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Home My WebLink About20212877.tiffCOLORADO Division of Water Resources Department of Natural Resources 1313 SHERMAN ST, STE 821 DENVER, CO. 80203 Date: 4/7/2021 3:18:53 PM Order Number: 7053 Transaction Number: 9539 INNOTECH MACHINING INC. Bryan Borum 2198 11 VCR 17 BRIGHTON, CO. 80603 RECEIPT Cashier: 75220 Application/Receipt Quantity Description Price Extended Price 10011014 1 Exempt Well Permit Application - Outside DesB (Legacy Code: 11) $100.00 $100.00 Subtotal: $100.00 Service Fee: $3.02 Total: $103.02 (Credit Card) Tendered: [*4660] Change: $103.02 $0.00 Exempt Well Permit Application - Please allow 4-6 weeks for the processing of your application. Check the status of your Outside DesB (Legacy Code: 11) application using the Application/Receipt number (not order number) at: https://dwr.state.co.usitools/WellPermits 1313 Sherman Street, Room 821, Denver, CO 80203 P 303.866.3581 www.colorado.govlwater Jared S. Polls, Governor I Dan Gibbs, Executive Director I Kevin G. Rein, State Engineer/Director I .4 dambSuppapoinagyalrallortiShe 3 FORM NO. 104'89 STATE OF COLORADO OFFICE OF THE STATE ENGINEER 810 Centenirisi Sida.. 1313 SiShiner St. Denver. Colo ns:So 00203 866.35$1 . PRIOR "€O COMPLETING FORM, SEE INSTRUCTIONS ON REVERSE SIDE CHANGE IN OWNERSHIP / ADDRESS WELL PERMIT, LIVESTOCK TANK OR EROSION GONTPOL DAM CURRENT OWNER F NAME () Mailing Address 2198 R 17 Oily, St. Zip Br htgnO80 01 Phone L3033 James E. Baxter & Jeanne A. Baxter .1 THIS CHANGE IS FOR ONE OF THE FOLLOWING: a WELL PERMIT NUMBER .1c -N) Q2130 LIVESTOCK WATER TANK NUMBER EROSION CONTROL DAM NUMBER It As .5 •• I • For Moe Use *ntr } CevEL) Stc 02zqq9 qE9 Sln ivEtri ( r� � F • WELL LOCATION: COUP a OWNER'S WELL DE ION TI9N (Address) Catty) ` 1/4 of the 1/42 Sec. Tarp. N. or El st, Range (State) a of w,P•M Distances from Section Lines Ft. from C N. O C S. Line Ft. from I I E. Of 0 W. Line. •• Subdivision Lot Block Filing (Unit) UVEB 1 OCR' TANK OR EROSION CONTROL DAM LOCATION: COUNTY 1/4, ec. Tw . D N. or S., Range E. or W. F The above listed owner(s) say(s) that he (they) own the structure described herein. The existing record is being amended for the following reason(s): Change in name of owner. E• _Change in mailing address. l (we) have read the statements made herein, know the contents thereof, and state that they are true to my (our) knowledge. [Pursuant to Section 24-4-104 (13) (a) + .R. ., the making of false statements herein constitutes perjury in the second degree and is punishable as a class 1 misdemeanor.] AND/OR dereatakfdatipmeriammusamaps _ Date 8-31a99 SEP 2 0 1999 • I r" ..:� _ter• r --Application must be complete where applicable. Type or print in BLACK INK. No overstrikes or erasures unless i itialed. COLOAADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 PERMIT APPLICATION FORM A PERMIT TO USE GROUND WATER Q(} A PERMIT TO CONSTRUCT A WELL FOR: (X) A PERMIT TO INSTALL A PUMP VIND atieN3 R vatoos3H 83ltldlk WI Z141/4 j ) REPLACEMENT FOR NO. ( )OTHER end/ATER RESO rRC 433M33MIRATE ENGiIsi WATER COURT CASE NO. APPLICANT - mailing address NAME STREET .I1 42 Ir Sarr CITY (State) TELEPHONE NO.7,771- o 3 i-- r s r -.a o ._r t I o -- . ....-.___ t2) LOCATION OF RRQPO tD WELL County �s w LAI ejd Twp. 1/ of the Gi2 n INS) (Zip) Ar Section -- (3) WATER USE AND ICE L L DATA Proposed maximum pumping rate (gpm) /S. Average annual amount of ground water to be appropriated (acre-feet): Number of acres to be irrigated: Proposed total depth {feet) : Aquifer ground water is to be obtained from: Owner's well designation .... GROUNDiATER TO BE USED FOR: HOUSEHOLD USE ONLY - no irrigation (0) ;4.r jigliPDOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( } COMMERCIAL {4) ( } MUNICIPAL (8} ( ) OTHER (9) DETAIL THE USE ON BACK IN (11) (4) DPILLER Name ALd (742,5 es Street City (State) (Zip) FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUK Receipt No.9'5 d 6 I Basin --. Dist. NDI TIONS OF APPRO f AL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant 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. APPROVED FOR HOUSEHOLD USE ONLY, FOR Otig SINGLE FAMILY DWELLING AND NOT TO BE USED FOR IRRIGATION. THE RETURN FLOW FROM THE USE OF THIS WELL MUST BE RETURNED TO THE SAME STREAM SYSTEM IN WHICH NE WELL IS LOCATED. " EHE RETURN .DE garrinfeD TO THE SAME STREAM SYSTEM. AN AWASTEMATER DISPOSAL SYSTEM, N USED' MOST BE QE SHE NON*ROPORain iTYPRt • MUNICIPAL COQ COMMIT SW BE C0NSULWEEK WELL, AND THEIR reamora aux BE COMPLIED WITH. GROUND WATER PRODUCED BY THIS WELL SHALL NOT BE USED FOR LAWN AND/OR GARDEN AND/OR GREENBELT IRRIGATION. {e1r r_ ge CANCELLED .;2 ao et APPLICATION APPROVEIfirg PERMIT NUMBER DATE ISSUED 10063t! `1UL�19Z8_ EXPIRATION DATE ._ JUL 311 (STATE ENGINEER) Telephone No. Lic. No 1 • SIG A TURF OF APR, !CANTO (5) THELOCATION OF THE PROPOSED WELL and the area on which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location, I -k 4- + -4- NORTH af 4- I 1 MILE, 5280 FEET _ I NORTH SECTION LINE SOUTH SECTION LINE - 4 - The scale of the diagram is 2 inches = -1 mile Each small square represents 40 acres. 4- i 4- 4- i t i i (6) THE WELLMU T BE LOCATEti by distances from section I tne:;,.. -bb /to 4e) ft. from _a5),C9 ft. from too cat s vey, (north ' south> least or west) sec. line sec. line LOT _ BLOCK __ FILING* SUBDIVISION it/O.t.4....ited_ ``~• . (7) TRACT. ON WHICH WELL WILL L BE LOCATED wner:. e4dee, No. of acres -- /0 .. .. . WIN this be the only well on this .tract? (8) -fROPOSE DL Aati 9 P Roa f A Plain Casing nalin. from 74 ft. to 0__ ft_±#1. ..2.. in from rto 3 7. .5 ft. Perforated casing ea- in. from .s. .__ ft. to '' l° . ft. in. from ft• to ft. WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land .1 fet deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A familyof 5 will require approximately 1 acre-foot 9f water per year. 1 acre-foot ... 43,560 cubic feet ... 325,900 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. (9) FOR REPLACEMENT WELLS givedistance and direction from old well and plans for plugging it: (10) LAND ONWHICH GROUNDWATER WILL ..BE Owner(s): &28 rE'?t e Al Legal description: I) SED: 7-4,1 No. of acres: /At Rar 4.1244 iltmengra 11 o Q JAI LE.g DE' LC �T,�1i of the use of ground water: Household use and domestic wells must indicate type of disposal sirs . - m to be used.• �• 0 X t • Type or right S �.d,rr,�sa�«v •. L are used on this land, including wells. Give Registration and Water Court Case Numbers. r1,, or - Used for .