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Home My WebLink About20252146.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 WATER CONSUMPTION SURVEY To aid in the determination of water consumption for the water service you requested, it is of considerable importance to know as much as possible about how the water will be consumed. Please answer all questions as accurately as possible. If you have questions please call (970) 356-3020. Contact Information Owner Name: Owner Address: Owner Phone: Owner Email: GENARO NUNEZ & ROSA MARIAVEGA DE NUNEZ Agent's Name: 1731 FERN AVE. GREELEY, CO 806316305 970 415-3082 rvegadenunez@hotmail.com Which best describes your water service needs: © Residential Only No. of Family Members: 3 BDRM unit (6 Persons Max) ❑ Industrial / Commercial Usage Hours No. of Employees ❑ Livestock Operation No. of Livestock: o Cattle o Horses o Sheep o Dairy Cows Alles Taylor & Duke, LLC do Mark Taylor Agent's Address: 3610 35th Ave., Unit #6 Agent's Phone: Agent's Email: Evans CO 80620 970-330-0308 alles_taylor_duke@yahoo.com How do you plan on irrigating your lawn? ❑ North Weld County Water District ❑ Water from Irrigation Ditch ❑ Water from Well g Other (Specify) jit' Ia LJ'-\ 0 0 0 What is the present source of water for your livestock? N/A Hogs Chickens Other (Specify) Would you anticipate using the proposed water tap for watering livestock? ❑Yes © No If you are unable to complete the above, please complete one or more of the below: Please base your design for our tap on a maximum usage of: Gallons per minute Gallons per day Gallons per month Mark Taylor for and on behaltENARO NUNEZ & ROSA MARIAVEGA DE NUNEZ Printed Name o? Plop Requesting Tap - If Agent, Note Client Name & Agent Name Separately Signature 6/18/2025 Date How would you like the Commitment Letter returned to you? El Mail ©Pick -Up in Person ❑Email North 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 WATER TAP REQUEST FORM Review Fee: $40.00 per lot up to a maximum of $800.00. Commitment Letter Fee: $100.00 per equivalent tap for all lots which an "intent to provide service" is denoted in a Commitment Letter (CL). For such CL, the District shall reserve capacity forthe applied water service in the delivery system for a period of one year. By submitting this completed form to the District, along with payment of the applicable fees, the applicant agrees to have their tap request placed on a waiting list which will be posted on the District's website and updated weekly. Expect a minimum 8 —10 weeks for CL review and processing. Contact Information Owner Name: GENARO NUNEZ & ROSA MARIAVEGA DE NUNEZ Owner Address: 1731 FERN AVE. GREELEY, CO 806316305 Owner Phone: 970 415-3082 Owner Email: Property Location rvegadenunez@hotmail.com Agent's Name: Agent's Address: Agent's Phone: Agent's Email: Alles Taylor & Duke, LLC c/o Mark Taylor 3610 35th Ave., Unit #6 Evans CO 80620 970-330-0308 alles_taylor_duke@yahoo.com Please Include a Sketch of the Area and Any Proposed Separation of the Parcel in Question. Physical Address: (If Known) Distance from Nearest Intersection: Include County Road Numbers. 750'+/- south of E.16th St 1731 FERN AVE. Parcel No.: 096111000073 Weld County: https://www.to.weld.co.us/maps/propertyportal/ Larimer County: http://mapsl.iarimer.org/gvh/?Viewer=LIL What Is Your Intent for The Request? Vacant Land ❑ Family Farm Division ❑ Subdivision/PUD {Municipality) ❑ 35+ Acre Division ❑ Well Replacement ❑ Half & Quarter: Section: Township: Range: Pt SW 1/4 10 5N 65W # of Taps Requested 1/2 Lot Line Adjustment Minor Subdivision Resubdivision Accessory Dwelling Unit Zoning Permit for Manufactured Home/Structures Other Are Fire Flows Required? Yes No (If Yes, Fire Flows must be provided in writing from the Local Fire Jurisdiction.) Mark Taylor for and on behal ENARO NUNEZ & ROSA MARIAVEGA DE NUNEZ Printed Name of, Requesting Tap - If Agent, Note Client Name & Agent Name Separately 6/18/2025 Si nature Date How would you like the Commitment Letter returned to you? EMail ©Pick -Up in Person ❑Email g _\ }�{ R. /�, wD ;»z j10}/ \ Ili am« %3�§ &mo c e { r ° CC4 0- v >, u 2 CC . 3 » 0 { sa § 2 kJ 2 10 in_ Z /2or wO § «$ ))§/ \2§ § a ®±2/ /fzo �§ a § @ LI E- -v§ 4) \�r� \\ �}/§ E \k§b \ $ §co M. c 2\ o § \ \ § § CL.as e L Ea &\�� m® ®6#6 §f>@ ( m%i/ �± E.Q LLI )7 k\\\ .0 cc — 0 >.., -0 ]�§2 ce \{ UP oU 2C •: \%2& & c ±$ /ki§ �c\\ \ 2 = u 22§f Q0.J \§ o \\ L 3 o ) ( = & a) 2 y =. \ 3 § E \ 6/18/25, 1:41 PM Payment Confirmation ESTABLISHED 1962 Thank you. The following payment has been successfully submitted. Payment Submitted Confirmation number: Payment Date: Payment Type: Account Number Payment Method: Card Number: Payment Amount: 200271476100 Jun 18, 2025 1:41:41 PM North Weld County Water District WTRF MasterCard (Debit) ************4983 5140.00 Total Amount Charged: $140.00 https:/lipn4.paymentus. comlbiller/stdelotp-print-confirmation.do?C5 R F_TOKEN=1750275701347-76c 1 f1 a 1 c0f590dc8684c5285fe2d29515d00c87d40... 