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Home My WebLink About20242398.tiffForm No. GWS-25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 LIC WELL PERMIT NUMBER 290696 DIV. 1 WD2 DES. BASIN MD KENNETH T & MARGARET SHANNON PO BOX 843 BRIGHTON, CO 80601- (303) 659-8850 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION WELD COUNTY SW 1/4 NW 1/4 Section 29 Township 1 N Range 66 W Sixth P.M. DISTANCES FROM SECTION LINES 3293 Ft. from South Section Line 290 Ft. from West Section Line UTM COORDINATES (Meters,Zone:13,NAD83) Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well 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)(I) and the policy of the State Engineer dated 4/23/86 under the following conditions. 4) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well shall not be used for lawn or landscape irrigation or for any other purpose outside the business building structure. 5) Production from this well is restricted to the Lower Arapahoe aquifer, which corresponds to the interval between 60 feet and 350 feet below the ground surface. Plain casing shall be installed and grouted to prevent production from other zones. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The annual amount of ground water to be withdrawn shall not exceed 0.33 acre-feet (108,600 gallons), as applied for. 8) Approved as the only well on a tract of land of 6.97 acre(s) described as a portion of the NW 1/4, Section 29, Twp. 1 North, Rng. 66 West, 6th P.M., Weld County, reference attached exhibit "A". 9) The return flow from the use of this well must be through an individual waste water disposal system of the type so that not less than 4% of the total amount of water withdrawn is returned to the same stream system in which the well is located. 10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: To ensure a maximum productive life of this well, perforated casing should be set through the entire cing interval of the approved zone or aquifer indicated above. rli-5cn5 APPROVED JLV Gf State Engineer Receipt No. 3658893 DATE ISSUED 03-29-2013 By XPIRATION DATE 3-29-2015 Denver Basin Team 1A Geotechnical Services Branch Consultation March 29, 2013 Evaluator: Jolene Mackay Receipt No: 3658893 Location: SW%, NW%, Section 29, Township 1 North, Range 66 West, 6th P.M. Aquifer(s) Requested: Upper Arapahoe l�cL Request: Consultation Recommendations: 511f et.evA-1-k;.-% -NWAA� (Ja 496)4 4 (7- • Cyw Q -i tr 4 3 4 3' F • 6 /2,ue Lt,4: s "I F,„,....5%., lJJvJG(L MAPA 4 ,s A Ll1f{JL.. C.J bt) =(6e $ .,.y "n4.N , ra rates' S = ''15 A4u �+tir is c1 Special Permit, Conditions: uatt. VcA t -f' Geologist Signature: Date: 3/949k'r.- Report Date: 3/29/2013 Bedrock Aquifer Evaluation Determination Tool Denver Basin Aquifer - Specific Location Determination Tool Applicant: Receipt No: Evaluated By: SHANNON 3658893 JLV Location: SW 1/4 of NW 1/4 of Sec. 29, T.1N, R.66W. ( 1987 NSL, 290 WSL) Basin Designation: Location is within the UNKNOWN Designated Ground Water Basin. Ground Surface Elevation: 4955 Feet Number of Acres: 6.97 Warning! The depth intervals estimated in this area may vary from actual conditions due to lack of data and/or structural complexity. AQUIFER ELEVATION (ft) NET SAND DEPTH TO (ft) Bot. Top Bot. Top ANNUAL STATUS APPROP. (A- F) Upper Dawson Lower Dawson — Denver — — — Upper Arapahoe — — Lower Arapahoe 4640 4879 98.7 315 76 1.17 NNT Laramie -Fox Hills 3980 4243 173.1 975 712 1.81 NT NOTE: 'E' indicates a location is at an aquifer boundary and the values may be more approximate. COLORADO DNISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST, RM 821, DENVER, CO 80203 Main: (303) 866-3581 Fax: (303) 866-2223 dwroermitsonline()state.co.us GENERAL PURPOSE Water Well Permit Application Review instructions on reverse side prior to completing form. The form must be computer generated, typed or in black or blue ink. 1. Applicant Information Name of applicant Kenneth T. & Margaret Shannon Office Use Only O ll[ Form GWS-45 (04/2012) TER eEs stat46 ETA cO0 Mailing address P.O. Box 843 City Brighton Telephone # (area code & nonhberr)� 303-659-8850 State Zip code E -CO 80601 m_ail (online filing required) DonC(apsRE@aol.com 6. Use Of Well (check applicable boxes Attach a detailed description of uses applied for. ❑ Industrial O Municipal ❑ Irrigation ® Commercial ❑ Dewatering System ❑ Geothermal (production or reinjection) 0 Other (describe): 2. Type Of Application (check applicable boxes) RI Construct new well ❑ Replace existing well Change source (aquifer) COGCC Well ❑ Use existing well O Change or increase use ❑ Reapplication (expired permit) ❑ Other: 7. Well Data (proposed) Maxlrnum pumping rate . - - 15 gpm Total depth feet Annual amount to be withdrawn 1/3 Aquifer -.. - -... acre-feet 3. Refer To (if applicable Well pewit C Water Court case* Designated eosin Determination Well name or # 4. Location Of Proposed Well County Weld SW 1/4 of the NW 1/4 Section 29 1 Townahi Nor S ?RI hl Range 66 0 is 6th E or W Prinapal Meridian Distance of well from section lines (section lines are typically not property lines) 3293' Ft from fT N [X S 29O' Ft frorr®E ]W For replacement sells only —distance and direction from old sell to new well feet direction Well location address (Include City, State, Zip) O Check if sell address is same as in Item 1 1660 WCR 27 Fort Lupton, CO 80603 Optional: GPS wet location information in UTM format You must check GPS unit for required settings as follows: Format must be UTM f jZone 12 oru Zone 13 Units mist be Meters Datum must be NAD83 Unit must be set to true north Was GPS unit checked for above? ❑ YES Easting Northing Remember to set Datum to NAD83 8. Land On Which Ground Water Will Be Used Legal Description of Land (may be provided as an attachment) (If used for crop irrigation, attach a scaled map that shows irrigated area.) A # Acres B. Owner List any other wells or water rights used on this land 9. Proposed Well Driller License #(optional): 10. Sign or Entered Name Of Applicant(s) Or Authorized Agent The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. gnyge r o name( fy on(s mg ap llicaton Date (mnJddlyyyy) oar tt �_�s /3 5. Parcel On Which Well Will Be Located (PLEASE ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL) A. Legal Description (may be provided as an attachment) if signin me and Idle -rr/ Ili e/fi Tc�ibita/D/v l'/f}�Oi f e` Shi4fDI!/ Office Use Only USGS map name Part NW Section 29, T. 1 N., 66 W.,6th P.M. Weld County, plorado ee- ./ -1-0. eke o1 # of acres in parcel 6.97 D. Will this be the only well on this parcel's E. State Parcel ID# (optional) C. Owner KS Enterprises II, LLC YESQ NO Of no list other wells) AQUA WE WR CWCB TO MYLAR SB5 06 [a.72 Receipt area only Transaction #: rate 2f10/2013 FrafISt3Cbon (ofai- CHECK VW) DIV WD - BA 3658893 11:57:15 AM 3-1+)0.00 - -..._ 3100.00 MD Report Date: 3/20/2013 Bedrock Aquifer Evaluation Determination Tool Denver Basin Aquifer - Specific Location Determination Tool Applicant: Receipt No: Evaluated By: SHANNON 3658893 JLV Location: SW 1/4 of NW 1/4 of Sec. 29, T.1N, R.66W. ( 1974 NSL, 290 WSL) Basin Designation: Location is within the UNKNOWN Designated Ground Water Basin. Ground Surface Elevation: 4955 Feet Number of Acres: 6.97 Warning! The depth intervals estimated in this area may vary from actual conditions due to lack of data and/or structural complexity. AQUIFER ELEVATION (ft) NET SAND DEPTH TO (ft) Bot. Top Bot. Top ANNUAL STATUS APPROP. (A- F) Upper Dawson — Lower Dawson — Denver — — Upper Arapahoe — — Lower Arapahoe 4640 4879 98.7 315 76 1.17 NNT Laramie -Fox Hills 3980 4243 173.0 975 712 1.81 NT NOTE: 'E' indicates a location is at an aquifer boundary and the values may be more approximate. COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., STE 821, DENVER, CO 80203 main: (303) 866-3581 htto://water.state.co.us fax: (303) 866-3589 Online Requests: AskDWR Form GWS-57 (10/2011) Application Receipt No. Applicants Name: Ki4ne I h 7' 0hk M i 'fir.2f (G h1%Oi"1 COMMERCIAL DRINKING AND SANITARY WELL WORKSHEET Review instructions on reverse side prior to completing form. The form must be completed in black or blue ink or typed. 1. Name and Type of Business: K s Erck. r r ► 5 eD I I -c; tic\ S C, po r f 2. Is this application for a new well? Yes ❑ No If no, is this application for a change of use for an existing well? ❑ Yes Permit Number of well (if applicable) ❑ No For wells used for drinking and sanitary purposes prior to May 8, 1972, a field inspection of the well to verify historical uses may be required. See form GWS-12 Registration of Existing Well and form GWS-12A Statement of Historical Use for further information. 3. Is the parcel the well is located on (or will be located on) within the boundaries of a water service area (water district, municipality, water company, etc.) or is water available from another source (such as a well)? 0 Yes If yes, indicate what this other source is No (name of water district/supplier, or well REATED 4. Proposed type of disposal system to be used: F. Septic tank / absorption leach field Central System (district name:) Ile 1 jig ❑ Vault (location sewage hauled to:) ❑ Other (attach copy of engineering design) 5. Water Demand Calculations (for average factors for water demand see below) Employees *WA RESOURCES rare phiG Mecn COLO Number of Employees X Number of Gallons per Employee per Day X Number of Days Employee Works per Year = Gallons per Year 2O x I S x 31 Z- = 4. i6I0 Customers Number of Customers per Day X Number of Gallons per Customer X Number of Days Business is Open per Year = Gallons per Year 0 X 0 x C) = C) Other Uses (Note: No uses outside of the building would be permitted for this type of well.) Type of Use X Gallons per Use per Day X Days per Year = Gallons per Year O x 0 x p = 0 Total amount of water required: = Gallons per Year (A+B+C) A B C For wells used for commercial drinking and sanitary purposes on or after May 8, 1972, the total water demand cannot exceed 108,600 gallons (1/3 of an acre-foot) per year. For wells used for commercial drinking and sanitary purposes prior to May 8, 1972, the total water demand cannot exceed 325,900 gallons (1 acre-foot) per year. General Guidelines for Water Demand in Gallons per Day Day Workers at Offices —15 gallons/person/day Food Service Establishments (with toilet and kitchen wastes) — 10 gallons/patron/day Churches (does not include food service) — 5 gallons/seat/day Overnight Lodging — 50 gallons/customer/day On -Site Proprietor of Overnight Lodging (i.e. on -site owner of a Bed & Breakfast) — 80 gallons/person/day Additional water demand figures may be obtained from a private water consultant or from a technical reference on this subject. No.... 139'743(; Available 1682 Piled for record et. -the.- .. .. A D. 19,.... at�t-,.- o'clocfr.� :M, Alt114 SPOMrR - . . - .RECORDER BooV1634 en(195 II .KINQ ..ALL MEN BY_THESE. .That ......... . ....... „-.. MARY M. MANCINI also known as MARY -MARG. :MANCINI whose address is. . 795 Egbert, Brighton, County of Adams. ......-... and State of. - - Colorado . for the consideration of....Ten.. do,llaxa..,an.d...othex' valuable.. consideration .DOLLARS, in hand paid, hereby se114) and convey(s) to ....... .M ...Y SASAK.I, OE...S4SAKT,..TQM-.-SASA.KI..aad-HARRY-.SASAKI whose address is.....R...F. D...., ..3.,,...Box 369., ..Longmont,..- ...- . County of. . ... Boulder_ .. .and State of. .. .. Colorado -". -, the following real property in the County of....... ,weld ...and State of Colorado, to -wit: The Northwest quarter (NW.) of Section twenty-nine (29) Township ones (1) North, Range sixty-six (66) West of the 6th P. M., Weld County, Colorado; except the right of way to the Union Pacific Railroad Com-' pany as now located on said promises and except reservations contain d in the Patent recorded in Book 153 at Page 40 and in Deed recorded it half interest in all minerals underlying said premises; Book 50 at Page 219, Weld County records; and except an undivided oni- Together with all ditches and ditch rights of way appertaining to said premises conveying water from Fulton Canals to above described ' premises but subject to the right of the owner to convey water from the Fulton canals through said laterals; and together with sprinkling and irrigation system as presently located on the property, includin wells, pumps, motors and pipe; Together with one hundred (100) shares of the capital stock of the Fulton Irrigating Ditch Company. with all its appurtenances and warrant(s) the title to the same, subject to: existing .easements -,....roads- and rights of way. Signed this.. ..2.8th . STATE OF COLORADO, County of..... Boulder day of. December_ ........ , 19. 02. .Mary id, Mancini/ :......114.4.t.e ....[r.�a.e•j.�...lL.: : - �'-..s also •ks-: nown. as M;,p_X_Marg1`1aricItii_ )__ s8. The foregoing instrument - ...2h- .day of. ,...,,,o''tNt"/64,�� bye Mary M. Mancini also 2 2.r ; 7 3' s 1 " '..' # ' g Witness my hand and official seal. �`• B�..F•.r o, My commission expires. ,. QO"' p r y .2, --19LO.-aiiSil`� •It Mancini VMS acknowledged before me this December ..., 19 62 , known as Mary Marg. Notary Public acting In official or representative capacity. insert name end aim odice or capacity and tor wham acting. 500-Ar—Rrrl,cd WARRANTY DERR Statutory Form -Out West Printing and Stationery Co., Coiw..du Springs. Colorado 25C rkoh All that part of the SW 1/4 of the NIW1/4 lying west of the Union Pacific Railroad, East of Weld Co. Road 27,and South of Lot B, Recorded Exemption No. 3360, being a part of Section 29, Township 1 North, Range 66 West of the 6th P.M., EXCEPT that part conveyed by Deed recorded October 24, 1955 in Book 1433 at Page 68, County of Weld, State of Colorado. 1111111 Hill N1111111 Ell 111101 III 1111111111111 X37 3287237 05/18/2005 04:02P Weld County, CO 1 of 1 R 6.00 D 0.00 Steve Moreno Clerk & Recorder SPECIAL WARRANTY DEED THIS DEED, dated March 10, 2005, between Kenneth T. Shannon and Margaret Shannon of the County of Adams and State of Colorado, grantor and KS Enterprises II, LLC, a Colorado Limited Liability Company, whose legal address is P. O. Box 843, Brighton, CO 80601 of the County of Adams and State of Colorado, grantee: assouBCEB 5 E TATcowWEER WITNESS, that the grantors, for and in consideration of the sum of good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, have granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm unto the grantee, its heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of- weld and State of Colorado, described as follows: All that part of the SW 1/4 of the NW 1/4 lying west of the Union Pacific Railroad, East of Weld County Road 27, and South of Lot B, Recorded Exemption No. 3360, being a part of Section 29, Township 1 North, Range 66 West of the 6 th P.M., Except that part conveyed by deed recorded October 24, 1955 in Book 1433 at Page 68, County of Weld, State of Colorado also known by street and number as: vacant land assessor's schedule or parcel number: NO DOCUMENTARY FEE IS REQUIRED SINCE THIS DEED IS EXEMPT FROM PAYMENT TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantors, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, its heirs and assigns forever. The grantors, for themselves, their heirs, personal representatives, successors and assigns, do covenant and agree that they shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the grantee, its heirs and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under the grantors. IN WITNESS WHEREOF, the grantors have executed this deed on the date set forth above. 7ri.ar,/„t/ 7,-zLzv Kenneth T. Shannon STATE OF COLORADO County of Adams The foregoing instrument was acknowledged before me this I day of March , 2005, by Kenneth T. Shannon and Margaret Shannon. Witness my hand and official eal. My commission expires: 3/ 1 Lo l D t tary Public Name and Address of Person Creating Newly Cleated Legal Desenption (§38-35-106.5, C R.S.) gega. 16. Rev. 4-94. SPECIAL WARRANTY DEED .y ✓ v v.4 1-7) t Robert R. Gehler Attorney at Law 6755 E. 72nd Avenue Commerce City, CO 80022 JACKIE L. BANKS NOTARY PUBLIC STATE OF COLORA.DC' j My Commission Expires Mascn 15 20116 • 1111111111111111111111 liii IIIII 1111111 III hill JIll llll 3287238 05/18/2005 04:02P Weld County, CO 1 of 1 R 6.00 D 0.00 Steve Moreno Clerk & Recorder STATEMENT OF AUTHORITY 1. This Statement of Authority relates to an entity' named KS Enterprises II, LLC and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S. 2. The type of entity is a: ❑ corporation ❑ nonprofit corporation El limited liability company ❑ general partnership ❑ limited partnership 0 ❑ registered limited liability partnership ❑ registered limited liability limited partnership ❑ limited partnership association ❑ government or government subdivision or agency ❑ trust (Section 38-30-108.5, C.R.S.) Pico hsgr -"1947& 14, co oc, FCFs 3. The entity is formed under the laws of Colorado 4. The mailing address for the entity is P. O. Box 843, Brighton, CO 80601 5. The ® name 0 position of each person authorized to execute instruments, conveying, encumbering, or otherwise affecting title to real property on behalf of the entity is Kenneth T. Shannon and Margaret Shannon 6.2 The authority of the foregoing person(s) to bind the entity is ® not limited 0 limited as follows: 7. Other matters concerning the manner in which the entity deals with interests in real property: None Executed this 3\ °.---day of March , 2005 . 7., ;.e 'P 7 ,2„G, c Ken th T. Shannon /f ea „do/ca./W/1"-k} Marge hannon STATE OF COLORADO County of Adams The foregoing instrument was acknowledged before me this Kenneth T. Shannon and Margaret Shannon Witness my hand and seal. My commission expires: 3/16/06 day of March _ 1This form should not be used unless the entity is capable of holding title to real property. 2The absence of any limitation shall be prima facie evidence that no such limitation exists. This Statement of Authority must be recorded to obtain the benefits of the statute. No. 1112. Rev. 8-01. STATEMENT OF AUTHORITY , 2005 by JACKIE L. BANKS NOTARY PUBLIC STATE OF COLORADO My Commission Expires March 16, 2006 Robert R. Gehler Attorney at Law 6755 E. 72nd Avenue Commerce City, CO 80022 Form No. GWS-25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 1413 WELL PERMIT NUMBER 300257 DIV. 1 WD 2 DES. BASIN MD Lot: B Block: Filing: Subdiv: RE -3660 KENNETH T. & MARGARET SHANNON P. O. BOX 843 BRIGHTON, CO 80601- (303) 961-4774 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION WELD COUNTY NW 1/4 NW 1/4 Section 29 Township 1 N Range 66 W Sixth P.M. DISTANCES FROM SECTION LINES 1300 Ft. from North Section Line 290 Ft. from West Section Line UTM COORDINATES (Meters,Zone:13,NAD83) Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITION yS OF APPROVAL 1) This well 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)(I) and the policy of the State Engineer dated 419/85 for appropriation of ground water tributary to the South Platte River system. 