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Home My WebLink About20182170.tiffNORTH WELD COUNTY WATER DISTRICT 32825 CR 39 • LUCERNE, CO 80646 P.O. BOX 56 • BUS: 970-356-3020 • FAX: 970-395-0997 WWW.NWCWD.ORG • EMAIL: WATER@NWCWD.ORG December 20, 2017 Sarah R. Carr 12092 WCR 72 Eaton, CO 80615 RE: Meter Number 4418 001, Located at 12092 WCR 72, Eaton Owner: Brian and Sarah Carr To Whom It May Concern: North Weld County Water District provides domestic water service to the property located at 12092 WCR 72, Eaton. The current service provides a 3/4' meter with Water and Plant Investment Allocation of 0.5 which yields 114,000 gallons per year without surcharge rates. Surcharge rates are detailed below. The District has reviewed the applicant's request for a USR permit to build a dog boarding and daycare facility on the parcel, and have no conflict with the request. Water top/setvice 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 theotherparcel, 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 k utilized by the District to construct storage reservoirs. The Plant Investment Fee pays for the infrastructure required to deliver 1 MU (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 Investrr,arat 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 1228,000 gallons) $3.95 per 1,000 gallons More than 456,000 gallons above the Plant Investment Allotment $1.95 per 1,000 gallons Respectfully, *'ctrlt4 Leann Koons Office Assistant DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 www weldhealth Ith org Health Administration Vital Records Tele 970 304 6410 Fax 970 304 8412 Our vOsron Together with Public Health & Clinical Services Tele 970 304 6420 Fax 970 304 6416 Q Environmental Health Services Tele 970 304 6415 Fax 970 304 6411 Communication, Education & Planning Tele 970 304 6470 Fax 970 304 6452 the communities WO serve, we are working to snake Weld County the haves/thissr pJacs to live, learn Septic Permit - Final Application Humber: P-1500428 Owner Name:LA RESOLUTION LLC Site Address: 12092 CR 72 WELD, CO 80631 App Type: Health\R.esidentialRNew O TS\Septic ROBERT JOHNSON Parcel #: Legal Desc: Work Description: 801 8 ST STE #220 GREELEY, CO 80631 080507000025-R0035890 17783-A PT NW4 7 6 88 BEG 47.03'E FROM NW COR SEC E632.05' TO C./ OF IRRI DITCH THENCE ALONG CI L OF DITCH SO7D1WE 924' TO BEG OF CURVE HAVING A RADIUS OF 480' CHORD BEARING S03D31'W 284.51' 824D53'W 438' 24D2 'W 144.50' S25D36'W 107' 827D04' ' 306.50' S31D19'W 183' 38047' 177.50' N47a09W 301' TOW LN OF NW4 & C/L OF R. #25 NO1 D53'E 1453.41' N11 D13'E 45' TO BEG OF CURVE HAVING A RADIUS OF 140' CHORD BEARING N35D01'E 140.02' X181 D32'E 82' TO BEG OF CURVE HAVING A RADIUS OF 175' CHORD BEARING 1421O06'E 238.29' TO BEG OF CURVE HAVING A RADIUS OF 1300' CHORD BEARING N26012'W 377.02' TO TRUE POE (2R2D5LA E) BLUE HOUSE EHS SEPTIC GENERAL: Associated Disaster Permit No Location Description 12092 CR 72 EATON Number of Bedrooms 4 Number of Persons 5 Parcel Acres 3 Public Water Supply Yes Public Water Supply Utility NWCWD D Waive Fees No EHS SEPTIC ACTUAL (FINAL): Septic Tank Size, gallons 1500 Absorption Bed, sgft 888 Chamber Model Ouick4 Standard or High Capacity Number of Chambers Installed 74 Design Type Chambers -Bed NOTIC E 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 25-10-112(1)(b), C R S This permit le 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 acontinuing basis Final permit approval was contingent upon the final inspection of the completed system by the Weld County Department of Public Health and Environment Public 4 e Emergency Preparedness & Response Tele 970 304 