1/1 Scanning Cover Sheet for Septic Permits Permit # Permit Type: Situs Street Address Situs City, State, Zip SP -9700294 Health / Residential / New 2501 E 18TH ST E Sec/Town/Range: 10 -05N -65W Parcel # (12 digits) Owner Full Name: Owner Address: Contact Name: Contact Address: 096110403001-R0215787 Application Status: Finaled Application Date: 07/01/1997 VEGA JESUS & SANTOS MARIA VEGA 2501 E 18TH STREET GREELEY,CO 80631 NUNES JENARO 2501 E 18TH STREET GREELEY,CO,80631 Owner Phone #: 970-352-6598 Contact Phone# 970 352 6598 Information above has been Verified in Accela by employee noted below x Processed by: Report ID: EHS00024v003 Print Date -Time: 7/8/2008 2:44:44PM July 08, 2008 Date Page 1 of 1 WELD COUNTY HEALTH DEPARTMENT 1517 16TH AVENUE COURT, GREELEY, CO 80631 (970)353-0635 EXT 2225 FAX (970)356-4966 Permit # : SP -9700294 Sec/Twn/Rng: 10 05 65 Permit Type: Parcel No: 0961 10 403001 Location: Legal Desc: APPLICANT OWNER KNEW C -commercial, R=residential + NEW, REpair, VauLT 2501 E 18 ST ZF-1 L1 ZENDT'S FARM 02501 El8 ST% 2501 E 18 ST NUNES JENARO Phone: 970 352 6598 2501 E 18TH STREET, GREEELEY COLORADO 80631 VEGA JESUS & SANTOS MARIA VEGA Phone: 970-352-6598 2501 E 18TH STREET, GREELEY COLORADO 80631 L 520 O? Status: Applied: 07/01/1997 Issued: 10/30/1997 Finaled: 3/////99, Description: HOUSE Commercial (YIN): N Number of Persons: Number of Bedrooms: Water Public (Y/N): Water Private (Y/N): Water Permit No: Percolation Rate: Ground Slope: Residential (Y/N): 4 Basement Plumbing (Y/N): 4 Bathrooms-> Full: Y Utility Name: Cistern (Y/N) : Y Acres: 4.00 N 2 3/4: 1/2: CITY OF GREELEY Well (Y/N) : 5.0 Limiting Zone: 02 ft 00 in Dir: Soil Suitable (Y/N): N Engineer Design Req'd (Y/N): Y Minimum Installation Septic Tank: Actual Installation Design 1250 gal Septic Tank: Iz.Sb gal Type: eiGQv "S5 rA.su.o .44)5 Desc: SAND/GRAVEL In 100 Yr Flood Plain (Y/N): Y Absorption Trench: sq. ft. . Absorption Bed: 1831 sq. ft. Absorption Trench: sq. ft. Absorption Bed: +z- sq. ft. NOTICE 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 not transferable. The Weld County Health Department 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 Weld County Health Department. x Env ron1 Specialist Date o 69 conditions: `anS-fruCsk- c.ccovJi --n en ;mean. UCt 44.Ct e., w1 eoc1rc pat ' .( &1 Q) WELD COUNTY HEALTH DEPARTMENT 1517 16TH AVENUE COURT, GREELEY, CO 80631 (970)353-0635 EXT 2225 FAX (970)356-4966 Permit # Permit Type: Parcel No: Location: Legal Desc: :F1\3, -9700294 N 9700294 Sec/Twn/Rng: 10 05 65 EW C=commercial, R=residential + NEW, REPair, VauLT PERMIT Applied: 07/01/1997 0961 10 403001 Expires: 06/26/1998 2501 E 18 ST ZF-1 L1 ZENDT'S FARM %2501 E18 ST% 2501 E 18 ST APPLICANT NUNES JENARO Phone: 970 352 6598 GREEELEY COLORADO 80631 MARIA VEGA Phone: 970-352-6598 GREELEY COLORADO 80631 OWNER 2501 E 18TH STREET, VEGA JESUS & SANTOS 2501 E 18TH STREET, Description: Commercial (Y/N): Number of Persons: Number of Bedrooms: Water Public (Y/N): Water Private (Y/N): Water Permit No: Percolation Rate: Ground Slope: HOUSE N 4 4 Y Residential (Y/N): Y Acres: 4.00 Basement Plumbing (Y/N): N Bathrooms-> Full: 2 3/4: 1/2: Utility Name: CITY OF GREELEY Cistern (Y/N): Well(Y/N): Limiting Dir: Soil Engineer Design Req'd (Y/N) : k/ Zone: 2 -ft 0 Suitable (Y/N) : In 100 Yr in Desc: S l(Soa ,,eQ Al Flood Plain (Y/N): From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: Chambers Septic Tank: t Z -S -o gallons, AbSUTprion french sq. ft. or sorption Bed 1?3 sq. ft. i© gc i (Re) In addition, this permit is subject to the following additional terms and rYviciv . Ufai,1 ' NOTICE This permit is granted temporarily to allow construction to commence. This permit may be revoked or suspended by the Weld County Health Department for reasons set forth in the Weld County 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. This permit is not transferable. Before issuing finalapproval of this permit the Weld County Health Department reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval is contingent upon the final inspection of the completed system by the Weld County Health Department. Environmental Specialist `. `Date A-44 W1�Dc ,e COLORADO From Subject EORRflDUm Jeff Stoll Date October 14, 1994 Pam Smith, Environmental Specialist I.S.D.S. Flood Plain Policy Septic systems will not be allowed to be located in the floodway. Septic systems will be allowed in the flood plain, but the system must be installed in a manner as to prevent the infiltration of groundwater into the septic tank and to prevent the release of sewage from the tank during a flood event. If the tank is above the flood plain elevation, no special installation requirements would be necessary. If the tank is not above the flood plain elevation then the access to the tank manhole lids must be covered with 20 mil PVC and sealed with plumbers cement. When the seal is broken, i.e. the tank is opened for pumping, etc., the tank must be re -sealed prior to backfilling again. A backflow preventer must also be installed in the effluent line between the tank and the absorption field. All other percolation and suitable soil criteria must be met for a conventional septic system to be installed. For inspection purposes, the materials to seal the manhole lids must be on site. The manholes are not required to be sealed at the. time of inspection in order to allow for the inspection of tee's in the tank. WELD COUNTY HEALTH DEPARTMENT ENVIRONMENTAL PROTECTION SERVICES SITE EVALJATION OWNER: -.