4) The well constructed under permit no. 261608 must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety-one (91) days of completion of this well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 5) The issuance of this permit hereby cancels permit nos. 261608 and 261608-A. 6) Approved as the only well on a tract of land of 5.95 acre(s) described as Lot B, Recorded Exemption No. 1471-29-2 RE3660, Weld County, reference attached exhibit "A". 7) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well shall not be used for lawn/landscape/greenhouse irrigation, domestic animal/livestock watering, or for any other purpose outside the business building structure(s). 8) The total depth of the well shall not exceed 305 feet, which corresponds to the base of the Lower Arapahoe aquifer. At a minimum, plain casing shall be Installed and grouted through all unconsolidated materials and shall extend a minimum of ten feet into the bedrock formation to prevent production from other zones. 9) The pumping rate of this well shall not exceed 15 GPM. 10) The annual amount of ground water to be diverted by this well shall not exceed 1/3 acre-foot (108,600 gallons). 11) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. The maximum consumptive use of ground water shall not exceed 10 percent. 12) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 13) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: To ensure a maximum productive life of this well, perforated casing should be set through the entire producing interval of the approved zone or aquifer indicated above. NOTE: This permit will expire on the expiration date unless the well is constructed by that date. A Well Construction and Test 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: http://www.water.state.co.us APPROVED KAA Thu a4r1 State B E PIRATION TE (02-215-2018 Erne rd 4 MW� COLORADO DS N OF TER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST, RM 821, DENVER, CO 80203 Main: (303) 866-3581 Fax: (303) 866-2223 dwrDermitsonline(state,co.us GENERAL PURPOSE Water Well Permit Review instructions on reverse side prior to completing form. The form must be computer generated, typed or in black or blue ink. 1. Applicant Information Name of applicant Best Copy Availah1 Office Use Only RECEIVED -- .ECf FEB 2 4 2I4;n !NATER R SOURCES STATE ENGINEER COLO Kenneth T. and Margaret Shannon Mailing address P O Box 843 City Brighton State CO Zip code 80601 -orm GWS-45 (04/2012) 6. Use Of Well (check applicable boxes) Attach a detailed description of uses applied for. ❑ Industrial ❑ Municipal ❑ Irrigation Er Commercial ❑ Dewatering System ❑ Geothermal (production or reinjection) ❑ Other (describe): Telephone # (area code & number) E-mail (online filing required) S 303-961-4774 t 1e fine Co k � QO ! r e 2. Type Of Application (cheek applicable boxes) 7. Well Data (proposed) Maximum pumping rate 15 gpm Agulfer feet iJ.i l :-,� 8. Land On Which Ground a ei- WM. Be"U d ❑ Construct new well Replace existing well LikChange source (aquifer) COGCC Well ❑ Use existing well ❑ Change or increase use ❑ Reapplication (expired permit) ❑ Other: gpm Annual amount to be withdrawn 1/3 acre-feet Total depth 10 3. Refer To (if applicable) Well permit # 261608 Water Court case # Designated Basin Determination # Well name or # 4. Location Of Proposed Well County Weld ,v4/- 1/4 of the A/(�/ 1/4 Section �9 Distance of well from section lines (section lines are typically not property lines) (3 00 Ft. from RN I S ,q(70 Ft. from E W For replacement wells only — distance and direction from old well to new well Township { 6�rnl Range E or W O121 Principal) Meridian 10 Well location address (Include City, State, Zip) O Check if well address,is same as in Item 1. 17 Weld. Count 27,._ Brighton, CO 80601 t9pttoliitP5 well location information in UTM format You must check GPS unit for required settings as follows: feet north direction Legal Description of Land (may be provided as an attachment): (If used for crop irrigation, attach a scaled map that shows Irrigated area.) A. # Acres B. Owner C. List any other wells or water rights used on this land: 9. Proposed Well Driller License #(optional): f LJt3 10. Sign or Entered Name Of Applicant(s) Or Authorized Agent The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a), I have read the statements herein, know the contents thereof and state that they are true to my knowledge. Sign or enter name(s) of person(s) submitting application If si ni g printprint n�de Format must be UTM 1- Zone 12 oru Zone 13 Units must be Meters Datum must be NAD83 Unit must be set to true north Was GPS unit checked for above? DYES Fasting Northing Remember to set Datum to NADB3 Date (mnrlddlyyyy) 141ho4Gr CSGiahne-i &Lone r Office Use Only USGS map name 5. Parcel On Which Well Will Be Located (PLEASE ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL) A. Legal Description (may be provided as an attachment): Lot B, Recorded Exemption No 1471-29-2 RE3660 Rec Dec 26, 2002 at Reception #3017792, being part of the I\ 1 North Range 66 W of the 6th P.M, County of Weld, State of C DWR map no. 'buid Receipt area only r MA* (A Glc2.4prep toUf Y,Ls -4.OO)(Y-eat tk, B. # of acres in parcel 5.95 C. Owner Kenneth T. and Margaret Shannc D. Will this be the only well on this parcel? 02 YES Ij NO (if no list other wells) E. State Parcel ID# (optional): 14712920015 Surfacek 31 AOUAMAP WRS et&O.fr time.) CWCB TOPo/ 44--.os—ZD,,, 4 MYLAR / (IJU LGIua SBs- -� t124et DIV 1 WD Trmnv artlnn : 3673456 Date: 21r24T2016 11:28:'iti AM ( ratiSSCtiO11 Total: $too.0() CRECI i CARD $100.00 ►� aV 44 .IlLItl BA MD tOJ c►:Is Ex.k6t . . ec.etp - no. 3C.Q y 45'l0 • Colorado Division of Water Resources Application Receipt No. 1313 Sherman St. Rm. 818 Denver. t„O 80203 Applicant's Name: KEW CH) T S h O. 'mon o n 1303) 8663501 http:/lwater.state.co.us/dMar 1 r+AC" Q ctrt.� 5h a 11 n0/1 COMMERCIAL DRINKING AND SANITARY WELL WORKSHEET �1 Name and Type of Business Sha11'tbn '1 pe.IInP , Q11 ()if Tied sUpporE, fVict 1. Is this application for a new well? Yes X No If no, is this application for a change of use for an existing well? Yes Permit Number of well (if applicable) 5110 R No For wells used for drinking and sanitary purposes prior to May 8. 1972,-a field.Q' inspection of the well to verify historic uses is required. See form GWS-12 Registration of Existing Well for further information. SEp % S 2004 rt�+ 2. Is another source of water available to the property? (i.e. water district or another well) Yes If yes, indicate what this other 'source is (name of water district or well permit numbed No 3. Type of disposal system: x Septic tank/absorption leach field Central System Idistrict name:) Vault {location sewage hauled to: I Other (attach copy of engineering design) 4. Water Demand Calculations (for average factors for water demand see below) Employees Number of Employees X Number of Gallons per Employee per Day X Number of Days Employee Works par Year = Gallons per Year ZS x IS x 2 S = 93,3-50 Customers Number of Customers per Day X Number of Gallons per Customer X Number of Days Business is Open per Year = Gallons per Year g X 5 X 24c) = lo, 4 oG Other Uses (Note: No uses outside of the building would be permitted for these types of wepsl Type of Use X ` Gallons per Use per Day X Days per Year = Gallons per Year WA- X X Total amount of water require A = Gallons per Year (A+B+C) 1OL}, ISO B C For wells used for commercial drinking and sanitary purposes on and after May 8, 1972, the total water demand cannot exceed 108,600 gallons 1113 of an acre-foot) per year. For wells used for commercial drinking and sanitary purposes oriw to May 8, 1972, the total water demand cannot exceed 325,900 gallons I1 acre-foot) per year. General Guidelines for W er Demand in Gallons oar Dav Day Workers at Offices - 15 gaUons/person/dey Food Service Estabishmants (with toilet and kitchen wastes) - 10 gallonelpatron/day Churches (does not Include food service) - 5 gallons/seat/day Overnight Lodging - 50 geaons/customer/day On -Site Proprietor of Overnight Lodging (i.e. on -site owner of a Bed & Breakfast) — 80 gallons/person/day Additional water demand figures may be obtained from a private weer consultant or from a technical reference on this subject. GWS-57 11199 WELD COUNTY Property Report PROPERTY PORTAL Technical Support: (970) 304-6432 Account: R2582403 February 26, 2016 Account Information Account Parcel Space Account Type Tax Year Buildings Actual Value Assessed Value R2582403 147129200115 Commercial 2016 3 1,566,434 454,260 Legal PT NW4 29-1-66 LOT B CORR REC EXEMPT RE -3360 (.42R) Subdivision Block Lot Land Economic Area Brighton Industrial >= 3 acres Property Address Property City Zip Section Township Range 1760 27 CR WELD 000000000 29 01 66 Owner(s) Account Owner Name Address R2582403 KS ENTERPRISES I LLC PO BOX 843 BRIGHTON, CO 806010843 Copyright © 2016 Weld County, Colorado. All rights reserved. Privacy Policy & Disclaimer I Accessibility Information Report Date: 2/24/2016 Bedrock Aquifer Evaluation Determination Tool Denver Basin Aquifer - Specific Location Determination Tool Applicant: Reciept No: Evaluated By: Kenneth T. and Margaret Shannon 3673456 idc Sl6dS7 yy366v3 Location: NW 1/4 of NW 1/4 of Sec. 29, T.1 N, R.66W. ( 1300 NSL, 290 WSL) Basin Designation: Location is within the UNKNOWN Designated Ground Water Basin. Ground Surface Elevation: 4953 Feet Number of Acres: 5.95 Warning! The depth intervals estimated in this area may vary from actual conditions due to lack of data and/or structural complexity. Aquifer Elevation (ft) Bot Top Net Sand DEPTH (ft) Bot Top ANNUAL APRPROP. (A -F) STATUS Upper Dawson Lower Dawson Denver Upper Arapahoe Lower Arapahoe 4644 4881 98.2 309 72 0.99 Laramie -Fox Hills 3988 4248 170.5 965 705 1.52 NOTE: 'E' indicates a location is at an aquifer boundary and the values may be more approximate. tysty ca/lsue:y?/O(4OPi ) Top 1.)(4 ' 9io' y 01/Q1 NNT NT /)r4 3: "4.57) 3a 391 - iq� GS 6ax,c L14: Ws a X06 �6 G/ yes= f‘os Lamer id"'rrt' g0- 30.E ~ jc--1?ani /("700- �/6 1 of 1 Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: weldhealth.org Septic Permit - Final Application Number: SP -1300133 Owner Name: KS ENTERPRISES II LLC Site Address: 1660 CR 27 App Type: Health\Commercial\New\Septic KENNETH SHANNON PO BOX 843 BRIGHTON, CO 80601 Parcel#: 147129200116-R2954404 Legal Desc: PT NW4 29-01-66 LYING WEST OF UNION PACIFIC RAILROAD EXC BEG 1386.5' S OF NW COR NW4 N89D50'E 396.5' S07D53'W 113' S89D50'W 381.1' TOW LN OF SEC N112' TO BEG EXC UPRR RES EXC SE -940 & EXC LOT A RE -3360 & EXC LOT B RE -3360 App Specific Info: Finaled Application Status: Ready to Final Applied Date: 06/07/2013 Issued Date: 06/12/2014 Finaled Date : Location Description 1660 CR 27 BLDG A Repair Reason Type New Application Date 06/07/2013 Septic Permit Expiration Date 06/07/2014 Waive Fees No Number of Persons 15 Number of Bedrooms 0 Basement Plumbing No Full Bathrooms 0 3/4 Bathrooms 0 1/2 Bathrooms 4 Public Water Supply No Private Water Supply Well Private Water Supply Permit Reference Number 290696 Parcel Acres 6.97 Actual 6 Installation: ` Septic Tank: fi O 0 gallons v� V6 9Ai CC.%lC, 2 -came Design Type: CA - Absorption Trench: Absorption Bed : Chamber Model sq ft sq ft Chambers 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 non -transferable and non-refundable. The Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval was contingent upon the final inspection of the co stem by the Weld County Departmen of Public Health and Environme t. X/ ' ,Pr1 r 8//i Environmental Health Specialist Date Report ID: EHS00033v006 Print Date Time: 7/29/2014 2:20:52PM Page 1 of 2 VAS E1 -,F err Ses \ L1 -C SP- 13aor s _(o Co O LR a1 N'✓ BLDG 'corp./A %4 -770A/ rd CA d �. 4.8 SP 1 OOt HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITED, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 July 28, 2014 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: Observation of the septic system installation for the proposed office/shop located at 1660 County Road 27, Weld County, CO. Job #11-2521 (Building "A") To Whom It May Concern: We made an observation on July 28, 2014 of the septic system at the above -described site and found that it was constructed in an adequate manner. The system design called for a 2000 -gallon septic tank but the 1500 -gallon two compartment septic tank will be adequate for this site. A 12' x 40' rock and pipe bed with two 4 -inch perforated lines will be covered with geotextile fabric prior to backfilling with granular fill. Please call this office if you have any questions or concerns. Sincerely, Todd M. Schroeder, PE Copy: Governing Health Department, file This report was prepared for the exclusive use of our client and is not intended for any other purpose. Our report is based on the information made available to us at this time. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions and conclusions, and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: weldhealth.org Septic Permit New Application Number: SP -1300133 Owner Name: KS ENTERPRISES II LLC Site Address: 1660 CR 27 App Type: Health\Commercial\New\Septic KENNETH SHANNON Parcel Number: Legal Desc: App Specific Info: PO BOX 843 BRIGHTON, CO 80601 147129200116-R2954404 PT NW4 29-01-66 LYING WEST OF UNION PACIFIC RAILROAD EXC BEG 1386.5' S OF NW COR NW4 N89D50'E 396.5' S07D53'W 113' S89D50'W 381.1' TOW LN OF SEC N112' TO BEG EXC UPRR RES EXC SE -940 & EXC LOT A RE -3360 & EXC LOT B RE -3360 Application Status: In Review Applied Date: 06/07/2013 Intake Person: MSWAIN Permit Expiration Date: 06/07/2014 Location Description 1660 CR 27 BLDG A Repair Reason Type New Application Date 06/07/2013 Septic Permit Expiration Date 06/07/2014 Waive Fees No Number of Persons 15 Number of Bedrooms 0 Basement Plumbing No Full Bathrooms 0 3/4 Bathrooms 0 1/2 Bathrooms 4 Public Water Supply No Private Water Supply Well Private Water Supply Permit Reference Number 290696 Parcel Acres 6.97 Report ID: EHS00027v007 Print Date - Time: 6/7/2013 8:57:03AM Page 1 of 2 Application Number: SP -1300133 Owner Name: KS ENTERPRISES II LLC Site Address: 1660 CR 27 Percolation Rate 20/WP/ Limiting Zone>8 ft O % Ground Slope/2, Direction E-4cs T Engineering Design Required (Y/N) in Description S4Ni2 6.-3- 140 Soil Suitable (Y/N) In 100 Year Flood Plain (Y/N) Al From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: Septic Tank /500gallons Absorption Trench Chambers: Standard Biodiffuser Infiltrator Quick4 Standard or Hi Capacity BioDiffuser Arc 36 Standard or Hi Capacity Infiltrator Quick4 EQ36 Infiltrator Quick4 Plus Standard Low Profile sq ft or Absorption Bed 474 Trench Bed Trench Bed Trench Bed Trench Bed Trench Bed sq ft All Weld County ISDS regulations apply. In addition, this permit is subject to the following additional terms and conditions: /Nsr - /4/ .ACr C o�A/CE Wirtz/ TN ENG /Are E,eLc le gs G HOC ,L4 i / __5",4, 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 Health and Environment 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 failrue or inadequacy of the sewage disposal system. This permit is non -transferable and non-refundable. Before issuing final approval of this permit the Weld County Department of Public Health and Evnironment 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 Department of Public Health and Environment. X Environmental -alth Specialist Date Report ID: EHS00027v007 Print Date - Time: 6/7/2013 8:57:03AM Page 2 of 2 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 Public Health Web: www.weldhealth.orq Health Administration Public Health & Clinical Environmental Health Communication, Emergency Preparedness Vital Records Services Services Education & Planning & Response Tele:970.304.6410 Tele:970.304.6420 Tele:970.304.6415 Tele:970.304.6470 Tele:970.304.6420 Fax: 970.304.6412 Fax: 970.304.6416 Fax: 970.304.6411 Fax: 970.304.6452 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play. July 12, 2013 Dear Resident: In accordance with Weld County's Notification Requirements, we are informing surrounding property owners of the following: The Weld County Board of Health will hold a Public Hearing on Tuesday, July 23, 2013, at 9:00 a.m., in the Room 210, Second Floor, Weld County Department of Public Health and Environment, 1555 N. 17th Avenue, Greeley, Colorado, concerning the request of: APPLICANT NAME AND ADDRESS: Kenneth Shannon, KS Enterprises II LLC, PO Box 843, Brighton, CO 80601 LEGAL: Parcel No. 14712900116, NW1/4 of Section 29, Township 1N, Range 66W LOCATION: 1660 WCR 27, Brighton, CO 80601 VARIANCE REQUEST: Variance to install individual sewage disposal systems versus connecting to City of Brighton sewer that is within 400 feet of buildings. For more information call or write to: James Taloumis- ENVIRONMENTAL PROTECTION SPECIALIST ENVIRONMENTAL HEALTH SERVICES WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N, 17TH AVENUE GREELEY, COLORADO 80631 PHONE: 304-6415 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 Public Health Prvvent Promo,. Prqtect www.weldhealth.orq Health Administration Public Health & Clinical Environmental Health Communication, Emergency Preparedness Vital Records Services Services Education & Planning & Response Tele:970.304.6410 Tele:970.304.6420 Tele:970.304.6415 Tele:970.304.6470 Tele:970.304.6420 Fax: 970.304.6412 Fax: 970.304.6416 Fax: 970.304.6411 Fax: 970.304.6452 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play. June 27, 2013 Dear Resident: In accordance with Weld County's Notification Requirements, we are informing surrounding property owners of the following: The Weld County Board of Health will hold a Public Hearing on Tuesday, July 23, 2013, at 9:00 a.m., in Room 210, Second Floor, Weld County Department of Public Health and Environment, 1555 N. 17th Avenue, Greeley, Colorado, concerning the request of: APPLICANT NAME AND ADDRESS: Kenneth Shannon, KS Enterprises II LLC, PO Box 843, Brighton, CO 80601 LEGAL: Parcel No. 14712900116, NW1/4 of Section 29, Township 1N, Range 66W LOCATION: 1660 WCR 27, Brighton, CO 80601 VARIANCE REQUEST: Variance to install individual sewage disposal systems versus connecting to City of Brighton sewer that is within 400 feet of buildings. For more information call or write to: James Taloumis- ENVIRONMENTAL PROTECTION SPECIALIST ENVIRONMENTAL HEALTH SERVICES WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N, 17TH AVENUE GREELEY, COLORADO 80631 PHONE: 970-304-6415 Property Owners Within 50 ft. of Parcel # 147129200116 J A Account N6272986 Parcel 147129000064 Owner ANADARKO LAND CORP R7468098 147130100023 ARNHEIM LLC Mailing Address ATTN TRAVIS HOLLAND PO BOX 173779 DENVER CO 802173779 10189 ARAPAHOE LAFAYETTE CO 80026 R6274986 147130000011 COPART INC 4655 BUSINESS CENTER DR FAIRFIELD CA 94534 R2954404 R3351805 147129200116 KS ENTERPRISES II LLC 147130100104 SASAKI FAMILY HOLDINGS LLC (1/3 INT) PO BOX 843 BRIGHTON CO 80601 1821 CR 27 BRIGHTON CO 80603 R3351805 147130100104 SASAKI HELEN T HEIRS OF (1/3 INT) R3351805 147130100104 SASAKI IDA A (1/12 INT) R3351805 R6272886 147130100104 147129000064 SASAKI TOM FAMILY TRUST (1/4 INT) SIPRES MARY D 1490 CR 27 BRIGHTON CO 80603-9332 R6273086 147129000065 STRUTZ NANCY J R6273086 147129000065 STUTZ RICHARD A PO BOX 1177 LA PORTE CO 80535 m CO U- co N co Ln O O O O rR rR m D O N co ru m 0— c1:1 N cO m O O D D r1 rR m O D N U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT Postmark Here (Domestic Mail Only; No Insurance Coverage Provided) U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here (Domestic Mail Only; No Insurance Coverage Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here Sent To saki fb,f,My i icS \--LC orreet, t. No.; PO Box No. \ CR. al City, State, ZIP+4 r 16 .Agee CO M0 03 PS Form 3800, June 2002 See Reverse for Instructions rR CO o - co N CO m O O O O r -q rR Ln m O O N O co C' CO N CO m O O O O rR rR m U-) O O N CO 0- N C' CO N CO m O O D O rd rd m U) El D N U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) Postmark Here Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Street, Apt. No.; i ^ or PO Box No. l 0 I .SCA City, State, ZIP+a,+ U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT Postmark Here (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.com® Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $ Sent To -f �C►\ li S Street Apt.NC c\ Q'- 1c COc f o.; or PO Box No. O € 0)( \--1-51-1 City, State, Zl, ++t31lcx,nC3 Postmark Here J2)C'\JQ.r CO RC.) .