one foot:over the on-site soil:-- : - . • - - 1 µ 7' M ^PamSmithi.: • - s: " .;:': =▪ ` Wiz° ::: ' t, ` - 'F 't.$ v' =:The:'abso Lion:tied:.uvill:te: onstrgcted with:M=1U'InfiltratorS'units install {n: •1.�;•..: . •,: - • accordance.• 1-,9,-.the,:manufacturers:recommendations.•�:I ed--"'sy•stem,'i ;to.'extend ;;: : :.;' y o;i, _ >''`;:` "'beneath the l • ewa , H;2Q lnfiltratoi :units;shalF;b• p used:"'Kmnirrium iQ =J, • feet and.a=maximum of 3,feet otifill.riiatM.-; -'lf then;be;placed'overfthe units•.'.::' .-:; •.; - is,lnot"antici a--, b. !cif ne- ed''stipUUld;bie.'_constructed`df: - �� ;�• ie � y`'A�'liftstation,and pump a P. _ . . 4t. _,, ei}..,. �.... 'L;?�. ..,,.:_e„.:,...:-,:',...r . :rconcret7.e_ nti inlaced down gm rent of.tl e:septietarilc::• _' • : •,,-,••• >;_;-0: Ic ,4":,'• • i`ned_SA` tern was-desi" nedan.accordance"t';./...r WeldCo'un. ,; ,'EfThe,C.ngrneerre,tUesg. - f!s,. ,g , _ ..r` „�:.'In''''ai inee cage.Disposal,systerr'F ,,,•-t-:•:•••.:aflQns: The`4 im•er':will ave to•mee.•:,* ':: .3.... '_the aired' distanr criteria las shown' in"Tabl' 4 ' .'the' lndiyfdual;Sew9ge •"` Drs salSystern'Gtiide=forwe•ld';Coun en6tpsec�,:▪ .= _: r' .••-•:,--,;.•••••.)/,c,•:-.!. ....-:;,-..,. ..,. - a5 --' y a 'r•' , .1 hd eyo r•De 'rtmbnf"willLvie_ w tC e-desi n favorably andissne`a'peimit ' - %'. :Since Y;:'.�`�= 4� _ :�• •,�•..::.� • "•t =I�::5a,:': : ;1.• ,� .ih ':.. ?.... "+- .:err ;.c' RIVERS• 'ES71N6r sIN �s ,;::'';�'.t r`' Rail: t kpitfr � - ti s.- ▪ i.aY rl.i r�p ;Ji. 1 1 c ''�� "�'>�� Daniel' ;l_aitibeit, P:E� ' s ;i 'a . cc` •Tom �(eberlie"n=Keberiieo•Construction': - t.:•-s:. 200.4.121 • • y} ' :{- _ -':r . -t- •.,--•,7...;',:- 1'13:'.. :.k' • ▪ :'.: 5, : :� ..F.:;�% ,R - '` 1, - • NOTE INSTALL( ,SYSTEM IS7TO EX1E UN 6 WAY)IN IS TO ACCORDANCE D UNDER O MANUFACTURER W ACCORDANCE TO MANUFACTURER RECOYYENDARCMS. 1.000 Gallon Septic Tanks 44 Residence Flow MIN. , a voa A ro—lam A n Sho �Flow . �� oi 5' A' IN Distribution _ 70.5' YIN. - Box PLAN �I �� NTS Va I EW • Sr nr wr g rw 1r Ir as USN we SO weel iledides learirlakiN .47 IRIS lad ea%u& i/►�,..iu JEari.� SEPTIC TANK A—A' Nis NTS 2005I29SEP I INDIVIDUAL SEWAGE DISPOSAL SYSTEM 7710 TWO RIVERS PARKWAY GREELEY, COLORADO J DATE: 3/11 /2005 SCALE: TWO RIVERS TESTING, INC. PROJ. NO: 2005-121 N.T.S. . 1601 37TH STREET EVANS. COLORADO 80620 DRAWN BY: D.R.L. SHEET 1 (970) 339-4092 CHECKED BY: T.M.C. OF 1 J - • • • CALCULATIONS INDIVIDUAL SEWAGE DISPOSAL SYSTEM 7710 Two Rivers Parkway ESTIMATED FLOW 3 Bedrooms @ 2 people/Bedroom = 6 6 People @ 75 gpd/Person = 450 • gpd Maximum Daily Flow (Residence) =450 gpd * 150% = 675 gpd 5 Office Workers @ 15 gpd/Worker = 75 gpd Maximum Daily Flow (Office)= 75 gpd * 150% = 112.5 gpd Maximum Daily Flow Total=675 gpd+ 112.5 gpd = 787.5 gpd • SEPTIC TANK (675 gal/day)(30 hr Required Detention time) = 843.8 gallons (112.5 gal/dayx30 hr Required Detention time)= 140.6 gallons USE: 1,000 Gallon Tanks ABSORPTION BED A =O 'lt * 1.3 Q = 787.5gpd 3.5 t = 17 min./inch A=(787.5 gpd) X117 . 1.3 3.5 A= 1,206 square feet minimum INFILTRATOR®CHAMBER EVALUATION Reduce area by 50% Aid=603.0 sq.ft. Affective Area/Infiltrator®Chamber= 15.5 sq. ft ✓ Infiltrator®Chambers required: 603.0 so. ft 39 'ts(min) • 15.5 sq. ft/unit USE: 4 chambers wide x 10 chambers long r . T . Two.Rivers`Testing;hnc •1601'37tti 5ireet - .- .. f R • r- :-Evans,t.0.80620 • (970)339-4092' r 970 339-4762 Faa TABLE NO. .'1:. `` '' a: :; :;PEHe'C•O•LATION DATA'SUMMAR. ' ` ' fiOR Proposed;Individual,Sewage-Dispoaal System ` ': 7710,TwoRiverp Parkwa•y :Greeley, Colorado• ' • 1, y. ! N Percola • #?eGeolaion:. :.gore . t;. Rate.- - - ,••‘. ` -'(rninfinch)•-• t Design Petcolabon-Rate 17 Minutes/(nch ( >: 't • - s .: , a Y O_ Q `� O_ SHOP RESIDENCE J CC Lil O P6 O -P5 P4 FEr. I t� O 24.2�24P 53' SOUTHERN PROPERTY LINE (S., • ® APPROXIMATE TEST BORING LOCATION / 20051215P i TEST BORING LOCATION DIAGRAM 7710 TWO RIVERS PARKWAY GREELEY, COLORADO 1 DATE: 2/22/2005 SCALE: TWO RIVERS TESTING, INC. �rs�no nano......na..... PROJ. NO: 2005-121 1 50' 1601 37th STREET EVENS, COLORADO 80620 _ DRAWN BY: DRL SHEET 1 (970) 339-4092 CHECKED BY: TMC OF 1 2 • • LOG OF PROFILE TEST BORING • ' Client: Keberlien Construction Project: Proposed Septic System SSite:7710 Two Rivers Parkway-Greeley,CO Project No. 2005-121 • 8 0& g ■ • Description _ o 1 a o 8 vQQ, c• u a¢ U - is a a Q c t E _ 8 s a S w ' g a 1 w' hm ice drl g a zR gw 1 TOPSOILAANDSCAPING 0 ^� SANDY SILT 1 Tan,brown 2 SILTY SAND 3 „ti Brown,tan4 : f.: - 5 •Intermittent Sandy Silt "•'%¢s> Lenses 6 OE oL:r 7 'icy} : 8 ;;a ;; QLAYEY SAND 9 Tan,brown 10 04 BOTTOM OF BORING • • The stratification lines represent the approximate boundary lines between son and rock types.Instil,the