\@Svs APPLICATION NO.: SP17oc2gI SITE: DATE: 7- 7-97 sec PT S'° T RS SUBDIVISION: LT BLK FLG PERCOLATION TEST DATA: Start Time: min. min. Eh Hole No. Hole Depth H2O Remain min. min. min. min. min. min. min. min. Z C- tl 30 b� L G s" 2 3Q� — re w Gs' 3 �o ZS. 4 30— Gs 5 3a'. G S 30 If 6 All measurements in .mm unless otherwise indicated. * - Add H2O Environmental Specialist l Total Average Rate SOIL PROFILE N PLOT PLAN I (vel•5c. Suess,' t jyy,orc,k 3 f — t..,+- s„,,,1 _ cl,;(i.7 ..,k3_,_ 0 ' — e r 25o L. 2 J—\___..,' + - - ...---__: Go sf 2501 r, E r' .i,-c) inz.., c.. et"n t . P. ....v Hilt i„ic +0 Irk Fak PaA,nl6.rJ‘7t, �w, i 1411.1 -Zn E 6-, D Es ► 6 -it) It O. WELD COUNTY BOARD OF HEALTH ENGINEER DESIGNED SYSTEM REVIEW PROPERTY OWNER: Vega, Jesus PERMIT NO.: SP -9700294 (New) LEGAL DESCRIPTION: PT: 000 SECTION: 10 TOWNSHIP: 05N RANGE: 65W SUBDIVISION: N/A LOT: 000 SITE ADDRESS: 2501 E. 18th Street FACILITY: Residential 4 bedroom home PERC RATE: <5 SLOPE: BLOCK: 000 FILING: 000 ACRES: 4.0 SOIL: Unsuitable WATER SUPPLY: Greeley LIMITING ZONE: 2° Sand, gravel, 3' Groundwater Yes ENGINEER DESIGN (3.5) No EXPERIMENTAL DESIGN (3.14) ENGINEER: Tom Cope, Total Engineering ADDRESS: 3310 State Street, Evans, Colorado 80620 ESTIMATED FLOW: 900 G.P.D. PRIMARY TREATMENT: Standard tank CAPACITY: 1250 GALLONS DISPOSAL METHOD: Soil replacement-Mounded/Absorption SIZE: 1831 SQUARE FEET REQUEST FOR VARIANCE: N/A STAFF COMMENTS: The system is adequately sized for the proposed load. Bottom of system will be 1 foot above grade with 4 feet of suitable fill material (30 mpi). Flood Plain policy applies, all set backs must be met. STAFF RECOMMENDATION: Approval ENVIRONMENTAL PROTECTION SPECIALIST: Troy Swain REVIEWED BY BOARD: October 28, 1997 B.O.H. DECISION: APPROVED: _ e_,R(„,_ (o-zg-9 7 Chairperson Weld County Board of Health DENIED: TABLED: TS/rb-2929 WIIDc COLORADO STAFF APPROVAL OF ENGINEER -DESIGNED SYSTEM The engineer -designed Individual Sewage Disposal System proposed for the property located at 2 -S -0S—& I - ) S I -h following conditions: Gae-(d Fa'GvG� , and designed by is hereby approved subject to the ci Po (« //81 )i>e5. /III y v l t 1 vim.,s / 1 tom. I, ( 2.�-?mac �r� (T i u n ez- , applicant for I.S.D.S. Permit No.: SP- 1 ?O� z Y under the provision of the Weld County Individual Sewage Disposal System Regulations, do hereby understand and agree that after approval by the Director of Health Protection Services, I may proceed with the construction of my engineer -designed sewage disposal system prior to approval by the Weld County Board of Health, but that the Board of Health reserves the right to disapprove any or all parts of the system design when it considers my application. I understand and agree that I proceed at my own risk and that I may be required by the Board to remove any or all of the system installed prior to Board of Health consideration of my application. nvironmental Protection (a J -l1c1 7 Date ES32 e-te l tic cc) defi±e.7a_ Applicant (o{Zc let'? Date (tit COLORADO October 31, 1997 Jesus Vega 2501 E. 18th Street Greeley, Colorado 80631. RE: Individual Sewage Disposal System Permit No.: SP -9700294 Location: 2501 E. 18th Street Dear Mr. Vega: 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 I.S.D.S. Permit are enclosed. PLEASE NOTE THAT THE SYSTEM MUST $E 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 353-0635. Sincerely, Pam Smith Environmental Protection Specialist PS/rb cc: Tom Cope AO(00, & IIIR COLORADO STAFF APPROVAL, OF ENGINEER -DESIGNED SYSTEM The engineer -designed Individual Sewage Disposal System proposed for the property located at Zs —a l e r- s7`r�z , and designed by -6--Q is hereby approved subject to the following conditions: cA^5 cle) +� -� P -es nJ lid -Ctw., FiC,27-I) la9e) Pdfr&y_ /W)5. 1111 Q n ( C� L. 5. b. 5. 3 1 � -5 4lpL 47 e/'11i cl CICZ, , applicant for I.S.D.S. Permit No.: SP- 1700 a 9 y under the provision of the Weld County Individual Sewage Disposal System Regulations, do hereby understand and agree that after approval by the Director of Health Protection Services, I may proceed with the construction of my engineer -designed sewage disposal system prior to approval by the Weld County Board of Health, but that the Board of Health reserves the right to disapprove any or all parts of the system design when it considers my application. I understand and agree that I proceed at my own risk and that I may be required by the Board to remove any or all of the system installed prior to Board of Health consideration of my application. nvironmental Protection (b fZ-1 J Date t1 ES32 ,e...1-24 re) do A plicant t01z( 1417 Date IL l5 Wine COLORADO July 11, 1997 DEPARTMENT OF HEALTH 1517 16TH AVENUE COURT GREELEY, CO 80631 ADMINISTRATION (970) 353-0586 HEALTH PROTECTION (970) 353-0635 COMMUNITY HEALTH (970) 353-0639 FAX (970) 356-4966 To: Applicant for Weld County Individual Sewage Disposal System Applicant: Vega, Jesus Application