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Home My WebLink About20211249.tiffDEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 www.weldhealth.erg Health Adrhinistrallon Vital Records Tele: 970.304 6410 Fax 9x70.304,6412 ail' vision Public Health a. clinical Services Tele: 970104.6420 Fax: 970.304.6416 Environmentb Hcant] Services Tele: 970.304,6415 Fax: 970.3 4.6411 Communication, EduCartio.n a Planning TOY 970.304 6470 Fax: W'0.304 4 6 152 Public Health Emergency Preparedness a. Response Tele: 970.304_ 20 Fax; 970.304.6459 Together with Me communities we serve, we diriP 4sa-r109 to make iffeeki County the healthiest place to hire. ream. work and play Septic Permit - Final Application Number:SP-1500371 Owner Name H R.I TEN EN DUSTIN C Site Address: 7008 CR 54 JOHNSTOWN, CO 80534 App Type: H alth\F esid nt al\N'ew OWTS\Septic DUSTIN CHRISTENSEN 7008 CR 54 JOHNSTOWN, CO 80534 Parcel : 095729202001-R3945805 Legal Desc: LLIRC L1 LAKOTA LAKES RANCH PUD CORR Work rk Description: SHOP EHS SEPTIC GENERAL: Associated Disaster Permit No Location Description 7008 CR 54 JOHN TOWN Number of Bedrooms Parcel Acres 4 Public Water Supply Yes Public Water Supply Utility Little Thompson Water Waive Fees No EHS SEPTIC ACTUAL (FINAL): Septic Tank Size, gallons 1000 Absorption Bed, sqft 252 Chamber Model Quick4 Standard or High Capacity Number of Chambers Installed 21 Finale Application Status: Finaled Applied Date: 1 0/28 /2015 Issued Date; 11/02/2015 Finaled Date 09/21/2016 NOTICE The issuance of this permit does not imply compliance with other state, county, or local regulatory or building reiuitements, nor shall it act to certify that the subject system will operate in compliance with applicable state, county and local regulations adopted persuant to Article 10, Title 25, CRS as amended. except for the purpose of establishing final approval of installed system for issuance of a local occupancy permit persuant to 25-1 O -112(1)0h). C.R_S_ This ernnit is nontransferable and non-refundable. The Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required uired to meet our regulations on a continuing basis. Finalpermit approval was contingent upon the final inspection ection of the q _ � � Fop g R p completed system by the Weld County Department Of Public Health and Environment. Nicholas Trautner September 21, 2016 Environmental Health Specialist Date Print Date Time: 9/22/2016 8:4 :55AM Septic Permit W Final EH 033 Page 1 of `I gel i}s t'e) G2 Heaste 7oag c,Sg SQ 150031 l DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley, CO 80631 Health Administration Vital Records Teie: 970 304 6410 Fax: 970,304 6412 Public Health & Clinical Services Tele 970 304 6420 Fax; 97Oo3O4.0416 Environmental Health Services Tele. 970.304.6415 Fax: 970.304.6411 Cunrttnicatlon, Education & Panning Teie. 970.304_6470 Fax: 270.3046452 Public Health Emergency Preparedness & Response Tale- 970 304.6420 Fax: 970 30►4.6459 (ha valor] Together with the communities we serve, we are working to make. weld county'' the heacrnnest place to lire_ dears, work and play. Application Number: Owner Name: Site Address: App Type: Septic Permit New SP -15010371 CHRISTENSEN DUSTIN 7008 CR 54 JOHNSTOWN, CO 80534 Health\Residential\New OWrS\ eptic DUSTIN CHRISTENSEN 7008 CR 54 JOHNSTOWN, Co 80534 Parcel N urn her: 095729202001-R3945805 Legal Desc: LLRC LI LAKOTA LAKES RANCH PUD CORR Work Description: SHOP EHS SEPTIC GENERAL: Application Status: Final Pending Applied Date: 10/28/2015 Intake Person: C.A 7A.R Permit Expiration Date:. Associated Disaster Permit Location Description Number of Bedrooms Parcel Acres Public Water Supply Public Water Supply Utility Waive Fees No 7008 CR 54 JOHNSTOWN 4 Yes Little Thompson Water Na Septic Permit With End Design EH' Print Date - Time.: 11/3/2015 9:57:27AM Page 1 of 2 EHS PERC TEST (SITE) : Limiting Zone Feet Limiting Zone Inches Limiting Zone Qualifier Long Term Acceptance Rate Percolation Rate Qual Fier Percolation Rate Value Soil Description Soil Type Soil Type Suitable Treatment Level 5 6 Equal To 0.5 Equal To 32 silty clayey sand 2A Yes Level 1 SEPTIC SIZING INFORMATION: From the application information supptied and the on -site sail percolation data the following minimum installation specifications are required according to the Engineer's evaluation: Engineers SSpecified Installation Recommendations: Engineer Design Absorption Area Specified Engineer Design Chamber Specified Engineer Design Number of Chambers Specified 21 Engineer Septic System Design Type Specified Septic Tank Size 252 Quick 4 Standared or High Capacity Chambers -Bed 1000 CONDITIONS: Description+ Permit Conditions Comment: Install the septic field in the area of the soils pare tests_ Place bottom of new septic system no deeper than one foot, 6 inches (18 inches) below original grade to maintain 4 feet to groundwater at 5 and 1/2 feet. Septic tank must be at least 50 feet from any lake or pond and septic field must be at least 50 feet from any lake or pond. All easements shall be verified prior to installation of septic system. All Weld County regulations are applicable, INSPECTION RESULT: Description: Site Status' Approved to Issue Comment.: NOTICE This permit is granted temporarily to allow construction to c©rnmenoe. 