6420 Fax 970 304 5459 work and play Finalea Application Status: Finaled Applied Date: 12/16/2015 Issued Date: 12/3012015 Finaled Date : 01/26/2016 James Taloumis January 26, 2016 Environmental Health Specialist Date Print Date Time: 1/27/2016 8:09:33AM Septic Permit - Final EH 033 Page 1 of 1 DANA KEPNER COMPANY, INC. 640 Aviation Way Colorado Springs, CO 80916 719.578.8733 Fax: 719.578.8428 800.334.8733 700 Alcott Street Denver, CO 80204 303.623.6161 Fax: 303.623.1667 800.332.8079 Cfrort Olft 45 ISp° otit 3701 Canal Drive Ft. Collins, CO 80524 970A82.331-1 Fax: 970.4823389 800.605.1137 N(Q., gels, n y C/Qr9wm b�ti5 scP 1 Lc) _ Frac ammammmiwmor HEPNER wwwdanakepnercom m "Serving The Wahrworks Industry Foil•I wer 80 ieaPr S le?E°4 • 545/ kS DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 www.weldhealtitorg Health Administration Vital Records Tale 970 304 6410 Fax 970 304 6412 Public Health a Clinical Services Tele 970 304 6420 Fax 970 304 6416 ci Environmental Health Sent ces Tele 970304 6415 Fax 970 304 6411 Communication, Education & Planning Tele 970 304 6470 Fax 970 304 6452 Pub Haelth Emergency Preparedness & Response Tele 970 304 6420 Fax 970 304 6459 Our moo Together with the communities we serve, we ate working to make Weld County the healthiest place to live, learn work and play Application Number; Owner Name: Site Address: App Type: Parcel Number: Legal Dese: Work Description: EHS SEPTIC GENERAL: Associated Disaster Permit No Location Description 12092 CR 72 EATON Number of Bedrooms 4 Number of Persons 5 Parcel Acres 3 PublicWaterSupply Yes Public Water Supply Utility NWCWD Waive Fees No Septic Permit New SP -1500429 LA RESOLUTION LLC 12092 DR 72 WELD, CO 80631 Health\ResidentialRNew OWTS\Septic ROBERT JOHNSON 801 8 ST STE #220 GREELEY, CO 80631 080507000025-R0035890 17783-A PT NW4 7 6 66 BEG 47 03'E FROM NW COR SEC E032,05' TO C/L OF IRRI DITCH THENCE ALONG C/IL OF DITCH S0' 7D19'E 924' TO BEG OF CURVE HAVING A RADIUS OF 48O CHORD BEARING 803D31'W 284.51' S24D53'W 438' S24D29'W 144,50' 525D36'W 107' S27D04'W 306.50' 831019'W 103' S36D47'W 177.50' N47D09'W 301' TO W LN OF NW4 & Ch. OF VVCR #25 N01 D53'E 1453A1' H11 D13'E 45' TO BEG OF CURVE HAVING A RADIUS OF 140' CHORD BEARING N35D01'E 1x40.02' X 61 D32'E 82' TO BEG OF CURVE HAVING A RADIUS OF 175' CHORD BEARING N21 D06'E 238.29' TO BEG OF CURVE HAVING A RADIUS OF 1300' CHORD BEARING N26012'W 377 02' TO TRUE POB (2 R2 D5 LAKE) BLUE HOUSE Application Status: Final Pending Applied Date: 12/16/2015 Intake Person: CSALAZAR Permit Expiration Date: SEPTIC SIZING INFORMATION: From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: Septic Tank Size (GAL): 1250 Print Date - Time; 12/3012015 1 ;23; 14PM Septic Permit With Cato EHS066 Page 1 of 4 Bed Absorption Area for Rock & Pipe(Sgft.) Trench Absorption Area for Rock & Pipe (Sqft,) Bed Absorption Area for Chambers (Sgft.) Trench Absorption Area for Chambers (Sgft.) 1260 1050 882 735 Print Date - Time: 12/30/2015 1 23:14PM Septic Permit With Calc Et -H3066 Page 2 of 4 EMS PERC TEST (SITE) : Engineer Design Required In 100 Year Flood Plain Limiting Zone Feet Limiting Zone Qualifier Long Term Acceptance Rate Percolation Rate Qualifier Percolation Rate Value Soil Type Soil Type Suitable Treatment Level No No 8 Greater Than 0.5 Equal To 32 2A Yes Level 1 Number +o Chambers Required fora Trench Maximum Number of Chambers Per Row Number of Chambers Required bra Bed I Chamber Options: 1) Standard Siodiffuser & Infiltrator H-10 49 41 16 20 49 2) Siodiffuser ARC36 Std. or High Capacity 59 ADS ARC36 Std. 59 49 20 49 20 4) ADS36 High Capacity 59 5) ADS ARC36 Low Profile 