The URL can be used to link to this page

Browse Search

Home My WebLink About20183342.tiff DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N, 17th Avenue Greeley, CO 80631 ` - I' :: 'z - www.weldhealth.org --- Public Health Environmental Health Cemrnunlcarion, Emergency Preparedness Health cords stretkan Servic Health&Clinical Services Eduoelton&Planning &Response Vital 070 304 ale 7s 0- Tele 070 304 6430 �ele fl70 90g 6M110 1 PJP. fl70:104 6420 Tele 916 364 64 4£' ;ele.. 0.304 6470 Fax C7n.3U4 B4G.•3 Psx 570 N14 0412 7. 070 304 54 I6 Fax 070 3046411 Fa% 970 304 5452 Out vrswn:'rogelree:win IPie uonmurknes e,e servo,we avu wcri,N lo make uwllo L+101,1 J'gm Ptea4Tra1t Ares Iu in.,learn weu'k end play Septic Permit - Final Application Number:SP-1700018 Owner Name:FAGERBERG LYNN ALVIN & LESLIE triled Site Address: 35333 CR 37 WELD, CO 0 Application Status: App Type: Health\Residential\New OWTS\Septic Finaied CORIE BAESSLER Applied Date: CB SIGNATURE HOMES LLC 01/2012017 1620 CARRIAGE DR Issued Date: EATON, CO 60615 01/25/2017 Date Parcel#: 080501000022-R 1309986 Finaled 2017 Leval Desc: PT S2 1-6-66 LOT A REC EXEMPT RE-44 Work Description: HOUSE EHS SEPTIC GENERAL: Associated Disaster Permit No Number of Bedrooms 1 Number of Persons 2 Parcel Acres 213,46 Public Water Supply No Public Water Supply Utility NWCWD Repair Reason Type New Waive Fees No EHS SEPTIC ACTUAL {FINAL). Septic Tank Size, gallons 1500 Absorption Bed. sdfi 546 Chamber Model Oulck4 Plus Standard Number of Chambers Viislalled 45 Design Type Charrlbers-Bed NOTICE i 110 ir.SUarice ur this perm11 clt7c5 nor imply conu1411rurre will,0lr1Gr Sitllr'-ceurlty.or I0rn1 r v,ltil310ly nr tltrik(ling rrglineircil1s, net snaH it a IC s nrtil'y h St the Ocal liOnS subop o' enr willrp 6C of e in t otni0( lirr'l op ov�ii of inhlalltpkoblu or syslei2i 101lal.straiice ilolia focal ectair,alrlcy pelrnit perill 10 AT lsudrtltto125-IQ 112t1)(t)),0 F2 S This 1p r the purpose al fer0t I0 and!noel rel perl?+kt is rlalrlransforaltla and nall•rolundahlo '1 he Weld Gounly OE-Tarinit:nl of Pliltlir.1leallh untl Envtronnienl reserves the right to impose 7tttliltonnl ter'lns and rnioliliorls required to n4eel our re}elotiorie on o torn rruirilrj basin Fir,7l p onll aprravai WOO coniirtgenl upon the final knsnectton a1 the oarnr}lelod systrem by the Weld County E3npoctrtvo!ai¶kibIic i-10011(and r•n5ronnuant Katie Sall May 09, 2017 Environmental Health Specialist Date Page 1 of 1 ....".2_"_2.L...= • '} ry -- --' '-- -- - — — -- --' ,, I Ortsite Wastewater System , As-Buitt RJ i'awIng I I i'.i:ll r:'i I.1, ,.':.,,... -• L'-• -, - _.. ` Ili]',.:ii.�a Alra it .. -_ i'r_ L • F if,r.. A , � I . + - t , 1 O int sil I_ es (,..." Sl /r e E - #.., - rr� ; 't..'r. 4., f-1.1C'1 f Y `-. - I-; - `1'�•_ in rY� l "r f',-�K! I 1 r f r'' • r 1_ -O: 1• f ` yy FF r . f %' f} 1,-.0.;.1,4h.,,,i c i 11 25 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue ; .lylf r,'!. ... Greeley, CO 80631 ', -- • wigs r' PuhcHeulth r ,¢.i-r;*7(. www,weldhealth.org 4 r- `i-•.d en Preparedness Health Administration Public Health&Clinical Eitvlronmomal He;Ith Communication, omm ni S Planning &Response Vital Records Services Services Tale 910 6420 Tele 970 314 641G lele 97C 304 6420 Tele 970 304 6410 Tole 970 304 6470 Far 970 3(14 6412 Fax 970 304 6416 Fex 9'43046411 Fax 970 304 6452 Fax 9703046459 Our uislon 'Welber mil,the commurvtres we serve we are working,la make Weld Caere),the heelthert pare re Jere,learn work and play. Septic Permit New Application Number: SP-1700018 Owner Name: FAGERBERG LYNN ALVIN &LESLIE Site Address; 35333 CR 37 WELD, CO 0 Application Status: Final Pending App Type: Health\Residentlal\New OWTSISeptic AppliedPending CORIE BRESSLER Date:01/20/2417 CB SIGNATURE HOMES LLC Intake Person: 1620 CARRIAGE DR MSWAIN EATON, CO 80615 Permit Expiration Date: Parcel Number; 080501000022-81309986 Legal Desc: PT 52 1-6-66 LOT A REC EXEMPT RE-44 Work Description; HOUSE EHS SEPTIC