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 Onsite Wastewater Treatment System Regulations including failure to meet any lerrn or condition imposed thereon during temporary or final approval, The issuance of this permit does not constitute assumption by the department or its employees of liability for the failure or inadequacy of the sewage disposal system. This permit is non -transferable and. non-refundable_ Before issuing final approval of this permit the Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulatio.n.s 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 Katie Sail November 02, 2015 Environmental Health Specialist Date Septic Permit With Eng Design EIH Print Date Time: 11/3/2015 9:57:27AM Page 2 of 2 DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 N. 17th Avenue Greeley. CO 80631 tim “we Id health..org rrealt rkdrrrirrletratioa Vital Records Tele. 970.304.64.1 C Fax: 970 304.6 412 Public Health & Clinical Services Tete: 970.304. 4.200 Fax: 970104 5416, Environmental Health Services Tele: 970.304 5415 Fax 970.31 4 6411 Communlcatlon, Education & Planning "Tele: 970.3046470: Fax 970.304.6452 Public Emergency Preparedness Ili Response Tele, 970 3O4 6420 raw 970,304 t4s9 Our vision: Together with the cornet ritietis we serve, we ace working to make Wail County the heat hAesi place ro dive, learn, wcult and pity Septic Permit Application Application Number: SP -1500371 App Type: Health\Residential\New O ' r \ eptilc DUSTIN CHRISTENSEN TEN EN 7008 CR 54 J0HNSTOWN, CO 80534 Owner Name: CHRISTENSEN DUSTIN C Parcel #: 095729202001-R3945805 Legal Desc: LLRC Li LAKOTA LAKES RANCH PUD CORD Work Description: SHOP Site Address: 7192 LAKOTA LAKES RD App Specific I r��f�l WELD, � � 80534 P Location Description Parcel Acres Public Water Supply Public Water Supply Utility 7008 CFA 54 JOHNSTOWN 4 Yes Little Thompson Water TERMS AND CONDITIONS A permit fee, as set by separate ordinaries at the Board of Weld County Commissioners, shall be required of applicants foronsiite wastewater treatment systems, payable at time of application. Permit fees are non-refundable; permit applications are anon -transferable. If both a building permit and an °voters are issued for tt same property and construction is not commenced prior to the expiration date of the building permit, the OATS permit shall expire at the same time as the building permit: If an OWTS permit is, issued for a property that does not require a building permit. the OWTS permit shall expire one year after its issuance if construction on the septic system has not commenced. My change in plans or specifications after the permit has been issued invalidates the permit unless approval is secured from the Health Officer or hisJher designated agent Expired permits can be renewed by payment of the permit fee only 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 arid 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 regu'Iations.. I71 E The completeness of this application is conditional upon further mandatory and additionall tests and reports as may be requited by the Weld County Department of Public Health and Environment DPHE). 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 1.0, title 25, CRS as amended. The applicant terries that the proposed system will not be located within 400 feet of a common t 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 knowPedge and are designed to be relied on by the 1 fOOPHE for evaluation for purposes of issuing the permit applied for herein. Applicant further understands that falsification or misrepresentation may result 41 the denial of the application or revocation of any permit granted, and in legal action or perjury as provided by law_ zeTh ze L9 a /i5 wner/Applilctn,t Date Print Date Time: 10/28/2015 10.35:22AM Septic Permit Application EHS00056 Page 1 of `l RESIDENTIAL. -SITE WASTEWATER TREATMENT SYSTEM tOVVTS) INSTALLATION PERMIT (New or Re air) E\\ OR REPAIR RFSIDENTIAL OWTS PERMIT FEE: $750.00 ►ll payments are due at the time of application submittal; by cash, check or credit card incomplete applications will not be accepted (Site and soils evaluation, site Ilan and design document must be included) PARCEL NO Oct J�702qc;czo go 0 I 12 DIGIT NUMBER) LEGAL DESCRIPTION: SECTION a,9 TOWNSHIP RANGE 67 kga ACRES 9 _ SUBDIVISION LAWT7I.Aks55 leteff•X-i) _ LOT jr, BLOCK FILING INFORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650, OR ON THE COUNTY WEBSITE I INIDER PROPERTY INFORMATION. Link to property information: Imp c bd L t us :Ar s nrot riA m formation srrE ADDRESS 70 S e -g 5y 30 hpaS1-cuci CZ3 eiSCIS3'-1 DETAILED GAST DIRECTIONS TO SITE (ATTACH MAP) Rat ttin, r- ).e O 504aS IE err. toPilb PROPERTY OWNER: _ \tAIUNG ADDRESS: 700% CelZ 5Lilt CITY 3-ov‘INPZ-ktucAti ST iZ C 54 Q ‘:5 ZIP 53' i HOME PHONE: (q 7O) Liao -5\a WORK PHONE ( ) F ( ) EMAIL ADDRESS: l Co a+ wDtag, it # CoINN. _ APPLICANT NAME: k iA ''. 