59 49 20 62 6) Quick4 Plus Standard or High Capacity 25 62 7) Quick4 Plus Standard 74 I 92 5 8) Quick4 EQ36 111 62 25 9) Quick4 Plus Low Profile 74 CONDITIONS: Approved based on Engineer evaluation. Onsite wastewater treatment system must be 10 feet from property line. Install the soil treatment area within 50 feet of the soils test location. Septic tank must be at least 50 feet from any well. Soil treatment area must be at least 100 feet from any well, Building sewer or effluent lines must be 50 feet from any well unless the lines are encased. All easements shall be verified prior to installation of septic system. All Weld County regulations are applicable INSPECTIONRESULT: Description: Site Status: Approved to Issue Comment: NOTICE This permit is granted temporarily to allow construction to commence This permit may be revoked or suspended by the Weld County Department of Public Hearth and Environrnenf for reasons set forth in the Weld County Individual Sewage Disposal System Regulations including failure to meet Print Date - Time: 12/30/2015 1:23:14PM Septic Permit With Cale EH5066 Page 3 of 4 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 savage disposal system. This permit is non-transi9vbie and non-refurrdablo, Before Issuing final approval of this permit the Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our re,guldllons on a continuing basis, Final permit approval is contingent upon the final inQnrar`frrwn of #ha rnerinlatwrf crratarn her PM•tn rra um. nriflIatilMined I4nalrh and r=nnrirnnmanl James Talcum's December 30, 2015 Environmental Health Specialist Date Print Date - Time: 12/30/2015 1:23:14PM Septic Permit With +talc EHSOG6 Page 4 of 4 Work Description: Site Address: App R Specific Info: DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 ww.weldheallth.erg ricIttin Mdnnlrristraidffl Vital Records Tele 970 304 6410 Fax 970304 6412 Public Health & Clinical Services Tale 970 304 B420 Fax 970 304 5410 Environmental Health Services Tele 970 304 6415 Fax 070 304 6411 Communication, Education a Planning Tela: 970 304 M70 Fax 970 304 6452 !'4.Health Emergency Preparedness & Response Tele- 970.31}4 6420 Fax. 970 304 6489 Our utston Togetherwith the communmtres we serveewe are wodong to make Weld County Me Names, ph9Ce IQ him, m, work and play Septic Permit Application Application Number: SP -1500428 App Type: Health\Residential\New OWTS eptic ROBERT JOHNSON 881 8 ST STE #220 GREELEY, CO 80631 Owner Name: LA RESOLUTION LLD Parcel #: 080507000025-R0035890 Legal Desc: 17783-A PT NW4 7 6 66 BEG 47.03'E FROM NW COR R SEC E632.05' TO CAL OF IRRI DITCH THENCE ALONG D/L OF DITCH B07D19'E 924' TO BEG OF CURVE HAVING A RADIUS OF 480' CHORD BEARING B83D31'W 284.51' 524D53'W 438' S24D 9'W 144,50' 525D36'W 107' 827D04 306,50' 831 D19'W 183' B36D47'W 177,50' N47O09'W 301' TO W LN OF NW4 & CIL OF WCR #25 NO1 D53'E 1453.41' N11 D13'E 45' TO BEG OF CURVE HAVING A RADIUS OF 140' CHORD BEARING N3SD01'E 140.02' NB1 D32'E 82' TO BEG OF CURVE HAVING A RADIUS OF 175' CHORD BEARING N21 D06'E 23829' TO BEG OF CURVE HAVING A RADIUS OF 1300' CHORD BEARING N26D12'W 377.02' TO TRUE POB (2R2D5LAKE) BLUE HOUSE 12092 CR 72 WELD, CO 80631 Location Description Number of Bedrooms Number of Persons Parcel Acres Public Water Supply Public Water Supply Utility 12 092 CR 72 EATON 4 5 3 Yes NWCWD D Print Date Time: 12/16/2015 1: 04 : 56 PM Septic Permit Application EHS00056 S00056 Page 1 of 2 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 vvww.weldhealth.org reaarrri Administran ©o Vital Records Tele 970 3O4 6410 Fax 9701 304 6412 Public Health Si Clinical Services Tele 970 304 8420 