transition may be gradual. ater Observations, ft Boring Started: 2/21/2005 WL DRY WD T.R.T. Boring Complete:2J21/2005 WL DRY AB Logged By: DRL Water Checked 2/22/2005 Two Rivers Testing, Inc. proved By: TMC -• •. • t . • err• APPENDIX 30-B • MINIMUM RORIZONTAL DISTANCES IN FEET BETWEEN COMPONENTS OF A SEWAGE DISPOSAL SYSTEM AND PERTINENT GROUND FEATURES Uni mad Subsurface Sand Fitter Septic in Soil with Absorption Tamils, a Field TYeatmtatt Percolation Seepage Plana or Unlined or Rate • Bed Sand Septic Privy Lined Lined Partially Limed Slower. Filter Tank Vault Ewvpotnmspiretiom Subsurface Evapotranspiration than 60 -..Trend+. Building EBluat or or Lined Sand Syriac NS:ta per . Privy.Slit Sewer Line Vault Stabilization Pond Filter Stabilization Ponds itch Tmn<h(1) Springs, Wells a Suction Lines 50 50 50 60 60 100 100 100 Potable Water . Supply Lines 10 10 10 10 10 25 25 25 Cisterns 25 25 25 25 25 25 25 25 — Dwelling or Occupied Building 0 S a 15 15 15 15 15 Property Lines 0 10 b 10 10 10 10 10 10 Subsoil • Drains 10 c 10 c 10 10 10 25 25 25 • Lakes and Ponds 50 c 50 c 25 25 f 25 f 25 25 100 lntamittent Streams(4 Streams or Watercourses, htigaum Ditch(f)(g) 50 c 50 c 25 100 f 100 f 100 100 100 h Swale or • Gully(e) 10c 10c 10 10 10 15 15 25 Note:The minimum distance shown above shall be maintained between the system components and the ground features described. Where geological a other conditions warrant,greater distances may be required. a. Components which are not watertight should no extent into anticipated root systems of nearby trees. Distance shown shall not apply to treatment plant. b. Distance shown shall not apply where effluent discharge is not required to be contained on the premises of origin. c. Crossings may be permitted where pipelines are constructed of sufficient strength to contain flows under pressure. d. Waterway or stream is defined as a feature which drains a watershed greater than one(1)square mile. e. Swale or gully is a narrow ravine or shallow depression which carries water after a period of precipitation to include snow runoff and has limited water sources and a drainage basin of one(1)square mile a less. f. The Department may allow a lesser distance for fully lined systems in instances where the flood zone is not a factor for consideration. g. The Department may allow lesser distances which meet State guidelines where irrigation ditch laterals not serving as public water sources and where such lesser distances would not cause pollution a be detrimental to the septic system. • h. Add eight(8)feet additional distance for each 100 gpd of design flow over 1,600 gpd. i. The setback for a slit trench shall be fifty(50)fret. Appx 30-3 _% WELD COUKa 8 eikALli- Lf .. a _= T Ili 000 1516.:4--,_ft$ R. 6 n Greelsry, Cokrgsfp;:';. PERMIT Na_J _- ---' SR. Jr`J :d.,s • App!{c'5QBE.c for ,rcLZ,Z,t. ta ! rE t.7-‘ .6t:':1,.1 r*_ , nr ^� �..' , ;:2?n. 4// • ;z + s Y % Rdf"----'.-1,,t1 i:ere<ft) �i .... _ _'� 1 n' ;CIA i c er.- - i .� N R .,. I , v is aF, of Lot ,--_,1 r..'..•"i 4�-�:'Y/� yil> 4 at ...,:z1 n h.'� Y New Har c Elfi_ a c_-: : !1A ' :I.zr iris ! n r f., ts-1-t, , ..-, ! 0 /7 . , RO I r- T 1 q� 6.1 /' 1 A t _ / an 1 sq rt Sepik 4q - ,•• T . Iai 54t Spec; - t 1. ttCkeSY 4 !.. fl • J ... _ --..r it. a z.._.. _ I _ . . y .A +4. -....t This Pe - _. - - _ - _ . ._ __- -rt _-_/ / ♦ ..:_.r6• / - : a : { .. i [� ( r - - �p. �_... ...e. --j�.. =--4 .,-----1.-";770%.7?M. _.. -.-....ter .. - I0ote1 I9 um)411 .p,. - - . _1 ,- , . kece;Fi -_ _- i Rfs II. • 4:::-:,•;;;,.nl:l i_.I 4 0— .. .. --r- r. ... ...... „. .•,,, • :? . ., _ . . x b: , . _. ( 7.1 :. . ..: I.. . .. . .. . (_37-_- . . . • . _ :i:,:' i .jam :i .._'. ;:-7'r.1::y:.0 •icy. '3..,... • •, ,.))). .,. • ,' a. - J, 15 :...,.41...;....;:,..;;A:.- ' S • 2 I \)( l 2' call4 • 0 . • Q5t1 • IN v j G • q f' t ` lit ` 114 •• • �'• : ,:. j r Page 1 of 1 • Pam Smith • To: Shed Lockman; Charlotte Davis Cc: Trevor Jiricek Subject: USR-1473 septic system Sheri and Char, I made an inspection of the property to observe the septic system on 12/9/04. The USR application states that «.- ^ , ^^ _•:,!k^!meri ns an office and the system which currently serves the house wilt serve the office •- • ...•: rl f'eund two deanouts, one near the propane tank near the house, and r A-- p k; ;ra_vitig trouble approximating the septic tank/leachfield _. _. .. .--. ... .��=puu!!1-Jt. -.•VOri IIG. .nvu14•. vuC u uvnucu 1110 I with the aDSorptio l nela iylil99 in e •-°•-•••••••_•^°_-•• -3 S :-.1,15Tern couio cause me accelerate° _ -a ___u_ _.._.__ _s_ _ _._�-!a.�_:_a.— !•d Mi......... • u rang.