\-1 PS Form 3800, June2002 See Reverse for Instructions Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: www.co.weldhealth.org Septic Permit Application Application Number: SP -1300133 App Type: Health\Commercial\New\Septic KENNETH SHANNON PO BOX 843 BRIGHTON, CO 80601 Owner Name: KS ENTERPRISES II LLC Parcel #: 147129200116-R2954404 Legal Desc: PT NW4 29-01-66 LYING WEST OF UNION PACIFIC RAILROAD EXC BEG 1386.5' S OF NW COR NW4 N89D50'E 396.5' S07D53'W 113' S89D50'W 381.1' TOW LN OF SEC N112' TO BEG EXC UPRR RES EXC SE -940 & EXC LOT A RE -3360 & EXC LOT B RE -3360 Site Address: 1660 CR 27 App Specific Info: 1/2 Bathrooms 4 3/4 Bathrooms 0 Basement Plumbing No Full Bathrooms 0 Location Description 1660 CR 27 BLDG A Number of Bedrooms 0 Number of Persons 15 Parcel Acres 6.97 Private Water Supply Well Public Water Supply No Report ID: EHS00056v003 Print Date Time: 6/7/2013 8:56:38AM Page 1 of 2 Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: www.co.weldhealth.org Septic Permit Application TERMS AND CONDITIONS A permit fee, as set by separate ordiance of the Board of Weld County Commissioners, shall be required of applicants for new individual sewage disposal systems (ISDS), payable at time of application. Permit fees are non-refundable; permit applications are non -transferable. If both a building permit and an ISDS are issued for the same property and construction is not commenced prior to the expiration date of the building permit, the ISDS permit shall expire at the same time as the building permit. If an ISDS permit is issued for a property that does not require a building permit, the ISDS permit shall expire one year after its issuance if construction on the septic system has not commenced. Any change in plans or specifications after the permit has been issued invalidates the permit unless approval is secured from the Health Officer or his/her designated agent. Expired permits can be renewed by payment of the permit fee only if: A. There has been no change in the plans and specifications of the proposed system as set out in the original application or such change is reviewed and approved by a Division Representative. B. The surrounding land, its use or zoning has not changed so -as -to cause the original application not to be acceptable under these regulations. NOTICE The completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Department of Public Health and Environment (WCDPHE). The issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10 title 25, CRS as amended. The applicant certfies that the proposed system will not be located within 400 feet of a community 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. X IW O( 7 wpI r/Applicant Date Report ID: EHS00056v003 Page 2 of 2 Print Date Time: 6/7/2013 8:56:38AM X64 Afg 111k COLORADO SEPTIC PERMIT INFORMATION FORM To obtain an I.S.D.S. permit, one must file an "application for Individual Sewage Disposal System" at the Weld County Environmental Health Services office and pay the application fee. A "repair" fee shall be charged for the expansion, replacement, or repair of an existing system. The following information must be provided on the septic information form. (e ERCIAL PERMIT _ NEW REPAIR $850.00 VAULT PERMIT NEW or REPAIR $250.00 RESIDENTIAL PERMIT NEW or REPAIR $750.00 MINOR REPAIR PERMIT $100.00 PARCEL NO.: 4�IZTZoo116 (12 DIGIT NUMBER) LEGAL DESCRIPTION: SECTION Z9 TOWNSHIP O ( RANGE 66, ACRES 6 , t L SUBDIVISION LOT BLOCK FILING THIS INFORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650 SITE ADDRESS L60 L) C R 27 `/J i I3 I h g A DIRECTIONS TO SITE FM neN W C k 6' 2 a bo-oih -"h ILAcif-j244, C .—T PROPERTY OWNER: \ S E h t'e r 1 ) S eS MAILING ADDRESS: / Q ox3 CITY k j j �1 �f �h SIC 0 ZIP 1 0 e d I :6 HOME PHONE: ( ) WORK PHONE (36.3) 961- VLtptf FAX (3 5 " .5&j - G EMAIL ADDRESS: S P t T e- I ; n. L O (\3O1, CO M APPLICANT NAME: K e..1\ n Q A S kO,11 i G v MAILING ADDRESS: P6 go)( 3Li- CITY ,s. 6,..h1t-h ST CO ZIP S06O1 HOME PHONE: ( ) WORK PHONE ()q% I - li 7 - FAX (3e) -5 )3 - $S 0 EMAIL ADDRESS: 5 r, 1 e I 1 t1 -Q ® e -G I" C 010 DESCRIPTION OF BUILDING (EX: HOUSE, MOBILE HOME, MODULAR, SHOP, OFFICE) I Z i 04 O Sg ffi C IF OBTAINING A REPAIR PERMIT, WHAT IS BEING REPAIRED? 0,1 Qa NUMBER OF PERSONS NUMBER OF BEDROOMS BASEMENT PLUMBING BATHROOMS: FULL 0 YES 3/4 %2 4 IN FLOOD PLAIN AREA? YES / PERCOLATION HOLES MUST BE MARKED FOR INSPECTION OR A $50.00 FEE WILL BE CHARGED CENSUS TRACT PUBLIC WATER SUPPLY YES NAME PRIVATE WATER SUPPLY /NO CISTERN PERMIT # 296 69 �j Better Value Real Estate simply a better value 5/03/2013 Dear Weld County Department of Public Health and Environment, I am a licensed Real Estate agent in the State of Colorado and I have been working with Kenneth Shannon, owner of KS Enterprises II, for over five years now with regards to the property located at 1660 WCR 27. Our goal with this property was to build a commercial building just like the one located at 1760 WCR 27 which was also built by Mr. Shannon several years ago. We have successfully applied for and received ISDS permits and subsequently constructed two approved ISDS's for the property that Mr. Shannon owns next door to this subject property. The subject property has adequate space to comply with all required setbacks and the percolation rates as stated in the attached percolation test, coupled with the design as noted are completely compliant with the requirements of the Weld County Department of Public Health and Environment ISDS Standards. Four and one half years ago around October, 2008 we submitted a Petition for Annexation to the City of Brighton so that we might be able to connect to their water and sewer system. After an extremely thorough investigation, countless meetings with City Planners and in depth reviews of their IDS requirements we have come to realization that Annexing into the City of Brighton would yield the property worthless. This subject property is so narrow that being forced to dedicate huge setbacks, beyond what we have already dedicated to Weld County when we obtained the original USR would make the property so narrow that Mr. Shannon wouldn't be able to utilize the property at all for the approved use under the existing said USR. Therefore after exhausting all options to become Annexed into the City of Brighton, we simply asked them if we could keep our unincorporated Weld County status and still connect to the City water and sewer. The answer was a very clear, "No". Please refer to the attached email from the City of Brighton. After that firm answer from the City of Brighton, we had applied for and obtained a well permit from the State of Colorado. Please refer to the attached well permit #290695. Please also note that the State is requiring for us to use an individual waste water disposal system, (item #9). So with all that being said, in order for this property to be used to its fullest and best use would require obtaining a septic system permit from your department. Therefore we respectfully request that you issue Mr. Shannon a permit for both of the buildings that he proposes to be built upon this property as referenced in the ISDS Evaluation Applications. Better Value Real Estate 303-450-2400 3400 E. 156th Avenue Denver, CO 80602 www.BetterValueRealEstate.com Don@BetterValueRealEstate.com Page 1 of 1 Subj: Date: From: To: Good afternoon Don, Utility Service - Shannon Properties 4/10/2013 12:42:23 P.M. Mountain Daylight Time For the Shannon properties, the City will not serve the properties with water or sewer service unless the properties are annexed. Should the owner desire to annex to the City, we would certainly accept the application and petition to do so. Please let me know if you have any questions or if you would like further clarification. Best regards, Kimberly J. Dall, PE Integrity + Vision + Stewardship = A Progressive Community Confidentiality Notice The content of this email, and any attachments, is intended only for the confidential use of the person(s) to whom it is addressed. If the reader of this email is not such a person, you are hereby notified that you have received this communication in error and that reading it, copying it or in any way disseminating its content and any attachments to any other person, is strictly prohibited. If you have received this email in error, please notify the author by either calling 303.655.2000 or replying to this email immediately and permanently delete the original and any copy of the e-mail and any printout thereof. Thursday, May 02, 2013 AOL: DonClapsRE t /�\� HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 June 11, 2014 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: To provide an onsite wastewater system design for the proposed commercial office/shop building at "Building A" 1660 County Road 27, Weld County, CO Job # 11-2521 (WEST END OF BUILDING "A") SEPTIC SYSTEM DESIGN DATA: The original percolation test for the site performed by High Plains Engineering, Inc. (Report No. 05-4689) had an average percolation rate 17.1 minutes per inch (mpi) at a depth of 36 -inches below grade. (The report was updated by this firm due to the delay in construction of the septic system.) No limiting layer was discovered to a depth of 8 feet. The system will be designed for 8 full time office employees, 4 drivers that report to the site and leave for the day, and up to 10 visitors per day. The absorption bed components are required per County Code to be within 36" of final grade. ABSORPTION AREA FOR BED 8 FULL TIME WORKERS @ 15 GALLONS PER DAY (GPD) 4 DRIVERS @ 5 (GPD) 10 VISITORS @ 5 (GPD) TOTAL FLOW (Q) FOR WELD COUNTY (BED): = 120 GPD = 20 GPD = 50 GPD = 190 GPD A=Qx1.5x1.3xV T A= 190 x 1.5 x 1.3 x -V 20 =474SQ.FT. 3.5 3.5 Dimensions of "Rock and Pipe" System bed: 12' x 40' with 2 rows of 34 lineal feet (LF) of 4" diameter perforated pipe. The 12 inch layer of aggregate shall consist of clean, washed, graded gravel or rock to range in size from 3/4 inch to 2-1/2 inches with an average size of 1-1/2 inches. The rock shall extend from 2 inches above the top of the pipe, level across the bed, to 6 inches below the bottom of the pipe. The top of the rock shall be covered with • landscape fabric, untreated building paper, or a 2 inch layer of straw or hay to prevent the gravel from becoming clogged by earth backfill. Shredded tires are an approved alternate for the rock in this type of system. Contact this firm to discuss suppliers and/or specifications. NOTE: The Engineer and Health Department will inspect the site when perforated pipe, distribution box, rock or shredded tires and septic tank are in place. A final inspection may be made when the system is completed. SEPTIC TANK SPECIFICATIONS: 190 GPD X (30HRS/24HRS) X 1.5 = 357 GALLONS Per the owner - install a 1500 -gallon capacity septic tank, with two (2) compartments or units in series. NOTES: 1. Provide a minimum of five (5) feet between the distribution box and the septic tank or any building. 2. Provide a minimum of five (5) feet of solid pipe between the distribution box and the laterals. Installer to provide schedule 40 pipe when trenching below any road or driveway. The absorption "bed" area shall be isolated from all vehicular travel, parking, grazing and storage areas. **A lift pump may be required for this system if minimum specifications of 1/8" per foot of fall between the building, septic tank and the distribution system cannot be met. (See lift pump detail). All construction is to be in accordance with Weld County Colorado Department of Public Health and Environment's Individual Sewage Disposal System Regulations. Certification: I hereby certify that the septic system shown on this plan was made by me or under my direct supervision and is accurate to the best of my knowledge or belief. Todd M. Schroeder, PE Attachments: Percolation Profile, Site Map, Figures 1 - 3 e Profile Hole Log A SILTY GRAVEL (GM) 2 3 4 5 6 WELL GRADED SAND (SW) HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 GEOTEXTILE FABRIC EXISTING GROUND 12' 6' 2% 4" SANDY 2% TOPSOIL SAND BACKFILL 4" PERFORATED PVC PIPE (TYP.) 3/4" TO 2-1/2" GRAVEL (TYP.) EXISTING GROUND PLACE 10 MIL (MIN) PLASTIC LINER 1' BELOW EX. GRADE WHEN BED DEPTHS ARE RAISED ABOVE EX. GRADE FIGURE I: ROCK & PIPE BED CROSS SECTION SCALE: 1/4" = l'-0" HIGH PLAINS ENGINEERING & DESIGN. LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 22" LID LITTLE GIANT 101 EIW ALARM & CONNECTION BOX MOUNTED INHOUSE (OR EQUIVALENT) =III -N1 '!! !!-Iii Ti!=�iTi! 'T.I TI iT! iTi- 17-=-T iTi±Ti iTil Ti=iTi!!!iii - c- ALLOW SUFFICIENT \ CABLE TO REMOVE PUMP J UNDERGROUND CABLE RAM -NECK & GROUT WATER TIGHT NN___ 4" PVC INLET FROM SEPTIC TANK ELBOW MAYARA SEALED AWS-I CONTROL & CONNECTION BOX 2" SCH 40 P.V.C. PIPE (TYP.) HIGH WATER ALARM FLOAT GOULDS MODEL 3871 (MIN.OR EQUIV.) SUBMERSIBLE PUMP 8" CONC. 300 GAL. BLOCKS TN TANK (MIN) CONCRETE BRICK OR BLOCK RISER 24" CLEAR AS REQUIRED THREADED UNION FOR PUMP DISCONNECTION GATE OR GLOBE VALVE 2" SCH 40 P.V.C. PIPE (TYP.) BUSHING ADAPTER 2" PVC TO SOLID GROUND MALE ADAPTERS r PUMP ON LEVEL PUMP OFF LEVEL MALE ADAPTER FIGURE 2: LIFT PUMP DETAIL (IF NECCESSARY) SCALE: N.T.S. RAM -NECK & GROUT BOTH INLET & OUTLET WATERTIGHT DRILL a" HOLE IN BOTTOM OF PIPE LEVEL CONTROL SWITCH 5ITE MAP BUILDING "A" 166O County Road 27, Weld County, CO 35' 320' I, x X 4 >< 12'— x J< x 6 5' x —20' S89°P8/17"W 373,76'( x x x x x _1500—GALON (2) C❑MPARTMENTc.o. SEPTIC TANK c.o. RR f°DISTK113U _ I _ ION BEX x 20' MIN. 80' x 156' BhOP BUILDING "A" \-12' x 40' ABS BED WItH 2= 4" DIA, PER-, PIPS CJ CO CJ Ln LEGEND o - Percolation Test Hole X - Percolation Profile Hole A- Soil Profile Hole X Fence RR RR v) 10' FUTURE RI] W RESER VA TII7A (REC, NITS 3287097 & 342161 FIGURE 3 J❑B#11-2521 DATE: 6-11-14 All locations shown above are based on specific Information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property - boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation, Form No. GWS-25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St . Denver, Colorado 80203 (303) 866-3581 LIC WELL PERMIT NUMBER 290696 DIV. 1 WD 2 DES. BASIN MD KENNETH T & MARGARET SHANNON PO BOX 843 BRIGHTON. CO 80601- (303) 659-8850 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION WELD COUNTY SW 1/4 NW 114 Section 29 Township 1 N Range 66 W Sixth P M DISTANCES FROM SECTION LINES 3293 Ft. from South 290 Ft. from West Section Line Section Line UTM COORDINATES (Meters,Zone:13.NAD83) Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well 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)(I) and the policy of the State Engineer dated 4/23186 under the following conditions. 4) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well shall not be used for lawn or landscape irrigation or for any other purpose outside the business building structure. 5) Production from this well is restricted to the Lower Arapahoe aquifer, which corresponds to the interval between 60 feet and 350 feet below the ground surface. Plain casing shall be installed and grouted to prevent production from other zones 6) The pumping rate of this well shall not exceed 15 GPM. 7) The annual amount of ground water to be withdrawn shall not exceed 0.33 acre-feet (108,600 gallons), as applied for. 8) Approved as the only well on a tract of land of 6.97 acre(s) described as a portion of the NW 1/4, Section 29, Twp. 1 North, Rng. 66 West, 6th P.M . Weld County, reference attached exhibit "A". 9) The return flow from the use of this well must be through an individual waste water disposal system of the type so that not less than 4%!, of the total amount of water withdrawn is returned to the same stream system in which the well is located. 