GENERAL: Associated Disaster Permit No Number of Bedrooms 1 Number of Persons 2 Parcel Acres 213.46 Public Water Supply No Public Water Supply Utility NWCWD Repair Reason Type New Waive Fees No SEPTIC SUNG INFORMATION: From IliL appIiL'tltion information supplied and the on-site soil percolation data the following minimum installation specifications are required: Septic Tank Size(GAL): 1000 Bed Absorption Area for Rock & Plpe(Sqft.) 600 Trench Absorption Area for Rock & Pipe (Sqft) 500 Bed Absorption Area for Chambers (Sqft.) 420 Trench Absorption Area for Chambers Sqft.) 350 Page 1of3 EHS PERC TEST(SITE) : BOH Variance Required No Engineer Design Required No Ground Slope i In 100 Year Flood Plain No Limiting Zone Feet 8 Limiting Zone Qualifier Greater Than Long Term Acceptance Rate 0.6 Percolation Rate Qualifier Greater Than Percolation Rate Value 20 Profile Pits Slope Direction Southeast Soil Description Sandy lean clay Soil Type 2 Soil Type Suitable Yea Treatment Level Level 1 Number of Num er o Maximum Number Chambers Chambers of Chambers Per Required for a Required for a Row Bed Trench Chamber Options: 1) Standard Biodiffuser& Infiltrator H-10 24 20 16 2) Biodiffuser ARCM Std. or High Capacity 28 24 20 3)ADS ARC36 Std. 28 24 20 4)ADS36 High Capacity 28 24 20 5) ADS ARC36 Low Profile 28 24 �- - 20 6) Quick4 Plus Standard or High Capacity 35 30 25 7) Quick4 Plus Standard 35 30 25 8) Quick4 EQ36 53 44 25 9) Quick4 Plus Low Profile L 35 30 25 CONDiT1ONS: Onsite wastewater treatment system must be 10 feel from property line. Install the soil treatment area within 50 feel of the soils test location. Septic tank must be al least 10 feet from any potable water line, unless water line is encased Soil treatment area must be 25 feet from any potable water line, unless water line is encased. Sewer line to septic tank must have at least 16inchift. fall. Effluent line from septic tank to distribution box must have at least 1/8inchift. tall. Must have at teas! 5 ft. of solid pipe from tank to distribution boxddistnbution box to iateralsfchamber5 Need to install inspection ports at the ends of each trench or bed. All Weld County regulations are applicable. INSPECTION R1:S1'L"I', Page 2of3 Description- Site Status: Approved to Issue Comment NOTICE 7Ills painul is gfanted tempo,arlly to allow construction to commence,This permit may I.Fe revnketl oi suspr:rrded by the Weld County Department or utrtir,!tealth and i:rrvrrorrmenl Tor rcasorls set 10rlh In the Weld County IrulrvidiEel Sewage System Regulations rnoinding failure 10 meet any term or condition imposed Therms during temporary oi Final approval_The rssuaric4 of tt'is perms does not corlslilute assumption by the department ar IN.employees of liability for thte rarlure O1 inadequacy of the sewage dispasal system_This permit is Iron-transferable and non-refundable, [3vtore issUiny final approval,of Ifris perrnrt the VVel i County laeparunent of Puglic Health and Enviroornent reserves the rlghl to impose additional leans and conditions rertnrrert t4 meet orrr regulations on a continuing basis Final parr mil app10val is contingent upon the final inspection of the completed system by the Weld county Deparlinenl pt Public Health and Environment Alex Clemments ,1 nuary 25, 2017 Environmental Health Specialist Date Page 3of3 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT -r . 