•uw our yuww.w, w............... • 12/10/2004 • Page 1of1 Pam Smith - • From: Pam Smith Sent: Tuesday,December 21,2004 10:01 AM To: Sheri Lockman; Charlotte Davis Subject: Septic system inspection for USR-1473 Sheri and Char, This is a follow up to the email I sent December 10, 2004 regarding VW--. " have not heard from either the applicant or his representative mr.,r :. ' inspection. Until further information is received I cannot apt - , . ,xi the property. Nam m�ram Coordinator ,::runty Health Department -L fax 970-304-6411 • • • 12/21/2004 • Scanning Cover Shoot for Septic;s �Ps u'z- • . -s: s Spa Stet 7710 W 37TH ST W • Situ*City) State,Zip • - _ .. ._ _}� _ R... - - ..czar �-rS _. --- jr.? t App!k n !_1=tp: 03/11/1996 Parse! # 095929.000035-R2737886 2737686 • Ft!!! Qef.,., sAMil P2ELL LARRY r. :a. v .H S 1.• • �REELEY,CO 80631 =St:h.greirle: Processed by: Date • Ftt.n-:..y 77 47_ -7 7 -1' 3 Pt-Ja> 4 1 Pru+r JJkit f jj i,�. .•.:.r�.�..0 • ..► s..,iry 'rnnn _ -n o9 5 9a96000 S5• - -1 oreyAr Old 7I envii : DATLRW LD:CV / ft di RSCEMD BY: [hS o \ ewv` d1D: • INDIVIDUAL SEWAGE fl nTlee ,T SYSTEM EVALUATION ., f I!1 n 91)Kld4s I IR M.17S'Atli IN* I I ltd - Ie ! i 1 `. \'7" felfro PIP.II /O) floc i Win., —.t,__ -_. run CAN RR f)RT4T an!DAM TRW A Ctf7tflDiC AFRPI'R IT 1.10%IC1-1S44 RxT IAACAN nn esaVer filet,at,MIT".s _ ..I .,... ft ,. ntrTea-TD_ Ms_} 7, h-- G-'r' C4.1 Cm f STATE A DOT Trebling A)uTT7• f ••s ISAA i Ir_• as.... '.I1 U._ -FM*ei►T"TflTHTP•tcflel "AA" - .`.,) '1 APDT Tr'Alen AT1T1TIOCC• it, -. . --/ 14-40- a Krn .•n""_ r,n Qr (1i let LECUAL DESc'KwPr1ON: PT: if: SEC: 299 TWN: 5 KNCi: Co Cr • n .........SAS...,...r... a 4 rr A "{i , # .r.+c,R.r t y ..l..l..il., - (RTCTTNAT.OWNRR OF SRFTT CYSTP.M. (r.0 fu L'e n net-12Y 7 Pl .. a...,,.1•»'1 :V il: v • - c1VDa i Seal ( 11RRRN"1' Fi 1)W - - AT)1)1T1fMIN PRINK NKi)"tin Al !Rani!Wthe r_Oa-Rae'Sei % ^ / 1 I.W rt.( A.,.1 _, •-- _.. • IfM./bW V..wI/, fl1</.N • —ipWVC¢-E lark 111W4.4.134J4 D/ti1GIgC4\1 r1.u1nalnv: __ _.._L.___-- -_- — I X•-'v e-v`"':,{`'e�.y )e��.v u-w.rvpt 4unsTTADTT ITV`9t%TiitAD7►TDDAD Tar 4LAVDDDADDDw 'MAW n?tl/¢tasecs€ a- 3p 04-04-)i; K • "(JCLIi•Y Ise--cL*& 'V � :s ��T=r ,..- U<)( 1(1Mt>- vt /'" '�'" rte-eq!•-�� V C5 W og r �( " `" I _ 11/24/04 09:17 •FAX 970 904 6498 • WELD PLANNING ®001 f • • • • Vat. woe FAX TRANSMISSION nnaTWIN • WPM.CW64 DEPARTMENT OF PLANNING SERVICES • Pnone:ifs -333-6100,ext.3540 _ To: Oat. 13,,vcni Date: e20 • Far 2 In Pages:7 Including cover Phone: From: • Subject • COMMENTS: einta.-4.ainiviVivak zit.tetiAz115/2-N7.3: o-ed_ yeut as a .4' 1 • / 700,-earaikla-407 If you need any further information,please feel free to contact me at the above telephone number. O3NlmPM7AI, The famande is inemdcd only inside of die individual a mute a flick it is*red aid env a iWm fMamatlon eat is Muria oaMeendal.sN aranyittlamdissinswomatermelleablelass,Elbe teem Of this heard'4 netdetamded/wipes nor dmemmployveaeams ta.omiile 9r dooming the 4taiSN a the Sendai rWplgc,you an here eoli6ad that ng dmerdnatftm,dbhibodon,a"oPymei uNdo aeammalim ie*idly pnd iiitd. !fyeu have reed dda owmanleaean hi arts,$maa nodfy us immediately by telephone and muro the af{Ial map to a at the above adding via&US.Postal Service. Ihmx you • 11/24/04 09:17 FAX 970 304 8498 WELD PLANNING ®002 • • North Star ek4, design. inc. November 16,2004 Tom 1Ceberlein • Keberlain Construction 2990 2O Avenue Greeley,CO 80638 Mr.lt.eberlein: This letter is in response to your request to evaluate an existing septic system at the southwest comer of Weld County Road 54 and Weld County Road 27.5 (7710 West 37ie Street). The septic system is curtly saving a residential structure that will be converted to office use. This evaluation is based on the assumption that the septic system' residential including a bathroom, kitchen sink, dishwasher and washing machine. Thm load for the future office use was then calculated using standard office inciudia_ • The physical condition of the existing septic tank stvi leqrk ` 1_' _- `, County on September 16,2003 and the resultf Arne 6, 2003. The physical condition of the exiaar Slut ael Petri h, :E. • • • 700 Automation Drive, Unit i Wlndeor. Colorado 8O58O 97O-686-6939 Phone . 87O-886-1188 Fax x003 WELD PLANNING " 11/46/06 09:18 FAX 970 306 8198 _ pi :y:; • a • • r:gii?2 • .(1.4 \10 al... t 10701301E 0!t z lelaiL7IM issillitt 0lifirc ADGo, i+SO O, - - _ Rea r rwerfo mtentta_q b WIVIER₹W4 win,is.:x sssn �AIIIlf91991Me1 nn rt i ..s..Y. Lass nantariat. . s . is ...apodbrne ~fan .....-.a ..r.... 0 ea". .... WRIO a11104191.21121190Usit z� 1lr? : ! Ms 1 ,itaG . i TO loo ear asastNWs taws sad tY9»araea rears assume was ass or ones 1 disposal aysta. !or as asisetaa irsillosa Oats= s0Ia -.-_. ,I+I► " Mateam.a ile-Er of gat, se. . in Ye,a . y T • : F ... rera......r -..