1E MAILING ADDRESS: : 700424 et 5 Li CITY ablk {- C40 ST CO ZIP SO6-39 HOME PHONE: (qVD) LSD- 5i37 37 WORK PHONE ( ) FAX f ) EMAIL ADDRESS: t)C-coels+euthicitiike trty) Pt Asa, en PROPOSED USE: O RESIDENTIAL NUMBER OF PERSONS: NUMBER OF BEDROOMS: TYPE OF STRUCTURE (Ex. house. mobile home) AUXILIARY BUILDING (Residential use only) TYPE AND NUMBER OF FIXTURES (shower, sinks, toilet): 3,. NUMBER OF PERSONS:_ TYPE OF STRUCTURE (Ex. personal shop, pool house) WA IER SOURCE: PUBLIC WATER SUPPLY (NAME OF SUPPLY) O INDIVIDUAL WELL (PERMIT ft) O CISTERN (PERMIT #) ho Thnpi n *WARNING Neither Weld County nor any of its affiliates shall be responsible for the use ot'any information submitted in relation to this OWTS installation permit. It is the responsibility of the user to determine under. what circumstances the information is being applied, and ensure that the circumstances are suitable to the application of the information Neither Weld County nor its employees .are liable for the failure or inadequacy of the onsite waste water treatment system. 5 PLEASE CRAW A DETAILED MAP TO YOUR P'ROPERT'Y •with directions from the nearest two county roads. If the property is in a security or gated area, please indicate the code or other instructions for entry on the maps. N 02,51.4 7001, (42,-604 'no u& i • Label all roads • Label subject property with address • Indicate nearby landmarks, such as businesses, structures, natural features 7 4000Northern Colorado Geotech October 27 2015 Dustin ChnsUansen 7008 Weld County Road 54 Johnstown, Colorado 80534 Re Percolation Test and Septic System Design 7008 Weld County Road 54 Northern Colorado Geotech Project Noe 272-15 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: (970) 506-9244 Fax: (970) 506-9242 Northern Colorado Geotech has performed a percolation test and septic system design for a proposed shop at the above referenced project north of Johnstown, Colorado. The design is attached with this letter. If you have any questions or if we may be of further assistance, please do not hesitate to contact us at (970) 506-9244. Sincerely, NORT Doug President .Att p chm e nets: c: Site Plan Logs of Borings Septic System Design Criteria Septic System Cross Sections Addressee (4) WELD COUNTY ROAD 54 IBM = TOP or CONCRETE REV 100.0 PROPOSED SHOP APPROX AREA OF EXISTING SEPTIC SYSTEM LXISTI G RESIDENCE 15° 14°* 1 No.2 I 1! No.3 5, 4I ' No.4 5I& � rrss INSPECTION PORTS 2 0 D -BOA. 21 ST (4WW SEPTIC TANK NDARD QUICK 4 INFILTRATORS S WIDE BY 5 AND 6 LONG) LAKOTA 5 Other than Itao distances to sathar.k objacts indicated on the design documents. no other obleets irequiring setbacks from Itio proposed OWTS, as indicated in in bin 30-7-t S Chapter 3Q of the Wuld County Cede, have be on ladled or observed curing our preliminary investigation, rec c)nnaissartco cc detailed soil investigation LAKE N WE ARE UNAWARE OF ANY RIGHT OF WAY SETBACKS ON THE PARCEL THAT COULD AFFECT THE PLACEMENT OF THE PROPOSED OW'TS BORING LOCATION PLAN PROPOSED SEPTIC SYSTEM 7©D8 WELD Gown.ROAD 54 JOHNSTOWN, COLORADO FOR DUSTIN CHRISTIANSE:N Northern Colorado GeoteCh 2956 29th Street. Unit 21 Greeley, Colorado 80631 Phone: (970) X9244 Fax: (970) 5. 242 Pir4ect No. Delsec Reject Mgr Fgwn Na,. 272-15 °' ; 1010' 1'0-27-15 OPAL CO ICJ T' .C4 CLIENT LOG OF BORING No. 1 Sheet el of i Dustin Christensen ARCHITECT/ENGINEER SITE 7008 Weld County Road 54 Johnstown, Colorado Approx. Surface Elev.: 975 fit. 6" TOPSOIL 0.5 SILTY CLAVEY_SAND Dark brown, moist, loose 97.0 5.0 92.5 0 0 2 I a. 0 PROJECT r EL a 1 BOTTOM OF BORING WATER LEVEL OBSERVATIONS WL None W. D. 'L When Checked 4 Days pok. B. None A.B. Proposed Septic System SAMPLES TESTS Lu D 0> Caz wco z a w LU z Ui0 Q w 0 cc MOISTURE, %� 15 Er" z a 02 )-u zo � a I i- Northern iGolorado Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 P h o n w w 970-506-9244 Fay, 970-506-9242 STARTED .10/9/15 FINISHED 10/9/15 DRILL CO. Drilling Eng LOGGED BY TK DRILL RIG CME-55 APPROVED DML L NCC PROJECT NO. 272-16 LOG OF BORING No. 2 Sheet I of I .r rI CLIENT Dustin Christensen 7008 Weld County Road 54 Johnstown, Colorado ARCHITECT/ENGINEER Approx. Surface Elev.: 98 O ft. 6' TOPSOIL 0.5 SILTY CLAYEY SAND Dark brown, moist, loose 3.0 97 . 