Fax 970 304 6416 tip Environmental Health Services Tele 970 304 6 115 Fax 970 304 6411 Communication, Education 6 Planning Tele 970 sae 6470 Fax 97© 304 6452 flake Health Emergency preparedness & Response Tele 970.304 6420 Fax 97'01<304 6469 Our vision Togelter with the corn mw$tses we serve we are working to make Weld County the healthiest place io We teem, work and play Septic Permit Application TERMS AND CONDITIONS A permit fee, as set by separate ordinance of the Board of Weld County Commissioners, shall be required of applicants for onsite wastewater treatment systems, payable at time of application. Permit fees are non-refundable; permit applications are noretranuferabla, If both a building permitand an GAITS are issued for tie same property and construction is not commenced prior to the expiration date of the building permit, the OWTS permit shall expire at the same time as the building penile. df are O''►1as permit is sq tor a property that do not requite a building per rrrit. the OAS permit shall expire one year atter its issuance if conatruCtion on the septic .system has not commenced Any change in plans or specificaliorrrs alter' the pernyrl has beer Issued Mnw.alldales the permit unless approval is warred from the Health Officer or hiSiher designated agent Expireu permits can be renewed by payment of the permit tree only it A Piero has been no change in the pilau and specdications of the prepgsed System at act cull in the original applica o n or such change is reviewed and approved by a Division Representative 8 The surrounding land, its use or zoning has not changed so -as -to cause the original application not to be acceptable under these regulations NOTICE The completeness of Ibis application. rs cond.iiionel upon further mandatory and adrtrti nor rests and relporlly as may he rim tired by vie Weld County Department al Public Health and Environment (wcopliri Tihr issuance of the permit is subject to such terms and conditions as deemed necetn+y to insure compliance withr rules and regulabons adapted under article 10 tale fl CRS as amended The applicant centres that the proposed system will riot be located within 400 feet. of a carnincanit3, sewage system. The undersigned certifies that all statements made, information and reports submitted herewith are, 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 may result in the denial of the application or revocation of any permit granted, and in legal action or perjury as provided by law. . pplipant -Date / f(n, Print Date Time: 12/16/2015 1:04:56PM Septic Permit Application EH 00056 Page 2 of 2 IS) ue S --Ce RESIDENTIAL °MITE WASTEWATER TREATMENT SYSTEM (O l) INSTALLATION PERMIT (New or Repair) NEW OR REPAIR RESIDENTIAL OWTS PERMIT FEE: $750,00 • AD payments are due at the time of application submittal; by cash, check or credit card • Incomplete applications will not be accepted (Site and soils evaluation, site plan and design document must be included) PARCEL NO,: 0 St cl Cam' oo t. (12 DIGIT NUMBER) LEGAL. DESCRIPTION: SECTION 7 TOWNSHIP Lan RANGE 44 4.0 ACRES SUBDIVISION LOT BLOCK FILING INFORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3B45 EXT 3650, OR ON THE COUNTY WEBSITE UNDER PROPERTY INFORMATION. Link to property information: bar,:. _%%44 .