10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: To ensure a maximum productive life of this well, perforated casing should be set through the entire_p cing interval of the approved zone or aquifer indicated above. - '' s APPROVED JLV „Receipt No. 3658893 State Engineer f ' By 03-29-2013 DATE ISSUED`' EXPIRATION DATE J3-29-2015 Weld County Health Department Percolation Test and Soils Data 6/3/2013 /�"r-Th' HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 FILE NO.111-2521 WEST END ' Property Address BUILDING A, 1660 CR 27, Lot B of RE -3360, Legal Description WELD COUNTY, CO Property Owner Info Name Street City, State, Zip Phone KS ENTERPRISES II, LLC P.O. BOX 843 BRIGHTON, CO 80601 303-961-4774 Saturation and Swelling Groundwater Smeared Surfaces Removed: YES Encountered at (GREATER THAN 8 'feet Sand or Gravel Added: NO tstimatea seasonal aeptn to maximum water table if not encountered in profile: Date and Time Presoak Water Added: 5/30/2013 date 11:00 time Amount of Presoak Water Added: 15 gallons Is area believed seasonal fluctuations result in a seasonal to be subject to which could water table within 8' of surface? Date and Time Percolation Test Started: 5/31/2013 date 12:00 time Slope Determination in Absorption Area Did Water Remain in Hole Period? After the Overnight Swelling 0.5 % to the EAST direction Hole 1 NO Hole 2 NO Bedrock Hole 3 NO Encountered @ (GREATER THAN 8 Ifeet Hole 4 NO Hole 5 NO Estimated depth if not encountered in profile: Hole 6 NO Percolation Rate Measurement Deep (In) Percolation Rate (min/in) Hole 1 36 20.83 Type of Bedrock: Hole 2 36 13.89 Hole 3 36 16.67 Is bedrock fractured or weathered? Hole 4 36 13.89 Hole 5 36 16.67 Is bedrock believed (perc to be permeable rate < 60 min/in)? Hole 6 36 20.83 Average 17.1 Depth in Feet Weld County Health Department Percolation Test and Soils Data Profile Hole Information (cont.) Note: Soils must be classified using unified system ASTM D2487 Profile Hole Log 0 1 -2 4 6 --8 A SILTY GRAVEL (GM) WELL GRADED SAND (SW) 10 Certification I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in the accordance with the provisions of Weld County Health Department individual sewage dispos-` lions by myself or under my supervision. „� QORE901 0. 3 0. Signature Date High Plains Engineering & Design LLC 721 4th Street, Suite D Ft. Lupton, CO 80621 303-857-9280 6/3/2013 s eAr x SITE MAP BUILDING "A" '1AJ.F-57'" 1660 County Road 27, Weld County, CO S89°P8/17"W 373,76'( x x x x x x V x x X x 65' 0 0 0 x 00 c�J CJ LO CO CO II LEGEND RR 80'x I50'SI-IOP BUILDING "A" RR O 0 x O 0 O 0 325' 10' FUTURE ROW RESERVATION (REC, NO'S 3287097 & 3421613) o - Percolation Test Hole X -Percolation Profile Hole O- Soil Profile Hole X Fence All locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property — boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation. Weld County Health Department Percolation Test and Soils Data 6/3/2013 �� HIGH PLAINS ENGINEERING 8c DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 I FILE NO. 11-2521 EAST END Property Address BUILDING A, 1660 CR 27, Lot B of RE -3360, Legal Description WELD COUNTY, CO Property Owner Info Name Street City, State, Zip Phone KS ENTERPRISES II, LLC P.O. BOX 843 BRIGHTON, CO 80601 303-961-4774 1 Saturation and Swelling Groundwater Smeared Surfaces Removed: YES Encountered at IGREATER THAN 8 Ifeet Sand or Gravel Added: NO tstimatea aeptn to maximum water table if not encountered in profile: Date and Time Presoak Water Added: 5/30/2013 date seasonal 11:00 time Amount of Presoak Water Added: 15 gallons Is area believed seasonal fluctuations result in a seasonal to be subject to which could water table within 8' of surface? Date and Time Percolation Test Started: 5/31/2013 date 12:00 time [ Slope Determination in Absorption Area Did Water Remain in Hole After the Overnight Swelling Period? 0.5 % to the EAST direction Hole 1 NO Hole 2 NO Bedrock Hole 3 NO Encountered @ JGREATER THAN 8 feet Hole 4 NO Hole 5 NO Estimated depth if not encountered in profile: Hole 6 NO Percolation Rate Measurement Deep (In) Percolation Rate (min/in) Hole 1 36 20.83 Type of Bedrock:I Hole 2 36 20.83 Hole 3 36 16.67 Is bedrock fractured or weathered? Hole 4 36 16.67 Hole 5 36 16.67 Is bedrock believed (perc to be permeable rate < 60 min/in)? Hole 6 36 20.83 Average 18.8 Depth in Feet Weld County Health Department Percolation Test and Soils Data 'Profile Hole Information (cont.) 'Note: Soils must be classified using unified system ASTM D2487 'Profile Hole Log -4 • SILTY GRAVEL (GM) WELL GRADED SAND (SW) 6 8 • 10 (Certification I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in the accordance with the provisions of Weld County Health Department individual sewage disposal regulations by myself or under my supervision. Date High Plains Engineering & Design LLC 721 4th Street, Suite D Ft. Lupton, CO 80621 303-857-9280 6/3/2013 a 0' x SITE MAP BUILDING "A" 5% 1660 County Road 27, Weld County, CO S89°28/17"W 373,76'( x x x x x x V X x 65'- O O 00 x O 0 c,J C) CJ a a RR 801x 15b' SI-OP BUILDING "A" RR O O x O O O O 325' 10' FUTURE ROW RESERVATION (REC, NO'S 3287097 & 3421613) LEGEND o -Percolation Test Hole X -Percolation Profile Hole A- Soil Profile Hole X Fence All locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property — boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation. •r -,<NC), HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 June 4, 2013 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: To provide an onsite wastewater system design for the proposed commercial office/shop building at "Building A" 1660 County Road 27, Weld County, CO Job # 11-2521 (WEST END OF BUILDING "A") SEPTIC SYSTEM DESIGN DATA: The original percolation test for the site performed by High Plains Engineering, Inc. (Report No. 05-4689) had an average percolation rate 17.1 minutes per inch (mpi) at a depth of 36 -inches below grade. (The report was updated by this firm due to the delay in construction of the septic system.) No limiting layer was discovered to a depth of 8 feet. The system will be designed for 8 full time office employees and up to 10 visitors per day. The absorption bed components are required per County Code to be within 36" of final grade. ABSORPTION AREA FOR BED 8 FULL TIME WORKERS @ 15 GALLONS PER DAY (GPD) 10 VISITORS @ 5 (GPD) TOTAL FLOW (Q) FOR WELD COUNTY (BED): = 120 GPD = 50 GPD = 170 GPD A=Qx1.5x1.3xV T A= 170 x 1.5 x 1.3 x V 20 =424SQ. FT. 3.5 3.5 Dimensions of "Rock and Pipe" System bed: 12' x 40' with 2 rows of 34 lineal feet (LF) of 4" diameter perforated pipe. The 12 inch layer of aggregate shall consist of clean, washed, graded gravel or rock to range in size from 3/4 inch to 2-1/2 inches with an average size of 1-1/2 inches. The rock shall extend from 2 inches above the top of the pipe, level across the bed, to 6 inches below the bottom of the pipe. The top of the rock shall be covered with landscape fabric, untreated building paper, or a 2 inch layer of straw or hay to prevent the gravel from becoming clogged by earth backfill. Shredded tires are an approved alternate for the rock in this type of system. Contact this firm to discuss suppliers and/or specifications. NOTE: The Engineer and Health Department will inspect the site when perforated pipe, distribution box, rock or shredded tires and septic tank are in place. A final inspection may be made when the system is completed. SEPTIC TANK SPECIFICATIONS: 170 GPD X (30HRS/24HRS) X 1.5 = 319 GALLONS Per the owner - install a 2000 -gallon capacity septic tank, with two (2) compartments or units in series. NOTES: 1. Provide a minimum of five (5) feet between the distribution box and the septic tank or any building. 2. Provide a minimum of five (5) feet of solid pipe between the distribution box and the laterals. Installer to provide schedule 40 pipe when trenching below any road or driveway. The absorption "bed" area shall be isolated from all vehicular travel, parking, grazing and storage areas. **A lift pump may be required for this system if minimum specifications of 1/8" per foot of fall between the building, septic tank and the distribution system cannot be met. (See lift pump detail). All construction is to be in accordance with Weld County Colorado Department of Public Health and Environment's Individual Sewage Disposal System Regulations. Certification: I hereby certify that the septic system shown on this plan was made by me or under my direct supervisi ��,.• is accurate to the best of my knowledge or belief. Todd M. Schroeder, Attachments: Percolation Profile, Site Map, Figures 1 - 3 Profile Hole Log 0 A SILTY GRAVEL (GM) WELL GRADED SAND (SW) COUNTY ROAD 27 (NORTH MAIN STREET) (60' RIGHT-OF-WAY PER BDDK 86, PAGE 273) w - 01O w W U? I cp.O - N O __, y y { /� /� /� y y /� CI1 /� ��yy 1\ ' �/ �/ X X N0, x (3,n K 30' SANITARY SE R EASEME (REC. 5232 i --� I O O x 'N ti fN N\ N N N X rn — T N x 3 x O I 4. N � C ) x� CO Oy D D m m z O -n D 0 O Qo PI` DC :1 Ox, cn D m Kz 0 D m OUZO -: I n° z _ co oo C O ?8'17'W 37 �o rn x rrl —4 V) = m O \ O O -Z� 7r� (/) O F ro �v �xZ v --YT-E-o---r---- v y X •_._ =I Ti \ co DK C x xz o (11 V co NI R)1' T �'var^ \O'V nD yl�vJ �� zr X03 0 - U a+N S =X Na O D� O -0D K X)N C7 > -1 m > x spr(j \D h71 NZ (,vC z :'' -Op m -+ W y`if ti, cr I mo yr.r1-1, 1 \I x01 ti W - SITE PLAN x SCALE: 1/64" = 1'-0" *VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION Z• s OVERALL SITE PLAN FOR OFFICE/SHOP FACILITIES LOCATED AT 1660 COUNTY ROAD 27 WELD COUNTY, COLORADO HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4TH STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 DRAWN BY: T,S, DATE: 06/03/13 SCALE: AS NOTEE SHEET' 1 CONTACT: KS ENTERPRISES II, LLC JOB: 11-2521 1 T HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 GEOTEXTILE FABRIC EXISTING GROUND 12' 1 LI 3' 4" SANDY 2% 2% TOPSOIL SAND BACKFILL 4" PERFORATED PVC PIPE (TYP.) 3/4" TO 2-1/2" GRAVEL (TYP.) EXISTING GROUND PLACE 10 MIL (MIN) PLASTIC LINER 1' BELOW EX. GRADE WHEN BED DEPTHS ARE RAISED ABOVE EX. GRADE FIGURE 1: ROCK & PIPE BED CROSS SECTION SCALE: 1/4" = 1'-0" HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 22" LID -�♦ LITTLE GIANT 101 HW ALARM & CONNECTION BOX MOUNTED INHOUSE (OR EQUIVALENT) =1 11=111111=111=111=1 I I-1 11=1 I I-1 1=111=111=111=111=111=111=111=111=1 I I T�iT 1LTi TT Jilt IIIJ IFJIIiilt =11_7i 711IT IT�iT -W ALLOW SUFFICIENT CABLE TO REMOVE PUMP UNDERGROUND CABLE RAM -NECK & GROUT WATER TIGHT 4" PVC INLET FROM SEPTIC TANK ELBOW MAYARA SEALED AWS-1 CONTROL & CONNECTION BOX 2" SCH 40 P.V.C. PIPE (TYP.) HIGH WATER ALARM FLOAT GOULDS MODEL 3871 (MIN.OR EQUIV.) SUBMERSIBLE PUMP 8" CONC. 300 GAL. BLOCKS TN TANK (MIN) 11" CONCRETE BRICK OR BLOCK RISER 24" CLEAR AS REQUIRED THREADED UNION FOR PUMP DISCONNECTION GATE OR GLOBE VALVE 2" SCH 40 P.V.C. PIPE (TYP.) BUSHING ADAPTER 2" PVC TO SOLID GROUND MALE ADAPTERS r PUMP ON LEVEL E PUMP OFF LEVEL MALE ADAPTER FIGURE 2: LIFT PUMP DETAIL (IF NECCESSARY) SCALE: N.T.S. RAM -NECK & GROUT BOTH INLET & OUTLET WATERTIGHT DRILL $" HOLE IN BOTTOM OF PIPE LEVEL CONTROL SWITCH 5ITE MAP BUILDING "A" I GGO County Road 27 Weld County, CO -35' 'I X S89°P8/17"W 373,76'(V) xPo, x -x x x x x X X x 320' X x LEGEND 12 6 40 5' 000-GALL❑N SEPTIC TANK RR T2) COMPARTMENT 12' X 40' ABS BED W/ 1°-DISTR1l3U _ I _ ION BEX L. 4" DIA, PERF, PIPES" 20' MIN. 8O1x 150' SHOP BUILJIfIG "A" 20' MIN, N12' x 40' ABS BED WItH CJ Co CJ Ln 2 - 4" DIA. PERE. PIPS RR D B❑ 2000 -GAL ON (2) C❑MPARTMENI -T SEPTIC TANK 12' 40' 5' MIN. 3 10' EU T URE ROW RESER V A T ION (REC, NH'S 3287097 & 3421613) o -Percolation Test Hole X -Percolation Profile Hole A- Soil Profile Hole X Fence FIGURE 3 J❑B#11-2521 DATE: 5-30-13 All locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property - boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation. Nns� HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 June 4, 2013 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: To provide an onsite wastewater system design for the proposed commercial office/shop building at "Building A" 1660 County Road 27, Weld County, CO Job # 11-2521 (EAST END OF BUILDING "A") SEPTIC SYSTEM DESIGN DATA: The percolation test for the site performed by High Plains Engineering & Design, LLC (Report No. 11-2521) had an average percolation rate 18.8 minutes per inch (mpi) at a depth of 36 -inches below grade. (The original report HPE, Inc. #05-4689 was updated by this firm due to the delay in construction of the septic system.) No limiting layer was discovered to a depth of 8 feet. The system will be designed for 8 full time office employees and up to 10 visitors per day. The absorption bed components are required per County Code to be within 36" of final grade. ABSORPTION AREA FOR BED 8 FULL TIME WORKERS @ 15 GALLONS PER DAY (GPD) 10 VISITORS @ 5 (GPD) TOTAL FLOW (Q) FOR WELD COUNTY (BED): = 120 GPD = 50 GPD = 170 GPD A=Qx1.5x1.3x-V T A= 170 x 1.5 x 1.3 x -V 20 =424SQ.FT. 3.5 3.5 Dimensions of "Rock and Pipe" System bed: 12' x 40' with 2 rows of 34 lineal feet (LF) of 4" diameter perforated pipe. The 12 inch layer of aggregate shall consist of clean, washed, graded gravel or rock to range in size from 3/4 inch to 2-1/2 inches with an average size of 1-1/2 inches. The rock shall extend from 2 inches above the top of the pipe, level across the bed, to 6 inches below the bottom of the pipe. The top of the rock shall be covered with landscape fabric, untreated building paper, or a 2 inch layer of straw or hay to prevent the gravel from becoming clogged by earth backfill. 'Shredded tires are an approved alternate for the rock in this type of system. Contact this firm to discuss suppliers and/or specifications. NOTE: The Engineer and Health Department will inspect the site when perforated pipe, distribution box, rock or shredded tires and septic tank are in place. A final inspection may be made when the system is completed. SEPTIC TANK SPECIFICATIONS: 170 GPD X (30HRS/24HRS) X 1.5 = 319 GALLONS Per the owner - install a 2000 -gallon capacity septic tank, with two (2) compartments or units in series. NOTES: 1. Provide a minimum of five (5) feet between the distribution box and the septic tank or any building. 2. Provide a minimum of five (5) feet of solid pipe between the distribution box and the laterals. Installer to provide schedule 40 pipe when trenching below any road or driveway. The absorption "bed" area shall be isolated from all vehicular travel, parking, grazing and storage areas. **A lift pump may be required for this system if minimum specifications of 1/8" per foot of fall between the building, septic tank and the distribution system cannot be met. (See lift pump detail). All construction is to be in accordance with Weld County Colorado Department of Public Health and Environment's Individual Sewage Disposal System Regulations. Certification: I hereby certify that the septic system shown on this plan was made by me or under my direct supervisi.d is accurate to the best of my knowledge or belief. Todd M. Schroeder, Attachments: Percolation Profile, Site Map, Figures 1 - 3 'Profile Hole Log 0 SILTY GRAVEL (GM) 2 3 4 5 6 7 8 9 WELL GRADED SAND (SW) COUNTY ROAD 27 (NORTH MA/N STREET) (60' RIGHT-OF-WAY PER BOOK 86, PAGE 273) w • • W N w O O O - _ CD A 005232)-- N x 0' SANITARY SE R EASE ME (REC. ND, o o mil' U' I ---,N -� X _ N". NI -P_ )0 CZ)1 TT '"1 N X x I �x x jj A !OO0--GALL0 IC —S' �� tiv 4,� OCR ct 70O O° q, 70 g° c x`D po �y Dm m� z :≥• O n 9O� Z�I n y g o y �N KZ mm O O a (U z L ��r'� m p x �W m v ,� v .. vv)= mo o rn �zr' ~c:i� co x) 0\ ( o ', -ar cox m�0Ut-N3 Cl m r .. 5(D X f 71 cn SO DK c. r"70 O �-' \_, co nl p v �D \O 0 n z 4" DIA. PER I1OP "A" 20' N o CD u) COMPARTMENT X� x--„Jnl X X03 �� NIy r'l W m Pl W C -Q 1 - 01 I I I o mp N� J XQ\ O\[ ~° W Z 2 N Xv U, SITE PLAN X SCALE: 1/64" = 1'-0" *VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION Z s OVERALL SITE PLAN FOR OFFICE/SHOP FACILITIES LOCATED AT 1660 COUNTY ROAD 27 WELD COUNTY, COLORADO HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4111 STREET, SUITE D. FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 DRAWN BYE 106/03/13IASANOTEDISH 1 ICKSTENTERPRISES II, LLC IJ1E1-2521 HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 GEOTEXTILE FABRIC EXISTING GROUND 12' 6' 3' 2% 4" SANDY 2% TOPSOIL SAND BACKFILL 4"PERFORATED PVC PIPE (TYP.) 3/4" TO 2-1/2" GRAVEL (TYP.) EXISTING GROUND PLACE 10 MIL (MIN) PLASTIC LINER 1' BELOW EX. GRADE WHEN BED DEPTHS ARE RAISED ABOVE EX. GRADE FIGURE 1: ROCK & PIPE BED CROSS SECTION SCALE: 1/4" = l'-0" HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 ALLOW SUFFICIENT 22" LID CABLE TO REMOVE PUMP LITTLE GIANT 101 HW ALARM & CONNECTION BOX MOUNTED [NHOUSE (OR EQUIVALENT) 11=1' 1 111 1=I=111 H I-11=11 IlI---111_._-'=111-i71 II E Il l ll l-z=I H l i I 1=1_! I' I I I I I_I I I -III -I I LI I i-I I -III -I i t -I 11=i I I_ii i t-1 I I-I_�-I I iTi UNDERGROUND CABLE - RAM -NECK & GROUT WATER TIGHT 6 _ 4" PVC INLET FROM SEPTIC TANK ELBOW MAYARA SEALED AWS-1 CONTROL & CONNECTION BOX 2" SCH 40 P.V.C. PIPE (TYP.) HIGH WATER ALARM FLOAT GOULDS MODEL 3871 (MIN.OR EQUIV.) -1 SUBMERSIBLE PUMP 8" CONC. 300 GAL. BLOCKS TN TANK (MIN) II" CONCRETE BRICK OR BLOCK RISER 24" CLEAR AS REQUIRED THREADED UNION FOR PUMP DISCONNECTION - GATE OR GLOBE VALVE 2" SCH 40 P.V.C. PIPE (TYP.) BUSHING ADAPTER 2" PVC TO SOLID GROUND MALE ADAPTERS PUMP ON LEVEL E PUMP OFF LEVEL MALE ADAPTER FIGURE 2: LIFT PUMP DETAIL (IF NECCESSARY) SCALE: N.T.S. RAM -NECK & GROUT BOTH INLET & OUTLET WATERTIGHT DRILL 8" HOLE IN BOTTOM OF PIPE LEVEL CONTROL SWITCH ejir' 5ITE MAP BUILDING "A" I 660 County Road 27 Weld County, CO 35' S89°P8'17"W 373,76'(M) x x x x 320' ----x 11 x x Po, x ,x I "- 000-UALLLIN 'SEPTIC (2) COMPARTMENT 65' - TANK RR '12' 12' X X 40' ABS BED W/ r DISTR113U I ION BD( 2 ;- 4" DIA, PERF, PIPESN 40 t ' - 20' MIN, 80'x X 20 I50'31 BUILDING -10P "A"" MIN, 40 ' x 40' ABS BED WItH _N12' D-BOXr 12'--- 2 - 4" DIA, PERF, PIPS RR 5' 2000 -GAL ON (2) COMPARTMEN T -T MIN, X X SEPTIC TANK 3 LEGEND X rJ CJ LfD C) n 10' _ FU TURF _ (RI- C, AITTE FIGUI1E 3 3287097 RH7 W RFSF _ R VAT -ION & 3421613) 3 JOB#11-2521 DATE; 5-30-13 o -Percolation Test Hole X -Percolation Profile Hole d -Soil Profile Hole X Fence Alt locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc, are not the result of a property survey but are approximations and are not warranted to be exact, It is the owner/builder's responsibility to define property - boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements All distances are to be verified prior to excavation. COUNTY ROAD 27 (NORTH MAIN STREET) (60' RIGHT-OF-WAY PER BOOK 86, PAGE 273) w Lli _ w CR 271 ' SANITARY SE 1 R EASEMEREC X z 0 rt X SITE PLAN SCALE: 1/64" = 1'-0" "VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION v Qo rri P\ 0523 1J �p N t7 c O • td mw MM n �? - X C X U � ="n - _ 70 OVERALL SITE PLAN FOR OFFICE/SHOP FACILITIES LOCATED AT 1660 COUNTY ROAD 27 WELD COUNTY, COLORADO HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4TH STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 DRAWN BY' T.S. DATE' 06/11/14 SCALE' AS NOTED SHEET' CONTACT' 1 I KS ENTERPRISES II LLC JOB' 11-2521 Km\Building CodeVKS oll Group - DATA\CADVob PI 1 O O O O ee-e- O O gigil SR —1J! °II ND sir •- ,.. LU0 IQ• O f ^40440T PD s 7 r • ELEC. EQUIP. UNIS L MEN O • ' b •D I 1 i H. ROOMjt5' //11 ^ 1 b « • ? PARTS 77.78. p� (T)■ l� a Y�Y a 0 q • e Y_x• _ • x . ,/x �a t/a o Z OFFICE y © MI b • -• to t• T o ® OFFICE e tom. n bb O I 0 OFFICE b OFFICE HALL O 2 R a ® 0 0I z R ,e+ y Y § b b n OFFICE " NALL OFFICE _ WAREHOUSE c O e I I )OR PLAN /� � +Mt/a � `J b n R CONFERENCE ^ b `/ MMr RECEPTION T 0 OFFICE « _1 k ©° t-• T d Y L n .