-•v.ev. m• ✓xa.a & e• 4d.i HMn YA.' 1.k.KY � R4 MCA 4¢.W. +eW1,M1.Y.5� B i • I Polottolotoot V I t95=t saws s I Q rapt riser iri aYlasit. DST trot! i.i 99017 t.O.a t ls_ ., i. 0. 1 tab OIraitt=, „ Miss LraekSala 0isst - l t ® +�+wn.r.r• o .w .M.1.sw..rt .prat—. j.. �.e+ 9M, a _ r � wo .s.. bletwspe*I ` I ..i4aal..►YaaMfla Sal WW1 e.iIP.rltei.. JW.in. %.i1..6 • . 4 a 1 rai 0,0 shit _ C t• 6 Wadi p� • riot . F,Cr tbs t y reaty et i 1• err et &tII' vies' tr,- _77,mss•.._- sass _. _. 11$01.Sy to Os on s! !As On pentairt W. irpv. i ', •_ _ . Mr E tasiwp a lass w 9 s tows pspsstp is ossraion with sitertWe its .aasinsi a es is noway or is Oa aspect. . . t ,—_. as st 4..s cease... -d4---,,,44^4,,,,,. ell'I'- _ ...w... rj, _.. au a .. e�.� :".!7!",!"'$ t Ai. q'a.Ovas .a- cis "walla a tri as s amass ow in:stogie=stogie Y ,.:�`,-, s .•Sete Ds! irsatif.7' at t11t wars apply at tie Us S isle s tars. -Hein souse . _..rnpe,e?.-.-P-, -M Ales4 ntem-, 4+ A fit.% e;w+if,,Fe an ax.f.m.,.,-...njF +vs,+. n& —.we,• e I ' -sinew ee• save... sass. 1 .J ttaa.att • •_ DEPARTMENT OF PUBLIC HEALTH&ENVIRONMENT • 1555 N. 17"4 AVENUE GREELEY COLORADO 80631 rtitV V/EBSITE: www.co.weld.co.us ADMINISTRATION(970)304-6410 PUBLIC HEALTH EDUCATION&NURSING(970)304-6420 •�� FAX(970)304-6416 ENVIRONMENTAL HEALTH SERVICES(970)3046415 FAX(970)304-6411 COLORADO SEPTIC LOAN APPROVAL CLOSING DATE: 10-17-03 REQUEST NO. : 03-039 NEW LOAN DATE RECEIVED: 9-11-03 FEE: 100.00ms TO WHOM IT NAY CONCERN: Review and inspection report regarding water and the sewage disposal system for an existing dwelling: Mail To: Owner No. : (H) Owner No. : (W) Realtor No. : 970-518-5046 Pax To: • Fax No. : Pick Up: John Donley INFORMATION: Address: 7710 West 37ib Street, Greeley Age of Septic: 1976 Legal: PT: PT: SEC: 29 TWN: 5 N RNG: 66 W Subdivision: LOT. BLX: FLG: Property Owner: The Estate of Charles McKay Original Owner: Eammerzell, Larry Tank Pumped on: 6-6-03 By: Sue N Up Licensed:Yes XX No_ PERMIT ON RECORD: Name: Xammerzell, Larry Permit No. : G19760013 S.O-E. : No • Bathrooms: 1 Bedrooms: 3 Total Acres: 1.51 Date of Final Inspection: 10-19-76 Water Supply: City of Greeley Well Permit No. : N/A Tank Capacity: 1250 gallons Leachfisld Size: 936 Square Feet n INSPECTION FINDINGS: Date of Inspection: September 16, 2003 SOIL CONDITIONS: Dry XX Saturated Snow-covered RESIDENCE: Occupied XX Vacant SEWAGE DISPOSAL SYSTEK: Satisfactory XX Other BACTERIOLOGICAL WATER TEST: Acceptable XX Other : 4 DATE: g. 1 • C1) BIGNATDREC cED Envi nme al Health Specialist Neither the County of Weld, nor any of its agents or employees undertake or assume any , E,.ail(ty to the owner of the above property, to any purchaser of the above-property or to lending agency making a loan on the above property in connection with either its examination of the property or in the report. This inspection was conducted solely for the purpose of detecting health hazards observable at the time of inspection, and does not constitute a warranty that the system is without flaw or that it will continue to function in the future. Inspections requested during periods of snow cover and high soil saturation may be of questionable value to potential buyers due to adverse conditions. Water sample reports reflect the bacteriological quality of the water supply at the time the sample was taken. Evaluations based on Statements of Existina (S.o.B.1 relies on information the Property owner provides, under oatn, indicating current status of the system and representing to the best •or his/ner xnowiedgs the system is not sailing to function properly. ` . r _ • - SEPTIC LOAN EVALUATION - ei 6 (� SPECIALIST INSTRUCTIONS: hDc COLORADO y . INFORMATION NEEDED: CLOSING DATE: IU-19-10.3 REQUEST NO. : 0 - 3 FAX FEE($2.00) : - DATE RECEIVED/SEC: — — =r LO- ` REFINANCE FEE $90.00/105.00 5 T^_ WHOM IT MAY CONCERN: Review and inspection report regarding water and the sewage disposal c--scem for an existing dwelling: Mail To: Owner No. : �j(H) Owner No. : 4lU FAA- 5 14(# Realtbr No. . Fax To: Fax No. : Pick Up: CTf V e flf,n `ey EC , /1A r. INFORMATION: Address: 1-1I 1') . 3q* 0 S ,-(nreeley Age of Septic: ell Legal: PT: PT: S : e2 9 Y -TWN: N RNG: W . Subdivision: - ( : LOT: ELK:� FLG: + Property Owner:—The ¢s+rrMent n-Adec Mr VA original owner: lsier9ip KOm`'r 2Vi' Tank Pumped on: "�• �licensed: 3�' �P t� t�-n3(�'� Ey:t1s(.).c t- . ..� p /� /� � N� Co PERMIT ON RECORD: Name: K�1 (�e f'?P+11-)�• ,• f Permit No. : (i IY110..U� S.O.E. :Yes N, + • Bathrooms: I Bedrooms: C•8 TotalLAcy. : I I Date of Final Inspection: • -_ Water Supply: C'*'-j Cry —((�Ge(-e Well Permit No. : twee Tank Capacity: 1250 GIllons Leachfield Size: 9gCm Square Feet INSPECTION FINDINGS: Date of Inspection: LI. Mv. d3 SOIL CONDITIONS: Dry ti Saturated Snow-covered • RESIDENCE: Occupied K Vacant SEWAGE DISPOSAL SYSTEM: Satisfactory k Other BACTERIOLOGICAL WATER TEST: Acceptable IC Other COMMENTS: _,_ DATE: 5\14 :D3 - 7�L _._.2 SIGNATURE: 5!' II� . `.