1555 N. 17th Avenue r �- Greeley, CO 80631 • Public l le .lt i _��rz •. www weldhealth org neann J,dminletretten Public Health&Clinical Environmental Health Communication, Emergency Preparedness Vital Records Servlcea Servleea Education&Planning &Reeponae Tele 970 304 541D Tele 970 304 6420 tale 970 3046416 Tale-979 SO4 6470 Tele 970 304 6420 Fax. 970 304 6412 Fax 970 304 6416 Fax 970 304 6411 Fax 670 304 6452 Fax 970 304.6499 Septic Permit Application Application Number: SP-1700018 App Type; Health\ResidentiailM1lew OWTSlSeptic CORIE BAESSLER CB SIGNATURE HOMES LLC 1620 CARRIAGE DR EATON, CO 80615 Owner Name: FAGERBERG LYNN ALVIN & LESLIE Parcel#: 080501000022-R1309986 Legal Desc: PT S2 1-6-66 LOT A REC EXEMPT RE-44 Work Description: HOUSE Site Address: 35333 CR 37 WELD, CO 0 App Specific Info: Number of Bedrooms 1 Number of Persons 2 Parcel Acres 213.46 Pubic Water Supply Yes Public Water Supply Utility NWCWD TERMS AND CONDITIONS A ta,'-a l rue.as sot 3y seraral3ardinance et Inc Board of Weld County Commissmnerrr,shell he requnud iii applicantstur angite wastewater treatment systems, payable at nine of application Porrrmil roue ars natr•reh+ndahle-,permit applicatlona ar0 rlOn-tranM-eravle II lyolh a 0tildkng per mat and an OWTS are;ssuatl for 1} :same property and construction is net wormer eed prior tO the expiration date al the burtdtric permit ice OV/IS period shall expire at Ina same time as the Lidding perrn.l It an OWTS pe_frrl[is rsseed ler a property IHel does nc4 require a building per mat the OWTS permit shall expire ono year alter it$IIISJltnce lionastructton en she Be0tik SysIanl has rot commerical Any change in pl<Ins or tpe'Ciricapons niter the putmit has been issued invalidates the gurnrllt+nless approval is so xrndirOr the Health Othceror hlsrner designated agent Fxpued permrltcan[tO rec-6wed IN payment al the permit roe only if: A There has been no change in the plans and specifications of the proposed system as ter our in file original application or such change is reviewed and approved by a Dramoc Re+pieseniatiue B The surrounding land,its pea or zon,ng has not changed se-as-to cause tire Original atrptu�reon not t❑be accnptedie under Ihese regulations. NOTICE The Cornaleteiless al this applleetimn IS CO ndltuunal upon further rnanrfalory and tdil ltlnai les13 and reports as niay tie rent e;l h Ilse Wail County Department or nutria}Webb and Etrrrnunmaut IWCDPi IEi Tire nct at the permit is subindl to such terms and corcliconc as deemed nero.sSary 10 Insure corn ptrance with rites and rug urahonsarloptrd order.rt.sIn 10lihe 25,CP.5 as amendod The applicant earths that the proposed system wit not ho Located within 400 teat ol acarnMend! sewage system The undersigned ceMitas that all staterrdrIts made intorntauon and rcporcS SubrOilled hCreavnh are,or will he..leprusuetad to lye Iruearid sorted to the host of hiSfher kaewledge and are designed to he relied on u'1lie o'tC1 PHE for evaluation for purposes at issuing the pit rre-d applied ler heroin.ra.pplt<ant further understands that luls:hcation or misrepresentation may radii rn the acme{of the application or revotatioh pr any pet reit granted and in legal a aces or ea Mtn;as provided by law • • tQ�pfnei JAlfplicani Date Page 1 of 1 RESIDENTIAL ON-SITE WASTEWATER -- TREATMENT SYSTEM (0WTS) INSTALLATION PERMIT(New or Repair) - ' r NEW OR REPAIR RESIDENTIAL OWTS PERMIT FEE: S754.00 • All payments are due at the time of application submittal; by cash,check or credit card • Incomplete applications hill not be accepted (Sire and soilti evaluation,site plan and desi n document must be incIndct PARCEL NO.: _. 0 2. ( !]ICil i'Nt'ti1 3ER) [_FOAL OFSCIIIPTId3 SFCTIC) I't7\\vet f1T --..RANGE_- •`0.G+.] AA—ltr- O — — — -- LOT INFORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650, OR ON THE COUNTY ------ ADDRESS S (�4lt IQ— 3 { DETAILED DIRECTIONS •I.0 , SITE \E,\I C-12-- 7 4/ 56(A 0/7 PROPERTY OWNER; 4,--r7i1 ,t Gf e r { MAILING ADDRESS:j Z ( {,�JC O c.[ f 1 � ?%r ST CO ZIP 6 tS` Iu tL PHONE:(9 3 WC)Rt.PHONE f Z'O] _3v-c9?g 5_ FAX( ) cb T`r t- ('t MAILING ADDRESS: / 4a 2° (care', e- ]]-�y ITY a-t-C, 1 ST CO._ZIP tor. ON WORK PI ION'E t.: } ` " z. .