�i WAITING 3 OFFICE 265 2 HR. FIRE SEP. WALL 1N0N SEARING) O —2" © 2,0 SYSTEN SUPPORT FLOOR Mil qu ,e r x' -R r 'At -s t b O I © E4n..... _ e� R O ENTRY I I I I I I J 4STAIR , G a I LL •�--� < O O © O OL ALUN. STOREFRONT ® 1 HR. ST R SFSIEM I M -Y 7- LL ♦, P- s -s - ♦-e• - ♦-a ♦-e' _o' ♦-e ♦-•• - • ♦-e" ♦-Y eOi r O 1i O. xs-e ar-a v -r 2s -o as -o k 9 i1j' UPPER LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN SCALE'. 1/8"=1'-tl' SCALE: 1/8"=1'-tl' :PRISES II C ITON, DOOR SCHEDULE WINDOW SCHEDULE W 0 I C SIZE TYPE LOCATION HARDWARE ID SIZE TYPE MATERIAL H lfl 0 D1 3'-0" x 7'-0" METAL 1 HR. RATED ENTRANCE ENTRY LOCKSET W1 5'-6" x 4'-0" SLIDING VINYL FRAME, DBL GLAZING LOW "E" W D2 3'-0" x 7'-0" METAL 3/4 HR. RATED STAIR/VESTIBULE PASSAGE W2 3'-0" x 4'-0" FIXED VINYL FRAME, DBL GLAZING LOW "E" W D3 3'-0" x 7'-0" METAL SECONDARY EXIT ENTRY LOCKSET W3 4'-0" x 4'-O" SLIDING VINYL FRAME, DBL GLAZING LOW "E" CO �1 r D4 3'-0" x 7'-0" WOOD - HOLLOW CORE RESTROOM PRIVACY LOCKSET W4 6'-0" x 4'-0" SLIDING VINYL FRAME, DBL GLAZING LOW "E" W D5 16'-0" x 14'-0 METAL O.H. WAREHOUSE i 1 D6 3'-0" x 7'-0" WOOD - HOLLOW CORE OFFICES PRIVACY LOCKSET a D7 3'-0" x 7'-0" METAL — 1 1/2 HR. RATED FIRE DOOR WAREHOUSE ENTRY LOCKSET Refs6 08 3'-0" x 7'-0" DOUBLE — WOOD FRENCH CONF. ROOM PASSAGE D9 3'-0" x 7'-0" METAL MECH./ELEC. RM ENTRY LOCKSETOW At 3.9 Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: weldhealth.org Septic Permit - Final Application Number: SP -1300134 Owner Name: KS ENTERPRISES II Site Address: 1660 CR 27 App Type: Health\Commercial\New\Septic KENNETH SHANNON KS ENTERPRISES II PO BOX 843 BRIGHTON, CO 80601 Parcel#: 147129200116-R2954404 Legal Desc: PT NW4 29-01-66 LYING WEST OF UNION PACIFIC RAILROAD EXC BEG 1386.5' S OF NW COR NW4 N89D50'E 396.5' S07D53'W 113' S89D50'W 381.1' TOW LN OF SEC N112' TO BEG EXC UPRR RES EXC SE -940 & EXC LOT A RE -3360 & EXC LOT B RE -3360 App Specific Info: Finaled Application Status: Ready to Final Applied Date: 06/07/2013 Issued Date: 06/12/2014 Finaled Date : 3/ [(Li Location Description 1660 CR 27 Application Date 06/07/2013 Septic Permit Expiration Date 06/07/2014 Waive Fees No Number of Persons 15 Number of Bedrooms 0 Basement Plumbing No Full Bathrooms 0 3/4 Bathrooms 0 1/2 Bathrooms 2 Public Water Supply No Private Water Supply Well Private Water Supply Permit Reference Number 290696 Parcel Acres 6.97 Actual Installation: Septic Tank: ! 5c9O gallons Design Type: C A Absorption Trench: sq ft Absorption Bed : S 7 g sq ft Chamber Model Chambers 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 non -transferable and non-refundable. The Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval was contingent upon the final inspection of the completed s tem by the Weld County Department of Public Health and Environment. X Environmental Health Specialist Date Report ID: EHS00033v006 Print Date Time: 7/21/201410:29:41AM Page 1 of 2 Application Number: SP -1300134 Owner Name: KS ENTERPRISES II Site Address: 1660 CR 27 12� Report ID: EHS00033v006 Print Date Time: 7/21/201410:29:41AM T ri • tuft 1 Page 2 of 2 Se) CC1� v )'-r--)* HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 July 28, 2014 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: Observation of the septic system installation for the proposed office located at 1660 County Road 27, Weld County, CO. Job #11-2523 (Building "C") To Whom It May Concern: We made an observation on July 28, 2014 of the septic system at the above -described site and found that it was constructed in an adequate manner. The system design called for a 2000 -gallon septic tank but the 1500 -gallon two compartment septic tank will be adequate for this site. A 12' x 40' rock and pipe bed with two 4 -inch perforated lines will be covered with geotextile fabric prior to backfilling with granular fill. Please call this office if you have any questions or concerns. Sincerely, Copy: Governing Health Department, file This report was prepared for the exclusive use of our client and is not intended for any other purpose. Our report is based on the information made available to us at this time. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions and conclusions, and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: weldhealth.org Septic Permit New Application Number: SP -1300134 Owner Name: KS ENTERPRISES II Site Address: 1660 CR 27 App Type: Health\Commercial\New\Septic KENNETH SHANNON KS ENTERPRISES II PO BOX 843 BRIGHTON, CO 80601 Parcel Number: Legal Desc: App Specific Info: 147129200116-R2954404 PT NW4 29-01-66 LYING WEST OF UNION PACIFIC RAILROAD EXC BEG 1386.5' S OF NW COR NW4 N89D50'E 396.5' S07D53'W 113' S89D50'W 381.1' TOW LN OF SEC N112' TO BEG EXC UPRR RES EXC SE -940 & EXC LOT A RE -3360 & EXC LOT B RE -3360 Application Status: In Review Applied Date: 06/07/2013 Intake Person: SCERRILLO Permit Expiration Date: 06/07/2014 Location Description 1660 CR 27 Application Date 06/07/2013 Septic Permit Expiration Date 06/07/2014 Waive Fees No Number of Persons 15 Number of Bedrooms 0 Basement Plumbing No Full Bathrooms 0 3/4 Bathrooms 0 1/2 Bathrooms 2 Public Water Supply No Private Water Supply Well Private Water Supply Permit Reference Number 290696 Parcel Acres 6.97 Report ID: EHS00027v007 Print Date - Time: 6/7/2013 8:58:54AM Page 1 of 2 Application Number: SP -1300134 Owner Name: KS ENTERPRISES II Site Address: 1660 CR 27 Percolation Rate/Y/P/ % Ground Slope Engineering Design Required (YIN) Y Limiting Zone>8 ft in Description 54AiO (SW) Direction G/'fS / Soil Suitable (Y/N) / In 100 Year Flood Plain (Y/N) /f From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: Septic TankZO0 allons Absorption Trench sq ft or Absorption Bed 424 sq ft Chambers: Standard Biodiffuser Infiltrator Quick4 Standard or Hi Capacity BioDiffuser Arc 36 Standard or Hi Capacity Infiltrator Quick4 EQ36 Infiltrator Quick4 Plus Standard Low Profile Trench Bed Trench Bed Trench Bed Trench Bed Trench Bed All Weld County ouIISDDS regulations apply. TIn addition, this permit tiis+subject to the following inadditional terms and conditions:AS-41 c� ≤ e, /A/ C�C-V�,4/Y CC �i✓G! �lS �SY6/V DOC& it, P.:A/ 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 Health and Environment 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 failrue or inadequacy of the sewage disposal system. This permit is non -transferable and non-refundable. Before issuing final approval of this permit the Weld County Department of Public Health and Evnironment 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 Department of Public Health and Environment. Environmental Hpecialist Report ID: EHS00027v007 Print Date - Time: 6/7/2013 8:58:54AM Date Page 2 of 2 July 23, 2013 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 Web: www.weldhealth.orq Health Administration Vital Records Tele 970 304.6410 Fax. 970.304.6412 KS Enterprises II, LLC 1660 CR 27 Brighton, CO 80601 Public Health & Clinical Services Tele. 970.304.6420 Fax: 970.304.6416 Environmental Health Services Tele: 970.304.6415 Fax: 970 304.6411 Communication, Education & Planning Tele 970.304.6470 Fax: 970.304.6452 9 Public Health Prevent Promote Pretect Emergency Preparedness & Response Tele. 970.304.6420 Fax: 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play. RE: Individual Sewage Disposal System Variance Request Located at: 1660 CR 27, Brighton, Colorado This is to inform you that your Individual Sewage Disposal System Variance Request for SP - 1300134 has been reviewed and denied as submitted. The variance request was denied based upon: 1. Weld County Code Section 30-2-40 G(3) which states: Except as provided in these regulations, no individual sewage disposal system permit shall be issued to any person when the subject dwelling, place of business or institution is located within 400 feet from a sewer line of a municipality or special district which provides public sewer service, except where such sewer service to the structure is not feasible in the determination of the municipality or special district. 2. Weld County Code Section 30-9-20. C. 5. Which states: No variance will be allowed solely for economic gain. Should you have any questions regarding your septic system, please contact this office at your earliest convenience at 970-304-6415. Sincerely, James Taloumis Environmental Health Specialist cc: Todd Schroeder, High Plains Engineering and Design, LLC, 721 4th St. Suite D, Ft. Lupton, CO 80621 Don L. Claps, Better Value Real Estate, 3400 E. 156th Ave, Denver, CO 80602 Kimberly J. Dall, City of Brighton, 500 South 4th Ave, Brighton, CO 80601 WELD COUNTY BOARD OF HEALTH VARIANCE REQUEST - WELD COUNTY I.S.D.S. REGULATIONS APPLICANT: KS Enterprises II LLC PERMIT NO.: 3 Proposed (SP -1300133 and SP -1300134) and 1 other. LEGAL DESCRIPTION: PT: NW4 SECTION: 29 TOWNSHIP: 1N RANGE: 66W SITE ADDRESS: 1660 CR 27, Brighton, CO 80601 FACILITY: Commercial, industrial use ACRES: 6.97 WATER SUPPLY: Well PERC RATE: 20mpi SOIL: suitable LIMITING ZONE: None PRIMARY TREATMENT: 2000 gal. 2 compartment CAPACITY: 2000 Gallons (all) DISPOSAL METHOD: Absorption bed SIZE: 480 sq ft. (all) REQUEST FOR VARIANCE: Requesting to install new septic systems vs. connecting to City of Brighton sewer within 400 ft. of facility per the requirements of Weld County Code 30-2-40 G (3), which states: "Except as provided in these regulations, no individual sewage disposal system permit shall be issued to any person when the subject dwelling, place of business or institution is located within 400 feet from a sewer line of a municipality or special district which provides public sewer service, except where such sewer service to the structure is not feasible in the determination of the municipality or special district." STAFF COMMENTS: The building is —50 ft. from the sewer in CR 27. See attached Engineer's report by High Plains Engineering and Design, dated June 4, 2013, for sewer location details and other bed location. Per 6/13/2013 email correspondence from Kimberly Dall, City of Brighton Development Engineering Manager, the City affirms that sanitary sewer service is feasible to the building located at 1660 Cr 27, Brighton, CO 80601. In addition, Weld County Code Sec. 30-9-20. C. 5. states: "No variance will be allowed solely for economic gain." STAFF RECOMMENDATION: Denial ENVIRONMENTAL PROTECTION SPECIALIST: James Taloumis REVIEWED BY BOARD: jt,tto B.O.H. DECISION: APPROVED: DENIED: TABLED: ooth. aOc4 Chairman Weld County Board of Health DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue Greeley, CO 80631 Public Health Web: www.weldhealth.orq Health Administration Public Health & Clinical Environmental Health Communication, Emergency Preparedness Vital Records Services Services Education & Planning & Response Tele.970.304.6410 Tele:970.304.6420 Tele:970.304.6415 Tele:970.304.6470 Tele:970.304.6420 Fax: 970.304.6412 Fax: 970.304.6416 Fax: 970.304.6411 Fax: 970.304.6452 Fax. 970.304.6469 Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play. July 12, 2013 Dear Resident: In accordance with Weld County's Notification Requirements, we are informing surrounding property owners of the following: The Weld County Board of Health will hold a Public Hearing on Tuesday, July 23, 2013, at 9:00 a.m., in the Room 210, Second Floor, Weld County Department of Public Health and Environment, 1555 N. 17th Avenue, Greeley, Colorado, concerning the request of: APPLICANT NAME AND ADDRESS: Kenneth Shannon, KS Enterprises II LLC, PO Box 843, Brighton, CO 80601 LEGAL: Parcel No. 14712900116, NW1/4 of Section 29, Township 1N, Range 66W LOCATION: 1660 WCR 27, Brighton, CO 80601 VARIANCE REQUEST: Variance to install individual sewage disposal systems versus connecting to City of Brighton sewer that is within 400 feet of buildings. For more information call or write to: James Taloumis- ENVIRONMENTAL PROTECTION SPECIALIST ENVIRONMENTAL HEALTH SERVICES WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N, 17TH AVENUE GREELEY, COLORADO 80631 PHONE: 304-6415 Application Number: App Type: Owner Name: Parcel #: Legal Desc: Site Address: App Specific Info: Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: www.co.weldhealth.org Septic Permit Application SP -1300134 Health\Commercial\New\Septic KENNETH SHANNON KS ENTERPRISES II PO BOX 843 BRIGHTON, CO 80601 KS ENTERPRISES II 147129200116-R2954404 PT NW4 29-01-66 LYING WEST OF UNION PACIFIC RAILROAD EXC BEG 1386.5' S OF NW COR NW4 N89D50'E 396.5' S07D53'W 113' S89D50'W 381.1' TO W LN OF SEC N112' TO BEG EXC UPRR RES EXC SE -940 & EXC LOT A RE -3360 & EXC LOT B RE -3360 1660 CR 27 1/2 Bathrooms 3/4 Bathrooms Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Parcel Acres Private Water Supply Public Water Supply 2 0 No 0 1660CR27 0 15 6.97 Well No Report ID: EHS00056v003 Print Date Time: 6/7/2013 8:58:18AM Page 1 of 2 Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 Web: www.co.weldhealth.org Septic Permit Application TERMS AND CONDITIONS A permit fee, as set by separate ordiance of the Board of Weld County Commissioners, shall be required of applicants for new individual sewage disposal systems (ISDS), payable at time of application. Permit fees are non-refundable; permit applications are non -transferable. If both a building permit and an ISDS are issued for the same property and construction is not commenced prior to the expiration date of the building permit, the ISDS permit shall expire at the same time as the building permit. If an ISDS permit is issued for a property that does not require a building permit, the ISDS permit shall expire one year after its issuance if construction on the septic system has not commenced. Any change in plans or specifications after the permit has been issued invalidates the permit unless approval is secured from the Health Officer or his/her designated agent. Expired permits can be renewed by payment of the permit fee only if: A. There has been no change in the plans and specifications of the proposed system as set out in the original application or such change is reviewed and approved by a Division Representative. B. The surrounding land, its use or zoning has not changed so -as -to cause the original application not to be acceptable under these regulations. NOTICE The completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Department of Public Health and Environment (WCDPHE). The issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10 title 25, CRS as amended. The applicant certfies that the proposed system will not be located within 400 feet of a community 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. 6-7-13 wner/Applicant Date Report ID: EHS00056v003 Page 2 of 2 Print Date Time: 6/7/2013 8:58:18AM f\,(rie IIIDC COLORADO ,3eo i3c1 SEPTIC PERMIT INFORMATION FORM \krkst'7 To obtain an I.S.D.S. permit, one must file an "application for Individual Sewage Disposal System" at the Weld County Environmental Health Services office and pay the application fee. A "repair" fee shall be charged for the expansion, replacement, or repair of an existing system. The following information must be provided on the septic information form. ERCIAL PERMIT REPAIR $850.00 VAULT PERMIT NEW or REPAIR $250.00 RESIDENTIAL PERMIT NEW or REPAIR $750.00 MINOR REPAIR PERMIT $100.00 PARCEL NO.: 17-I 7- ZOO I I -b LEGAL DESCRIPTION: SECTION 29 TOWNSHIP O I RANGE 66 ACRES 6 t SUBDIVISION LOT BLOCK FILING (12 DIGIT NUMBER) THIS INFORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650 SITE ADDRESS l'6 60 L0C R 27 . 'L' t I A ill C _ DIRECTIONS TO SITE EV-G ill c k 6 1- 27- 0 b h -h c Q PROPERTY OWNER: 5 Eh -I- .e r p iN 1 s t``J' MAILING ADDRESS: g el(3 F-) CITY kI j 4 1\f Ui, ST C 0 ZIP ' 0 60 HOME PHONE: ( ) ii WORK PHONE ('30.) 961- it TT t( FAX (3C____3 5:23-- c EMAIL ADDRESS: S P I T t-- 1; I) CO @ C<f , ( 0 WI APPLICANT NAME: K Q.1, n.Q A 5 k a 11 VI Gil\ MAILING ADDRESS: pt,-' )( a'I-(-3 CITYs f i W h ST CO HOME PHONE: ( ) WORK PHONE (.3)961 - J11 FAX (3O-3) .555 - 3S c EMAIL ADDRESS: Sri ? 0;h -q® 0- 0(' C c DESCRIPTION OF BUILDING (EX: HOUSE, MOBILE HOME, MODULAR, SHOP, OFFICE) IAll 0 93 CfiAtm.ecC, f 1 oL ZIP IF OBTAINING A REPAIR PERMIT, WHAT IS BEING REPAIRED? NUMBER OF PERSONS 15 IN FLOOD PLAIN AREA? YES N NUMBER OF BEDROOMS 6 PERCOLATION HOLES MUST BE MARKED FOR INSPECTION OR A $50.00 FEE WILL BE CHARGED BASEMENT PLUMBING YES /C BATHROOMS: FULL CENSUS TRACT PUBLIC WATER SUPPLY YES NC� NAME //� %/ PRIVATE WATER SUPPLY YE• / NO WEL /CISTERN PERMIT # 29ob -I(� HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE 0, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 July 15, 2014 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: Septic design addendum for the 24'x60' modular office/storage (Building C) located at Lot B of Recorded Exemption RE -3360, A Part of the NW1/4 /4 of Section 29, Ti N, R66W of the 6th P.M., (1660 County Road 27), Weld County, CO Job # 11-2523 To Whom It May Concern: The 2000 gallon two compartment septic tank specified in the approved design shall be changed to a 1500 gallon two compartment septic tank approved by CDPHE per Regulation 43. Please call if you have any questions. Sincerely, Todd M. Schroeder, P This report was prepared for the exclusive use of our client and is not intended for any other purpose. Our report is based on the information made available to us at this time. Should additional information become available, we reserve the right to determine the impact, if any, of the new information on our opinions and conclusions, and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. Lauren Light From: Sent: To: Subject: Esther Gesick Thursday, June 12, 2014 11:11 AM Lauren Light FW: KS Enterprises Building Permits Esther E. Gesick Clerk to the Board 1150 O Street/ P.O. Box 7581 Greeley, CO 80632 tel: (970) 336-7215 X4226 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Brad Yatabe Sent: Wednesday, April 02, 2014 12:04 PM To: Esther Gesick Subject: FW: KS Enterprises Building Permits Esther, Mr. Shannon is withdrawing the appeal of the variance denial set for April 7 before the Board of Commissioners (see below email). Can the item simply be removed from the agenda or does it need to be addressed and the withdrawal request made on April 7? If the item can be simply removed from the agenda, please send me an email to that effect and I can pass it on to the applicant. Thanks. Brad Yatabe Assistant Weld County Attorney 1150 O Street Mailing Address: P.O. Box 758, Greeley, CO 80632 tel: (970) 356-4000 ext. 4396 fax: (970) 352-0242 STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message is attorney privileged and confidential, intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please notify us immediately by replying and delete the message. From: The Carroll Group, Ltd. [mailto:crlgrp©gmail.com] Sent: Monday, March 31, 2014 1:21 PM 1 To: Brad Yatabe Cc: MATTHEW B. DILLMAN; margaret shannon Subject: Re: KS Enterprises Building Permits Brad, I