` ` _ _ fJ virc)ndental Protection Specialist Neither the County of Weld, nor any of its agents or employees undertake or assume any liability to the owner of the above property, to any purchaser of the above property or to any lending agency making a loan on the above property in connection with either its e,:amination of the property or in the report. T::?.:-. inspection was.conducted solely for the purpose of detecting health hazards obeerv:..-=e cne time of inspection, and does n.,t constitute a warranty that the system is without `Caw or that it will continue to function in the future. Inspections requested during period:- o: snow cover and high soil saturation may be of questionable value to potential buyers due to Illverse conditions. Water sample reports reflect the bacteriological quality of the water ply at the time the sample was taken. Evaluations based on Statements of Existing (S:O.E.) relies on information the property owner provides, under oath, indicating current "status of the system and representing to the best of his/her knowledge the system is not to function properly. 09/12/03 10:22 FAX 970 353 1328 PRO RSALTY X002 • DEPARTMENT OF PUBLIC HEALTH&ENVIRONMENT 1655 N. 17a'Avenue Greeley, CO 80631 VIfE651•fE:yrww.co.wkld.00.us ADMINISTRATION: (970)304-0410 FAX (970)304-6412 H EDUCATION&NURSING! (970)304-6420 PU�RHEAL FAX ENVIRONMENTAL HEALTH SERVICES:(970)3044415 970) 6 COLORADO FAX (70)304-6411 AUTHORIZATION FORM RE; PERMIT APPLICATION Q LSD.S.EVALUATION ;2:1,SALE EE�OFPROPERTY n WATER SAMPLE I 7' DIYi to saint k ProPeny located at X 37 e C.9 CO C3 • LEGAL DESCRIPTION: secNii * TWN S RNO R d e� SZ9 ; SUBDIVISION NAME: 4 o [�u1 •G FLC LOT BLK-- I can be contacted at the following phone Cs: Home .O8 .CO S/ • Work 3fl !//1 Fax# The property owner can be contacted at the following Plane#'s Home dos 3 ct- zrY work mt,A4 Pax# N�,� Conespondeoce mailed to(only one): [ R1 Agent/Applicaat Property Owner DATE • OWNER'S SIGNATURE ., . . . . • - II - 4--- — a N a a.. a . �q} 6 1� Y n ligi 1- ----vp,g rtz -Q,.. i 76 W s„..„, , __ p g --K ° O J= �1 s g r411 �. m . I W N - N � a ` U 2 § 6 A ' - N O N in P- on O 9 G Y • 411 0 I H - Vkl:t 20,0 • • actiitoof5 • o DEPARTMENT OF PLANNING SERVICES 91810~STREET GREELEY,COLORADO 80831 WEBSITE:www.co.weld.co.us• E-MAIL: slockman@co.weld.co.us PHONE(970)3534100. EXT.3540 FAX(970)304-6498 COLORADO February 16, 2005 • • Mr. Glen Droegemueller. • Otis, Coen and Stewart, LLC 1812 56t Avenue Greeley, CO 80634 • RE: Septic System Issues for USR-1473;Tom Keberlein Dear Mr. Droegemueller. • On December 9, 2004 I inspected the septic system for the above property and found discrepancies between the septic permit for the propert)f1800fi3rnd what was observed on the site. They are listed below: 1. The septic permit(G19760013) information states that the septic tank lies directly west of the house,with the absorption field lying in a southwesterly direction 2. During the site inspection December 9, 2004.1 found a well house in the approximate known location of the septic tank. No mention of this well was found on the septic permit or In the USR application. There is a concern that the well/septic system setbacks do not meet code. 3. Additionally.from inspection observations(cleanouts pt.the new building and the house) it appears that both the new building with office and the existing house are connected to the existing septic system. Also,from these observations, it appears the tank is located south or southwest of the house. Based on known Information,this would place the location of the absorption field in or partially In the cornfield to the south. This cornfield is not part of this property;meaning it appears the septic system is not located on the • property • 4. A condition of USR-1473 was that the house would be converted to office space only. Since that time,the office space has been placed In the new building,and the house is under lease until October 2005 (Mr. Keberdein's statement during a site visit January 11, • 2005). The septic system now serves multiple buildings. The system must be evaluated • by a registered professional engineer for these uses. The engineer evaluation must • show calculations for the home and the office(including all employees and visitors)that may arrive at the site. This evaluation must be signed and stamped by the engineer. • Based on the visual discrepancies with the septic system, the Department questions whether the • permitted system (G19760013)is for this property or if the system