(purpose) r vit Description of land on which used FAR, 44. A a. social. . {13} THE APPLICANT(S) STATE{S} THAT THE INFORMATION SST FORTH HERON IS TRUE TO THE BEST OF HIS KUVLEt7GE. Use additional sheets of paper if more space is required. It RICHARD ID. LAMM Governor DIVISION OF WATER RESOURCES Department of Natural Resources 1313 Sherman Street - Room 818 Denver, Colorado 80203 Administration (30 3) 839-3581 Ground Water (303) 839-3587 July 3 1978 Everett Dean Lorence 1138 E. Easter Court Littleton, Co 80122 RE: Well Permit Application in Weld County Dear Mr. Lorence: C.J. KUIPER I P R Stet° Engineer The enclosed application for a permit to construct a well is being returned to you for additional information. A preliminary review of your application has revealed that the water supply for this proposed well would be tributary to Little Dry Creek and the South Platte River system. As such, a permit could be approved for a well producing 15 gallons per minute or less if the proposed well would be: 1) The only well on a residential site, used solely for household purposes in a single family dwelling, not including home garden and/or lawn irrigation; or 2) The only well on a tract of 35 acres or more and would be used for domestic purposes consisting of ordinary household uses, livestock watering, and for the irrigation of not over one acre of home gardens and lawns. Since your property consists of 10 acres, only the first condition would apply. Therefore, we would not be able to approve the application as proposed because you have indicated in Items 3 and 11 on your application that this well will be used for domestic purposes. Please verify the actual use of the proposed well with con si dera ti on to the above -mentioned comments. Initial any and all changes made on the application before resubmitting it. Contact Mr. Dave Allee ee of this office if you have questions in respect to your application. Very truly yours, Reiner G. Haubold Water Resource Engineer Ground Water Section R H/DJA:ksli Enclosures cc: Water Division 1 As1 Septic Service P.O. Box 1015 0 Brighton CO 80601 303-659-0610 STREET ADDRES: 2/< J *WC A % INSPECTOR NAME: _ COLORADO PE #: NAWT ## NA79587WT NSF#: PUMPING AND INSPECTION CONDITIONS Were all compartments of multi -compartment tanks pumped? . YES CI NO Was all liquid and sludge removed leaving no more than 3 inches in tank? ZYES U NO Was the owner notified of any deficiencies noted during pumping? Sit YES D NO Tank Type L1 Concrete ZiaPlastic Li Fiberglass Li Other ESTIMATED CAPACITY OF TANK(s) Absorption / Evaporation System ,eolgt chambered system Li seepage pit Li Other Tank Components * Lid(s) A FAIL *Integrity FAIL * Dosing siphon PASS FAIL etPt) * Internal Tees / baffles FAIL NA * Effluent Filters I screens PASS FAIL W Back flow after pumping YES itoe,co U dripirrigation U seepage trench gallons U seepage bed LI ET bed SITE., WEATHER AND OCCUPANCY CONDITIONS DURING INSPECTION > il5ga) FAIL iecchti&D nit -�,�".� ( FAIL - �� e Y E S ism' *Erosion? *Improper discharges? Improper vegetative cover? Subject to compaction? Snow cover? Property vacant? (10 YES NO titt, YES ABSORPTION / EVAPORATION SYSTEMS Visible Components *Vent / observation pipe *D Box / valve box Surface Dampness? Odors? Liquid in obs. / vent pipe? ELECTRIC LIFT I PUMP STATIONS *Lid(s) *Tank integrity *Pump and controls PASS CY; NONE FAIL NP FAIL tr,R2 NO YES YES Liquid depth is _ inches PASS FAIL. PASS FAIL PASS FAIL NA LI I herebycertify that I have inspected the above individual sewage disposal system in accordance with the County Department of Health and Environment and that my comments and observations accurately reflect the physical and operational status of the system and its components on the date of inspection. - Date Inspector 2fl4 12:21N i • Company Name. 'CS Name: Address ongelPiDW PL/C/C I. Tank Si2C: isehelL Gams Pumped: itaCc I Lift Swim: If yes, fonctioninW Yes_ Pomp Alarm Yes_ yes, funatioginF 3. Excessive watt tutannE back into tack from field? Yes if Yes, estimate Salk": -------_ 4. Liquid level in tank over idet line? Yesas..liteL S. Tank ,ti a (at* one) Concrete Metal Brick Ozsspool or Seepage Pit Other !, 7. inktioudet tees andior taffies in good-conditke 14c f a 51e IQ/IL _ phone s -7;2) 4oeerr )36)772xn I 140 t P‘Ithilter wow* domed ad inspected or ith �8� off? 9 f No Outlet o11 Tank structural!'" 10. 20 mi. *Sic replaced and sealed ova tank lid (flood plain only)? Yes__ 149:262 und intatigbriesX No 11),licas struottuanypprel act' I' fightl Yesnikar Plastk or Fiballa*-25. Two r Yes N 3a a 13 • OIMOUS cracksneaks observed? Yes Nrcescao, V‘ -is noted which may Ice -061: A,' ' to r .5-- 5rtein cic- 1_ Reason for Maintevance Real Estate Salt t P •• v asommissima V 15/crew* gttec;cC 7-6 i/Lye?; fiCor uJ tot Clafir'i5, -43 3O1 D .4,7fe /CC 4 as Ism sees va, //e t( i e Permit # Permit Type: Scanning Cover Sheet for Septic Permits 619930040 Health I EHS History I ENS Conversion History Situs Street Address 2198 CR 17 Situs City State, Zip a a Sec/Town/Range: 21e01 NP -6716 Application Status: F/na/ed Application Date: 03/1111996 Parcel # (12 digits) 146921000009-R6051686 Owner Full Name: VANMATRE BARRY Owner Address: 11881 WYAN DO T CIR DEN ER,CO 80234 Contact Name: Contact Address: Owner Phone #: 303 4662972 Contact Phone# Information above has been Verified in Accela b em to ee noted below X -at October 09, 2008 Processed by Date Report ID; EH 000 4v0 D3 Page 1 of 1 Print Date -Time: 10/9/2008 8: 6:54AM i 1P 91 If•l (v3i"!steY? ' t..� 1) Ii,, II'et • V f 1 N A "1' I' it !„r •• . 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A •15'r1 I Se d r e� WELD COUNTY DEP{97b1ARTMENT flF PUELIC HEALTAND ENVIRONMENT OR 55Y5 F',AXE (910)3O46411H * COLORADO } SEPTIC LOAM APPROVAL Closing Date: 08/24/1999 New Loan Re --Financed : Request No 99-055 Date Received: 08/02/1999 TO WHOM IT MAY CONCERN: • _ Review. and inspection report regarding water and the sewage disposal system for an existing dwelling: SEND TOtarry arry an atre Realtor Phone : (30)252-8133 2198 WCR 17 Owner Phone(H) , : (303)888-1555 Brighton, Colorado 80601 Owner P hone (): (303)659-0960 T a s - a -., -. a a a I N P OR T I ON : Address: 2198 WCR 17 FT LUPTON CO 80621 Legal: 20018B N3301 N2SW4SW4 21 1'67 ESec/Twn/Range:25R) ; 25R) Subdivision/Legal: Property Owner: V{, anMatre , Barry�1( yam. yy Tank Pumped '�• n T 7 J 2 3/ 1 9 �� , B : J Tar 1 s p _' s Sanitation Service Licensed: N PERMIT ON RECOI : lPermit_ No _+ 19 930 04 O: SOE (Y/N) : N Year Installed: 1993, Original Owner: 'AE` .TE.E BARRY Bath: 3 Bed: 3 Acres: 10,00 .