95.0 0 0 0 BOTTOM OF BORING 1 wnTe� �EVEL OBSERVATIONS ithr Ni When Checked 4 Days AB. -r WL None W.D. L VVL � None IL. p Jr- L.u. PROJECT Proposed Septic System Northern 11,44$44;6Colorado Geotech SAMPLES TESTS N -J CC co z C LiJ z> I w €C H w no- w zw EL uj CD 2 z0 cC [r 2956 29th Street, Unit 21 Greeley, Colorado 80531 Phone: 970-506-9244 Fax: 970-50E-9242 STARTED 10/9115 FINISHED 10/9/15 DRILL CO. Drilling Eng DRILL RIG E-55 LOGGED BY TK APPROVED DML NCO PROJECT NO. 272-15 272-h1 5.GPJ LOG OF =ORING No. 3 Sheet ' of I CLIENT SITE Dustin Christensen 7008 Weld County Road 54 Johnstown, Colorado ARCHITE.CTIE NGI NE ER PROJECT Proposed Septic System Ap.r�ox.. Surface E1ey.. 95.4 ft, 6" TOPSOIL 0.5 SILTY CLAYEY SAND Dark brown, moist, loose 3.0 GRAPHIC LOG 95S 88.4 ro • # fry f A e# BOTTOM OF BORING WATER LEVEL OBSERVATIONS \AIL None VV.D. 'L 5.5 A. a.. When Checked 4 Days A.B. DEPTH (FT.) teargratit 5 6 SAMPLES CC 2 3 z 0 1 SS North e rn AtinshColorado Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80531 Phone: 970-506-9244 Fax: 970-506-9242 - w WI w0 w o U 0 O 2 12 23 I - co w 0 CC o Ca 10/9/15 STARTED 10/9/1 5 DRILL CO. Drilling Eng LOGGED BY TIC TESTS FINISHED DRILL RIG CME-55 APPROVED DL NCC PROJECT NO. 272-15 2fl-i 5.GP LOG OF BORING No. 4 Sheet of CLIENT SITE MS II Dustin Christensen 7008 Weld County Road 54 Johnstown, Colorado ARCHITECT/ENGINEER PROJECT Proposed Septic System Approx. Surface Elev. _ 97.2 ft 6" TOPSOIL 0.5 SILTY CLAYEY SAND Dark brown, moist, loose 96.7 310 94.2 BOTTOM OF BORING 0 U- 0 n. 121 SAMPLES TESTS D 0> C12 C LIJ IX 0 :D � > C DC III C a 0i — is Z 1 k 0a_ WATER LEVEL OBSERVATIONS WL None W.D. WL None - B. An When Checked 4 Days A.B. Northern 400.0%\Colorado Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: 970-506-9244 Fax: 970-5©6-9242 STARTED 10/9/15 FINISHED 10/9/15 DRILL CO. Drilling Erg DRILL RIG C E -55 LOGGED BY TK APPROVED DML NEC PROJECT NO. 272-15 LOG OF BORING No. 5 Sheet 1 of 1 CLIENT SITE Dustin Christensen 7008 Weld County Road 54 Johnstown, Colorado IARCHITECT/ENGINEER PROJECT Proposed Septic System ApproK Surface Elev.: 95.8 ft _ ''"TOPSOIL 0.5 SILTY CLAYEY SAND Dark brown., moist, loose 5.0 BOTTOM OF BORING 0 0 0 95.3, 5 SAMPLES TESTS W -ern 0 > 1 A 0 CC z 0 CC CC 4�A 0 2 W C >rc LL D EL LIJ Z uj ,j W 4 a. W 20 I I— I WATER LEVEL OBSERVATIONS W'L L hrsi None gar. D. None AB. A When Checked 4 Days AR Northern 4,001%1SColorado Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone: 970-506-9244 Fax: 970-506-9242 STARTED 10/9/15 FINISHED 10/9/15 DRILL. Co. Drilling Eng DRILL RIG CME-55 LOGGED BY TK APPROVED DML NCG PROJECT NO. 272-15 LOG OF BORING No. 6 Sheet 'I of 1 U When Checked Days A B CLIENT SITE Dustin Christensen ARCH1TECT/ENGINEER 7008 Weld County Road 54 Johnstown, Colorado Approx. Surface Elev: 96.1 it 6" TOPSOIL 0.5 SILTY CLAYEY SAND Dark brown, moist, loose 956 3.0 93 1 BOTTOM OF BORING WATER LEVEL OBSERVATIONS VVL None I. 1I None A.B. PROJECT I a. Lu 0 4- 4. 4. Proposed Septic System SAMPLES TESTS C. CODCD Z w 2 W Northern Colorado 400AISIIISL Geotech 2956 29th Street, Unit 21 Greeley, Colorado 80631 Phone. 970-.566-9244 Fax: 970-506-9242 ILL CC Li 0 Ew 0 [C Ld U) 0 STARTED 10/9/15 FINISH 1019/1 5 DRILL CO.. Drilling. Eng LOGGED BY TIC DRILL RIG C M E-55 APPROVED DML L NCG PROJECT NO, 272-15 N r l Dustin Christiansen 7008 Weld County Road 54 Northern Colorado Geotech Project No. 27215 SITE CONDITIONS It is our understanding that a pole barn or similar building will be constructed at the site for use as a personal shop. The shop will have one bathroom in the structure — we will design the system as a one bedroom structure_ An existing residence its located on the lot northeast of the area of the shop and septic system.. The site is vegetated with native grasses and weeds. Surface drainage is poor to the southeast. The site is bordered to the north Weld County Road 4. A pond (Lakota Labe) borders the site to the south. Agricultural ground is located west of the property and another residence on an acreage parcel was observed to the east. The existing residence has an existing septic system located east of the residence. The existing system has a septic permit number of SP -'1400078. We are unaware of an existing septic permit for the site or the presence of natural or cultural features at the sole. A total of six percolation test borings and one soil profile boring were drilled on October 9, 2015. The percolation borings were drilled at depths ranging from of 3 to 5 feet and the soil profile boring was drilled to a depth - drilled - of 8 feet. The boring were drilled at the .vocations show on the Site Plan,Figure 