has been altered since• originally installed. It is the applicants responsibility to provide this office with documentation on the location of the septic system components, the size of said components,and a site map of septic system location in.relation to the well,the house and the new building: The engineer evaluation as described above must also be submitted. Unfortunately,due to the discrepancies concerning the location of the system,our Department cannot proceed with the approval of the system without this information. If you have any questions;please feel free to call me at(970)304-6415, extension 2211. incerely, • . cAn4 Pam Smith ISDS Program Coordinator - • • O:\PAM\PlanninglUSR\USR-1473 Pcause letter-septic probiems.doc • • • • • • • . • • • • • • Page 1 • Om Smith From: Shed Lockman Sent: Thursday,-February 24,2005�1:4p6/PM To: tke2@msn.com ¶o ,tg,dcijs , 1 t {nil 11Pam SmithIVI�Cv9/�/v Subject: USR Pam Smith with the Weld County Health Department asked that I contact you in regards to the existing home on your USR lot. C office does not care if you retain the home as long as all health department concerns are addressed. If you have questions give a call at 353-6100 ex 3540 • • • • • • • • • 02/24/2005 • �iTh- HIGH PLAINS ENGINEERING & DESIGN, LLC • 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 December 13, 2011 Great White Energy Services Attn: Snow Doan 4500 SE 59th Street Oklahoma City, OK 73135 RE: To certify an existing onsite wastewater system for the proposed business use at 7710 West 37th Street, Weld County, CO Job # 11-2515 EXISTING SEPTIC SYSTEM DESIGN DATA: The percolation rate for the site reported by Weld County Health Department Permit # SP-0500106 had an average percolation rate 16.5 minutes per inch (mpi). An 1248 square foot absorption bed was installed with a 1250 gallon two compartment septic tank. • PROPOSED USE FOR THE PROPERTY: The proposed use of the business facility will be for an office/shop. The existing 3 bedroom single family home will be demolished. CERTIFICATION OF AN EXISTING SEPTIC SYSTEM PER POLICY E OF THE WELD COUNTY, COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT: The existing 1250-gallon two compartment septic tank will be utilized for the system. I reviewed the information on file with the Weld County DPHE, permit # SP- 0500106. The design prepared by Two Rivers Testing March 11, 2005 with an addendum dated April 25, 2005 indicates that the system was designed for a maximum daily flow of 787.5 gpd. The system was installed in a satisfactory manner and completed September 16, 2005 for the 3 bedroom home and office/shop. Please reference the attachments. The percolation rate of 17.0 mpi and bed size of 1248 square feet (SF) have • been reported by WCDPH. Proposed use: 4 FTE @ 15 gpd = 60 gpd • 11 drivers @ 5 qpd = 55 qpd Total = 115 gpd x 150% = 172.5 gpd max. daily flow The engineer design indicated a maximum daily flow rate of 787.5 gpd ABSORPTION AREA (A): A = Q x 1.5 x 1.3 x VT 3.5 A req. = 115 x 1.5 x 1.3 x '117 -3 A req. = 264 s.f. > ex. Area = 1248 3.5 THEREFORE; the existing absorption field is adequate following demolition of the 3 bedroom home. SEPTIC TANK: The existing 1250-gallon capacity septic tank, with two (2) compartments or units in series will be sufficient to process up to 666 gpd average and 1000 gpd maximum. The existing septic tank is adequate for the proposed business use. • Certification: I hereby certify that the existing septic system at this site is sufficient for the proposed business use. A maximum daily flow rate of 787.5 gpd is the absolute capacity of the existing absor ' v® a.sC...'�`SJ�9' fie':a m: 48 7°; Todd M. Schroeder, PE X48 la/i3��j 1- Attachments: SP-0500106 documents with as-built, Two Rivers Testing Septic Design and Inspection Letter. • •• WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT • • 1555 NORTH 17TH AVENUE GREELEY,CO 80631 • PHONE(970) 304-6415 FAX(970) 304-6411 Finaled • Permit#: SP-0500106 Sec/Twn/Rng: 29 05 66 Status: ISSUED Owner: KEBERLEIN TOM Applied: 03/31/2005 Applicant: KEBERLEIN TOM Issued: 04/26/2005 e. Permit Type: RNEW Commercial,R=Residential+NEW,REPair,VauLT Finaled: jorp'ZOI 0D Parcel if: 0959-29-0-00-035 Location: 7710 W 37TH ST#A GREELEY Legal Description: 17686-A PT NW4 29 5. 66 BEG N4 COR S0D04' W ll N89D39'W 344' VVC Z�,,11,,- _ _ Installer: J �U?