-Date of Final Insp: 07/09/1993 Water Supply - Public : N Utility Name: Private: Y Cistern: N Well + Y Permit Number: N/A Tank Capaa l t : 1000 gallons Field Size: 918 square feet a a - ! INSPECTION FINDINGS: Date of Inspection: 8/4/1999 Soil Conditions - Dry: 'XX Saturated: Residence - Occupied: X Vacant: Sewage Disposal System - Satisfactory: X Bacteriological Water Test - Acceptable: XX COMMENTS Snow-covered: Other: Other: a a 3 a 4 3 a-. a Date: �1 Si riatllre : � (A'��IV r ' J � ironment-1 Pxo'ection Specialist all a. -- a a 1� 'either the County of weld, nor any of its agents or employees undertake or assume any liability to the owner of the above property, to any purchaser of the above property or to any lending agency making a loan on the above property in correction with either its examination of the property or in the report. this inspection was conducted solely for the purpose cif detecting health hazards observable at the time of inspection, and does not constitute a warranty that the system is without flaw or that it will continue to function in the future. Inspections requested bring periods of snow cover and high soil saturation may be of questionable value to potential buyers due to adverse conditions. cater sample reports reflect the bacteriological quality of the water supply at the time the sample was taken. Evaluations based on Statements of Existing ($0E) relies on information the property owner provides/ under oath, indicating current status of the system m .d representing to the best of his /her knowledge the system is not failing to function properly. Ne- f 1. 1 /t. r • 1 b . COLORADO Need: SEPTIC LOAN APPROVAL SPECIALIST INSTRUCTIONS: CLOSING DATE: - e9-4Yr.4 NEW LOANM REFINANCE - REQUEST NO: _ ._I' DATE ECE __ FEE $90. Din 0 oz:, d/ TO WHOM IT MAY CONCERN: Review and inspection report regarding water and the sewage disposal system for an existing dwelling: FAX TO: _ MAIL TO: PICK-UP E If r • INFORMATION: Address: 4L/ cf Legal: PT:. - - PT: S ubdivision: FAX NO.:?(049, , REALTOR NO.: OWNER NO .: 3 `1 Y. (H ) OWNER NO.: {W} j „./) /7 / tripla s. Age of Septic: e Jr - F0/19/ SEC: u P roperty Owner: Tank Pumped on: ge" e_ -x.91 ()a _0 PE IT ON RECORD: Dame: 11/2.4,,Sfito I Bathrooms: ;,2 Bedrooms: { Water Supply: J Tank Capacity: LO' gallons' By: h- et.. I he. Aale. / Total Acres: LOT: TWN: 0 H R G: 1 BLX: Original OwnerzSeteani Permit Date ?LG.: Licensed: ?leg No,: a S. O. E : 121) of Final inspection: 7. 9- QS Well Permit No.: - - - - Field Size:_ . — Square feet INSPECTION FINDINGS: Date of Inspection: S oil Conditions: , Dry Saturated- .. Residence:- Occupied K' Vacant S ewage Disposal System: Satisfactory_ Bacteriological Water Test: Acceptable COMMENTS: -r- Snow- covered Other Other___o;'-- LATE: SIGNATURE: Environmental Protection Specialist Neither the County of Weld, nor any of its agents or employees undertake or assume any liability to the owner of the above property, to any purchaser of the above property or to any lending agency making a loan on the above property in connection with either its examination of the property or in the report. This inspection was conducted solely for the purpose of detecting health hazards observable at the time of inspection, and does not constitute a warranty that the system is without flaw or that it will continue to function in the future. Inspections requested during periods of snow cover and high soil saturation may be of questionable value to potential buyers due to adverse conditions. Water sample reports reflect the bacteriological quality of the water supply at the time the sample was taken, Evaluations based on Statements of Existing (S . O . E .) relies on information tie property owner provides, under oath, indicating current status of the system and representing to the best of his/her knowledge the system is not failing to function. properly, Architecture Structural Geotechnical ROCKY MOUNTAIN GROUP EMPLOYEE OWNED Materials Testing Forensic Civil/Planning OWTS Soil Evaluation and Design Innotech Machine Remodel 2198 CR 17 Brighton, Colorado PREPARED FOR: Innotech Machining, Inc. 6125 West 59th Avenue, Suite E Arvada, CO 80003 JOB NO. 173889 April 22, 2020 Respectfully Submitted, RMG — Rocky Mountain Group Lauren Caruso, P.E. Geotechnical Project Engineer Southern Office: Colorado Springs, CO 80918 719.548.0600 Central Office: Englewood, CO 80112 3 03.68 8.9475 Northern Office: Evans, CO 80620 970.330.1071 www.rmgengineers.com Fort Collins: 970.616.4364 Monument: 719.488.2145 Woodland Park: 719.687.6077 2198 CR 17 Brighton Soil Evaluation Please find enclosed soil evaluation review and design for a proposed On -site Wastewater Treatment System (OWTS) for the above referenced site. A representative of RMG — Rocky Mountain Group performed soil evaluation of two soil profile test pit excavations on March 6, 2020. The profile pits and soil evaluation were performed in accordance with Weld County Department of Health and Environment On -site Wastewater Treatment System Regulations (Regulations). It is our understanding the existing shop on the property will be remodeled for innotech Machining and that the existing OWTS servicing the current shop is unpermitted. d. The new addition proposed at the facility will employ approximately 10 full time employees per 8 -hour shift and will have 1 shift per day. Currently, the existing system utilizes a 1,000 gallon, two compartment septic tank with one row of chambers extending approximately 60 feet north of the tank. No distribution box could be identified when the system was last inspected. The inspection documentation is attached to this report. The soils evaluated in the profile pits are documented on the Test Boring Logs. The subsurface materials generally consisted of one foot of sandy, silty, clayey topsoil underlain by sandy silt and sandy clay. The sandy silt extends to the final exploration depths of the test pits approximately eight feet below existing grade. Groundwater was not encountered in either test pit during the soil evaluation. The soil evaluation determined a soil type 3 in the zone of influence as described on Table 30-10-1 of the Regulations. The OWTS should be designed using a Long Term Acceptance Rate (LIAR) of 0.35 gallons per day per square foot for the soils in accordance with the above mentioned table. An engineer designed septic system will be required for this site due to it being used for a commercial property. Additionally, the owner will have to meet the required distance criteria as shown in Table 30- 7-1 of the Regulations, enclosed. The location of the profile pits and proposed Soil Treatment Area (STA) will be greater than all horizontal and vertical separation distances as shown in Table 30-7-2. As previously mentioned, the facility will have a maximum of 10 employees per 8 -hour shift and will have 1 shift per day. Therefore, the system was designed in accordance with Table 3 0-6-2 of the Regulations with a design flow of 150 gallons/day in accordance with Table 30-6-2, will consist of a minimum 1,000 gallon two compartment tank meeting the regulations outlined in Section 3 0-9-20. Two system options have been provided for the Innotech Machining shop remodel. Option 1: Add to Existing System The adjusted required soil treatment area for a gravity