1. Soils in the area of the proposed absorption bed consisted of silty clayey sand to a depth of 8 feet. Summary boring !cgs are attached with this report. Groundwater conditions were evaluated in each boring at the time of subsurface explorations, and one day after the drilling. Groundwater was encountered in the area of the proposed septic system at a depth of 5% feet. The borings were located in the field by pacing from property lines and/or existing site features. Relative surface elevations at the boring locations were obtained by measurements with an engineers levet from a temporary bench mark (TBM) shown on the Site Plan.. The accuracy of the boring locations and elevations should only be assumed to the lever implied by the methods used to determine each. SEPTIC SYSTEM DESIGN CRITERIA Percolation Test Results: Test Boring Noy Percolation late rninfin) 3 30 4 30 30 40 7 24 Jesiig ri Rate, Avg pert rate = 32rnirt/its, = Soil Type 2A with a LTAR of 0.5 Mirk Bed Area! O _ 1 Bedroom = 150 gallons per day Area = 150/0.5= 300* 12 (Bed)= 360sf Infiltrators = 360 * 0.. 7 = 252 / 12 = 21 Standard Quick 4's Dustin Christiansen 7006 Weld County Road 54 Northern Colorado Geotech Project No. 272-15 SEPTIC SYSTEM DESIGN SPECIFICATIONS. e e 1 4 t Septic Tank — Minimum = 1 Bedroom residential construction = 1,000 gallon tank. The tank will need to meet the specifications of Weld County Regulations 30-9-20. The lid of the tank must be sufficient to withstandthe load created by the burial depth of soil_ We are not aware of water soluble sulfate concentrations that would significantly affect a concrete septic tank. Risers must be used to provide access to the tank, . Infiltrators — Unimum of 21 Standard Quick 4 infiltrators in an absorption bed (4 wide by 5 and 6 long _ 21 Quick 4ts for an absorption bed) . Distribution Box - Installed level to provide equal distribution of effluent. Riser must be used to provide access to D -Box. 4. F3ackfill - 12 inches (minimum) of on -site soil. The top 4 inches shall be organic topsoil. 5. The system should maintain a minimum 1/ inch per foot slope from the house to the septic tank. The slope of the effluent lire from the tank to the absorption bed should be a minimum of 1/8 -inch per foot. Each run of infiltrators musthave an inspection port at the end of the run. GENERAL NOTES . .11 construction shall be in compliance with Weld County Health Dept and State regulations. 2. Ply devfiation, from the pare must he approved by WCHD and/or Northern Colorado Geotech Fir for to construction. 3. Groundwater was encountered in the soil profile boring ata depth of 51 feet. Therefore, the bottom of the absorption bed should be placed no more than 1% feet below existing site grade minimum of 4 feet above the groundwater). 4. MI parts of the field shall be located the minimum distances from land features including 100' f cirn any well, 50' from the on -site pond or ditch, 20' from all dwellings and 10' from all property ii yes. Me system shall be inspected by WCHD and/or Northern Colorado Geotech during critical 'lases of construction. 6. 'ositive drainage shall be provrHded to minimize surface runoff from entering the system. Ile top of the field shall be seeded or sodded with low-water demand vegetation to control ,)lion and aid evapo-transpiration. Large trees or shrubs should not be planted within 6 feet of fie d. #."1 la completed leach field should not be paved or driven over at any time, licensed septic system installer should be chosen by the client. A list of licensed installers is .Atailable from HD. The installer should use best construction practices during all phases of e septic system construction. 10. ,i .open mainlenance of the septic system will help lengthen effective life of the system. I ,.formation regarding septic system maintenance can be found through various on-line guides .-Huding the FHA manual "A Homeownerns Guide to septic systems". ri://w raepa.govio'wm/septicipubsihomeo nergalonp..pdf Dustin Christiansen 7000 i-ld County Road 54 Northern Colorado Gootech Project No. 272-15 INSTALLATION INSTRUCTIONS 1. Excavation should be performed in such a way as tolimit/eliminate traffic over the area of the ` .option bed. 2. °I wastewater line shall be constructed of compatible pipe, primer, bonding agent and fittings. 3. !se Schedulu 35 pipe except where piping is placed under driveways or roacvvays s - in these [locations use Schedule 40 pipe., 4. All system ►hi ping shall be bedded with select, granular material. Material may be on -site or nported material. 