No.: SP -9700294 Address of Proposed System: Near 2501 East 18th Street Legal Description of Site: PT: SEC: 10 TWN: 5 Subdivision: N/A Lot: Block: Filing: Date of Site Evaluation: 07/09/97 By: Troy E. Swain RNG: .65 Dear Applicant: Please be advised that the proposed Individual Sewage Disposal System for the above site must be designed by a Colorado Registered Professional Engineer as per Weld County I.S.D.S. Regulations 3.5 and/or 4.6, as follows in part: 3.5 ..Except as provided in 25-10-107, CRS 1973, no permits shall be issued for the following systems unless they are designed by a Registered Professional Engineer and after they have been received and approved by the Board of Health. D. Absorption fields for which the location cannot meet suitable soil or slope requirements. 4.6 A suitable soil shall meet the following criteria: A. A minimum depth of four (4) feet between the bottom of the proposed absorption field and any limiting zone(s). (Depth to limiting zone at above site: 2 feet sand/gravel, 3 feet seasonal high ground water). B. Has the capacity to adequately disperse the designed effluent loading as determined by a field percolation rate of between five (5) minutes per inch and 60 minutes per inch or by other approved soil tests (Percolation rate at above site: <5 m.p.i.). C. Acts as an effective filter within its depth for the removal of pathogenic organisms. The engineer design must be approved by the Weld County Board of Health before a permit can be issued. The Board of Health meets on the fourth Tuesday of each month: therefore, the engineer design must be submitted to this office ten (10 days prior to the meeting. Should you have any questions concerning this matter, please contact this office. Sincerely, Troy E. Swain, Environmental Protection Specialist TES/jh- 2436 Enclosure (2) Total Engineering Service, Inc. 3310 State Street • Evans, CO 80620 • (970) 339-5215 September 30, 1997 Mr. Jeff Stoll Director Environmental Protection Services Weld County Health Department 1517 16th Avenue Court Greeley, CO 80631 Re: Jesus Vega 2501 E. 18th Street Greeley, Colorado 80631 S.P. 9700294 Dear Jeff: - C~a ejte Oct Please find enclosed an engineered design for an Individual Sewage Disposal System (I.S.D.S.) for the above referenced site. Percolation tests were performed by a representative of the Weld County Health Department on July 9, 1997, enclosed. The average percolation rate was found to be < 5 minutes per inch. The rate does not meet County regulations. A limiting zone of sand & gravel was also found at two feet (2'), and a limiting zone of ground water was found at three feet (3'). Due to the rate and the limiting zones an engineer designed septic system is required. The system has been sized for a four bedroom single family residence. The ISDS was designed to use a 1250 gallon two - compartment septic tank and a 915.5 effective square foot absorption bed using 60 standard Infiltrator@ units The system can handle the flow. See enclosed calculations. The following criteria must be met: The owner will need to provide a minimum of four feet (4') of adequate soil between the bottom of the Infiltrator® and any limiting zone. This will require removal of three feet (3') of soil and replacing with fill to meet the adequate soil criteria. The fill will need to have a percolation rate between ten to thirty minutes per inch (10-30 min./in.). The bed will need to be built up one foot (1') above the existing ground elevation. Total Engineering Service, Inc. 3310 State Street • Evans, CO 80620 • (970) 339-5215 Mr. Jeff Stoll Page Two September 30, 1997 The absorption bed will be constructed with standard H-10 Infiltrator® units installed in accordance to the manufacturer recommendations. The absorption bed must also be surrounded with a plastic liner made of a minimum thickness of 3 mil. The liner should be installed from the top of the infiltrator to one foot (1') below existing ground level. A minimum one foot (1') of fill material will then be placed over the units. The Engineered Designed System was designed in accordance to Weld County Individual Sewage Disposal System Regulations. The owner will have to meet the required distance criteria as shown in Table II in the Weld County Regulations, enclosed. I hope your Department will view the design favorably and issue a permit. Sincerely, TOTAL ENGINEERING SERVICE, INC. Kendal Brazelton Engineering Technician cc: Jorge Vega 97-185 Review b •`� t�Eft T�vYOei 4No 1. l I.r � Tom Cope, "'' �r� i;A`tt `, President 24 Total Engineering Service, Inc. 3310 State Street • Evans, CO 80620 • (970) 339-5215 CALCULATIONS INDIVIDUAL SEPTIC DISPOSAL SYSTEM ESTIMATED FLOW 4 Bedrooms 8 People @ 2 people/Bedroom = 8 @ 75 gpd/Person = 6 0 0 g p d Maximum Daily Flow = 9 0 0 g p d SEPTIC TANK (900 gal/day)(day/24 hrs)(30 hr Req. Det.) = 1 1 2 5 g p d USE: 1250 Gallon Tank ABSORPTION BED A = Q(t) 0.5L — 3.5 A = (900)(30) 0.5(1.3). 