- FAX ( ' - \D()RESS: r f (CLC 6- t � - :V RESIDE 'T IAII. N AlIIER OF I' ON pis NUMBER OF PERSONS:— - — —-- --- ---- — . - - TYPE OE STRUCTURE(F.K.personal shop,pool house) - WATER SOURCE: l'IJBL1C WATER SUPPLY(NAME OF SUPPLY) A,_.4:-/-•14, - 0 rmatVIDUAL WELL(PERM-IIT 0 CISTERN(PERMIT — *WARNING:Neither'it,eld County nor any of its affiliates shall he responsible for the use of any information submitted in relation to this OWTS installation permit. It is the responsibility of the user to determine under whet circumstances the information is being applied.and ensure that the circumstances are suitable to the application of the information Neither Weld County nor its employees are liable for the failure or inadequacy of the onsite waste water treatment system 5 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT eill 1555 North 17th Avenue `--�,„, —�-- c--------, Greeley, CO 80831 Public tiv tl th.-- - '''Ill ri - ti i ifll , --. rte= jet t-- i.lcalln AGn.ir+I-0-sson EhVtronmBiHai Health Carsr:u nLulI in, Eziuiunci P rep a and ne55. VI SkteUrsls Be5viEs58 ElLuc aHan t PIE hnlhq &Fycepansc •::, C. v - r I^P 97::'iC' -'n ,:..in -reit.97Q3046415 Tr+¢•3 C Yrs Can lee 4ia?c404:7 Fax: 970.301s 6411 FN. 9:.i '45? F.. ?:7 .L r.tr.II AUTHORIZATION FORM RE: ` k'ERMIT APPLICATION I OWTS EVALUATION —.j SALE OF PROPERTY —I WATLR SAMPLE --, I rr - :i .- .O.es permission to LO P r'e- I ASS t('for the property (nrnnerly Owner) (Agent/Applicant) lucazed at 3.S 3 3 3 &J C. 3 _ — to apply for requested services checked above. LEGAL DESCRIPTION; SEC - TWN— i" RNG io i SUBDIVISION NAME..__._. _ LOT .HLK�____ Agent/Applicant can be contacted at the following phone#1s: Home Work_?t'_" $q 7 - e 28S Fax# E-mail: e0 f # C C-12—Lcti//c- . C0...q---4----- The property owner can be contacted at the following phone#'s Work Fax -- -- ._ Correspondence mailed to(only one): u nt,,Applicirirt L. I Property Owner DATE / Z 0 —C 7 - . OWNER'S SIGNATURI ) —xy 6 bic-12-- 3 7 35 3 3 3 e,,,,. dlc- /--.,_, ct-i--O------7 sc,,c_LA---- imp ),,,./F... 1l t-ss1}N-J I 42 :41,3 r + fir _ 1 �- � 42O { { �Y } ' .,.....!1 •1' - .[s I lid '. o3. . --". i[ ' 'is : F ' l'•aq, .o • • -. 4 — — r �r�T211"4517; ;� 1 d5 w ' Legend Parcgis ucjt- ry ' . roG rlwpnwny : 57 •. 4F- Q , t,v r D County FSoundsry • • T •i.1UCO•RA'95' -i i�•s,�•t < •• 4 7r KO r'Alf••f] -R . r �' + u„E • { k � +•'ST ice' �. ewe - rSu 1k .41tgr!.`r S•�' ',. 1ta $ 1-'9;X7r:,.-5''',r7:!' l.i `' - _ .v_ irge .. '[1 c 75•S7E -- • � h] [ •.Y G t}f 1) Iy 11II 5 . 1i [l![? ':.:;!''',.!7',:;:;:,=1'1:4::.4.-;,...' I 't 5c 9 '' Cr. , i.` - . .x + JIB -+�I. I ,:-•;.--.k44,,•,,,-..,•„1.,L2;I[ • � T • g ! I L y. J .. - y • - ` [ +rl yLLli I Sri='rr,s 1' �E 3 ; .11 •• ?i•;' .I 1[ n • ,432 -- <, �i� ill .�;�� • �..--:•:-.J..._..i�. ; '.. n,,. .. ._.,.�� -t_ -.-..--._�,+r. -- —u-. - --�— - EtaOer Map Elesaiplitn — s79 ---— [, , ;.ill :::•."-.• r F,. In �-. I. ..an B. •-` •r•�--- l .I,� .1•.. q my r.. ..1. .. 44GS_'6.9BA_Wrtr r,lA••�torl4u>ufiary_S[]I,ve Y'Hi3 MM IS MOTTO BE USED FOR MYYGA1I IN_l _ �W lIJ County Cabrada -- — - -. - - -- — --- -� Northern Colorado Ade%Ask Geotech • December 29, 2016 2956 29th Street, Unit 21 Greeley,Colorado 80631 Phone: (970)506-9244 Fax: (970) 506.9242 CB Signature Homes 1620 Carriage Drive Eaton, Colorado 80615 Re: Percolation Test and Septic System Design Shop Adjacent to 35395 WCR 37 Northern Colorado Geotech Project No. 304-16 Northern Colorado Geotech has performed a percolation test and septic system design for a proposed shop at the above referenced project near Eaton. Colorado. The design is attached with this letter if you have any questions or if we may be of further assistance, please do not hesitate to contact us at (970)506-9244. . ,,r: NORTH 7OIVA-ii VIM Doug Leefg n, P. r k ... -•qz � / President • 4i.7,,LRSfu ON`,;,, E 5�<• Attachments: Site Plan Logs of Borings Septic System Design Criteria Septic System Cross Sections cc: Addressee (4) 35395 WCR 37 —.N... .77.." rr A ( O Q Q AREA OF NEW SHOP AND SEPTIC (SEE FIG 2) rn J- 0 CI O c z m i O D I O L.1 y WE ARE UNAWARE OF ANY EASEMENTS OR ROWs THAT\MLL IMPACT THE PLACEMENT OF THE SEPTIC SYSTEM ON THE SITE r BORING LOCATION PLAN N PROPOSED SHOP AND SEPTIC SYSTEM ADJACENT TO 35395 WELD COUNTY ROAD 37 Ili1/4 EATON,COLORADO FOR CB SIGNATURE HOMES Northern iPtoigN. 