5. .ompact soils around tank and distribution box to ensure piping will remain level and setement 1�l not create bellies within the piping SEPTIC TANK SPEC, 1 BOTTOM OF TANK MAY BE PLACED AT A DEPTH UP TO 5'Q" BELOW EXISTING SITE GRADE (ANCHORAGE OF TANK MAY BE NECESSARY DUE TO SHALLOW GROUNDWATER) D Box ELEV. MAY BE FIELD ADJUSTED AS NECESSARY FOR P'OSITFVE FLOW SEPTIC SYSTEM CROSS -SECTIONS • _4 - _ _._,...._�SnatiffTetiWi - - SEED DR SOD TOP OF BED SOON AFTER CONSTRUCTION TO CONTROL EROSION AND AID EVAPO-TRANSPIRATION SLOPE FOR POSITIVE DRAINAGE APPROVED BACKFILL. SPEC, 4 Allthk INFILTRATORS SPEC, 2 SILTY CLAYEY SAND 2 2 GROUNDWATER SEPTIC SYSTEM DES rGN PROPOSED SEPTIC SYSTEM , JOHN; T 'V N, CCLO ., L) FOR DUSTIN CHRISTIAANSEN EXISTING GRADE l Northern AtliColorado GeoteCh 295629th Streets Unit 21 Greeley, Coic rade 80831 Phone: (970) 5 524 Fax: (970)x-9242 Pscied 272-15 Little Thompson Water District 835 E Highway 56, Berthoud, CO 80513 (970) 532-2096 www.6twd,org Office Hours: M -F 7am 5pm Customer Name: JAMIE A MCGILL INSTRUCTIONS Bill Print Date: 09/30/20 SERVICE ADDRESS 7008 WCR 54 ACCOUNT NUMBER 664902 10/25/20 34234 FOR ONLINE ACCOUNT ACCESS AND PAYMENT OPTIONS ARE ON THE BACK OF THE BILL Previous Read Date Reading 08/24 2053831 Current Read Date Reading 09/23 2138426 Water Usage Biking Detail Usage Calculation: Level 1: 6000 .0025 = $15.00 Level 2: 19000 .00314 = $59.66 Level 34 25000 .00►37 v S92.50 Level 4: 34595 @ .00425 = $147_0►3 Usage Calculation Total: $314.19 225 100 135 90 45 0 THOUSAND GALLONS USED Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct WATER USAGE YTD 714,385 Days 30 Current Period Usage 84595 Balance Forward Payment - Thank you! 09/23/20 Adjustments Water Base Water Usage Total Current Charges Message: Follow us on Facebook at https:hrwww.facebook.com/LittleThornpsonWater. Same Period Year Ago U. .3545 AMOU NT 556.93 556.93 .00 28.15 314,19 34234 PAY THIS AMOUNT 342.34 PLEASE DETACH AND RETURN BOTTOM PORTION WITH YOUR PAYMENT Little Thompson Water District 835 .E Highway 56, Berthoud, CO 80.513 193 1 Av 0.386 4-1 1111I.IIII�I'liI jhIII�1'1�1�11111rIII' ��®1 JAMIE A MCGILL CHRISTENSEN, DUSTIN 7008 COUNTY ROAD 54 JOHNSTOWN, Co 80534-9604 -111Ple I 0OD66 490 40'00034'345 Please write your account number in the memo line of your check Service Address REMIT TO tIIIIIiiiIIIIiII`Iiiuuil1.11IIsiIIIIusllI111111I1 FIIi.IjiIIIuI;II LITTLE THOMPSON WATER DISTRICT 835 E. STATE HWY 56 BERTH OUD, CO 80513-9237 -J Change of address? LT -1007-14 Phone: i ISDS Indexing HOV Services - Scanning Permit #: SP -0700019 Situs Address: 7182 LAKOTA LAKES RD Situs City, State, zip Sec!Town!Range: 29 -05N -67W Parcel # 095729202002-R3945905 Owner Name: THOMAS BRADFORD & SUE Owner Address: 1633 SILVER LEAF DR LO ELAND,CO 80537 Permit Type: Residential Business Name: BINDER BUILDING INC Owner Phone: 970-663-6362 Other Phone: 970-669-3823 In formation above has been Verified in Accela by employee noted below February 19, 2008 X Processed b Date of Sn Application Number: App Type: Applicant Name: r ;+Meld Colin Septic Permit - Final SP -0700019 Health\ ResidentiailN ew\Septic KEVIN BINDER BINDER BUILDING INC 1633 SILVER LEAF DR LOVE LAND, CO 80538 Owner Name: THOMAS BRADFORD & SUE Parcel #: 095729202002-R3945905 Legal Dec: LLRC L2 LAKOTA LAKES RANCH PUD CORR Site Address: 7182 LAKOTA LAKES RD Environmental Health Services De anent 1555 N. 17th Avenue Greeley, CO 60631 Phone: (970) 304-6415 Fax: (970) 304-6411 www.co_weld.co. us Finaled Status: Ready to Final Applied: 02/12/2007 issued: 0710312007 Finaled: ` - _ Ts/hotel 1/2 Bathrooms 3/4 Bathrooms Application Date Associated Building Permit Associated Building Permit Number Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Other Water Supply Utility Parcel Acres Private Water Supply Private Water Supply Permit Reference Number Public Water Supply Public Water Supply Utility Repair Reason Type Septic Permit Expiration Date Waive Fees Waive Fees Comment Year Installed 2 0 02/12/2007 Yes No 2 7182 LAKOTA LAKES RD, LAKOTA LAKES RANCH 3 2 a68 Yes LITTLE THOMPSON 02/12/2003 No Test (Si#` ' .__._ Engineer Design Required Engineer Evaluation Received Engineer Job Number Engineer Letter Received Ground Slope In 100 Year Flood Plain Limiting Zone Feet Limiting Zone Inches Limiting Zone Qualifier Percolation Rate Qualifier Percolation Rate Value Slope Direction Soil Description Soil Type Suitable Variance Required No Yes 5193-12-01-01 No No 7 0 Greater Than Equal To 52.5 I GROUNDWATER Yes No s tilDe Minimum Installation: r Septic Permit - Final I Absorption Bed Absorption Trench Additional Terms and Conditions Bed Option 1 Bed Option 2 Bed Option 3 Chamber Option 1 Chamber Option Chamber Option 3 Septic Tank Size Trench Option 1 Trench Option 2 Trench option 3 Weld County Environmental Health Services, Department 6. 