appreciate your involvement! Relying on this new information, and being able to start construction in Weld County immediately, we ask that the request for Appeal for KS Enterprises II, scheduled for April 7 before the County Commissioners, be removed from the docket. We will proceed immediately in finalizing construction documents for the site approved steel building and submit for construction permit as soon as we have confirmed revised engineering for the 2012 IBC, on previously approved AMUSR-1456, completed 9/1/06 . We also request the release for the septic permit previously withheld, knowing that the final approval and Certificate of Occupancy will not be completed until July 1, 2014 when the revised Weld County Code Chapter 30 will be implemented. Ken Shannon and all of his team are happy to continue developing this project in Weld County. Thank -you again for your participation! Larry On Mon, Mar 31, 2014 at 10:41 AM, Brad Yatabe <byatabe@co.weld.co.us> wrote: Larry, I received the following response this morning from Tom Parko regarding issuance of the building permits. I'll wait to hear from you regarding how your client wishes to proceed. Thank you. All - I am out of the office today and back tomorrow. I am fine releasing permits with an agreement that we don't issue a C/O until July 1st. Doesn't make a lot of since to go before. The board and ask for a waiver from a provision they just deleted from the code. Doesn't sound like they are in a rush and want to stay in Weld. Can't blame them. Brighton can take forever and who knows what conditions they place on the owner. Sent from my iPhone 2 Brad lc -wily Assistant Weld County Attorney 1150 O Street Mailing Address: P.O. Box 758, Greeley, CO 80632 tel: (970) 356-4000 ext. 4396 fax: (970) 352-0242 STATEMENT OF CONFIDENTIALITY & DISCLAIMER: The information contained in this email message is attorney privileged and confidential, intended only for the use of the individual or entity named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please notify us immediately by replying and delete the message. Carte Carroll, •Jr: President The Carroll Group, Ltd 303.659.6692 Of 303.325.7653 Fx 3 r Mary Evett Si't7)o (33 Sti'- (3Dai3( From: Sent: To: Cc: Subject: Mary, Dall, Kimberly [KDall@brightonco.gov] Wednesday, October 16, 2013 10:12 AM Mary Evett James Taloumis; Lauren Light; Trevor Jiricek RE: Shannon property, 1660 CR 27, Brighton - Weld County Board of Health variance denial appeal request to install a septic system vs connecting to Brighton sewer I am pleased to report that our meeting this morning went well, Mr. Shannon is continuing to pursue annexation of the properly. They had indicated in the meeting that because we are continuing with the annexation that they will not be appealing the denial from the Board of Health. Please let me know if you have questions about the annexation. Best regards, Kimberly J. Dall, PE Assistant Director, Streets and Fleet City of Brighton 303-655-2046 303-655-2112 From: Mary Evett [mailto:mevett@co.weld.co.us] Sent: Tuesday, October 15, 2013 9:29 AM To: Dall, Kimberly Cc: James Taloumis; Lauren Light; Trevor Jiricek Subject: RE: Shannon property, 1660 CR 27, Brighton - Weld County Board of Health variance denial appeal request to install a septic system vs connecting to Brighton sewer Thank you. Mary Evett Environmental Health Specialist Weld County Department of Public Health and Environment 1555 N 17th Ave Greeley, CO 80631 tel: 970-304-6415, Extension 2216 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 1 I From: Dali, Kimberly [mailto:KDall@brightonco.gov] Sent: Tuesday, October 15, 2013 9:27 AM To: Mary Evett Cc: James Taloumis; Lauren Light Subject: RE: Shannon property, 1660 CR 27, Brighton - Weld County Board of Health variance denial appeal request to install a septic system vs connecting to Brighton sewer Mary, Thank you for the information. We are meeting with Larry Carroll tomorrow morning to discuss the annexation, I will provide an update to you afterwards. Best regards, Kimberly J. Da11, PE Assistant Director Streets and Fleet City of Brighton 500 South 4th Avenue Brighton, CO 80601 303-655-2046 303-655-2112 Integrity + Vision + Stewardship = A Progressive Community Think green ...reduce, reuse, recycle. From: Mary Evett [mailto:mevett@co.weld.co.us] Sent: Tuesday, October 08, 2013 9:56 AM To: Dall, Kimberly Cc: James Taloumis; Lauren Light Subject: Shannon property, 1660 CR 27, Brighton - Weld County Board of Health variance denial appeal request to install a septic system vs connecting to Brighton sewer Kimberly, As you may recall, on July 23, 2013, the Weld County Board of Health denied the variance request to install a septic system at the referenced property vs connecting to Brighton sewer that is within 400 ft. of the facility. You were present at the Board of Health hearing. On Friday, 10/4/13, we received the email below (in italics) from the property owner's representative, Larry Carroll requesting an appeal to the Board of County Commissioners of the Board of Health's decision to deny the variance to install the septic system. We are requesting your input and comments on Mr. Carroll's email regarding negotiating annexation with Brighton. Thank you, Mary Good Afternoon, I am representing a client, KS Enterprises II - Ken Shannon, that has property in the Brighton expansion area and has been attempting to meet Brighton's annexation requirements that are not static. He has approved property in Weld County and a well permit approved by the State of Colorado and is requesting a 1SDS for his parcel. Because of Brighton's proximity, he has been told that he must annex into Brighton for City Services. After 4+ years he has not been able to create an agreement and is now looking for a solution to stay in Weld County. After the Health Department Hearing, my client did return to negotiate with Brighton and thought that progress was being made. At the last minute, Brighton required a non-contiguous site that my client has interest in to be included in the annexation and stopped the negotiations - losing another 80 days! 2 r My client is asking to be heard by the Weld County Commissioners and request a reversal of the Health Department's Denial for the request for an ISDS system. Please notify me of the cost and application requirements to be listed on the Weld County Commissioner agenda. Thank -you for your assistance in this! Larry Larry Carroll, Jr. President The Carroll Group, Ltd 303.659.6692 Of 303.325.7653 Fx Mary Evett Environmental Health Specialist Weld County Department of Public Health and Environment 1555 N 17th Ave Greeley, CO 80631 tel: 970-304-6415, Extension 2216 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. Confidentiality Notice The content of this email, and any attachments, is intended only for the confidential use of the person(s) to whom it is addressed. If the reader of this email is not such a person, you are hereby notified that you have received this communication in error and that reading it, copying it or in any way disseminating its content and any attachments to any other person, is strictly prohibited. If you have received this email in error, please notify the author by either calling 303.655.2000 or replying to this email immediately and permanently delete the original and any copy of the e-mail and any printout thereof Confidentiality Notice The content of this email, and any attachments, is intended only for the confidential use of the person(s) to whom it is addressed. If the reader of this email is not such a person, you are hereby notified that you have received this communication in error and that reading it, copying it or in any way disseminating its content and any attachments to any other person, is strictly prohibited. If you have received this email in error, please notify the author by either calling 303.655.2000 or replying to this email immediately and permanently delete the original and any copy of the e-mail and any printout thereof 3 Better Value Real Estate simply a better value 6/26/2013 RE: REQUEST for VARIANCE For septic permit applications SP -1300133 and SP -1300134 Property address: 1660 CR 27 Brighton, CO Dear Weld County Board of Public Health, I am a licensed Real Estate agent in the State of Colorado and I have been working with Kenneth Shannon, owner of KS Enterprises II, for over five years now with regards to the property located at 1660 WCR 27. Our goal with this property was to build a commercial building just like the one located at 1760 WCR 27 which was also built by Mr. Shannon several years ago. We have successfully applied for and received ISDS permits and subsequently constructed two approved ISDS's for the property that Mr. Shannon owns next door to this subject property. Today we are asking for a variance from Section 30-2-20-G-3 of the Weld County Septic Regulations for the following reasons. The subject property has adequate space to comply with all required setbacks and the percolation rates as stated in the attached percolation test, coupled with the design as noted are completely compliant with the requirements of the Weld County Department of Public Health and Environment ISDS Standards along with all of the provisions of Section 25-10-107 of the Individual Sewage Disposal Systems Act. Four and one half years ago around October, 2008 we submitted a Petition for Annexation to the City of Brighton so that we might be able to connect to their water and sewer system. After an extremely thorough investigation, countless meetings with City Planners and in depth reviews of their IDS requirements we have come to realization that Annexing into the City of Brighton would yield the property worthless. The hardship comes from the fact that this subject property is so narrow that being forced to dedicate additional setbacks, beyond what we have already dedicated to Weld County when we obtained the original USR would make the property so narrow that Mr. Shannon wouldn't be able to utilize the property at all for the approved use under the existing said USR. Therefore after exhausting all options to become Annexed into the City of Brighton, we simply asked them if we could keep our unincorporated Weld County status and still connect to the City water and sewer. The answer was a very clear, "No". Please refer to the attached email from the City of Brighton. After that firm answer from the City of Brighton, we had applied for and obtained a well permit from the State of Colorado. Please refer to the attached well permit #290695. Please also note that the State is requiring for us to use an individual waste water disposal system, (item #9). In order for this property to be used to its fullest and best potential, septic system permits from Department of Public Health and Environment would be required. Upon completion of these fully compliant ISDS's upon the subject property, there would be no greater risk to public health and the environment than a sewer line traversing the property. Therefore we respectfully request that you approve the Request for Variance for Mr. Shannon. S \cerely,k Don L. Claps Better Value Real Estate 303-450-2400 3400 E. 156th Avenue Denver, CO 80602 www.BetterValueRealEstate.com Don@BetterValueRealEstate.com rage 1 of 1 Subj: Utility Service - Shannon Properties Date: 4/10/2013 12:42:23 P.M. Mountain Daylight Time From: KDall(c�brightonco.gov To: DonClapsREaol.com Good afternoon Don, For the Shannon properties, the City will not serve the properties with water or sewer service unless the properties are annexed. Should the owner desire to annex to the City, we would certainly accept the application and petition to do so. Please let me know if you have any questions or if you would like further clarification. Best regards, Kimberly J. Dall, PE Development Engineering Manager Community Development City of Brighton 500 South 4th Avenue Brighton, CO 80601 303-555-2046 Integrity + Vision + Stewardship = A Progressive Community Think green ...reduce, reuse, recycle. Confidentiality Notice The content of this email, and any attachments, is intended only for the confidential use of the person(s) to whom it is addressed. If the reader of this email is not such a person, you are hereby notified that you have received this communication in error and that reading it, copying it or in any way disseminating its content and any attachments to any other person, is strictly prohibited. If you have received this email in error, please notify the author by either calling 303.655.2000 or replying to this email immediately and permanently delete the original and any copy of the e-mail and any printout thereof. Wednesday, June 26, 2013 AOL: DonClapsRE Form`No. GWS-25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 LIC WELL PERMIT NUMBER 290696 DIV. 1 WD 2 DES. BASIN MD KENNETH T & MARGARET SHANNON PO BOX 843 BRIGHTON, CO 80601- (303) 659-8850 PERMIT TO CONSTRUCT A WELL ) _ APPROVED WELL LOCATION WELD COUNTY SW 1/4 NW 1/4 Section 29 Township 1 N Range 66 W Sixth P.M. DISTANCES FROM SECTION LINES 3293 Ft. from South 290 Ft. from West Section Line Section Line UTM COORDINATES (Meters,Zone:13.NAD83) Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well 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)(I) and the policy of the State Engineer dated 4/23/86 under the following conditions. 4) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well shall not be used for lawn or landscape irrigation or for any other purpose outside the business building structure. 5) Production from this well is restricted to the Lower Arapahoe aquifer, which corresponds to the interval between 60 feet and 350 feet below the ground surface. Plain casing shall be installed and grouted to prevent production from other zones. 6) The pumping rate of this well shall not exceed 15 GPM, 7) The annual amount of ground water to be withdrawn shall not exceed 0.33 acre-feet (108,600 gallons), as applied for. 8) Approved as the only well on a tract of land of 6.97 acre(s) described as a portion of the NW 1/4, Section 29, Twp. 1 North, Rng. 66 West, 6th P.M., Weld County, reference attached exhibit "A". 9) The return flow from the use of this well must be through an individual waste water disposal system of the type so that not less than 4% of the total amount of water withdrawn is returned to the same stream system in which the well is located. 10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: To ensure a maximum productive life of this well, perforated casing should be set through the entireppdycing, interval of the approved zone or aquifer indicated above., lei APPROVED JLV State Engineer Receipt No. 3658893 DATE ISSUED 03-29-2013 By EXPIRATION DATE 3-29-2015 James Taloumis From: James Taloumis Sent: Thursday, June 13, 2013 3:44 PM To: 'spipelineco@aol.com' Cc: Mary Evett Subject: Septic permits at 1660 CR 27 Attachments: FW: Shannon Properties On Monday, 6/10/13, I visited your property at 1660 CR 27 in Brighton to conduct a site inspection for septic permit applications SP -1300133 and SP -1300134. Unfortunately, Weld County is not able to issue your septic permits due to proximity and feasibility of sewer connection. Section 30-2-20-G-3 of the Weld County Septic Regulations states that, "Except as provided in this chapter, no individual sewage disposal system permit shall be issued to any person when the subject dwelling, place of business or institution is located within four hundred (400) feet of a sewer line of a municipality or special district which provides public sewer service, except where such sewer service to the structure is not feasible in the determination of the municipality or special district". We spoke with Kimberly Dall from the City of Brighton who informed that the property at 1660 CR 27 could feasibly connect to sewer. I have also attached Ms. Dall's email to us stating that the sewer is within 400 ft. of the facility and that it is feasible to connect. You willneed to contact City of Brighton regarding sewer connection requirements. Kimberly Dall's contact information is provided in the attached email. James Taloumis Environmental Health Specialist Weld County Department of Public Health and Environment 1555 North 17th Avenue, Greeley, Colorado 80631 tel: 970.304.6415 x 2239 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 1 James Taloumis From: Sent: To: Subject: Mary Evett Thursday, June 13, 2013 3:02 PM James Taloumis FW: Shannon Properties Here is the email from Brighton Mary Evett Environmental Health Specialist Weld County Department of Public Health and Environment 1555 N 17th Ave Greeley, CO 80631 tel: 970-304-6415, Extension 2216 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Dall, Kimberly [mailto:KDall@brightonco.gov] Sent: Thursday, June 13, 2013 3:01 PM To: Mary Evett Subject: Shannon Properties Good afternoon Mary, The City has installed a gravity sewer line within the Weld County Road 27 right of way; the property at 1660 WCR 27 is within 400' of and would be able to be served by this line. Please contact me should you have any further questions. Best regards, Kimberly J. Dall, PE Development Engineering Manager Community Development City of Brighton 500 South 4th Avenue Brighton, CO 80601 303-655-2046 Integrity + Vision + Stewardship = A Progressive Community Th,nk ygreec7 ...,reduce, reuse, recycle. 1 Confidentiality Notice The content of this email, and any attachments, is intended only for the confidential use of the person(s) to whom it is addressed. If the reader of this email is not such a person, you are hereby notified that you have received this communication in error and that reading it, copying it or in any way disseminating its content and any attachments to any other person, is strictly prohibited. If you have received this email in error, please notify the author by either calling 303.655.2000 or replying to this email immediately and permanently delete the original and any copy of the e-mail and any printout thereof. 