304-16 . rOSlorado Seek Other an the distances to setback objects tndtcaled an the design documents,no other e then eotech isim objects requiring setbecks from ale proposed OWTS.as indicated in Table 30-7-1 at ,Uh21 i 12-29-16 Chem(3D of fie Weld County Code,have been Faceted or observed during SG > 1sc Sou' MI5 2�h SGb9�0i4f8tt 1 our preliminary investigation,reconnaissance or detailed soil investigation M Greeley PIOfaCl DML Phone:070)506-9244 Fax 19741 I6-9242 Pear hia 1 * - - m... - - A 2}% ut&! I;-1 • /E.• ®/ k 2 }}( II {F§E t\ _ ; Jz03 o ` P 2 • - -• _ II �/ \}\\ L. ` / ® P } {\/ § \ 0 ` CO 0 \,\� § - \ z/ a@ § % \ \ o % \ `/ \j ] / . § j e - § § \ � \ \ / e ° / c ®� \xi O & 0c _ CI)7c [� I \ 5 %� . o :i q/ MI $ �E z z rrl \4HTr 7fF}§ V;§) f Q jm\' s_w 0 — ?2 E- a m \ m .r- OW ca R g \z.vE pk �- 20 0 k) k2K, g ,R§ Z > , c° o ° -I j§ m\S22 Q® §o y -i 1 al L QVOJ JNnoo O] i W It $ c / to Z0> k/ ■ .k ■ kk q m \2 §j rn = r � . ! - \ • 2, _- - — • L - o • ' � \ fI LII in E k . � \ t ,_ . : r ® ;�\ m O 77tiu , I 7 . ] \ 7: § k o ^ 9.1 - / \ S ' O \> ' / 0 • Z E : E ;0 f m 4 � _ a > k / ) & M (.4 03 ® > » , § f X \ \.CI . : � O n § § o a.- • , E 0-.a \ _ C § . , "Z. '° . m O I 2 0 1 , � 3- � � ▪®/© I 19 . ] O Ca j/\ \ � x« >� ; � �GRAPHIC LOG ' 73 «Z � = + � x \ �gmeg � _ \ % � .ax ' _ z °& c al -3 'D�r(F) -0 23 $ O \j\\ 7 0 I y ° Z - --- --- m / �� BLOW5i2 � � q m N-VALUE j q I § ■ ,e:; 0 — |NuMBE R f]7 § -13 o �z• \ ,r !/ TYP / / _ _ �r -4,• �� I� INNDRIVE RECOVERED , 5 _ ' o- 9 » Ma UR,% I co ,a 1® �/ gym CH� o DENSITY ! 'a .m !m F --6. co « 2 $ - ;HAND PEN E- m'< '- [ , ��o R p 'Aim .° :/ 6 z G|] 'c _ - K ,O « 7. +-. ' I . � f q / _ a k. ' _ - 7C-:.:5 GF.: r r a v: f�fi I fT1 0 0I m x,. • S V; 1 > D a zgo z r O--<; m1 Ch o v, M ' 3o • m C r n to4 0 ! iv ! m —,1 ? › O = N c, oI 1 D r O w i0 -O0I; E EL co o c =. �c i XI I>z m C)N: 1 O_ O 7IONN m 7'C� O • tnznu-D (D CD • y yr-,-,GRAPHIC LOG ! y0� N IVO).• DEPTH(F f.) A a c,3 N C] I t - - _ !�I m BLOWS/17 -q! 97 Z N-VALUE o NUMBER D • r o ' D Z 0 0 , , r,g 7J Po m 10 m TYPE en o W 4 0 -- --- - - - n D IN DRIVEN I !- P —- — IN RECOVERED • su z 3. tug N I fTI MOISTURE,% co i F !;o - �DRY DENSITY I- A I A I O z PCP 5 r r� ff/I ND PENS- —Irn 1/44 0) !P„-,M I xi m TROMETER ps; 10 m ,T] D O mIV �� ! • a &I • v r alCID a I - - - la f o __ » / i * . . 2 § '1k \ § \ /> co, • . m \ • II a Z Z r / 2. / lt.. . c — a § ) D O - \\ | \ . q = CC Jo - n \ ? f 6 \ \! 111 \ Ca c otoc , - � , /aQ; m ' �oc2 - co , a . 0.„,; C O »§$, q p6\@I O 7-n+ 00 _ _ � -n §/} O I (\ GRAPHICLOG CO . \ .y d/ $' E @ O I DEPTH(FT.) - /\§§ - ' • . O O C) :BLOWSf z - §� j z .N-VALUE a o - - • - - • i -- §i\ \ i NUMBER < 2 , 2 z :G I2 en g —--- — I -0 ■ m q, rii X ."I 1/ lj 'TYP ; )W § ,_ » • _ I ! 1e §ka RE k A '$ 5%RECOVERED 'q _ | I = y �MOISTURE,, G ' \ 'm -7....' / I3 G 1° 'o Y DENSITY co % » Io !-n I�F -/ -1 1@ Il -- . a]T $ A ;R 19 'HA D PENS 'm 0 § E. �g . _ nom '§�$ - . � |t , o � \ !c m % . I— ( !� l e.] | - - » . / � / � r - - m o • ■ / j / } 9� • H / rn \ ro ri § \' j \ 2 2 g - m o ) } k O. &§ o ; al m ] \ §I } � \ E/ 7^D .m 1n CD » , / ; i 3 a w 0 . g , te z a . ,, �» Q « el = (A.= . . In*. . omIm E E l m I O H\2 e I 7 2 ; 0 . oy I §, O §( j 2� C) �/ / I \?/ � - - --- _ _ ! m j)i\ 0 0 \ G �e�QCa \§+/ Q § § x �d O Xl j/\/ - - I I , 'D� (FT.) o o el ca. { f #, — C) IBS wsiz 2 § H Z !Nam g UE 0 m . • ,\|f j A z 'E 2 ® GNU . ? . $ -9 ,r 2 '§ _ § o . m 7 m o im TYPE �� § § 7 / --- - - - •o • § g I� IN RECOVER D ' • IN') MOISTURE.