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-8415 Fax: (970) 304-6411 wvwv.co.weld.co. us t 1860 1431 Based on engineer evaluation. Permit revised back to 3 bedrooms. Bottom of system must be no deeper than 2 feet below existing grade. All Weld County Regulations apply. 60 102 129 Biodiffuser Infiltrator Quick4 ARC 36 1000 46 73 65 Actual Installation: • Septic Tank: IVegoc> gallons Absorption Trench: Absorption Bed : (4%0 Design Type: C • Ar. Chamber Model • �sqft sq ft Chambers NOTICE The issuance of this permit does not imply compliancewith 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 Weki 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 was contingent upon the final inspection of the completed system by the Weld County Department of Public Heath and Environment. Envi on wntal Health Specialist COLORADO F Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6410 Fax: (970) 304-6411 www.00,weldto.us Septic Permit - New dditi*n his permit is subject to the tollowing addi nal ter As and conditi. kfl (iSaaittikeetU, ,$ , . 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 faiirue 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 Evnironrnent 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. Th Enirironrrtental Health Specialist \\1 i N I I I i i i i 4 l i I h I rj 1 I a5' 1(3W I .1 i I i 0 S?O9O0OI 9 ICeef cwg P� LatO Lakz5Rd } tct-317 • \cf, grocle 1e ooaoanno Septic Permit - New Application Number: SP -0700019 App Type: Hea Ith\Residential\N ewleptio Applicant Name: BINDER, KEVIN BINDER BUILDING INC 1633 SILVER LEAF DR LOVELAND, CO 80538 THOMAS BRADFORD & SUE 095729202002-R3945905 LLRC L2 LAKOTA LAKES RANCH FID CORR Owner Name: Parcel Number: Legal Desc: Site Address: 7182 LAKOTA LAKES RD Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6410 Fax: (970) 304-6411 www.00.weld.co.us Applied: 02/12/2007 App Specific Info: 1/2 B.athrtapitOinU 3/4 Bathespdraft �j� Applicatio ri•� � /'�'YZ'2007 AssociatedBuPermit— Yes Associated Building Permit Number Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Other Water Supply Utility Parcel Acres Private Water Supply Private Water Supply Permit Reference Number Public Water Supply Public Water Supply Utility Repair Reason Type Septic Permit Expiration Date Waive Fees Waive Fees Comment Year Installed Percolation Rate Gil No 2 2.68 • •.. T.. OTA LAKES RD, LAKOTA LAKES RANCH 0 Yes LITTLE THOMPSON 02/12/2008 No Limiting Zone ft in Description got __-- �J % Ground Slope a Direction Soil Suitable (Y/N) Engineering Design Required (Y/N) \)1,0 in 100 Year Flood Plain (Y/N) 1� From the application information supplied and the on -site soil percolation data the following minimun installation specifications are required: Septic TankIQP?allons Absor tion Trench�' - � - - sq ft or Absorption Bed 140 Chambers: BioDiffuser Infiltrator Quick4 Standard or Hi Capacity BioDiffuser ARC 36 Standard or Hi Capacity Trench Trench Trench Bed Bed Bed sq ft Jul 17 0? 05:20p p.2 CDSEngineerino Corporation July 17, 2007 Mr. Kevin Binder Binder Building, Inc. 1633 Silver LeafDr. Loveland, CO 80538 RE: Lot 2, Likota Lakes ch, Weld County, Colorado CIS Engineering Project No.: 07.4501 Dear Mr. Binder, ate On July 12, 2007, we observed a test pit excavated near the north end of the proposed leach field, at the above referenced site. The purpose of this observation was to verify the depth of groundwater at the site. . a You have informed us that the Geotechnical and Percolation Exploration report, by KivaEngineering, Inc., (Project #5193-12-01-01, dated November 29, 2006) states that the bottom of the leach field shall be no deeper than two (2) feet below original grade. In this report, groundwater was encountered at a depth of seven (7) feet below grade, in the percolation test area. During our test pit observation, we observed groundwater at approximately seven and one half (7 1/ ) feet below grade. According to the Weld County ISDSR, there must be a four (4) foot vertical separation from the bottom of the bed to any finishing condition, which, in this case is the groundwater. Based on the Weld County ISDSR, the above referenced report and our observations, it is our opinion that the bottom of the bed could be placed up to three (3) feet below original grades. The conclusions and recommendations presented in this letter are based solely on a review of the referenced materials. Our review was limited to the items described in this letter, unless otherwise noted. If you have any questions, please feel free to contact our office. FOR AND ON BEHALF OF CDS ENGINEERINGCORPORATION Respectfully, Kevin F. Becker, RE. fc: Pam Smith, Weld County Health Department 165 2nd Street S.W.. Loveland, CO 80537 • (970) 667-8010 • Fax: (970) 667-8024 S FOR OFFIcF USE ONLY ISDS APPL!CA11ON FLOW SHEET Ovvner.4111/4MM. Location:_ 1 lg Date Parcel Number Received Inforrna1on Form Complete Map Drawing Received Flood Plain? Yesitflo tte Inspection Date - Engineer Design'?. Ye No Date Staff Approval Sent Date Staff Approval Reed Fero Data Entered in Computer Date of BON Approval Eng Approval Letter Sent (Letter, Permit, BOIL Review) Date of Final inspection Permit* li3/4/70DpiCi Legal Description: os qrsatto9 Comments . Erg Final Inspection Letter Reed Variances Needed?' Y o Staff Approval san.