bed using chambers is 236.25 square feet, see enclosed calculations. The minimum number of chambers required is 25. Currently, approximately 15 chambers are installed in one lateral. The existing tank can be used as it has been recently serviced and determined to be in good operating condition. To bring the existing system into compliance and to the correct size for the anticipated flow, a distribution box and second lateral with 15 chambers should be installed. The chambers should be installed a minimum 4 feet from the sidewall of the existing chambers to create a trench configuration. The bottom of the chambers should be placed no deeper than 36" below existing grade. Each row of chamber should have observation ports installed. Option 2: Install New System Absorption Trenches with Chambers: RMG — Rocky Mountain Group 2 RMG Job No. 173889 2198 CR 17 Brighton The adjusted required soil treatment area for a gravity bed using chambers is 236.25 square feet, see enclosed calculations. The minimum number of chambers required is 25. The bottom of the chambers should be placed no deeper than 36" below existing grade. The trenches will require observation ports on each row of chambers. Both Options: We anticipate an approximate cover of 12" to 24" cover over the septic tank and a 12" to 18" cover over the distribution box. Both the septic tank and distribution box must have access from the surface. Both options require an inspection by RMG and the County Health Department prior to covering the system. We are aware of the existing system that is servicing the single family residence also located on this lot, however we do not believe adding to the existing system for the shop or installing a new system to the north of the proposed addition will be in conflict with the residential system. Furthermore, we are not aware of any existing easements or right-of-ways that may conflict with the proposed OWTS. We found no location of any visible or known unsuitable, disturbed, or compacted soils. If the location of the STA will be used as a roadway for access to the building, the piping under the pavement will need to be protected from the traffic loads. Some ways to protect the pipe would be to encase the pipe in a larger, stronger pipe, encase the pipe in concrete, or a combination of both. Ultimately, it is the responsibility of the installer to implement a system to protect the pipe. We anticipate this area to remain commercial use for the foreseeable future. There were no difficulties encountered during the site evaluation. During system installation the subsurface conditions encountered in the soil treatment area excavation may vary from those encountered in the profile test pits. Depth to bedrock and groundwater may be different from depths reported in this report. If subsurface conditions encountered in the construction of the system differ from those reported, RMG Engineers should be retained to review the subsurface conditions. The soil evaluation was conducted at the request of the client in a location determined by the owner of the dwelling. We hope this report will assist you with your needs. Please contact us if you have any questions concerning this matter. Should you have questions, please do not hesitate to call. RMG — Rocky Mountain Group 3 RMG Job No. 173889 t th St Duluth Trading Company Temporarily closed m It Po 4000 PPM a PAM DPgitate3 £t Pk Allna3 PIB B l Pd Altnoo PIaM 0 SITE F 168th Ave F 1 G8th Ave F El liEl E 168tH Are L^I 1; D 19 ID 19 L i Gbth Awe VICINITY MAP 2198 WELD COUNTY ROAD 17 BRIGHTON, COLORADO CLIENT INNOTECH MACHINING, INC. 6125 W. 59TH AVENUE, SUITE E ARVADA, CO. 80003 RMG PROJECT 4173889 DATE: 4 17 20 ROCKY MOUNTAIN GROUP 1601 37th STREET EVANS, CO. 80620 PHONE: (970) 330-1071 FAX: (970) 330-1252 -4 • N 44 1 ✓ ♦ + R _ • - osa ;s "/ a. sue" .� iS aillg° ....pi. ggr i gr - fir" taes • f Asa rs, is g 43I Or: e V Sao l 4 ink I $0 1 e . ti10, + . w ill I a i 4.4 sg qvai 0 50 no SCALE: 1" = 100' BORE LOCATION PLAN 2198 WELD COUNTY ROAD 17 BRIGHTON, COLORADO CLIENT . I NNCTECH MACHINING, INC. 6125 W. 59TH AVENUE, SUITE E ARVADA, CO. 80003 RMG PROJECT #173889 DATE: 4/17/20 ROCKY MOUNTAIN GROUP 1601 37th STREET EVANS, 00. 80620 PHONE: (970) 330-1071 FAX: (970) 330-1252 TEST BORING: TP-1 DATE DRILLED: REMARKS: GROUNDWATER @ Dry' 3/6/20 C m >- w ti cc WATER CONTENT TEST BORING: TP-2 DATE DRILLED: REMARKS: GROUNDWATER @ Dry' 3/6/20 0 m > w C WATER CONTENT y BLOWS PER I BLOWS PER I H (I DEPTH (I TOPSOIL, dark brown, sandy, dry silty, clayey l,` ,\im. TOPSOIL sandy, silty, clayey, brown, dry \ -i e ,\ e•; L` '' `.'�'-` : `'�''\ ` \1 e . �_ \l , e.,): -.r) , `.,i rt` SILT, brown, sandy moist to dry 2.5 - -: - .. . , - , : ' ` ._` ` - - SILT, brown, sandy moist - -: .. . ' - CLAY, dark sandy brown, moist 2.5 • • • • • 5.01 CLAY brown, sandy moist SILT, brown, Sandier sandy moist 5.0 " ." a• . , yip, • ..' "- "• -" • ` ." • p, ":• " �. L• L .' L •: 7.5 7.5 e e : • :e ` - ere = ee' light SILT, sandy brown, moist Architectural Structural Forensics ROCKY MOUNTAIN GROUP Colorado Springs: (Corporate Office) 2910 Austin Bluffs Parkway Colorado Spings. CO 80918 (719) 548-0600 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO Grote din ical Materials Testing Civil. Planning TEST BORING LOGS JOB No. 173889 FIGURE No. 1 DATE 4/14/20 Structural + 6eotechnicai RMG ENGINEERS 1601 37th ST. • EVANS, COLORADO 80620 • 970-330-1071 • FAX 970-330-1252 PROPOSED ESTIMATED CALCULATIONS ON -SITE WASTEWATER TREATMENT SYSTEM DESIGN FLOW Description Anticipated Flow (gal) Table 30-6-2 Number of employees Number of 8 -hr shifts/24-hr day Daily Flow (GPD) Full time, 8 -hr shift 15/employee 10 1 150 SEPTIC TANKS Min. 48 hours detention USE: ABSORPTION BED 300 Gallons 1,000 Gallon Tank or larger Soil Treatment Area (STA) Required = Design Flow (qpd) LTAR (gpd/sf) = 150 0.35 Required Area = 428.6 sq. ft. Gravity Trenches x 1.0 Chambers x 0.7 Soil Type = 3 LTAR=0.35 Table 30-10-1 Table 30-10-2 Table 30-10-3 Adjusted Required Area Trenches with Chambers = 300.02 sq. ft. BED INFILTRATOR® CHAMBER EVALUATION Allowable Area/Quick Four Infiltrator® Chamber = 12 per unit Infiltrator o Chambers required: 300.02 sq. ft = 25 units 12 sq. ft/unit Minimum Chambers = 25 units USE: 4 units wide x 7 Quick Four Infiltrator Units long Riser Rings NOTE: INSTALL MIN. 25 H-10 QUICK -FOUR INFILTRATOR UNITS IN ACCORDANCE TO MANUFACTURER RECOMMENDATIONS. Inlet Flow OBSERVATION PORT (typ) Proposed 1,000 Gallon Septic Tank Distribution Box distribution box must extend to surface Finished Grade re: • .. A. 20" Men1141• manhole risers must extend to surface 2]' marmot,' O O 5' O 28.0' Invert Plastic sweep "T" cr Baffle srKumat fi� ti ``1 �f's 1 �s Not i� Water Level than 6' ar mere tnan 17 Sludge Cross Over Vent ft _ r� y f 14" Tank divider 1 