%,!C td,codmaps prepertviinforma 'rt►.lt SITE ADDRESSOE C3 9 2. cJe 7 a � Eaccinas't 23O Cs Jr DETAILED DIRECTIONS TO SITE (ATTACH MAP) PROPERTY OWNER: L4 Reiplud'r',p+2 Lit C. MAtL1NG ADDRESS; � CITY ST ZIP HOME PHONE: (t7O 2 Milk 1� c' I _WORK PHONE () FAX ( ) EMAIL ADDRESS: I / a. eto.. r2.er2. yah,a,t. APPLICANT NAME: koissinis laro. lire ---r MAILING ADDRESS: t tin° CITY ' �� T et, ZIP iia6 3/ HOME PHONE: ( ) WORK PHONE (VS S`Si `z -79Y FAX I EMAIL ADDRESS; to is a a soLi n e PROPOSED USE: Orr RESIDENTIAL NUMBER OF PERSONS: NUMBER OF BEDROOMS: TYPE OF STRUCTURE (Ex. house, mobile home) 0 AUXILIARY BUILDING (Residential use only) TYPE AND NUMBER OF FIXTURES (shower, sinks, toilet) : NUMBER OF PERSONS: TYPE OF STRUCTURE (Ex. personal shop, pool house) WATER SOURCE: W PUBLIC WATER SUPPLY (NAME OF SUPPLY) iVt4-L loAell O INDIVIDUAL WELL (PERMIT #) tJ CISTERN (PERMIT #) Losier. ,Ammieit+ *WARNING: Neither Weld County nor any of its affiliates shall be responsible ror the use of any information submitted in relation to this OWTS installation permit. It is the responsibility of the user to determine under what circumstances the information is being applied, end 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 onmite waste water treatment system. 5 DEPARTMENT OF PUBLIC IC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, Co 80631 Web: wvve w eicjitealtb oe'rj Vital Raeorle Fth1t 370 304 84 TO ry7e:►ea to I.:• Pia11C tie${th 4 bvsi� Unless Toe 910 3O4 644O rim,* X14 3114 t34iD ElftwilitiMatii marl woos FS 110 304 6411 Cal 470 304 6411 Corn nmwsa$Ui , E+t1+4+R R P�+tl+At rule 970 304 era a 910 304 0152 PubllcHealth AI 'Fits pont Tel, MO 3134 04 I' Fig 910 704 046S" • • s - w — • I i 11 / / • r {• �{ ` y • i • 1 \ . i r • i t" • a '� sa wee* y d r ay 1 1 �� `� L`_i • -.� • ..•� •�.r%� •r • :L,7 ttifr —vier vote �!6 �i'I �i�`lJ 1•� �1�1•Y Il�:�i\� .� -I Ir . �' .a t't•�YL ��4r� oq�ii �L.C 11 iii r+i/ AUTHORIZATION FORM RE: Pki PERMIT APPLICATION 1% OWTS EVALUATION i SALE OF PROPERTY j. WATER SAMPLE I L‘onetiallidintiontit. C givespermission to A 6.+ ke listSon for the r ert I (property Owner) (Agent/Applicant) Located at -a torn '" to apply for requested services checked above, LEGAL DESCRIPTION: SUBDIVISION NAME: SEC, 7__ IWN 6 AL_ RNGAL44) Agent/Applicant can be contacted at the following phone es: Hem efiii96waskrwtH____ Work t7O-S9j--z499 Fatc# _ E -mar l LOT BLK r•o 1'3 2+e.4viar tes,3 a is•rarl . Go dm The property owner Can be contacted at the Following phone il's Horne, '-I Work Fax # E-mail:diase",, Pype Adoelic-a."- Correspondenec mailed to (only one): Ei0 Agent/Applicant Property Owner DATE_. OWNER'S SIGNATURE 8 a- 400Northern Colorado Geotech December 9, 2015 Wayne Allred PO Box 485 Windsor, Colorado 80550 2956 29th Street. Unit 21 Greeley, Colorado 80631 Phone: (970) 506-9244 Fax: (970) 506-9242 Re: Percolation Test and Septic System Design 12092 Weld County Road 72 Northern Colorado Geotech Project No. 303-15 Northern Colorado Geotech has performed a percolation test and septic system design for the above referenced project near Severance, 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. Sincere' NORTH COLD Doug LeafgFenp President Attachments: Site Plan Logs of Borings Septic System Design Criteria Septic System Cross Sections cc: Addressee (4) EXISTING SEPTIC TO BE ABANDONED — in E C' Tti. 1501 WATER WELL 0 a t5t 30u - mho, tr an ttpa asienesoPa tittteck thJi s Itudlcated on the dosijra donirncnts, no oilier rajen i regtririas doIbefs kern the pl sod QWTS, as Ind' cultic] In TaLk 30-1-1 of C:Ias1 IY9f 34) of the Wald County Co4o4 hap, tartest 'created tw obsaqvcoduring UM preliminary invvslSi itxt, racopiujsmaw ord't pcpd moll Inv a1: +>on Ths, EXISTING RESIDENCE PROPOSED LEACH FIELD SEE FIG. 2 EXISTING BARN WE ARE UNAWARE OF ANY RIGHT OF WAY SETBACKS ON THE PARCEL THAT COULD AFFECT THE PLACEMENT OF THE PROPOSED OWlS BORING LOCATION PLAN PROPOSED SEPTIC SYSTEM 12092 WELD COUNTY ROAD 72 WINDSOR, COLORADO FOR ALL REDY WELDING Northern Colorado Geotech 20S8 2.91 Street, LJnrI 21 Greeley, Colorado 80631 Phone: (970) 9364244 Fat: (970) 508-9242 Pr j*ci No. Scale: Date: Project Mgr: Figure No 303-15 l'' u1t14,! 