~ s m 'J b / j IF — DRYF DENSITY i \ 2 �K % '� PENE- TROMETER H— : o .o , _ ' p rri\lE 1& �� ; .co — ■ ' O � � � / is m I I k n '/ - I CS Signature Homes Shop Adjacent to 35395 WCR 37 Northern Colorado Geotech Project No, 304-16 SITE CONDITIONS It is our understanding that a slab on grade metal shed will be constructed at the site for use as a personal shop. The shop will have one bathroom in the structure — we will design the system as a one bedroom structure. The site is occupied by an existing shed that will be removed and replaced with a new structure. The only vegetation on the site consists of several trees. An existing residence is located north of the site (35395 1NCR 37). Agricultural ground is located to the south and west. Weld County Road 37 borders the property to the east. Overall surface drainage is poor to the southeast. The existing residence north of the site is not listed on the Weld County website as having a septic permit number, although we believe the residence is serviced by an OWTS. We are unaware of an existing septic permit for the site or the presence of natural or cultural features at the site, A total of three percolation test borings drilled on December 1, 2016 and one soil profile test pit was excavated. The percolation borings were drilled at depths ranging from of 3 to 5 feet and the soil profile boring was drilled to a depth of 8 feet. The borings were drilled at the locations show on the Site Plan, Figure 1. Soils in the area of the proposed absorption bed consisted of sandy lean clay to a depth of 8 feet. Summary boring logs are attached with this report. Groundwater conditions were evaluated in each boring at the time of subsurface explorations, and one day after the drilling. Groundwater, or the physical features present from past high groundwater were not observed to a depth of 8 feet, The borings were located in the field by pacing from property lines and/or existing site features. Relative surface elevations at the boring locations were obtained by measurements with an engineer's level from a temporary bench mark (TBM) shown on the Site Plan. The accuracy of the boring locations and elevations should only be assumed to the level implied by the methods used to determine each. SEPTIC SYSTEM DESIGN CRITERIA 1 Percolation Test Results: Test Boring No. Percolation Rate (min/in) 3 15 4 20 5 24 Design Rate, Avg perc rate = 20 min/in. = Soil Type 2 with a LTAR of 0.6 2. Min Bed Area: Q = 1 Bedroom = 150 gallons per day Area T150 /0.6 = 250 * 1.2 (Bed) = 300sf Infiltrators = 300 * 0.7 = 210 / 12 = 18 Standard Quick 4's GB Signature Homes Shop Adjacent to 35395 WCR 37 Northern Colorado Geotech Project No. 304-16 SEPTIC SYSTEM DESIGN SPECIFICATIONS 1. Septic Tank— Minimum = 1 Bedroom residential construction = 1,000 gallon tank. The tank will need to meet the specifications of Weld County Regulations 30-9-20. The lid of the tank must be sufficient to withstand the load created by the burial depth of soil. We are not aware of water soluble sulfate concentrations that would significantly affect a concrete septic tank. Risers must be used to provide access to the tank. 2. Infiltrators — Minimum of 18 Standard Quick 4 infiltrators in an absorption bed (3 rows wide by 6 chambers long = 18 Quick 4's for an absorption bed) 3, Distribution Box - Installed level to provide equal distribution of effluent.. Riser must be used to provide access to D-Box. 4. Backfill - Backfill - 12 inches (minimum) to 36 inches (maximum) of on-site soil. The top 4 inches shall be organic topsoil, 5. The system should maintain a minimum 1/4-inch per foot slope from the house to the septic tank. The slope of the effluent line from the tank to the absorption bed should be a minimum of 118-inch per foot. 6. Each run of infiltrators must have an inspection port at the end of the run. GENERAL NOTES 1. All construction shall be in compliance with Weld County Health Dept and State regulations. 2. Any deviation from the plan must be approved by WCHD and/or Northern Colorado Geotech prior to construction. 3. No groundwater or bedrock was encountered in the soil profile boring located at the proposed soil absorption bed. We are unaware of any limiting layers within 8 feet of the existing site grade. Accordingly, the leach field may be constructed to a depth 4 feet below finished grade, 4. All parts of the field shall be located the minimum distances from land features including 100' from any well, 50' from the on-site pond or ditch, 20' from all dwellings and 10' from all property lines. 