� Description: HOUSE&SHOP Commercial: Y Residential:Y Acres: 1.75 #of Persons: 6 Basement Plumbing: N #of Bedrooms: 3 Bathrooms-Full: 1 3/4: 0 1/2: 2 • . Water Public: Y Water Source: CITY OF GREELEY Water Private: N Cistern: N Well: N Well Permit#: Percolation Rate: 16.5 Limiting Zone: 8 ft 0 in Description: • %Ground Slope: 0 Dir: Soil Suitable: (Y/N) Y Engineer Design Required: (Y/N) Y In 100 Year Flood Plain: (Y/N) N Minimum Installation Chambers* Septic Tank: 1250 gallons Absorption Trench: 0 square feet or Absorption Bed: 1206 square feet Actual Installatio Septic Tank: La gallons Absorption Trench: , square feet • � Absorption Bed: ob square feet Design Type:"71 YT Chamber Model SYj d w+Q • NOTICE V The issuance of this permit does not imply compliance with other state,county or local regulatory or building requirements,nor shall it act to certify that the subject system will operate in compliance with applicable state,county and local regulations adopted persuant to Article 10,Title 25,CRS as amended,except for the purpose of establishing final approval of installed system for issuance of a local occupancy permit persuant to CRS 1973 25-10-111(2). This permit is non transferable and non refundable. The Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval was contingent upon the final inspection of the completed system by the eld Co t of Public Health and Enviro • X Y 4 l N• !j • nvironmental Health Specialist ate Form:S_FINAL , • ' i6lucf I . WIISIC 12! 6Z' h 1S Sc acs 4OuL elt _ 1 CO jI� -34 -I 1 • 1 I apt aLi- Ib 1:5-ChnieleiS--; 0414jd •• V : Two:Rivers Testing, Inc: - • - --• . • 'Sfate Street' _ 12 Evans,C,0.80620, (970)339,4092' • (970)330-1252•Faz•• September 16;-2005.= •t'•• , :. ✓ . - :r''- • Environmental;Protection Services ->'^ ' • . - ; Weld Count Health' Department-•.• 'E ;::-k,:::. ;:...t . .;t . . 1555 N X17; Avenue ,• - Greeley, CO•:8063,1. • ' •`t' • ' : :. Re ' Engineer Qesigned Septic System: • . , 7710 Two Rivers Parkway'' •• . Evans, Colorado :Dear Pam: A representative;frt na.Two,Rivers Testing/01c. observed the.installation:of the : : above.referenced:septic system.prior to covering.: The system was installed.in; :''' .' :`: '• ` . accordance,to the en sneered desi ned•- . - .9. -9 system'prepared by Two'Rivers Testing, Please-contactme if-you have any;questions concerning-this matter.;:::' • Sincerely, 1 I. TWO•RIVERS TESTING;`INC::. _ - - pp0 REP/Sill . : % . . ; _ • . .. G`�?�� 2 995 =-_ - _ . .. Tom (:ope P.E. • • •: • _ • .. g0:.9 ,. .. .President.. ' • -- . , •.•%46 •/6/ : .s cc: Ale•2005-121 - 1„,„I,,,%fl) . ' - - - 8EP•? 2-20,0S '. • , • :- • . •,! .iNy�lU017i ' T Two Rivers Testing,_Inc::, ?.. .. : 160137th Street" •r ` • _ .• - Evans,CO 80620• 1970)339-4762 Fax' ' • March 11., 2005• • Ms.;Pam:SmitFi i Environmental:Protection Services ••, Weld;County Health Department. : - . . - •,<,Greeley;:CQ 80631`' ;Re; : Engineer Desigged•Septic•System Keberlein Construction: : ,7710'Two;Rivers'Parkviay �•:Greeleji; ColoracJ - Dear:Ms:"Smith: :• :." - .:Please find enclosed an engineered design systeth for an Individual Sewage • = Disposal System (ISDS)-for the above'referenced:site 5-A'-representative of Two /•,71•••:: • .Rivers Testing; Inc: performed percolation tests forhe above referenced'.sitetn. ; February"22,. 2005 The percolation rate was found to 6e':17 minutes per':inch.=`•"_- •':• •'A'S-0 attached:report.;-:The system is',being designed for a,commercial;endeavoP .` and a';single family residence,:therefore:.an;engineered,design septic'system is' ' 1 r: required:• - - -,: - - ..• . .'''The system,sYstera has been sized for three bedroom residence and an office.facili with:a"maximum of:.5; daytime,employees:;'.The "Individual' Sewage'.Disposal ;. .: .' _ • • : System was designed'-to.use 1;000-gallon,two=compartment septic tanks and i '. '•,"7 ":) • .an•effective absoiption.be ' -03 uare:•feetusing a_minimurn of 39 Infltratorp?.. units. It is our opinion the"proposed system can yeedle the flow..':See enclosed calculations,•- --The following criteria Must be met.The existingdandscaping•within the proposed .- bed- area :should:,be :removed.. :; If•tree roots •are••terrioved, •the resulting. ,.excavations.stiall;be'filled with on-site;and/or imported`soil material meeting the._ " • percolation rate. of 10 to.15..minutes per inch.. The infiltrators can.then :be- • .' ' . ':installed 'as'a bed„..as; on the -enclosed plans: : 'The .system" is to "hoc • • "covered with a.minimum :12-inches of.on=site•soil:. Topsoil should be replaced " ' approximately.six inches to one foot over the on-site soil. • 466•t� w .Q `-1�, n S.• :•ri• t�;ti.:•• Ghcut 5• n : < pk�c l ,.i _ _ _ .:[::.;.:...f..-.; '.L, _ — :---.c._:::: ::•:-:. ri. rn - - - - - may.- f. ,4:-..::;„:..-;._: J, s':' is - -.-:-,--:.--,:f.:::::::..;•! r, ..y.'; �,.: 'R-` _ • _ - 0. ' - S J: �•�� .M PamSmith. ��- - =-March"7�-2005��: --°" _ .:_ ::_ �':: :`° <P.a-.: -Two^ - -� 9. •_ •..:::.,..:.?..-;.;;,4...,:,.......:".;..7...::::../.,:..