12-7-15 DML WELD COUNTY ROAD 72 EXISTING SHOP alb EXISTING HOUSE PROVIDE MINIMUM OF SCHEDULE 40 PVC FOR THIS PIPE SECTION AS VEHICULAR TRAFFIC IS EXPECTED 26' a 25' 50' Cltmt Me dicta cas 10 outblcIlt abjecis indicated on die daarsign doourn rtis, no other Ob octs sciaacks Wm Phu proposed OWS, as itKilparsted in Tc hki lM1• 1 of Chapter i a1 the Weld County Cam, have been boated or obsenodt*;SC&J OUT pi tllirtkriurtyr krrvemigatlitin, rocOrtnailiaarick ot detailed sod invosiigartron SEPTIC TANK EXISTING SEPTIC TANK WATER WELL is CORRAL FENCES N EX BARN 100 FT RADIUS 0 INPSECTION PORTS EXISTING MAIN D -BOX 74 QUICK 4 STANDARD INFILTRATORS (4 ROWS WIDE BY 18 AND 19 LONG) WE ARE UNAWARE OF ANY RIGHT OF WAY SETBACKS ON THE PARCEL THAT COULD AFFECT THE PLACEMENT OF THE PROPOSED OWTS r BORING LOCATION PLAN PROPOSED SEPTIC SYSTEM 12092 WELD COUNTY ROAD 72 WINDSOR, COLORADO FOR ALL REDY WELDING Northern 40001‘+Colotado Geoteih 2.29th Wit, Unit 21 Gmeley, Coln cc$JS1 Phone' (97() 9241 Fax. (970) 506.9242 N0. SSE �ti Ron Na. LOG OF BORING No. � Sheet I of 1 CLIENT Wayne Mired ARCHITECT/ENGINEER SITE 12092 Weld County Road 72 Severance, Colorado 3.0 SILTY CLAYEY SAND Tan, roles!, loose BOTTOM OF BORING WATER LEVEL OBSERVATIONS WL None W D WL None A.E When Checked 8 Days A,E3 PROJECT Northem Proposed Septic System w a SAMPLES w 2 z Colorado Geotech 2956 29th Street Unit 21 Gree'Iey. Colorado 8063 I Phone. 970-506-9244 Fax: 970-5064242 a_ H a w w0 L a MOISTURE, % Go Z C TESTS a wcc Zw LLI EL O 2 STARTED 11/25/15 FINISHED 11/25/15 DRILL co. Drilling Erig DRILL RIG ME -75 LOGGED BY APPROVED DML NCG PROJECT NO. 303-15 LOG OF BORING No. 2 CLIENT Wayne Allred ARCHITECT/ENGINEER Sheet 1 of 1 SITE 12092 Weld County Road 72 Severance, Colorado SILTY CLAYEY SAND Tan, midst, loose 8.0 BOTTOM OF BORING WATER. LEVEL OBSERVATIONS WL None W.D WL None A.B. When Checked 8 Days A.B. C) O as PROJECT Proposed Septic System 11- 1— a. O SAMPLES w COD Zel m2 UI co z Northern Colorado Geotech 5 9 S O w Z 10 � 0o zz TESTS a Et 2 lc, CC_ ta- woc Zw w1 w zo r 12 24 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: 970-506-9244 Fax: 970-506-9242 STARtED 11/25/15 DRILL CO. Drilling Eng FINISHED 11(25/15 DRILL RIG CME-75 LOGGED BY TK APPROVED DML NCG PROJECT NO. 303-15 LUG OF BORING No. 3 Sheet 1 of 1 a. ;a When Checked 8 Days AS CLIENT Wayne Allred SITE 12092 Weld County Road 72 Severance, Colorado 5.0 SILTY CLAYEY SAND Tan, miks1, loose 801 -TOM O Of BORING WATER LEVEL OBSERVATIONS VL +L None W.D None A.B. 0 0 U. ARCHITECT/ENGINEER PROJECT i $tlbrthern AelliAkiliColorado Geotech 2956 29th Strei J n,it 21 Greeley; Colorado &M M 1 Phone: 970-506-9244 Fax. 970-506-92212 c�LB ror Proposed Septic System SAMPLES w 2 z O w w a Cl111 TESTS CC c0 Liu fro tea. 4- z Lu uu' 1I — STARTED 11125,115 FINISHED 11/26/15 DRILL CO. Drilling! Eng DRILL RIG CME-75 LOGGED BY APPROVED DML NCC PROJECT No. 303-15 Wayne Allred 12092 Weld County Road 72 Northern Colorado Geotech Project No. 303-15 SITE CONDITIONS It is our understanding that the site is being split into two parcels. The current site has two structures that use the same septic system. The split will necessitate the addition of a new septic system for the main residence on the property. The main residence is listed as a 4 bedroom structure. The site for the new septic system is adjacent to an existing corral with several fences dividing the proposed bed area into multiple