5. The system shall be inspected by WCHD and/or Northern Colorado Geotech during critical phases of construction. 6. Positive drainage shall be provided to minimize surface runoff from entering the system. 7. The top of the field shall be seeded or sodded with low-water demand vegetation to control erosion and aid evapo-transpiration. Large trees or shrubs should not be planted within 6 feet of the field. 8. The completed leach field should not be paved or driven over at any time. 9. A licensed septic system installer should be chosen by the client. A list of licensed installers is available from WCHD. The installer should use best construction practices during all phases of the septic system construction. 10. Proper maintenance of the septic system will help lengthen effective life of the system. Information regarding septic system maintenance can be found through various on-line guides including the EPA manual "A Homeowner's Guide to Septic Systems". http:flwww.epa.gov/owmisepticfpubs/homeowners uide_long.pdf CB Signature Homes Shop Adjacent to 35395 WCR 37 Northern Colorado Geotech Project No.304.15 INSTALLATION INSTRUCTIONS 1. Excavation should be performed in such a way as to limit/eliminate traffic over the area of the absorption bed, 2. All wastewater lines shall be constructed of compatible pipe, primer, bonding agent and fittings. 3. Use Schedule 35 pipe except where piping is placed under driveways or roadways — in these locations use Schedule 40 pipe. 4. All system piping shall be bedded with select, granular material. Material may be on-site or imported material. 5. Compact soils around tank and distribution box to ensure piping will remain level and settlement will not create bellies within the piping. SEED OR SOD TOP OF BED SOON / AFTER CONSTRUCTION TO CONTROL {{ EROSION AND AID EVAPO-TRANSPIRATION f/ J / EXISTING GRADE / SLOPE FOR POSITIVE DRAINAGE ti - Nm -P-Ts _ I ��, ---APPROVED BACKEFLL SPEC 4----- Z D-BOX F SPEC 3 — 1` f 'v�ILT TDRS 'NZr 11 �f SPEC 2 \ I —2 SEPTIC TANK D-BOX ELEV MAY BE FFELZ ADJLJSTEL SPEC,1 AS NECESSARY FOR POSITIVE FLOW 1 SANDY LEAN CLAY BOTTOM OF TANK MAY BE PLACED AT A DEPTH LIP TO WE DID NOT ENCOUNTER LIMITING ZONES WITHIN 8'0"BELOW EXISTING SITE GRADE S'0"OF THE EXISTING SITE GRADE SEPTIC SYSTEM DESIGN SEPTICSYSTEM CROSS—SECTIONS ALIJAPROPI3SEDSEPDC UNT ROGP:NTTf3 35395 WELD CdUNEM TY ROAD 37 EATON,COLORADO FOR GS SIGNATURE HOMES Northern I;.). 304-16 40010S0Colorado s— _ Geotech ICm 2556 29th Straet.Un11.21 12-29.16 Greeley.Colorado 90631 DUL 'Ilhm.o Phone.(970)505-9244 __ Fax(970)506-32r12 Fu or 3 Northern jS• Colorado Geotech March 19, 2018 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970)506-9244 Fax: (970)506-9242 CB Signature Homes 1620 Carriage Drive Eaton, Colorado 80615 Re: Percolation Test and Septic System Design 35333 Weld County Road 37 Northern Colorado Geotech Project No. 304-16 Northern Colorado Geotech has reviewed the septic system design that was installed for the above referenced project south of Eaton, Colorado. The original design was done as a personal shop for Corie and Paige Baessler. It was designed as a one bedroom residence; therefore, the design includes 150 gallons of effluent per day and as well as incorporating a 1,000 gallon septic tank. It is our understanding that the Baesslers are going to use their shop for a hub for their home building business. They currently have 2 full time employees (Corie Baessler and Chris Calabrese) and one part time employee (Paige Baessler). Using a designation of office workers, and assuming all three employees as full time, the anticipated design effluent would be 3 employees x 15 gallons per person per day = 45 gallons per day. We have also been told that occasional meetings with clients may occur at the office. We