2 Page 1 of 1 Subj: Utility Service - Shannon Properties Date: 4/10/2013 12:42:23 P.M. Mountain Daylight Time From: i ' it wk r,glit To: Good afternoon Don, "la a! For the Shannon properties, the City will not serve the properties with water or sewer service unless the properties are annexed. Should the owner desire to annex to the City, we would certainly accept the application and petition to do so. Please let me know if you have any questions or if you would like further clarification. Best regards, Kimberly J. Da11, PE Integrity + Vision + Stewardship = A Progressive Community Confidentiality Notice The content of this email, and any attachments, is intended only for the confidential use of the person(s) to whom it is addressed. If the reader of this email is not such a person, you are hereby notified that you have received this communication in error and that reading it, copying it or in any way disseminating its content and any attachments to any other person, is strictly prohibited. If you have received this email in error, please notify the author by either calling 303.655.2000 or replying to this email immediately and permanently delete the original and any copy of the e-mail and any printout thereof. Thursday, May 02, 2013 AOL: DonClapsRE Form No. GWS-25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 LIC WELL PERMIT NUMBER 290696 DIV. 1 WD2 DES. BASIN MD KENNETH T & MARGARET SHANNON PO BOX 843 BRIGHTON, CO 80601- (303) 659-8850 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION WELD COUNTY SW 1/4 NW 1/4 Section 29 Township 1 N Range 66 W Sixth P.M. DISTANCES FROM SECTION LINES 3293 Ft. from South Section Line 290 Ft. from West Section Line UTM COORDINATES (Meters,Zone:13.NAD83) Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well 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)(I) and the policy of the State Engineer dated 4/23/86 under the following conditions. 4) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92-602(1)(c), for a commercial business. Water from this well shall not be used for lawn or landscape irrigation or for any other purpose outside the business building structure. 5) Production from this well is restricted to the Lower Arapahoe aquifer, which corresponds to the interval between 60 feet and 350 feet below the ground surface. Plain casing shall be installed and grouted to prevent production from other zones. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The annual amount of ground water to be withdrawn shall not exceed 0.33 acre-feet (108,600 gallons), as applied for. 8) Approved as the only well on a tract of land of 6.97 acre(s) described as a portion of the NW 1/4, Section 29, Twp. 1 North, Rng. 66 West, 6th P.M., Weld County, reference attached exhibit "A". 9) The return flow from the use of this well must be through an individual waste water disposal system of the type so that not less than 4% of the total amount of water withdrawn is returned to the same stream system in which the well is located. 10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: To ensure a maximum productive life of this well, perforated casing should be set through the entir cing interval of the approved zone or aquifer indicated above. G"r j3 APPROVED JLV State Engineer Receipt No. 3658893 DATE ISSUED 03-29-2013 By XPIRATION DATE 3-29-2015 Denver Basin Team 1A UefI T Geotechnical Services Branch Consultation March 29, 2013 Evaluator: Jolene Mackay Receipt No: 3658893 Location: SW%., NW%, Section 29, Township 1 North, Range 66 West, 6th P.M. Aquifer(s) Requested: -ipper Arapahoe Lc�xcL Request: Consultation Recommendations: & 34(3 th-a �4CA tee- 4 o' aA M3% J Zia 5 „Avr M` ;418r1. t • C�tti S.0 4-6 (431.44-1- Q 43'�t4 3�� • �!�', �"^me4A.sz C +'y LIA:r 1 �rN�•r�gb• l o:,JG& Pt INP Atkaz A tdrt/l. pier S = Special Permit Conditions: 2t QU ' .4- Trki„.k L06, Geologist Signature: Date: 3/9gt9c)1 Report Date: 3/29/2013 Bedrock Aquifer Evaluation Determination Tool Denver Basin Aquifer - Specific Location Determination Tool Applicant: Receipt No: Evaluated By: SHANNON 3658893 JLV Location: SW 1/4 of NW 1/4 of Sec. 29, T.1N, R.66W. ( 1987 NSL, 290 WSL) Basin Designation: Location is within the UNKNOWN Designated Ground Water Basin. Ground Surface Elevation: 4955 Feet Number of Acres: 6.97 Warning! The depth intervals estimated in this area may vary from actual conditions due to lack of data and/or structural complexity. AQUIFER ELEVATION (ft) NET SAND DEPTH TO (ft) Bot. Top Bot. Top ANNUAL STATUS APPROP. (A- F) Upper Dawson — — — — — Lower Dawson — — — — Denver — — — — — — — Upper Arapahoe — — — — — Lower Arapahoe 4640 4879 98.7 315 76 1.17 NNT Laramie -Fox Hills 3980 4243 173.1 975 712 1.81 NT NOTE: 'E' indicates a location is at an aquifer boundary and the values may be more approximate. COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST, RM 821, DENVER, CO 80203 Main: (303) 8663581 Fax: (303) 866-2223 dwroermitsonlinee4state.co.us GENERAL PURPOSE Water Well Permit Application Review instructions on reverse side prior to completing form. The form must be computer generated, typed or in black or blue ink. 1. Applicant Information Name of applicant Kenneth T. & Margaret Shannon Office Use Only Form GWS-45 (04/2012) Ras s, P g "E Mailing address P.O. Box 843 City Brighton Telephone # (area code It number) 303-659-8850 State Zip cafe CO 80601 E-mail (onhnefilmg required) DonClapsRE@aor.com 6. Use Of Well (check applicable boxes) Attach a detailed description of uses applied for. ❑ Industrial ❑ Municipal ❑ Irngation ® Commercial ❑ Dewatering System ❑ Geothermal (production or reinjection) ❑ Other (describe): 2. Type Of Application (check applicable boxes) Construct new well O Replace existing well 8 Change source (aquifer) COGCC Well ❑ Use existing well ❑ Change or increase use ❑ Reapplication (expired permit) (� Other: 15 Total depa; 7. Well Data (proposed) Mexirrum pumping rate - gpm feet Annual amount to be withdrawn 1/3 Aquifer .. _ .._. acre-feet 3. Refer To (if applicable) wall pema # Water Court case* Designated Desist Determination Wel name or # 4. Location Of Proposed Well County Weld Section 29 1 Township Nor S RaEl SW Range Ear W Principal Mend,an 1/4 of the NW 114 66 ® t1 6th Distance of well from section lines (section hues are typically not property hoes) - 3293' Ft from IT N Ix S 290' Ft frorrapE ,LOW For replacement wells only — distance and direcbon from old well to new well - feet direction Wet location address (Include City, State, Zip) 0 Check if well address is same as in Item 1 1660 WCR 27 Fort Lupton, CO 80603 Optional: GPS well location information in UTM format You must check GPS unit for required settings as follows: Format rust be UTM f iZone12oruZone13 Units mist be Meters Datum must be NADIR) Unit must be set to true north Was GPS unit checked for above? ❑ YES Easting Northing Remember to set Datum to NADe3 8. Land On Which Ground Water Will Be Used Legal Description of Land (may be provided as an attachment) (If used for crop irrigation, attach a scaled map that shows irrigated area.) A. # Acres B. Owner . List any other wells or water rights used on this land 9. Proposed Well Driller License #(optional: 10. Sign or Entered Name Of Applicant(s) Or Authorized Agent The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. Sign e r name( of, m;on(s tong_ applipbon r 5. Parcel On Which Well Will Be Located (PLEASE ATTACH A CURRENT DEED FOR THE SUBJECT PARCEL) A Legal Description (may be provided as an attachment) Office Use Only USGS map name ' 0WR crap no If signin n me and title Date (mrnlddlyyyy) ea 7-c_ 1,-7J/#'4',t' /NV Azte7-4,peaoia Part NW Section 29, T. 1 N., RA 66 W.,6th P.M. Weld County,i Dlorado Se,e, h4odye B. # of acres in parcel C. Owner 6.97 _ _ KS Enterprises II, LLC D. Wt this be the only well on this parcel' R YES NO (if no list other wells) E. State Parcel ID#(optona) AQUA WE CWCB TO MYLAR SBS J DIV ( WD - BA MD eceipt area only Transaction #: Date 2/19/2013 Traristic(ton Tot at CI-IECK#7A?) Surfac&elev 3658893 11:57:15 AM S400.©0..._._ - $100.00 Report Date: 3/20/2013 Bedrock Aquifer Evaluation Determination Tool Denver Basin Aquifer - Specific Location Determination Tool Applicant: Receipt No: Evaluated By: SHANNON 3658893 JLV Location: SW 1/4 of NW 1/4 of Sec. 29, T.1N, R.66W. ( 1974 NSL, 290 WSL) Basin Designation: Location is within the UNKNOWN Designated Ground Water Basin. Ground Surface Elevation: 4955 Feet Number of Acres: 6.97 Warning! The depth intervals estimated in this area may vary from actual conditions due to lack of data and/or structural complexity. AQUIFER ELEVATION (ft) NET SAND DEPTH TO (ft) Bot. Top Bot. Top ANNUAL STATUS APPROP. (A- F) Upper Dawson — — — Lower Dawson -- — — — — — Denver -- — — — — Upper Arapahoe — — — Lower Arapahoe 4640 4879 98.7 315 76 1.17 NNT Laramie -Fox Hills 3980 4243 173.0 975 712 1.81 NT NOTE: 'E' indicates a location is at an aquifer boundary and the values may be more approximate. COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., STE 821, DENVER, CO 80203 main: (303) 8663581 htto://water,state.co.us fax: (303) 8663589 Online Requests: AskOWR Form GWS-57 00/2011) Application Receipt No. Applicant's Name: Keno :c f T dkl mCL rlr.2f S�'r l�ro l'� COMMERCIAL DRINKING AND SANITARY WELL WORKSHEET Review instructions on reverse side prior to completing form. The form must be completed in black or blue Ink or typed. 1. Name and Type of Business: K S Eh -f -,t r p r ► S .e 5 al c; t S (J HG i" f 2. Is this application for a new well? M Yes ❑ No If no, is this application for a change of use for an existing well? O Yes Permit Number of well (if applicable) ❑ No For wells used for drinking and sanitary purposes prior to May 8, 1972, a field inspection of the well to verify historical uses may be required. See form GWS-12 Registration of Existing Well and form GWS-12A Statement of Historical Use for further information. 3. Is the parcel the well Is located on (or will be located on) within the boundaries of a water service area (water district, municipality, water company, etc.) or is water available from another source (such as a well)? 0 Yes If yes, indicate what this other source is gNo (name or water district/supplier, or well 4. Proposed type of disposal system to be used: F. Septic tank / absorption leach field Central System (district name:) 0 Vault (location sewage hauled to:) 0 Other (attach copy of engineering design) ffiR,if' 5. Water Demand Calculations (for average factors for water demand see below) Employees STATE Ra 3COLO Number of Employees X Number of Gallons per Employee per Day X Number of Days Employee Works per Year = Gallons per Year 20 X l S X 3i 2- = X 3,.600 Customers Number of Customers per Day X Number of Gallons per Customer X Number of Days Business is Open per Year = Gallons per Year 0 X O X 0 = 0 Other Uses (Note: No uses outside of the building would be permitted for this type of well.) Type of Use X Gallons per Use per Day X Days per Year = Gallons per Year O X 0 X C) = 0 Total amount of water required: = Gallons per Year (A+B+C) = ei .77 , 6 00 A B C For wells used for commercial drinking and sanitary purposes on or after May 8, 1972, the total water demand cannot exceed 108,600 gallons (1/3 of an acre-foot) per year. For wells used for commercial drinking and sanitary purposes prior to May 8, 1972, the total water demand cannot exceed 325,900 gallons (1 acre-foot) per year. General Guidelines for Water Demand in Gallons Der Day Day Workers at Offices —15 gallons/person/day Food Service Establishments (with toilet and kitchen wastes) — 10 gallons/patron/day Churches (does not include food service) — 5 gallons/seat/day Overnight Lodging — 50 gallons/customer/day On -Site Proprietor of Overnight Lodging (i.e. on -site owner of a Bed & Breakfast) — 80 gallons/person/day Additional water demand figures may be obtained from a private water consultant or from a technical reference on this subject. eo O . to SP.:'.« i� ' rlrs Available�� V 12 rn_i ter mood tlw...... . .day ef.. ..... 1 Z3974:0; 6001(1634 m1195 N ANN ht . _ . . .KNQW..ALL.-lfEN. BY..THESE. PRESENTS., .That_ ... . MARY M. MANCINI also known as MARY MARG..MANCINI whose address is. . 795 Egbert, ,Brigh)ign, . .RECORDER County of............... . Adams........... _and State of.. . C.olorado. for the consideration of....Teft.. d.oll.ara..an.d...pt)1er. valuable..consideration .DOLLARS, in hand paid, hereby sell(s) and convey(*) to• .. ..KAY SASAK.I, OE...8.4SAKI, ..TOM...SASA.KI ..and. HARRY .. SASAKI whose address is.....A..P. D...£i ,.3.,...iiox 369, ..Longnion.,... ..... . County of. . ... Boulder .. . - and State at. .. . ..Colorado ...., the following real property in the County of. .......Weld ...and State of Colorado, to -wit: The Northwest quarter (NW4) of Section twenty-nine (29) Township one (1) North, Range sixty-six (66) West of the 6th P. M., Weld County, Colorado; except the right of way to the Union Pacific Railroad Com- pany as now located on said premises and except reservations contain d in the Patent recorded in Book 153 at Page 40 and in Deed recorded i Book 50 at Page 219, Weld County records; and except an undivided ont- half interest in all minerals underlying said premises; Together with all ditches and ditch rights of way appertaining to said premises conveying water from Fulton Canals to above described premises but subject to the right of the owner to convey water from the Fulton canals through said laterals; and together with sprinklin and irrigation system as presently located on the property, includin wells, pumps, motors and pipe; Together with one hundred (100) shares of the capital stock of the Fulton Irrigating Ditch Company. .9r LIt'.0 ifTgS j 975 � umr m.pvn with all its appurtenances and warrant(s) the title to the same, subject to: existing .easemrats,...r-oads and rights of way. .. Signed this.. ..2Ath.. . day of. December .......... , 19. ( . Mancini) also •rknown. as MA yt Mart "M:ailcilli_ ),;_ STATE OF COLORADO. 88. County of..... Boulder The foregoing instrument was acknowledged before me this - ...28th........ .. .day of. December . ., 19 by Mary M. Mancini, also known as Mary Marg. �,. a y ,Z►dfMw�%?i Mancini 62 , Witness my hand and official seal. My commission expires. a y .2, ..1.gth,, Notary Public •if sating la olite:al or remrntaUvo capacity, insert name and also map or epaalty lad for wham admit. eoo-AP-6ni.ed WARRANTY DShiD Statutory Form -Out Weal Printing and Btationeryr C..., (.blm.,du Fprtnge, Colorado rkoh fORPOS 401 ;et St4CA All that part of the SW 1/4 of the NW1/4 lying west of the Union Pacific Railroad, East of Weld Co. Road 27,and South of Lot B, Recorded Exemption No. 3360, being a part of Section 29, Township 1 North, Range 66 West of the 6th P.M., EXCEPT that part conveyed by Deed recorded October 24, 1955 in Book 1433 at Page 68, County of Weld, State of Colorado. 1111111111111111111111111111111111111111111111111111111 237 3287237 05/18/2005 04:02P Weld County, CO 1 of 1 R 6.00 D 0.00 Steve Moreno Clerk & Recorder SPECIAL WARRANTY DEED THIS DEED, dated March 10, 2005, between Kenneth T. Shannon and Margaret Shannon of the County of Adams and State of Colorado, grantor and KS Enterprises II, LLC, a Colorado Limited Liability Company, whose legal address is P. O. Box 843, Brighton, CO 80601 of the County of Adams and State of Colorado, grantee: WITNESS, that the grantors, for and in consideration of the sum of good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, have granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm unto the grantee, its heirs and assigns forever, all the real property, together with improvements, if any, situate, lying and being in the County of- weld and State of Colorado, described as follows: All that part of the SW 1/4 of the NW 1/4 lying west of the Union Pacific Railroad, East of Weld County Road 27, and South of Lot B, Recorded Exemption No. 3360, being a part of Section 29, Township 1 North, Range 66 West of the 6 th P.M., Except that part conveyed by deed recorded October 24, 1955 in Book 1433 at Page 68, County of Weld, State of Colorado also known by street and number as: vacant land assessor's schedule or parcel number: NO DOCUMENTARY FEE IS REQUIRED SINCE THIS DEED IS EXEMPT FROM PAYMENT TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantors, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, its heirs and assigns forever. The grantors, for themselves, their heirs, personal representatives, successors and assigns, do covenant and agree that they shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the grantee, its heirs and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under the grantors. IN WITNESS WHEREOF, the grantors have executed this deed on the date set forth above. Kenneth T. Shannon STATE OF COLORADO County of Adams The foregoing instrument was acknowledged before me this0 ) day of March , 2005, by Kenneth T. Shannon and Margaret Shannon. Witness my hand and official eal. My commission expires: .3 /1 o 9 Lo tary Public Name and Address of Person Creating Newly Created Legal Oesrnpnon (138.35-1063, C RS.) go. 16.R.. 4-94. SPECIAL WARRANTY DEED Robert R. Gehier Attorney at Law 6755 E. 72nd Avenue Commerce City, CO 80022 JACKIE L. BANKS NOTARY PUBLIC STATE OF COLORADO ....I My Commissrori Expires March 11 211011 • I 111111 11111 11111 111111 JIll IJIJI 1111111 III lull Jill Jill 3287238 05/18/2005 04:02P Weld County, CO 1 of 1 R 6.00 D 0.00 Steve Moreno Clerk & Recorder STATEMENT OF AUTHORITY 1. This Statement of Authority relates to an entity' named KS Enterprises II. LLC and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S. 2. The type of entity is a: ❑ corporation ❑ nonprofit corporation • limited liability company ❑ general partnership ❑ limited partnership 0 ❑ registered limited liability partnership ❑ registered limited liability limited partnership ❑ limited partnership association ❑ government or government subdivision or agency ❑ trust (Section 38-30-108.5, C.R.S.) 3. The entity is formed under the laws of Colorado 4. The mailing address for the entity is P. O. Box 843, Brighton, CO 80601 5. The ® name O position of each person authorized to execute instruments, conveying, encumbering, or otherwise affecting title to real property on behalf of the entity is Kenneth T. Shannon and Margaret Shannon 6.2 The authority of the foregoing person(s) to bind the entity is El not limited 0 limited as follows: 7. Other matters concerning the manner in which the entity deals with interests in real property: None Executed this 31day of March , 2005 . i/die.e2/77-40:24‘,/e,y( Ken th T. Shannon ,K Mar arFt�hannon STATE OF COLORADO tJ County of Adams The foregoing instrument was acknowledged before me this Kenneth T. Shannon and Margaret Shannon Witness my hand and seal. My commission expires: 3/16/06 y day of March [This form should not be used unless the entity is capable of holding title to real property. 