corrals. The site is sparsely vegetated with weeds. Surface drainage is poor to the north. The site is bordered to the north the existing residence and Weld County Road 72. A barn and corrals are located to the west and south. Farm yard and a small lean-to shed are located to the east. The existingseptic tank and bed are located on the western portion of the existing site and will be part of the second property after the parcel is split. We are unaware of the presence of natural or cultural features at the site. A total of three percolation test borings and one soil profile boring were drilled on November 25, 2015. 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 silty clayey sand 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 (TB) 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 Bprini No. Percolation Rate (mip/ipl 3 20 36 5 40 Design Rate, Avg pert rate = 32 min/in. = Soil Type 2A with a LTAR of 0.5 Miry Bed Area: Q = 4 Bedroom = 525 gallons per day Area = 525 / 0.5 = 1,050 * 1.2 (Bed) = 1,260 sf Infiltrators = 1,260 * 0.7 = 882 / 12 = 74 Standard Quick 4's Wayne Allred 12092 Weld County Road 72 Northern Colorado Geotech Project No. 303-15 SEPTIC SYSTEM DESIGN SPECIFICATIONS Septic Tank — Minimum = 4 Bedroom residence = 1,250 gallon tank. The tank will need to meet the specifications of Weld County Regulations 0-9-20. The rid of the tank must be sufficient to withstand the load created by the burial depth of soil e are e 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 74 Standard Quick 4 infiltrators in an ti absorwide bed (4 by 18 and 19 long = 74 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. Backtill - 12 inches (minimum) to 36 inches(maximum)of on-situ. 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 1/8 -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 g located at the proposed ose - p' p d 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 I - mr_ �� distances from land features including 100' from any well, 50' from a pond or ditch, 20' from all dwellings and 10' from all fines, property Thee system shall be inspected by WCHD and/or Northern Colorado Geotech during critical phases of construction. Positive drainage shall be provided to minimize surface runoff from entering the system. �. The top of the field shall be seeded . or sodded with Iow-water demand vegetation to control erosion and aid evapo-transpiraflon. Large trees or shrubs should not be planted within 6 feet the field of 8. The completed leach tield should not be paved or driven over at any time. 9. A licensed septic system installer p y 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 ILA Homeowner's omeoner s uMde to Septic sterns http://www epagoviowmise,pti pubsihor•neou ner_gui le,_Iong. p►df Wayne Allred 12092 Weld County Road 72 Northern Colorado Geotech Project No. 303-15 INSTALLATION INSTRUCTIONS I. 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 ASah 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 CN I SEPTIC TANK SPEC 1 BOTTOM OF TANK MAY BE PLACED AT A DEPTH UP TO 8'O" BELOW EXISTING SITE GRADE 0 -BOX SPEC. 3 EXISTING GRADE SLOPE FOR POSITIVE DRAINAGE D -BOX ELEV. MAY BE FIELD ADJUSTED AS NECESSARY FOR POSITIVE FLOW APPROVED BACKFILL SPEC 4 INFILTRATORS SPEC 2 SEPTIC SYSTEM CROSS -SECTIONS SILTY CLAYEY SAND WE DID NOT ENCOUNTER LIIvI ITING ZONES WITHIN 8'O" OF THE EXISTING SITE GRADE SEPTIC SYSTEM DESIGN PROPOSED SEPTIC SYSTEM 12092 WELD COUNTY ROAD 72 SEVERANCE, COLORADO FOR WAYNE ALLRED Northern ti'if�litilrtid0 Gi90deCh 299328111 Street tkilt 21 Gisolley, Colorado 80531 303-15 mac 1" 3' Not mir 12-9-15 DIAL Fluggamk Hello