•-Tfie•.'absorption:bed;will:'6a constructed'with::1-1-10'lnfiltratb l,:.units installed;an_, :.:•:•., " -'; � , ..,...'" r :- ccordance.to the% maiiiifaeturer s:recommendations.•-:s d..,;system"into,ex-::,-k;: ::•:-/...,:k:.:::::,..` : i. : •,.:beneath the`driveway 'M;20.•Infiltrator®unitsshall'be used:`rAtm_"in_ rriurn:of.-1 � ' feet and.a;maximum`pf'3:feet'ofrfiil-inat&iiahwiIl then&e:r lace r p d oyer.the units :: . '' ,.' -t- - ,fI "Fq: :7:1 .':` •A`elgrtation,arad u"rrS•'.-'is.not"antici ated'�but-if:rieeded`"shoulii""be-c6 's "u `if' :;`--1 '=''concrete and',pfaced`down r.adieot:df,tF ese ictank:: - _:� ` :;≥ The::Engmeered�Designed',System'was desi`ned ih aceordance`10Wc i.Coun_ %> „ Individual Seyw.'-car-e".:00°.?.?.-." \ y. . /•Sysleml?egu/ations:--:ihe'-owiieF;will=tiave::to meet._:::':"'%',`: '•"'' `'J::' °' " _ he- required'dis 'cntria::as:shown aq".T able:•.4"to'th' Individual=Sewage' ::-.:�'` ".' =.Disposal System Giiido=for'Weld_Coup enclosed- .:••-.. 2• ?'->:` • .fir T. 4... .--i:::: .'"f:. �I-�„! •� .--.. 1-iope ybur:•Depa_itriient,will;view-tfle-desigr't favorably and'rssue-a permit:' ":T:VYO.RIyEl3$TESTING :IN '::::::`:- .: `: r ] -o; '•:•::!.-r•-•::?.?-. LC_ ----a-, :� �� N,'•". , t:' vY \ti J. . :'IY,`'� - _ri . `,l•J •i);:l - . 'i•,3-`- �',"" of •fa - . .�• _ }t, - _ ,', 170 •... Q� •r. "..- •'r _ ,-Y+: �Y -Sta ngineer:' \\ NAL - 7 :^ cc` Tom Keberlien= Keberlien•Construction-: ' •-•:-;---;• -" r' • 2004:12-1 :i If I; ;.it i }: Cr • e Sent By: Kimberline Construction; 970 330 4888; Apr-25-05 18:51; Page 1/1 • 04-25-2005 12:59PM FROM Tao Rivers Testing TO 3304666 r.nt •' 'I ': . ' t 4.-• ' --;•:•• :'-..;'iiiall'idi&reti. . . • . l; ...'1, •••; . ;$vans,00:8062°. . . • -• • . . . ,• , : :e I. - (9 '339.4092 �' _+. Ma.VaiittlpiBr !{• is Ii.' •. : . • Envir0rlfiiietaltca� rv!tes • -Weld QtU Y KJ@;ltfi Department . - : :; . :•.ie;sN7, t.Avitnutt1 - , . I - • ... Wyss Greeley,:.0 &Mi - ! • . ... . • 1 ' . . . • ' •R,e,: ••.•Mdtndtit i..tsi Ennlaeer•:Orsgned Septic Sye$?'n : . :•-•:••••. • . y`� K'7:1101\a>'Rivets Prkw {y-vreeley,:,... . c lorai1e • • • . •Dear .$it ..:.• :.• .; ' • . : . •'' '. �• . - •...- letters an jd¢ei►oum tb the Engiin•eii�r 0bsig '•sepv Systetri tlittd�March . t', y�� : ' bur ti> -".. ubfine4 taro-seeflc••tahks,•one *etyl t4 tie:shop stucture and one . �sett' tie t�k7enpermith.min4rluma.gapai ity ot:tf,000.0lialts oath. .It is our -.. • '"understaiidino, b on t'.convgn tlon v411t ai:rep pn�e?Af the Web. • • • •seivice •the, . •�oU+►ilr.`:Iietillh:, Depanmeni, that' .eystem••�1) 1�►}Pti!a�N iresk rltlal'e( us�un� on •ihe:'.lof •At:the •requestiof•ttie•!W_eid'.County Health ' . pepflnet; its -design.is.•belrig. �aherS •to• •t'eg1,11 e•one 'septic tank'witk► a. : . �hinirputn QaPaa 1( 125 gi�ffs• .' The use:of dne••tamk`ingresses the risk of , . . , . - .• ptb::t�,(c faittyte.due to',obstruct). ftom't . . i. lructutes arid' is a risk the. mui • 1 -.;Ti•le venial$dei tf 1be•design using a m. ,.... m•of:2�:H-10 lufdtiatoit units is slgl I v tea !,. ha , ate tleation5 lug this mailer. i P se taatustyott Ye •y q. : • 1' TWO.RD4RSTES.TING, .ua 'i; : '- . ii * ' tz0l • I ' . • . ' g11O1 .• .. . _ .. • • . • • •'Delia; :cantle P:E.'• iW t • • < . . �' start 1 n'•: ..'7 . . I. J; •:CC...' i:.26114:1.11. %� :i '-I Na•• • • CALCULATIONS INDIVIDUAL SEWAGE DISPOSAL SYSTEM 7710 Two Rivers Parkway ESTIMATED FLOW 3 Bedrooms @ 2 people/Bedroom = 6 6 People @ 75 gpd/Person = 450 gpd Maximum Daily Flow (Residence) =450 gpd * 150% = 675 gpd 5 Office Workers @ 15 gpd/Worker = 75 gpd Maximum Daily Flow (Office)=75 gpd * 150% = 112.5 gpd Maximum Daily Flow Total=675 gpd+ 112.5 gpd = 787.5 gpd SEPTIC TANK • (675 gal/day)(30 hr Required Detention time)= 843.8 gallons (112.5 gal/dayx30 hr Required Detention time)= 140.6 gallons USE: 1,000 Gallon Tanks ABSORPTION BED A=OIt ' 1.3 • Q= 787.5gpd 3.5 t = 17 minJinch A=(787.5 gpd) 417 s 1.3 3.5 A= 1,206 square feet minimum INFILTRATOR®CHAMBER EVALUATION Reduce area by 50% Arne=603.0 sq.ft. Affective Area/Infiltrator®Chamber= 15.5 sq. ftN. / Infiltrator®Chambers required: 603.0 sq. ft 39 its(min) 15.5 sq. ft/unit • USE: 4 chambers wide x 10 chambers long • NOTE 1NSTAu H-10 01nLTRATp: UNITS (USE IF SYSTEM IS To EXTEND UNDER DRIVEWAY)IN ACCORDANCE TO MANUFACTURER 1,000 Gallon .RECOMMFNOADCNS. Septic Tonks •— f Residence Flow 5' MIN. Y A �� f Shop Flow .00 �� n 2 oi IN v �. +•I 4' Distribution 70.5' MIN. Box PLAN s p O Merl ISA ag SSW I ig 3 Imp 7 SA 71 = 4$+$ SEPTIC TANK NMA-A' NM 20051295EP INDIVIDUAL SEWAGE DISPOSAL SYSTEM 7710 TWO RIVERS PARKWAY GREELEY, COLORADO DATE: 3/11 /2005 SCALE: • TWO RIVERS TESTING, INC. PROJ. NO: 2005- 121 N.T.S. NNNNNNNNN NNNNNNNNN . 1601 37TH STREET EVANS. COLORADO 80620 DRAWN BY: D.R.L. SHEET 1 (870) 339-4092 CHECKED BY: T.M.C. OF 11 Hello