Sludge MIN, PLAN SEPTIC TANK NTS Outlet NTS MIN. J O EXISTING SOIL x C z w z 2 to 0 O O f 3' MAX TRENCH A- A NTS 173889-SEP _____.) � ONS WAS F RHHAMHN T SYSFM \OTECH MACHINING, 2198 WCP 17 BRICA COLORADC 4 MG Engineers Group rri 1601 37TH STREET EVANS, COLORADO 80620 970) 330-1071 DATE: /17/7O7O PROW N /i889 SCALE: N.T.S. 1 DRAWN Y° 4 L+EOC+ CHECKED Y° 4 L.E.C. SHEET OF ) Table 30-7-1 Minimum Horizontal Distances in Feet Between Components of an On -Site Wastewater Treatment System Installed After November 15, 1973 and Water, Physical and Health Impact Features Spring, Well, Suction Line Potable Water Supply Line Potable Water Supply Cistern Dwelling Occupied Building Property Lines, Piped or Lined Irrigation Ditch Subsurface Intermittent Irrigation Stormwater Infiltration Drain, Lateral, Drywell, Structure Lake, Water Course, Irrigation Ditch, Stream, Wetland Dry Gulch, Cut Bank, Fill Area (from Crest) Septic Tank Septic Tank, Higher Level Dosing Tank, Treatment Vault Unit, 502 102 25 5 10 10 50 10 -- Building Sewer or Effluent Lines 50 10. 252 0 102 102 502 102 -- STA Trench, STA Bed, Unlined Sand Filter, Sub -surface Dispersal System 100- 25 25 20 10 25 503 25 5 Lined Sand Filter 60 10- 25 15 10 10 25 10 5 Lined Evapotranspiration Berm of Lined Wastewater Field or Outside Pond of 60 10 25 15 10 10 25 10 5 Unlined Rate Slower or Partially Outside or System Sand Filter than Lined of Berm Not Other of Relying 60 Evapotranspiration than in Minutes Unlined Soil on Aerosol With per Wastewater STA for a Percolation Inch, Unlined System, Pond, Treatment 100 25f 25 15 10 25 25 15 10 Vault Privy 50 10- 25 15 10 10 25 10 -- System Not Utilizing Relying on STA for Treatment and Aerosol Methods 1003 101 50 125 10 0 253 10 10 PAGE 49 2013-0173 ORD2913-13 Table 30-X10-1 Soil Treatment Area Long-term Acceptance Rates by Soil Texture, Soil Structure, Percolation Rate and Treatment Level Soil Type, Texture, Structure and Percolation Rate Range Long Term Acceptance Rate (LTAR); Gallons per day per square foot Soil Type USDA Soil Texture USDA Soil Structure -Shape USDA Soil Structure -Grade Percolation (MPI° Rate All Treatment Levels 0 Soil 35% Types Type 1 with Rock (>2mm); 2-5 with 50% Rock more more (>2mm) than Soil than __ Single Grain g (0) Minimum 3 filter foot 1.0 deep required LIAR unlined sand 2 , 1 Sand, Loamy -- Single Grain (0) 5-15 0.80 Sand 2 Sandy Loam, Loam, Silt Loam PR (Prismatic) BK (Blocky) GR (Granular) 2 (Moderate) 3 (Strong) 16-25 0.60 2A Sandy Loam, Loam, Silt Loam PR, BK, GR 0 (none) 1 (Weak) Massive 26-40 0.50 3 Sandy Clay Loam, Silty Loam, Clay Clay Loam PR, BK, GR 2, 3 41-60 0.35 3A Sandy Clay Loam, Silty PR, BK, GR 0 1 Massive 61-75 0.30 Loam, Clay Clay Loam 4 Sandy Clay, Clay, Silty Clay PR, BK, GR 2, 3 76-90 0.20 4A Sandy Clay, Clay, Silty Clay PR, BK, GR 0 1 Massive 91-120 0.15 5 Soil Types 2-4A Platy 1, 2, 3 121+ 0A0 Shaded areas require system design by a professional engineer. 1 Treatment levels are defined in Table 30-6-3. 2 Unlined sand filters in these soil types shall provide pathogen removal. Design shall conform to Section 30-11-30.8.3., Unlined Sand Filters. PAGE 63 .2013-** ORD2013-13 GENERAL NOTES 1. APPLICABLE CODES A. These general notes apply to all septic drawings. This project is designed in accordance with Weld County Environmental Health Department and the State of Colorado most current codes and standards. B. All materials and workmanship shall be in accordance with applicable provisions of the codes specified above. 2. COORDINATION A. DO NOT SCALE. The design is based on the OWTS Site Evaluation and Report by RMG - Rocky Mountain Group for Innotech Machining, Inc., Project No. 173889, last dated April 22, 2020. All changes to the design and layout are required to be approved by the Engineer/Designer for inclusion into these plans. Any discrepancies shall be brought to the attention of the Engineer/Designer immediately. B. Builders/owners shall review covenants to verify setback or land clearing restrictions and requirements that may affect the system installation PRIOR to construction. C. RMG has provided this design in accordance with the standards of general construction practices. However, as with all underground absorption fields, guarantee against failure is impossible. With proper installation, as outlined for this proposed construction, there remain many uncertainties and difficulties that can still arise in the operation of the system in the future. Proper design, construction and maintenance can assist in minimizing uncertainties but cannot entirely eliminate. RMG provides no warranty of this design or installation. 3. INSPECTIONS A. The Engineer/Designer inspections are separate from that which is required by the County Health Department. The homeowner/contractor must ensure all COUNTY and ENGINEER/DESIGNER inspections are completed. B. Contact Engineer/Designer a minimum of 48 hours prior to schedule required inspections. C. The Engineer Inspections shall be as follows: 1. The Engineer/Designer shall inspect the installation of all components of the septic system before backfill ii. The Engineer/Designer shall inspect the components of the septic system, after backfill to insure minimum cover, crowned top of field components and proper drainage away from field. 4. SEPTIC SYSTEM A. Maintain a minimum 1.0% and a maximum 5.0% grade on pipe feeding septic tank and on pipe from field back to sump pit or pump station. B. The homeowner/contactor is responsible for permit. The contractor must obtain approval of the engineered/designed system from the County Health Department. The homeowner/contractor must verify all setbacks and obtain utility clearances prior to construction. C. Vehicular and/or hooved animal traffic of any kind over any part of the system may cause premature failure and is prohibited. The use of so called "septic remedies" can result in severe damage to the system. We specifically recommend against their use. D. Provide a drainage swale or berm on the uphill slope of the absorption field or treatment area. E. DO NOT locate the absorption field or treatment area within 100 ft of well per the County Health Department recommendations. F. The field laterals may be curved to fit land contours. The minimum radius shall be 100 ft. G. Maintain all minimum setbacks and distances stated in this design and county codes and standards. H. Refer to all manufacture specifications prior to ordering and installation of components. I, Research indicates allowing the septic field to "rest" for several months may increase its long term utility. RMG recommends resting each zone for three to six months, systematically and sequentially cycling through each zone such that each zone is idled for the recommended period every one to two years. J. Irrigation is prohibited