have been told that a maximum of 10 visitors would on-site, short term meetings. Using a calculation of 5 gallons per meeting visitor equates to 50 gallons of total effluent from the visitors. Therefore, it is our opinion that the existing system is adequately sized to handle the effluent load that the office will experience. If you have any questions or if we may be of further assistance, please do not hesitate to contact us at (970) 506-9244. Sincerely, NORTHERN COLORADO GEOTECH Doug Leafgren, P.G. President cc: Addressee (2) Lauren Light—Weld County Health Department (1 — emailed) BOARD OF DIRECTORS ®GI H tk•� NORTH WELD COUNTY WATER DISTRICT CHARLES ACHZIGER 32825 CR 39 • LUCERNE, CO 80646 GENE STILLS RICK PICKARD, DISTRICT MANAGER GARY SIMPSON TODD BEAN P.O. BOX 56 • BUS: (970) 356-3020 • FAX: (970) 395-0997 ROBERT ARNBRECHT '1,A r WWW.NWCWD.ORG • EMAIL: WATER@NWCWD.ORG December 16, 2016 Lynn Fagerberg PO Box 8 Eaton, CO 80615 RE: Meter Number 598 001, Located at 35341 WCR 37, Eaton. Owner: Lynn & Leslie Fagerberg To Whom It May Concern: North Weld County Water District provides domestic water service to the property located at 35341 WCR 37, Eaton. The current owners of the property are Lynn & Leslie Fagerberg. The current service provides a 3/4" meter with Water Allocation and Plant Investment Allocation of 1 which yields 228,000 gallons per year without surcharge rates. Surcharge rates are detailed below. The District has reviewed the request from Conic Baessler of CB Signature Homes for a shop/office to be built on the property and have no conflict with this request. Water tap/service is placed on the physical property, defined by a legal description. In case of a Recorded Exemption,the water tap shall only serve the parcel that the water tap is located on. Service shall NOT cross the legal description of one parcel to serve the other parcel, unless an easement has been recorded for the water service and has been approved by the District. The District guarantees treatment and delivery of water purchased. All water that is delivered with surcharge is subject to water availability. Water purchased through the District shall be 70% delivery of an Acre-Foot of water (228,000 gallons), if the allotment for Colorado-Big Thompson (CBT) project water, which is determined by the Northern Colorado Water Conservancy District, is 50% or greater. North Weld County Water District will restrict the delivery as necessary when the CBT allotment is less than 50%. A portion of the Raw Water Fee is utilized by the District to construct storage reservoirs. The Plant Investment Fee pays for the infrastructure required to deliver 1 AFU (228,000 gallons). If usage exceeds the number of Plant Investments that were purchased, an additional Plant Investment Surcharge will be applied to your account. Plant Investments may be purchased to increase the amount of water to be delivered and avoid the Plant Investment Surcharge. Refer to table below for current Plant Investment Surcharge schedule. Water Surcharge Surcharge will be assessed when an account's year to date usage exceeds their annual allotment. Currently surcharge is $2.00 per 1,000 gallons. This fee is to recover the District's cost to obtain additional water rights for delivery. All water that is delivered with surcharge is subject to water availability. Plant Investment Surcharge When an account's year to date usage exceeds their Plant Investment Allotment(# of Equivalent Taps x 228,000 gallons), a surcharge will be assessed. The transfer of additional water will not remove this charge. Additional Plant Investments must be purchased to increase the allotment and reduce the Plant Investment Surcharges. 0 to 456,000 gallons above the Plant Investment Allotment (228,000 gallons) $3.95 per 1,000 gallons More than 456,000 gallons above the Plant Investment Allotment $1.95 per 1,000 gallons Respectfully, ore-a-rub 4('c crrL4 Leann Koons Office Assistant Hello