2The absence of any limitation shall be prima facie evidence that no such limitation exists. This Statement of Authority must be recorded to obtain the benefits of the statute. No. 1112. Rev. 8-01. STATEMENT OF AUTHORITY , 2005 by JACKIE L. BANKS NOTARY PUBLIC STATE OF COLORADO My Commission Expires March 16, 2006 Robert R. Gehler Attorney at Law 6755 E. 72nd Avenue Commerce City, CO 80022 Better Value Real Estate simply a better value 5/03/2013 Dear Weld County Department of Public Health and Environment, I am a licensed Real Estate agent in the State of Colorado and I have been working with Kenneth Shannon, owner of KS Enterprises II, for over five years now with regards to the property located at 1660 WCR 27. Our goal with this property was to build a commercial building just like the one located at 1760 WCR 27 which was also built by Mr. Shannon several years ago. We have successfully applied for and received ISDS permits and subsequently constructed two approved ISDS's for the property that Mr. Shannon owns next door to this subject property. The subject property has adequate space to comply with all required setbacks and the percolation rates as stated in the attached percolation test, coupled with the design as noted are completely compliant with the requirements of the Weld County Department of Public Health and Environment ISDS Standards. Four and one half years ago around October, 2008 we submitted a Petition for Annexation to the City of Brighton so that we might be able to connect to their water and sewer system. After an extremely thorough investigation, countless meetings with City Planners and in depth reviews of their IDS requirements we have come to realization that Annexing into the City of Brighton would yield the property worthless. This subject property is so narrow that being forced to dedicate huge setbacks, beyond what we have already dedicated to Weld County when we obtained the original USR would make the property so narrow that Mr. Shannon wouldn't be able to utilize the property at all for the approved use under the existing said USR. Therefore after exhausting all options to become Annexed into the City of Brighton, we simply asked them if we could keep our unincorporated Weld County status and still connect to the City water and sewer. The answer was a very clear, "No". Please refer to the attached email from the City of Brighton. After that firm answer from the City of Brighton, we had applied for and obtained a well permit from the State of Colorado. Please refer to the attached well permit #290695. Please also note that the State is requiring for us to use an individual waste water disposal system, (item #9). So with all that being said, in order for this property to be used to its fullest and best use would require obtaining a septic system permit from your department. Therefore we respectfully request that you issue Mr. Shannon a permit for both of the buildings that he proposes to be built upon this property as referenced in the ISDS Evaluation Applications. Don L. Claps Better Value Real Estate 303-450-2400 3400 E. 156th Avenue Denver, CO 80602 www.BetterValueRealEstate.com Don@BetterValueRealEstate.com HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 June 4, 2013 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: To provide an onsite wastewater system design for the proposed commercial office building at "Building C" 1660 County Road 27, Weld County, CO Job # 11-2523 (BUILDING "C") SEPTIC SYSTEM DESIGN DATA: The percolation test for the site performed by this firm had an average percolation rate 20.1 minutes per inch (mpi) at a depth of 36 -inches below grade. No limiting layer was discovered to a depth of 8 feet. The system will be designed for 8 full time office employees and up to 10 visitors per day. The absorption bed components are required per County Code to be within 36" of final grade. ABSORPTION AREA FOR BED 8 FULL TIME WORKERS @ 15 GALLONS PER DAY (GPD) 10 VISITORS @ 5 (GPD) TOTAL FLOW (Q) FOR WELD COUNTY (BED): = 120 GPD = 50 GPD = 170 GPD A=Qx1.5x1.3xT A= 170 x 1.5 x 1.3 x V20 =424SQ.FT. 3.5 3.5 Dimensions of "Rock and Pipe" System bed: 12' x 40' with 2 rows of 34 lineal feet (LF) of 4" diameter perforated pipe. The 12 inch layer of aggregate shall consist of clean, washed, graded gravel or rock to range in size from 3/4 inch to 2-1/2 inches with an average size of 1-1/2 inches. The rock shall extend from 2 inches above the top of the pipe, level across the bed, to 6 inches below the bottom of the pipe. The top of the rock shall be covered with landscape fabric, untreated building paper, or a 2 inch layer of straw or hay to prevent the gravel from becoming clogged by earth backfill. Shredded tires are an approved alternate for the rock in this type of system. Contact this firm to discuss suppliers and/or specifications. NOTE: The Engineer and Health Department will inspect the site when perforated pipe, distribution box, rock or shredded tires and septic tank are in place. A final inspection may be made when the system is completed. SEPTIC TANK SPECIFICATIONS: 170 GPD X (30HRS/24HRS) X 1.5 = 319 GALLONS Per the owner - install a 2000 -gallon capacity septic tank, with two (2) compartments or units in series. NOTES: 1. Provide a minimum of five (5) feet between the distribution box and the septic tank or any building. 2. Provide a minimum of five (5) feet of solid pipe between the distribution box and the laterals. Installer to provide schedule 40 pipe when trenching below any road or driveway. The absorption "bed" area shall be isolated from all vehicular travel, parking, grazing and storage areas. **A lift pump may be required for this system if minimum specifications of 1/8" per foot of fall between the building, septic tank and the distribution system cannot be met. (See lift pump detail). All construction is to be in accordance with Weld County Colorado Department of Public Health and Environment's Individual Sewage Disposal System Regulations. Certification: I hereby certify that the septic system shown on this plan was made by me or under my direct supervisio, .4 is accurate to the best of my knowledge or belief. X099 Mg./‘' S Todd M. Schroeder, P Attachments: Percolation Profile, Site Map, Figures 1 - 3 Profile Hole Log 0 A SILTY GRAVEL (GM) 2 4 5 6 8 9 WELL GRADED SAND (SW) COUNTY ROAD 27 (NORTH MAIN STREET) (60' RIGHT-OF-WAY PER BOOK 86, PAGE 273) X z O ri- o rn Z N rn �-u SITE PLAN SCALE: 1/64" =1'-0" *VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION ti Q ti 0 1/4)) (/) 0 m O D r r rvIN co(') o O (,)0 O z v I O X OVERALL SITE PLAN FOR OFFICE/SHOP FACILITIES LOCATED AT 1660 COUNTY ROAD 27 WELD COUNTY, COLORADO HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4TH STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 DRAWN BY: DATE: SCALE: SHEET: T,S, 06/03/13 AS NOTED 1 CONTACT: KS ENTERPRISES II, LLC JOB: 11-25?3 HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 GEOTEXTILE FABRIC EXISTING GROUND 12' 3' 3' 2% 4" SANDY 2% TOPSOIL SAND BACKFILL 4" PERFORATED PVC PIPE (TYP.) 3/4" TO 2-1/2" GRAVEL (TYP.) EXISTING GROUND PLACE 10 MIL (MIN) PLASTIC LINER 1' BELOW EX. GRADE WHEN BED DEPTHS ARE RAISED ABOVE EX. GRADE FIGURE 1: ROCK & PIPE BED CROSS SECTION SCALE: 1/4" = 1'-0" HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 22" LID LITTLE GIANT 101 HW ALARM & CONNECTION BOX MOUNTED INHOUSE (OR EQUIVALENT) ALLOW SUFFICIENT CABLE TO \�� REMOVE PUMP JI IIILI1� UNDERGROUND CABLE RAM -NECK & GROUT WATER TIGHT 6 9 N._4" PVC INLET FROM SEPTIC TANK MAYARA SEALED AWS-I CONTROL & CONNECTION BOX 2" SCH 40 P.V.C. PIPE (TYP.) HIGH WATER ALARM FLOAT GOULDS MODEL 3871 (MIN.OR EQUIV.) SUBMERSIBLE PUMP 8" CONC. 300 GAL. BLOCKS TANK (MIN) 11" MALE ADAPTER CONCRETE BRICK OR BLOCK RISER 24" CLEAR AS REQUIRED THREADED UNION FOR PUMP DISCONNECTION GATE OR GLOBE VALVE 2" SCH 40 P.V.C. PIPE (TYP.) BUSHING ADAPTER 2" PVC TO SOLID GROUND RAM -NECK & GROUT BOTH INLET & OUTLET WATERTIGHT DRILL 8" HOLE IN BOTTOM OF PIPE LEVEL CONTROL SWITCH FIGURE 2: LIFT PUMP DETAIL (IF NECCESSARY) SCALE: N.T.S. 5ITE MAr BUILDING "C" I GG0 Weld County Road 27, Weld County, CO 350' X 5' X MIN 5C X X 'X 2'1' (320001 -GALLON (2) CO PA"TMENT SE"TI TANK 24' x G0' OF �1 IJI D 11C" 20' MIN. 12' r12' x 40' ABS BED WITH 2 - 4" DIA. PERF. PIPES X J0B#11-2523 LEGEND DATE: 5-30-13 o -Percolation Test Hole X -Percolation Profile Hole A -Soil Profile Hole X Fence FIGURE 3 50' x 80' FUTURE X All locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property — boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation. Weld County Health Department Percolation Test and Soils Data 6/3/2013 f T I ' HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 I FILE NO. 11-2523 Property Address BUILDING "C", 1660 CR 27, Lot B of RE -3360, Legal Description WELD COUNTY, CO Property Owner Info Name Street City, State, Zip Phone KS ENTERPRISES II, LLC P.O. BOX 843 BRIGHTON, CO 80601 303-961-4774 I Saturation and Swelling Groundwater Smeared Surfaces Removed: YES Encountered at (GREATER THAN 8 (feet Sand or Gravel Added: NO tstimatea aeptn to maximum Date and Time Presoak Water Added: 5/30/2013 date seasonal water table if not encountered in profile: 11:00 time Amount of Presoak Water Added: 15 gallons Is area believed to be subject to seasonal fluctuations which could Date and Time Percolation Test Started: 5/31/2013 date result in a seasonal water table within 8' of surface? 12:00 time Slope Determination in Absorption Area Did Water Remain in Hole After the Overnight Swelling 0.5 % Period? to the EAST direction Hole 1 NO Hole 2 NO I Bedrock Hole 3 NO Encountered @ (GREATER THAN 8 'feet Hole 4 NO Hole 5 NO Estimated depth if not encountered in profile: Hole 6 NO Percolation Mate Measurement Deep (In) Percolation Rate (min/in) Hole 1 36 20.83 Type of Bedrock: Hole 2 36 20.83 Hole 3 36 16.67 Hole 4 36 20.83 Is bedrock fractured or weathered? Hole 5 36 20.83 Hole 6 36 20.83 Is bedrock believed to be permeable Average 20.1 (perc rate < 60 min/in)? Depth in Feet Weld County Health Department Percolation Test and Soils Data 'Profile Hole Information (cont.) Note: Soils must be classified using unified system ASTM D2487 !Profile Hole Log 0 1 -2 4 A SILTY GRAVEL (GM) WELL GRADED SAND (SW) 6 8 • 10 (Certification I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in the accordance with the provisions of Weld County Health Department individual sewage disposal re ulations by myself or under my supervision. Date High Plains Engineering & Design LLC 721 4th Street, Suite D Ft. Lupton, CO 80621 303-857-9280 6/3/2013 ejr SITE MAP BUILDING "C" I 660 County Road 27, Weld County, CO 350' x 55' X Ism - 00 00 o n LEGEND o - Percolation Test Hole X - Percolation Profile Hole A- Soil Profile Hole X Fence ' X _ 24' x GO' OFFICE 51 D "C" O O 0 All locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property — boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation. v c F Weld County Health Department Percolation Test and Soils Data 6/3/2013 T---,,,•---7--<•Nns"‘/Nr HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 H FILE NO. 11-2523 1 Property Address BUILDING "C", 1660 CR 27, Lot B of RE -3360, Legal Description WELD COUNTY, CO Property Owner Info Name Street City, State, Zip Phone KS ENTERPRISES II, LLC P.O. BOX 843 BRIGHTON, CO 80601 303-961-4774 II Saturation and Swelling I Groundwater Smeared Surfaces Removed: YES Encountered at 'GREATER THAN 8 'feet Sand or Gravel Added: NO tsiimatea aeptn to maximum seasonal water table if not encountered in profile: Date and Time Presoak Water Added: 5/30/2013 date 11:UU time Amount of Presoak Water Added: 15 gallons Is area believed to be subject to seasonal fluctuations which could Date and Time Percolation Test 5/31/2013 date result in a seasonal water table within 8' of surface? Started: 12:00 time I Slope Determination in Absorption Area Did Water Remain in Hole After the Overnight Swelling Period? 0.5 % to the EAST direction Hole 1 NO Hole 2 NO I Bedrock I Hole 3 NO Encountered @ 'GREATER THAN 8 (feet Hole 4 NO Hole 5 NO Estimated depth if not encountered in profile: Hole 6 NO Percolation Kate Measurement Deep (In) Percolation Rate (min/in) Hole 1 36 20.83 Type of Bedrock:I Hole 2 36 20.83 Hole 3 36 16.67 Hole 4 36 20.83 Is bedrock fractured or weathered? Hole 5 36 20.83 Hole 6 36 20.83 Is bedrock believed to be permeable Average 20.1 (perc rate < 60 min/in)? Depth in Feet Date Weld County Health Department Percolation Test and Soils Data Profile Hole Information (cont.) Note: Soils must be classified using unified system ASTM D2487 Profile Hole Log 0 2 - —4 6 7 - --8 • SILTY GRAVEL (GM) WELL GRADED SAND (SW) 10 Certification I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in the accordance with the provisions of Weld County Health Department individual sewage disposal re•ulations by myself or under my supervision. High Plains Engineering & Design LLC 721 4th Street, Suite D Ft. Lupton, CO 80621 303-857-9280 6/3/2013 eAr SITE MAP BUILDING "C" I GGO County Road 27, Weld County, CO 350' LEGEND >i< 50' law — O O U O O O o - Percolation Test Hole X -Percolation Profile Hole A- Soil Profile Hole X Fence X 24' x GO' OFFIC DI D "C" I E X I O n O All locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property — boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation. f�-n HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX: (303)-857-9238 June 4, 2013 KS Enterprises II, LLC P.O. Box 843 Brighton, CO 80601 RE: To provide an onsite wastewater system design for the proposed commercial office building at "Building C" 1660 County Road 27, Weld County, CO Job # 11-2523 (BUILDING "C") SEPTIC SYSTEM DESIGN DATA: The percolation test for the site performed by this firm had an average percolation rate 20.1 minutes per inch (mpi) at a depth of 36 -inches below grade. No limiting layer was discovered to a depth of 8 feet. The system will be designed for 8 full time office employees and up to 10 visitors per day. The absorption bed components are required per County Code to be within 36" of final grade. ABSORPTION AREA FOR BED 8 FULL TIME WORKERS @ 15 GALLONS PER DAY (GPD) 10 VISITORS @ 5 (GPD) TOTAL FLOW (Q) FOR WELD COUNTY (BED): = 120 GPD = 50 GPD = 170 GPD A=Qx1.5x1.3xT A= 170 x 1.5 x 1.3 x V20 =424SQ.FT. 3.5 3.5 Dimensions of "Rock and Pipe" System bed: 12' x 40' with 2 rows of 34 lineal feet (LF) of 4" diameter perforated pipe. The 12 inch layer of aggregate shall consist of clean, washed, graded gravel or rock to range in size from 3/4 inch to 2-1/2 inches with an average size of 1-1/2 inches. The rock shall extend from 2 inches above the top of the pipe, level across the bed, to 6 inches below the bottom of the pipe. The top of the rock shall be covered with landscape fabric, untreated building paper, or a 2 inch layer of straw or hay to prevent the gravel from becoming clogged by earth backfill. Shredded tires are an approved alternate for the rock in this type of system. Contact this firm to discuss suppliers and/or specifications. NOTE: The Engineer and Health Department will inspect the site when perforated pipe, distribution box, rock or shredded tires and septic tank are in place. A final inspection may be made when the system is completed. SEPTIC TANK SPECIFICATIONS: 170 GPD X (30HRS/24HRS) X 1.5 = 319 GALLONS Per the owner - install a 2000 -gallon capacity septic tank, with two (2) compartments or units in series. NOTES: 1. Provide a minimum of five (5) feet between the distribution box and the septic tank or any building. 2. Provide a minimum of five (5) feet of solid pipe between the distribution box and the laterals. Installer to provide schedule 40 pipe when trenching below any road or driveway. The absorption "bed" area shall be isolated from all vehicular travel, parking, grazing and storage areas. **A lift pump may be required for this system if minimum specifications of 1/8" per foot of fall between the building, septic tank and the distribution system cannot be met. (See lift pump detail). All construction is to be in accordance with Weld County Colorado Department of Public Health and Environment's Individual Sewage Disposal System Regulations. Certification: I hereby certify that the septic system shown on this plan was made by me or under my direct supervisionn �d is accurate to the best of my knowledge or belief. '� bhp® sHs�E` < 548 Todd M. Schroeder, PE /4-4, Attachments: Percolation Profile, Site Map, Figures 1 - 3 'Profile Hole Log 0 SILTY GRAVEL (GM) 2 3 4 WELL GRADED SAND (SW) 5 7 9 HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 GEOTEXTILE FABRIC EXISTING GROUND 12' 4" PERFORATED PVC PIPE (TYP.) 3/4" TO 2-1/2" GRAVEL (TYP.) EXISTING GROUND PLACE 10 MIL (MIN) PLASTIC LINER 1' BELOW EX. GRADE WHEN BED DEPTHS ARE RAISED ABOVE EX. GRADE FIGURE 1: ROCK & PIPE BED CROSS SECTION SCALE: 1/4" = 1'-0" HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4th STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 22" LID LITTLE GIANT 101 HW ALARM & CONNECTION BOX MOUNTED INHOUSE (OR EQUIVALENT) =I �1�I=1E it i _Ti=n ._ it .��d I I It ALLOW SUFFICIENT CABLE TO REMOVE PUMP UNDERGROUND CABLE RAM -NECK & GROUT WATER TIGHT 9 4" PVC INLET FROM SEPTIC TANK ELBOW MAYARA SEALED AWS-1 CONTROL & CONNECTION BOX 2" SCH 40 P.V.C. PIPE (TYP.) HIGH WATER ALARM FLOAT GOULDS MODEL 3871 (MIN.OR EQUIV.) SUBMERSIBLE PUMP 8" CONC. 300 GAL. BLOCKS TANK (MIN) 11" CONCRETE BRICK OR BLOCK RISER 24" CLEAR AS REQUIRED THREADED UNION FOR PUMP DISCONNECTION GATE OR GLOBE VALVE 2" SCH 40 P.V.C. PIPE (TYP.) BUSHING ADAPTER 2" PVC TO SOLID GROUND MALE ADAPTERS PUMP ON LEVEL E PUMP OFF 9,7 LEVEL MALE ADAPTER FIGURE 2: LIFT PUMP DETAIL (IF NECCESSARY) SCALE: N.T.S. RAM -NECK & GROUT BOTH INLET & OUTLET WATERTIGHT DRILL 8" HOLE IN BOTTOM OF PIPE LEVEL CONTROL SWITCH �f- _ COUNTY ROAD 27 (NORTH MAIN STREET) (60' RIGHT-OF-WAY PER BOOK 86, PAGE 273) X / / . z O rt O O a -u r SITE PLAN SCALE: 1/64" = 1'-0" *VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION CR 271 oC N y�f (� O ;XOO ;t O D R) .X00 F2 OVERALL SITE PLAN FOR OFFICE/SHOP FACILITIES LOCATED AT 1660 COUNTY ROAD 27 WELD COUNTY, COLORADO HIGH PLAINS ENGINEERING & DESIGN, LLC 721 4TH STREET, SUITE D, FORT LUPTON, CO 80621 PHONE - (303) 857-9280 FAX - (303) 857-9238 DRAWN BY' T.S. DATE' 06/11/14 SCALE' AS NOTED SHEET' 1 CONTACT' KS ENTERPRISES II, LLC JOB' 11-2521 eiv 5ITE MAP BUILDING "C" 1660 Weld County Road 27, Weld County, CO C ) C") 350' X 5' X MIN X LEGEND 5C x r�200O1-GALLON (2) CO PA"TMENT SE TI TANK 4 24' x GO' OFFICE BID "C" 20') MIN. 12" ,2 2' x 40' ABS BED WITH 2 - 4" DIA. PERF. PIPES JOB#11-2523 DATE: 5-30-13 o -Percolation Test Hole X -Percolation Profile Hole A- Soil Profile Hole X - Fence FIGURE 3 50' x 80' FUTURE X All locations shown above are based on specific information furnished by others or estimates made in the field by High Plains Engineering & Design personnel. The locations, distances, directions, etc. are not the result of a property survey but are approximations and are not warranted to be exact. It is the owner/builder's responsibility to define property — boundaries and ensure all onsite improvements are located within the platted site and out of inappropriate easements. All distances are to be verified prior to excavation. Hello