3.5 A = 1,831 sq. ft. INFILTRATOR EVALUATION Reduce area by 50% Q = 900 gpd t = 30 mpi (replacement soil) A=915.5sq. ft. Affective Area/Infiltrator = 15.6 sq. ft Infiltrators required: 915.5 sq. ft =58.7 units 15.6 sq. ft/unit USE: 5 Units wide x 12 units long Oversized by 2.24% SEPTIC SYSTEM JESUS VEGA 2501 E. 18th STREET, GREELEY, COLORADO 1 Total Engineering Service, Inc. NN NO N NN N14 N N NN "J no 3310 STATE STREET EVANS, COLORADO 80620 (970) 339-5215 DATE: 9/30/97 PROJ. NO: 97-185 SCALE: NTS DRAWN BY: K.B.B. CHECKED BY: T.M.C. SHEET OF .1 S"EP-16-1'997 13:45 . UELD• COlJhiTY HEALTH DEPT 19^03564966 P.02 Permit # Permit Type: Parcel No Location Legal Desc APPLICANT OWNER WELD COUNTY 1517 16TH AVENUE. (970)353-0635 EST P-9700294 Sec/Twn/Rnge. 10 0 HEALTH DEPARTMENT OURT, GRESLEY, CO 80631 2225 FAR (970)356-4966 65 PERMIT' C-comaercill, Reteaidential NtS, R Tot ; Van LT 0961 10 403001 501 F-1 501 501 11EGA 501 E 18 ST L1 ZENDT'S FARM %2501 E13 ST% E 18 ST JENARO E 18TH STREET, GREERLEY JESUS & SANTOS MARIA VEG. E 18TH STREET, GREELEY C Descripition: Commercial (i/N): Number of Persons: Number of Bed'ooms: Water, Public IY/N): Water Private IY/N?: Water Perm t No: Percolation Rate: % Ground Slope: Engineer Desi Pram the *pplicaeieo are reghl!sd' HOUSE N 4 . 4 Y Applied: 07/01/1997 gxpiren: 06/26/1998 Phone: 970 352 6598 OLORADO 80631 f Phone: 970-352-6598 LORADO 80631 Resident- 1 (Y/N) : Y Basement Plumb'"g (Y/N): N Eathroo s-7 Full: 2 3/4: • 1/2: Uti4tty Name: CITY OF GREELEY Cist rn (Y/N): Wel1(Y/N)= Limiting Zone: Dir: Soil Suita Req'd (Y/N) : .Acres: 4,00 2 tt t3 in Desc: le (Y/N) : %. In 100 Yr Flood Plain (Y/N) : lied and this on -cite minim= P soil etcolwti date the following ientailetien speelficaia drsatioa sip Septic Tank: gallons, Absorption 0 Absorption In addition, dais permit is subject to the conditions: ! - This permit le gideted health Department for soy term or condition ass. tics by the dope This permit la not tr to iapoae additional t enntingert upon the Chambers Trench sq. ft. Bed sq. ft. i ollowirlg additional terms and NOTICE I cmpc_arili' to all' ' .7r,.+r_ructio» to commence. *tie aeons .1Hr fnrth 4n the field county individual sewage disposal aysteca regulations including failure to meet prowaL The issuance of this permit does not cunatitue" pael there?' 'hiring temporary or final OPp meat or, its e,m5loyeer of liability for the fail or inadequacy of the eewrage disposal system, s etarable. Before issuing final Approv41 of this perr-dit the weld ('t...nty Health Departcsnt reserves the right nag and conditions required to meet our reyulati no on a contiening basis. Pinal permit approval is i inspection of the completed eyetes by the Refi Csunty Wealth Department. permit may be rcvexed or sudpeaded by the Feld County Environmental Specialist Date SEP-16-199? 1345 SITE EV1 i4ATZ0t7 1 APPLIcATION CIO.: <P b 700 2I y DATE I 7- % 7 • IAEL D COUNTY HEALTH DEPT O'NFR. ...,evs . V C' u 11/4 SITE: SUBDIVISION: Yes PERCOLAIIION TEST DATA: Start Time: 195 3564'x.5 P . a FT S 1(9 T S p 5__ LT - BLK FLG Bole . Hole No. Depth 30 0 min 2 3 4 ttiia . mitt. rein. J!Iir►. min. min. min. min. inch 5 6 .• �o J All measurements in .m unless otherwise indicated;. *_ Add Ii2D >� Environmental Specialist Tata Average Rate H PLOT PLAN u: 5o I L , g.t> r AR{Peke-.v P;ii Imk tat R( QaHD/ErrJgr- 1n (n SOIL PROFILE o4� r � I Su. r� jri,�c i ;tee \ ITT.a -,...-. FA1N .' Yf) COD. TOTAL P.©3 '4.2 'Minimum distances between components of a sewage disposal system and pertinent ground features shall he as prescribed in Table II. 4-4 u, '-4 o!cn N M O ).. a 7 • tL C ) .Z to tN CV O W tD b ,A U) � u l- C O Seepage Pit Absorption Field, Seepage t,i Bed, Sand lter Trench, O c ", N N O. N O .n .r N .0 O CJ O O .n N Privy, Slit Trench Unlined Subsurface Sand Filter in Soil with a i o in .n .n o .n .n o .n Percolation Rate Slower i than 60 minutes per inch * N N N N - - Unlined or Partially Lined Evapotranspiration o .v'v N'4 o� N N o- System, St_abilizatibn Ponds .-. � Lined Subsurface o a .n v, O O n o O Sand Filter `D .--I N .-i .-. r. N O .•r Lined Evapotranspiration_ w w or Lined Stabilization o o 4n -4 N .- o o p. o O 0 Pond i ' Privy Vault or Vault 0 0 .n .n 0 0 0 .n O u1 •-C N -4 r/ . (-.4 N .1 Septic Tanks, Treatment O o o O O Plants or Septic Tank in o in 30 0 0 0 o ` O Effluent Lines U O U O Building Sewer 0 .n O .n .. N 0 0 0 4.n 0 O .n O .-. a a CO E ro C C 0) .+ H C .: o) a v O 5) -i W-.. C C ..1 • L °a m' v o, O>. 7 ' m m. E u U) i, O O, a. O t0 .., : O 0 .-. v H 04 0 1) 0) a ta u 0 O 0) 0) 0) C 'O U) V, C W.. e 4, W. mO.. O 4J O-- C o ,ra s O i-1 4-4 o •O C O -- T r --, .-. V 1 ) U . -, .. 0 O ` C .i, $4 w E L, rt.c 's V .i U•5 e 1.6 o O . 4. ) a CJ . ; O O 4 ) 34 c t 1., - 7 22 09 V m • 1 V u .O Z.:4 ..s `• O . m m° I .._ U. u .0 .b W C m ..., ❑ a ......G • W D0 V m ,61 a 9 y 9 m • t c m a.. 0 C O ~ ti y .' 4 .•! m u y •' m a m o y >.% ...4 m t•,..f J 4o U• 0 O m O vg t m- w V A. ti• ° v t 0 4 ).°• C C O If V 0 W ^ 0.- W t .-.. C V o m V 5 C 0 5 ,y W, p m ° 0 0 ro W o• n m° . C . V u 0 .. 9 > V u C O 1 V • u W m - i ... W u 4 m J a u o o '° C C m t •.,.. 'C "', .. u a z w e m m •• -r C u 6 m 0 C w C Y .. C , V J "', L . CU °. �N•'0'x.O. c Y • A, C m q r, 40 u w .4".m W• O� AO •s•-.' u 44 $0 C. It: C ..