over the treatment area. OPERATION AND MAINTENANCE INTRODUCTION The individual septic system is not at all like a municipal sewer connection. A connection to a public sewer virtually guarantees you will be able to send an almost unlimited quantity of water, sewage and anything else down the drain with no particular problem. However, with a septic system (more properly known as an On -site Wastewater Treatment System, or OWTS, the amount of liquid we can send down the drain is distinctly limited. The limiting factors are mostly the size of the system and the percolation rate of the soil in which the absorption field is installed. Seemingly minor or even obscure factors such as how we wash our hands and the way we perform our daily routines can have significant effects on the functioning of a septic system. In this paper, we will attempt to explain some of the more important aspects of your septic system so you may have the best chance of attaining and maintaining a long-lived, trouble free system. INSTALLATION Perhaps the most important element of a successful septic system is proper installation. No amount of careful design and operation can overcome a poorly built system. Generally, a licensed installer will be familiar with the various regulations relating to the installation. If you perform your own installation, you absolutely must become familiar with certain specific regulations. Check with your County Health Department well in advance of beginning your installation to get the information and permits you will need to proceed. If you install an engineered septic system, be aware the design is not a detailed, step-by-step guide. Many details of the construction are omitted for the simplicity of the design, but are nevertheless required by county regulations. Ask the engineer or Health Department for clarification if you are uncertain. A good installer will additionally be a careful, conscientious craftsman who will go beyond the minimums required by the county to provide a quality piece of work. Some of the big items you should watch for in the installation of your system are: The soil under the septic tank should be very well compacted to prevent the settling of the tank. The pipes should never go uphill unless a pump is installed. The various lines of the distribution field should be level. If different levels of the absorption field are used, there should be a device which will effectively distribute the effluent between the various levels. The soil at the bottom of the field should never be compacted; it should, after leveling, be roughed slightly to enhance the passage of water into it. If a mound system is installed, the mound sand should be lightly compacted, usually by sprinkling with water, to reduce settlement after the system is placed into operation. GENERAL OPERATION Practice water conservation as much as is practical. Repair leaking faucets and toilets immediately; they can add hundreds of gallons of water per day of water usage. Avoid leaving the water running when washing hands, cleaning dishes, etc. Do not use the toilet as a trash can. Flushing a Kleenex or cigarette butt is wasteful of water and serves to shorten the system life by adding unnecessary water to it. Do not, under any circumstances, dump non -biodegradable materials, such as greases, plastics, etc., down your toilet or drain. Absolutely never place harmful chemicals such as pesticides, paint thinner, oil, antifreeze, etc. down the drains. These will kill beneficial bacteria that treat the wastewater. Limit the use of bleaches, disinfectants and toilet bowl cleaners, as they will kill the bacteria as well. Divert surface water from driveways, hillsides and roof drains well away from the septic system. Make sure outlets from sump pumps and foundation drains don't drain toward the system. CAUSES OF FAILURE Most septic systems work well for many years; others both engineered and non - engineered, fail relatively soon after installation. Many times the source of failure is difficult to identify and it is generally recognized that certain number of systems will fail despite our best intentions. This is because septic system design is not an exact science — there are too many variables and outside influences, which cannot be controlled or sometimes even predicted for us to do much more than make educated guesses. System failure may result from too much water being used, distribution field clogging may have occurred or the system may be operating at a lower efficiency for a variety of complex reasons. The following discussion should acquaint you with some of the more common sources of system failure. Knowledge of these sources should help you avoid them. Excess Water Use The occupants of the building may be using too much water. The septic system sizing formula was developed decades ago when water use habits resulted in generally much less water use than is common today. Most county health regulations require the field to be upsized to reflect increased usage but enforcement of the requirements is generally based on whether the builder says these items will be installed or not. In an effort to keep septic system prices down, installers often install the minimum system required by the county. Builders and business owners, under budgetary pressure, are generally very reluctant to install any more than what is needed to meet code. Even engineered systems are usually not a deal larger than required by code, as the price for larger systems escalates rapidly. Generally, smaller systems have a shorter life span than larger systems. Clogging Clogging of the field by solid or greasy material washed out of the septic tank is another source of failure. Solids (which are not always large, dense objects like sand, eggshells, coffee grounds and the like but which are often more soupy, only -slightly -heavier -than -water consistency) are meant to accumulate in the bottom of the tank, with greases floating to the top. Septic tank performance is based on water slowly moving through the tank, allowing solids to sink and greases to surface. If peak periods of water use occur where virtually the entire water budget for the day is expended then turbulent conditions can exist which will wash out solids and greases out of the tank. If these materials enter the distribution field, clogging will occur which will render the entire system either less effective or completely worthless. The damage is generally irreversible. There is no way to reliably determine whether this type of washout and subsequent clogging has occurred, but it is safe to say it happens to some degree with almost all septic systems at some point in their lifetimes. Regular tank pumping, at intervals not exceeding one to two years, depending on the individual system, can help decrease the likelihood of this time of trouble. Limiting periods of peak water use, by spacing out water use, will also help. Profile Test Pit Limitations The process to identify the soil type where the infiltration surface will be located is a rudimentary practice and based solely on the soil technician's discretion. The soil technician is trained to identify the various soil types in the field and must be qualified as a competent technician according to country regulations; however, this does not increase the validity of the soil interpretation beyond that of an educated opinion. The profile test pits are two small excavations used to identify the soils within the soil treatment area and to locate groundwater and/or bedrock. Due to the size differences between the profile test pit excavations and the soil treatment area excavation, the soils encountered during the system installation may vary from those identified in the profile test pits. Furthermore, another item that is not quantifiable is the fact that the septic system is essentially a biological machine. There are huge numbers of complex interactions between various biodegradable and non -biodegradable constituents of the sewer water, the physical, and chemical, organic and mineral makeups of the various soil components within the distribution field and the incredible number of aerobic and anaerobic bacteria, which inhibit the entire septic system. Certain laundry soaps or household chemicals may have no effect on one septic system, but may cause poor performance in another, due to changes in the chemical and biological makeup of the distribution field. The rate at which water moves between soil particles can change over months or years as soil reacts to the continuous influence of water and bacterial action. There is no reliable way to predict these effects; the standard test pit excavation cannot address the issue. Compaction Another cause of failure is compaction of the field after installation. Vehicle traffic over the surface will cause similar problems with compaction; system crushing can also occur. Vehicles (other than hand operated units) are absolutely not compatible with septic systems. Most counties health regulations specifically advice against vehicular traffic over the field. Additionally, it is imperative to protect any portion of the system that is installed beneath a roadway or driveway, especially if large trucks or trailers are anticipated. Ways to protect the piping beneath the roadway would be to encase the piping in a larger stronger pipe, encase the piping in concrete or a combination of both. Please note under no circumstance should the tank, distribution box or soil treatment area be driven over. SUMMARY In conclusion, a septic system is not at all like a public sewer. Unlimited amounts of sewage may not be placed into them impunity. Careful installation, with strict attention to detail is essential to long-term success of the system. Even the best installation of a well -designed system does not guarantee success. Surface drainage must be carefully maintained to avoid inadvertent flooding of the septic system. Water conservation is essential, as is the avoidance of placing poisons in to the system, individual septic systems are subject to a wide variety of system failures that simply do not occur in normal, city sewers. The probable cause of most system failures is a combination of factors. Most people use a lot of water; minimum systems are often just not up to the task but upsized systems are generally not installed due to budgetary constraints. Most families tend to peak load their septic systems. The septic tanks are not designed to handle large quantities of water all at once; infrequent tank pumping increases problems associated with large peak flows. Certain soaps, cleansers and other materials which make their way down the drain may have adverse reactions with the bacteria in the septic system. Many fields at one time or another are used as parking lots, pastures or worse. There often is really no way to say for sure that any one particular thing causes failure. It is generally recognized there are a certain number of systems that will fail for no good identifiable reason. The best way to avoid failure is to treat your septic system as a valuable investment worthy of protection. Minimize the liquid load, minimize the solid load and be careful about what goes down the drain. INFILTRATOR® water technologies k4.. CHAMBER3)S1rAI The Quickt Standard Chamber Quick4 Standard with MultiPort EndCap The Quick4® Standard Chamber fits in a 36" wide trench and is ideal for curved or straight systems. It features the patent -pending Contour Swivel connection"' which permits turns up to 15°, right or left. The MultiPort7M endcap allows multiple piping options and eliminates pipe fillings. The chamber's four -foot length provides optimal installation flexibility. Chamber Benefits: • Advanced contouring connections swivel up to 15°, right or left • Latching mechanism allows for quick installation • Four -foot chambers are easy to handle and install • The Quick4 Standard Chamber supports wheel loads of 16,000 lbs/axle with only 12" of cover • certified by the International Association �• of Plumbing and Mechanical Officials (IAPMO) MultiPort Endcap Benefits: • Tear -out seals on inlet ports provide a tight fit to the pipe • Eight molded -in inlets/outlets allow for maximum piping flexibility • Eliminates pipe fittings • Fits on either end of the Quick4 Standard Chamber APPROVED in • ■ 5 milAr_ •v • IV le - r • ..p. • . H.. �_ +•I�1 o''..-. rl.r l ( ._ - , , s• - sr- Ue Isalsai - I • r `'f • tl % a U.AIS � 14 iarm. IygPa"alL ■ 4 • VS -a' Lf-- 1. � ,9 l lb °A a tse er 44*. Witililrecti Clat Y Le nxi *II ill e 1;4 tiejj,�, Talk_ ` erg ✓ let ' logs is yet 41144. anis ti - shi ik 7 ia .O *Raga 1 "?.-11r11"- 5p A Quicker Quicker Series Because installations are faster with Quick4 chambers, you save on heavy equipment operation and labor. Quicke Series Wilda Standard Chamber s t :•a,Ih3rRsr;S1 A,S 34" MultiPort lti Port EndCap 34" •\c.. 12" I I -11--I I it I I jli II I I I-= 1 =1 I- =-1--I I==1 .I 1==1 = -1 , =I--1= _ 1 I==1==1= I I -=1--I 1==1==1==1° 1==1--I==1 I . - - l= -I - - I- -� - - I- -� - - I. I I I I I �I .1 II Iail I� I I II F-zi-f II II -_III I --I 1--I 1--1 1--1--I I--I--I=1 48" (EFFECTIVE LENGTH) II II J 'I, 8" FRONT VIEW Typical Trench View \f ' 12" 16" 11 II II III 11 lu SIDE VIEW NATIVE BACKFILL TOPSOIL d, } / �-_--. COVER A DESIGN 12" _.i.•: .•..• .