°` a .20 .4:12 c () ' m• ° B V 224 - Y 0 Y 4 Y U O 4 u ... ... a r o .a . • LoS or., ^oa J 0 Y m m V m•z a ,C V ,GV y q D ^ • m Y � � v u n t ? J .44 M12! .C O .. Y 4 C CT 0 14 V a C m ° 4 • V •°4 i 00 4.1 T Y ° 0..•. Co • CO - 0 V O m • ^• B C u a a m a it O C C m 0 U Y C C • u m m a a ° • V A • e .0 C U 0 ✓ a u U C 64 • V •• V _0. ▪ 0 4 v m m y u i L i i i i i i 1 i ******************.********************************************************* WELD COUNTY HEALTH DEPARTMENT (970) 353-0635 RECEIPT *************************************************************************** Receipt Number: 97001439 Payment Method: CASH Amount: Notation: 265.00 07/01/1997 10:04 Init: KLOERA Owner Name: Applicant Name: Permit No: Parcel No: Site Address: Location: This Payment VEGA JESUS & SANTOS MARIA VEGA NUNES JENARO SP -9700294 0961 10 403001 2501E 18 ST 0215787 Total Fees: 265.00 Total ALL Pmts: 265.00 265.00 Balance: .00 *************************************************************************** Account Code 256041400-4221-400 256041400-4221-400 256041400-4221-400 256041400-4221-400 256041400-4730-400 Description New Septic Permit Repair Septic Permit Vault Permit Site Evaluation Potable Water Sample Amount 150.00. .00 .00 115.00 .00 Description: Commercial (Y/N): Number of Persons: Number of Bedrooms: Water Public (Y/N): Water Private (Y/N): Water Permit No: HOUSE N 4 4 Y Residential (Y/N): Basement Plumbing (Y/NY: Bathrooms-> Full: Utility Name: Cistern (Y/N) : Y Acres: 4.00 N 2 3/4: 1/2: CITY OF GREELEY Well(Y/N): NOTICE Applicant acknowledges receipt of the individual sewage disposal system guide and that the completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Health Department to be made and furnished by the applicant or by the Weld County Health Department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10, title 25, CRS as amended. The applicant certifies that the proposed system will not be located within 400 feet of a community sewage system. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are, or will be, represented to be true and correct to the best of my knowledge and belief, and are designed to be relied on by the Weld County Health Department in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. ..4_,;7,c7_77-> _— OWNER/APPLICANT Date a. ,,II vs, I -t P:IIt1i — WELD COUNTY HEALTH DEPARTMENT 1517 16T1-1 AVENUE COURT GREELEY, COLORADO 970-353-0635 970-356-4966 (FAX) SEPTIC APPLICATION INFORMATION PROPERTY. OWNER Jesus ves----- MAILING ADDRESS 2So/ , (khl,e) CITY Ye/tS ST(o ZII1D.�3i HOME PHONE 3(2 WORK PHONE -FAX5c4,,,_. SITE ADDRESS 2S'©/ ��'-<-7 DIRECTIONS TO SITE LEGAL DESCRIPTION PT PT SEC' /O TWN $ RNG SUBDIVISION LOT �� ? ACRES 1 BLOCK FILING PARCEL NO CALL ASSESSOR AT 353-3845 EXT 365( YItIS NMI HER IS DIFFFRF,NT FROM LEGAL D}_SCRIEnori IOO YEAR FLOOD PLAN? RESIDENTIAL? NUMBER OF PERSONS CENSUS TRACT COMMERCIAL? DESCRIPTION 49L-eS-e-- i:K. I I0(151? MOllll.L /MOt tJLA/. SI lOt', IIUSINESS BASEMENT PLUMBING p NO OF BEDROOMS 1 BATHROOMS: FULL .2 3/4 1/2 PUBLIC WATER Y I N yes WATER SUPPLIER /iJ/i'( WATER PRIVATE Y /N AD CISTERN YIN WELL Y/N WELL PERMIT t# NEW PERMITf`.(�y- • REPAIR PERMIT /9D I'ERCTEST iy(/ FAX SINI S125 511SJ 31 IF THIS IS A REPAIR PERMIT, PLEASE LIST PREVIOUS OWNERS OF THIS PROPERTY APPLICANT NAME erme i9 4t! J'-e.c MAILING ADDRESS �/1-1..� CITY ST ZIP IIOI\IE PHONE S�4,l,.,.- WORK PIIONE FAX 444 S. 2nd Street ° LaSalle, CO 80645 © (970) 284-9240 February 23, 1999 Ms. Pam Smith Environmental Protection Services Weld County Health Department 1517 16th Avenue Court Greeley, CO 80631 Re: Engineered Design Septic System Jenaro Nunes 1731 Fern Avenue, Greeley SP -9700294 Dear Pam: A representative from Total Engineering Service, Inc. observed the installation of the above referenced septic system prior to covering. The system was installed in accordance to the engineered designed system prepared by Total Engineering Service, Inc. Please contact me if you have any questions concerning this matter. Sincerely, TOTAL ENGINEERING SERVICE, INC. / 7f Tom Cope, P. President cc: 97-185 �t�d��tt 11fIIt{tf,rygtio �� µµµ (' V. i E �'�� ''Q qs �yE �LC®C e® � ¢ ,› � ,� �0' ',/�"��A rtlituitt� 0 �� . September 12, 2024 Genaro and Rosa Nunez 1731 Fern Avenue Greeley, Colorado 80631 Re: Septic System Design 1731 Fern Avenue Northern Colorado Geotech Project No. 101-24 Northern Colorado Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970) 506-9244 Fax: (970) 506-9242 Northern Colorado Geotech has performed a site reconnaissance, soil evaluation and septic system design for the above referenced project in Greeley, 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. Sincerely, NORTHERN\COLORAD r Doug Leafgren President Attachments: Site Plan Logs of Borings Septic System Design Criteria Septic System Cross Sections cc: Addressee (4) S Q 0 co 1 h O I OWNERS GENARO AND ROSA NUNEZ SW QTR SEC 11, T5N, R65W N 100' 0 100' 200' Other than the distances to setback objects indicated on the design documents, no other objects requiring setbacks from the proposed OWTS, as indicated in Table 30-7-1 of Chapter 30 of the Weld County Code, have been located or observed during our preliminary investigation, reconnaissance