• . It _ a( y—.rt ti 8" INVERT 34" — SPACING PER CODE - (36" WIDE TRENCH) 34,1 I I I I r: 0 r ICO s» � i : _, " .i!. H cations Size 34"W (864mmx x 53"L 1846mmx805mm) x 12"H Effective Length 48" (1219 mm) Louver Height 8" (203 mm) Storage Capacity 43 gal (163 L) Invert Height 8" (203 mm) INFILTRATOR' Nhigiter technologies 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 wwww.i nfiltratarwater. cam TOP VIEW INFILTRATOR WATER TECHNOLOGIES, LLC ("INFILTRATOR") Infiltrator Water Technologies, LLC STANDARD LIMITED Drainfield WARRANTY (a) The structural integrity of each chamber, endcap, EZflow expanded polystyrene and/or other accessory manufactured by Infiltrator ("Units"), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator's instructions, is warranted to the original purchaser ("Holder") against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator's liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by any- one other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, spe- cial or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of pro° uction and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different war- ranty requirements. Any purchaser of Units should contact Infiltrator's Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,536,017; 5,401,116; 5,401,4.59; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick& and Sidewinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, Multi Port, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. © 2016 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A. Q25 0816 Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436 COLORADO Department of Public Health & Environment Water Quality Control Division I Engineering Section 4300 Cherry Creek Drive S., Denver, CO 80246-1530 P 303.692.6298 I CDPHE.WQEngReviewstate.co.us Accepted Septic Tanks for Use in Colorado On -Site Wastewater Treatment Systems Company Name Tank Sizes NPCA/IAPMO Cert. Notes (Provided specific as an acceptance overview of Division acceptance. letters for additional Refer to details) ABC Concrete Mfg. Co., Inc.1508 1070, 1508, 1463 994, No Model ABC Gal.; 1-1000 = 1070 ABC 1500 Gal.; = 1463 ABC Gal.; 1000 All = 994 Tanks Gal.; Double ABC 1250 Comp. = Aguilar's Concrete 750, 1000, 1250, 1500 NPCA All four tanks are Double Compartment Anderson Precast 1250, 1500 No Both Tanks are Double Compartment Associated Precast, Inc. 1000, 1250, 1500 No All three tanks are Double Compartment Beach Concrete 1000, 1250, 1500 No All three tanks are Double Compartment Boughton's Precast, Inc.NPCA2250, 1000, 1050LP 1250, 1250LP, 1500, 1500LP, 2250LP, 5000 HD 1000, 1250, 1500, 2250 1050, 1250, 1500, 1750 = = Std. low double profile, P double -comp. -comp. tanks; p tanks B.T.U. Block a Concrete 1000, 1250 No Both tanks are Double Compartment Chamberlain Concrete 1500 No Tank is Double Compartment Copeland Concrete 1000, 1250, 1500, 2000, 3000 No All tanks are Double Compartment; tanks 2000 and 3000 are mid -seam Copeland Enterprises 1060, 1145, 1250, 1500, 2000, 2500, 3000 No All tanks are Double Compartment Four Corners Precast 1000, 1250, 1500 NPCA 1000 D/C; 1000 D/C Low lift station, 1500 3 -Comp. D/C Profile; dosing = Double 1250 siphon, Compartment D/C, 1500 D/C, 1500 3 -Comp. 2000 INC Traffic rated; Front Range Pre -Cast Concrete, Inc. 400, 500, 1000, 1250, 1500, 2000, 2500, 3250 No 400, 500 = must 1000 = single single, and be used double double along comp.; and three with additional All compartment other tanks tank to are accepted tanks meet Reg. 43; for Green Brothers, Inc. 1000, 1500 No Both tanks are Double Compartment Hi -Time Tanks 500, 1000, 1250, 1500 No 500 gal. = must 43; 1000, be used 1250, along and with 1500 an additional are all Double tank Comp. to meet Reg. Lindsay Precast, Inc. 1000, 1250, 1500, 2250 NPCA All four tanks are Double Compartment Gldcastle Precast 1000, 1000LP, 1250, 1500, 2000 NPCA All tanks are Double Compartment, LP = Low Profile Precast Concepts 1000, 1250, 1500 No All three tanks are Double Compartment Ritchey's Redi-Mix Concrete 1000, 1500 No Both tanks are Double Compartment RMS Utilities 1250, 1500 No Both tanks are Double Compartment Updated: 8/31/2016 1 of 3 COLORADO Department of Public Health & Environment Water Quality Control Division I Engineering Section 4300 Cherry Creek Drive S., Denver, CO 80246-1530 P 303.692.6298 I CDPHEWUngReview@state.co.us Accepted Septic Tanks for Use in Colorado On -Site Wastewater Treatment Systems Company Name Tank Sizes NPCA/IAPMO Cert. Notes (Provided specific as an acceptance overview of Division acceptance. letters for additional Refer to detai Is) San Luis Valley Precast 500; 1000 LP, 1250 LP, 1500 LP, 2 and 3 lids No All tanks are Double Compartment, LP = Low Profile 500T, 500T-2CP, 1250M-2CP, 1250T-2CP, 1250T-1CP, 1250E-2CP; 1500M-2CP, 15OOT-2CP, 1500T-1 CP, 1500G-2CP, 1500G-1CP; 2000T - Valley Precast 500, 1000, 1250, 1500, 2000 No vol.), 2CP, 2000T-1CP, 2000E-1CP, 1500G-3CP (2026 gal. 2000E-2CP; 1000T-3CP vol.), 1500T-3CP (2026 gal. (1500 vol.); gal. Note: All single -comp. tanks must be used with an additional tank to meet Reg. 43. Note: H-20 and deep -bury tanks also accepted. Vaughn Concrete Products, Inc. 1000, 1250, 1500, 2000, 2500, 3000, 3500, 4000 NPCA All tanks are Double Compartment p POLY/PLASTIC TANKS AK Industries 1000; 1000LP; 1300 IAPMG All 1000 tanks Gal. are LP Double = Model Compartment; 5-1050 Den Hartog Industries Single 1000, 1250, Et 2 -Comp. 1500; for each IAPMG Single and Double Compartment for each p tank size IM540 = Single Comp. w/1 Access; IM 1060 = Single a Double Comp. Infiltrator Water Technologies 1M-540, IM -1060, IM -1530 IAPMG w/1 Et 2 Access Ports; IM1530 = Single Et Double Comp. w/2 Et 3 Access Ports; Model number equals working volume Norwesco 1000, 1250, 1500 IAPMG All tanks are Double Compartment; Br. = Bruiser Model 1000 -Br, 1250 -Br, 1500 -Br Norwesco - Snyder :. 750, 1000, 1250, 1500; Low Profile Models IAPMG All tanks are Double Compartment; 500 gal. and 750 gal. (single comp.), 750 (Double comp.) = must be Roth Global Plastics, Inc. (Formerly 500, 750, 1000, 1060, 1250, 1500 I APMG used along with an additional tank to meet Reg. 43; 1000, 1060, Fralo) 1250, 1500 = All Double Compartment Snyder Industries, Inc. NuCon Dom. 1000, 1250, 1050, 1250, 1500 1500 I APMG All tanks are low Double profile Compartment; tank; NuCon is the Dom. standard (Dominator ribbed Series) tank is a Updated: 8/31/2016 2 of 3 COLORADO Department of Public Health & Environment Water Quality Control Division I Engineering Section 4300 Cherry Creek Drive S., Denver, CO 80246-1530 P 303.692.6298 I CDPHEWUngReview@state.co.us Accepted Septic Tanks for Use in Colorado On -Site Wastewater Treatment Systems NPCA/IAPMO Notes (Provided as an overview of Division acceptance. Refer to Company Name Tank Sizes Cert, specific acceptance letters for additional details) Note: If a manufacturer is not NPCA or I APMO Certified, water -tightness testing data must be submitted to the Division by February 15 each year. Updated: 8/31/2016 3 of 3 Hello