or detailed soil investigation AREA OF NEW SEPTIC SYSTEM (SEE FIG 2) WE ARE UNAWARE OF ANY RIGHT OF WAY SETBACKS ON THE PARCEL THAT COULD AFFECT THE PLACEMENT OF THE PROPOSED OWTS BORING LOCATION PLAN SEPTIC DESIGN 1731 FERN AVE GREELEY, COLORADO FOR GENARO AND ROSA NUNEZ Northern Colorado Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970)506-9244 Fax: (970) 506-9242 Project No. 101-24 Sca 1" = 200' 9-12-24 PI> t DML Figure No. 1 INSPECTION PORTS MIN OF 53 QUICK 4 INFILTRATORS _ (4 ROWS WIDE BY 13 AND 14 LONG) TEST PITS FENCE 56' 12' 0 5' LiD -BOX 25' SEPTIC TANK 40 EXISTING RESIDENCE 25' 0 25' 50' Other than the distances to setback objects indicated on the design documents, no other objects requiring setbacks from the proposed OWTS, as indicated in Table 30-7-1 of Chapter 30 of the Weld County Code, have been located or observed during our preliminary investigation, reconnaissance or detailed soil investigation w z LU z uJ w w WE ARE UNAWARE OF ANY RIGHT OF WAY SETBACKS ON THE PARCEL THAT COULD AFFECT THE PLACEMENT OF THE PROPOSED OWTS BORING LOCATION PLAN SEPTIC DESIGN 1731 FERN AVE GREELEY, COLORADO FOR GENARO AND ROSA NUNEZ Northern Colorado .40,01kGeotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970) 506-9244 Fax: (970) 506-9242 Project N. 101-24 1"=50' Datg 9-17-24 Ned DML Figure No. 2 LOG OF PROFILE Test Pit i Sheet 1 of 1 CLIENT Genaro and Rosa Nunez ARCHITECT/ENGINEER SITE 1731 Fern Avenue Greeley, Colorado 4 0 a O PROJECT DEPTH (FT.) Proposed Septic System SAMPLES TESTS N w -J Oj m z cc w m 2 z w a r H 0 w zw w0 >O �w OC zz MOISTURE, >- i_ z w 0 0a. ADDITIONAL DATA/ REMARKS 6" TOPSOIL 0.5 SILTY SAND Brown to tan, dry to moist, loose 6.0 CLAYEY SAND Tan, moist, loose 5 - 8.0 0 c� 0 BOTTOM OF TEST PIT WATER LEVEL OBSERVATIONS WL None W.D. WL None A.B When Checked 1 Day A.B. Northern Colorado Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: 970-506-9244 Fax: 970-506-9242 STARTED 9/12/24 FINISHED 9/12/24 DRILL CO. Client DRILL RIG Backhoe LOGGED BY DML APPROVED DML NCG PROJECT NO. 101-24 LOG OF PROFILE Test Pit 2 Sheet 1 of 1 CLIENT Genaro and Rosa Nunez ARCHITECT/ENGINEER SITE 1731 Fern Avenue Greeley, Colorado PROJECT Proposed Septic System GRAPHIC LOG DEPTH (FT.) SAMPLES TESTS BLOWS/12" N -VALUE NUMBER w a >- I-- IN. DRIVEN IN. RECOVERED MOISTURE, DRY DENSITY PCF HAND PENE- TROMETER tsf ADDITIONAL DATA/ REMARKS 0.5 6.0 6" TOPSOIL SILTY SAND si, W y y . y y — pCLAYEY / 5— — _ / - Brown to tan, dry to moist, loose 8.0 SAND Tan, moist, loose BOTTOM OF TEST PIT WATER LEVEL OBSERVATIONS Northern ACOColorado Geotech STARTED 9/12/24 FINISHED 9/12/24 WL None W.D. DRILL CO. Client DRILL RIG Backhoe LOGGED BY DML APPROVED DML WL None A.B 2956 29th Street, Unit 21 Greeley, Colorado 80631 970-506-9244 PhFax: 970-506-9242 When Checked 1 Day A.B. NCG PROJECT NO. 1 01 -24 Genaro and Rosa Nunez 1731 Fern Avenue Northern Colorado Geotech Project No. 101-24 SITE CONDITIONS It is our understanding that a new septic system will be constructed on the north end of the property to accommodate the existing residence being remodeled and divided into a duplex unit. The owners would like to size the new system to accommodate 5 bedrooms in order to be prepared for future expansion. The property is vegetated with native grasses and weeds. Overall site drainage is poor to the east. The property is bordered to the north and west by existing residences. Essex Road North borders the site to the east and south (as a cul-de-sac on the south). The Weld County website shows the residence to the north has a septic permit number of SP -0000465. The website does not list a septic permit number for the residence to the west. We are unaware of an existing septic permit for the site or the presence of natural or cultural features at the site. Two soil profile test pits were excavated in the area of the proposed absorption bed. The test pits were excavated to a depth of 8 feet at the locations show on the Site Plan, Figure 1. Soils in the area of the proposed absorption bed consisted of silty 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 (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: The soils are silty sand (Loamy Sand) with no apparent soil structure shape and a single grain grading characteristic. We recommend a Design Rate = Soil Type 1 with a LTAR of 0.8 2. Min Bed Area: Q = 5 Bedroom = 600 gallons per day Area = 600 / 0.8 = 750 * 1.2 (Bed) = 900 sf Infiltrators = 900 * 0.7 = 630 / 12 = 53 Standard Quick 4's Genaro and Rosa Nunez 1731 Fern Avenue Northern Colorado Geotech Project No. 101-24 SEPTIC SYSTEM DESIGN SPECIFICATIONS 1. Septic Tank — Minimum = 5 Bedroom residence = 1,500 gallon tank. The tank will need to meet the specifications of the 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 53 Standard Quick 4 infiltrators in an absorption bed (4 rows wide by 13 and 14 long = 53 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 - 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 1/8 -inch per foot. 6. An inspection port should be placed at the four corners of the absorption bed. 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 a 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://www.epa.gov/owm/septic/pubs/homeowner_guide_long.pdf Genaro and Rosa Nunez 1731 Fern Avenue Northern Colorado Geotech Project No. 101-24 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. NI[21. X V „9£ z O Q J r IX U) OO. oo m z Q L O 0 0_ 0 p O < ONZ z < � Oz OHO uj CO WHO W CC (J)<W LFOr EXISTING GRADE APPROVED BACKFILL SPEC. 4 00 K ON < 0 d' W J a U - / dAl SILTY SAND 03 W (OH 0_, � w < -J10 - U) W O u_ a w� m0 LL ww w W U X w 0z coup 0< CLAYEY SAND 0 H a x 0_ d w 0 W Q a Q � p0 ww U H (1) 0 w~ mH QX Zi ZO Q rw LL CO 00 60 0 0 z_ x CO0 W Q Zw' 00 H �) Z F0 z J 121 w X LIJ Z D OH Z w 0 H o 010 z p a w Z W w CI H z U) >- w 0 Z ill CO 0 Q Q 2 co ® U woo 2 h > J x W p., < O a F° W Z O 2 U) 0) w r 2 to 0 W W CL W C W Q P O w n. rl. 0 0 WO cc U) by 0 u. - U) N 6) J a .5 4C SIR 8 08n. Oa SEPTIC SYSTEM CROSS -SECTIONS NORTH WELD COUNTY WATER DISTRICT P.O. BOX 56 32825 CR 39 LUCERNE, CO 80646 PHONE: (970) 356-3020 • nwcwd.org • E-MAIL: water@nwcwd.org ACCOUNT NUMBER NAME AND SERVICE ADDRESS BILLING PERIOD 2772001 GENARO & ROSA MARIA VEGA DE NUNEZ 1731 FERN AVENUE GREELEY, CO 80631 04/17/2025-05/19/2025 16 May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Water Class 70 % of 1.000 Acre Foot Transferred Water Allocation Adjustment Less YTD Usage Remaining Water Allocation Plant Investment Class 70 9 of 1.000 Acre Foot Less YTD Usage Remaining PI Allocation P (KGal) 228 0 0 46 182 228 46 182 Previous Balance 05/19/2025 Standard - Full Current Amount Total Amount Due Prey. Read 2494 Curr. Read Usage Unit Amount 59.88 2501 7 kgal 34.93 34.93 94.81 DETACH HERE NORTH WELD COUNTY WATER DISTRICT P.O. BOX 56 LUCERNE, CO 80646 PHONE: (970) 356-3020 • nwcwd.org • E-MAIL: water@nwcwd.org Any payment received after the 15th of the month may not show on this billing. Please note that all accounts are due by the 15th of the month. Return this stub with your payment Thank you. ACCOUNT NUMBER SERVICE ADDRESS AMOUNT DUE BY: 06/15/2025 AMOUNT PAID 2772001 1731 FERN AVENUE GREELEY, CO 80631 $94.81 ********AUTO**SCH 5 -DIGIT 80632 II'll l'll 111 111 lllnlll'l 11'11' 111,11 lll��llll 1'11111 ll'llllill'I GENARO & ROSA MARIA VEGA DE NUNEZ 1731 FERN AVE 21 > 3493 GREELEY CO 80631-6305 llIll�IlII,IllIIII IIIIIII'IIIIIII�III{lll1Iuil,lIllllIll,,�lllll NORTH WELD COUNTY WATER DISTRICT P.O. BOX 778 Gretna, NE 68028-0778 002772001002772001000009481 Division of Water Resources Department of Natural Resources WELL PERMIT NUMBER 334185 - RECEIPT NUMBER 1 0031611 ORIGINAL PERMIT APPLICANT(S) GENARO NUNEZ ROSA NUNEZ PERMIT TO CONSTRUCT A NEW WELL APPROVED WELL LOCATION Water Division: 1 Water District: 3 Designated Basin: N/A Management District: N/A County: WELD Parcel Name: N/A Physical Address: 1731 FERN AVENUE GREELEY, CO 80631 NW 1/4 SW 1/4 Section 11 Township 5.0 N Range 65.0 W Sixth P.M. Well to be constructed on specified tract of land ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This welt shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37.92-602(3)(b)(II)(A) as the only welt on a residential site of 5.05 acre(s) described as that portion of the NW 1/4 of the SW 1/4 of Sec. 11 and the NE 1/4 of the SE 1/4 of Sec. 10, Twp. 5 N, Rng. 65 W, S P.M., Weld County, more particularly described on Exhibit A in the well permit file. 4) The use of groundwater from this well is limited to ordinary household purposes inside one single-family dwelling. The groundwater shall not be used for irrigation or other purposes. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual wastewater disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) Pursuant to Rule 6.2.3 of the Water Welt Construction Rules, the welt construction contractor shall submit the as -built well location on work reports required by Rule 17.1 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. NOTE: This well may be located in an area where one or more confining layers may be penetrated during drilling. A hydrogeologic aquifer evaluation has not been completed for this well permit. In accordance with Rule 10.1.2 (Welt Construction Rules, 2 CCR 402-2), all persons authorized to construct wells must investigate and become familiar with the geology of potential aquifers, confining layers, anticipated water quality problems, and known contaminated water -bearing zones that may be encountered in the area of the proposed drilling activity. The Applicant or Driller may request a hydrogeologic aquifer review by submitting an AskDWR to the "Hydrogeology Section" Topic. NOTE: This permit will expire on the expiration date unless the well is constructed by that date. A Well Construction and Yield Estimate Report (GWS-31) must be submitted to the Division of Water Resources to verify the well has been constructed. An extension of the expiration date may be available. Contact the DWR for additional information or refer to the extension request form (GWS-64) available at: dwr.colorado.gov Issued By JAVIER VARGAS-JOHNSON Date Issued: 4/26/2024 Expiration Date: 4/26/2026 Printed 04-26-2024 For questions about this permit call 303.866.3581 or go to https://dwr.colorado.gov Page 1 of 1 Hello