----------.7 Sent Vice ries . kec'd \Adana Staff Approval Variance SOH Appal - Variance BOH Approval Sent (Variance, BOH Review) Addttio l Co (44- 5 se Vii&.3./. _ Fille°113114.644. eallaSaSimiMe Not:zNVIRONUENTAL. HEALTH SERVI OFLO . COLORADO Application Number: App Type: Applicant Name: t Owner Name: Parcel Number: Legal Desc: • • Septic Permit a New SP -0700019 Health\Residential\New\Septic BINDER, KEVIN BINDER BUILDING INC 1633 SILVER LEAF DR LOVELAND, Co 80538 THOMAS BRADFORD & SUE 095729202002-R3945905 LLRC L2 LAKOTA LAKES RANCH PUD CORR Site Address: 7162 LAKOTA LAKES RD Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6410 a Fax: (970) 304-6411 www.co.weld.co.us .r r f aa• . Applied: 02/1212007 r nut_� r �W lS App Specific Info: 112 Bathrooms 2 314 Bathrooms o Application Date 02/12/2007 Associated Building Permit Yes Associated Building Permit Number Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Other Water Supply Utility Parcel Acres Private Water Supply Private Water Supply Permit Reference Number Public Water Supply Yes Public Water Supply Utility LITTLE THOMPSON Repair Reason Type Septic Permit Expiration Date 02/12/2008 Waive Fees No Waive Fees Comment Year Installed Percolation Rate cit5 No 2 _. 71,821AI(OTA LAKES RD, LAKOTA LAKES RANCH 2 _B I\Limiting Zone ft % Ground Slope ae— Engineering Design Required (Y/N) Direction ILO in Description Oda Soil Suitable (Y/N) In 100 Year Flood Plain (Y/N) From the application information supplied and the on -site soil percolation data the following minimun installation specifications are required: Septic Tank gallons Absorption Trench s f# or Absorption Bed R 9a o s� � g R 9U Chambers: BioDiffuser Infiltrator Quick4 Standard or Hi Capacity BioDiffuser ARC 36 Standard or Hi Capacity Trench Trench Trench sq ft Bed Bed Bed WI - I. r Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-54i0 Fax: (970) 304-64i 1 Septic Permit - New % �, m„w.co.We,d.ca.us - •; iti' n, is - *itpermit is subject to the ollo sing adds • na.l ter. is and conditi. ss 1 II . I At Ints? eat oth Ai% 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 arggnqn-r fundabie, 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. En ironmental Health Specialist 1(312, COLORADO Application Number SP -07000119 App Type: Applicant Name: Septic Permit - New Health\ResidentiaRRNewt eptic BINDER BUILDING INC/BINDER KEVIN 1633 SILVER LEAF DR LOVELAND, CO 80538 Owner Name: THOMAS BRADFORD & SUE Parcel Number: 095729 Legal Desc: Site Address: ,a Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6410 Fax: (970) 304-6411 vvvvw.co.weld.co.us Applied: 02/12/2007 App Specific Info: 1/2 Bathrooms 3/4 Bathrooms Application Date Associated Building Permit Associated Building Permit Number Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Other Water Supply Utility Parcel Acres Private Water Supply Private Water Supply Permit Reference Number Public Water Supply Public Water Supply Utility Repair Reason Type Septic Permit Expiration Date Waive Fees Waive Fees Comment Year Installed C 2 " a 02/12/2007 6 Yes -, No 2 7182 LAKOTA LAKES RD; 2.68 LITTLE THOMPSON No LITTLE THOMPSON 02/12/2008 Percolation Rate Cal �J % Ground Slope AKOTA LAKES RANCH • uniting Zone ft - in Description liesur Direction Soil Suitable Of Engineering Design Required (Y/NYVIA) In 100 Year Flood Plain (YIN) From the application information supplied and the on -site soil percolation data the following minimun installation specifica Septic Tank t gallons Absorption Absor tion Trench PCP Chambers: BioDiffuser Trench Infiltrator Quick4 Standard or Hi Capacity Trench BioDiffuser ARC 36 Standard or Hi Capacity Trench sq ft or Absorption Bed are required: sg ft Be0 Bed Bed cc, Weld County Environmental Health Services Department 1555 N. 17th Avenue - Greeley, CO 80631 Phone: (970) 304-6410 Fax: (970) 304-6411 www.comeld.co.us Sm additi. , this permit is subject to ..the fie o.�. i • mawin • - ddition ( errs -,nd conditions), . ,_ . Ainkmnsimifidninspitrg•m_ ��_ * 1 s a kiii a J1LfiJtQ1) VAR., at S. Septic Permit - New 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 . tt Is non -transferable and non-refynapb. Before issuing final approval of this permit the Weld County Department of Public Health and Evnironnient reserves the fight 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 Health Specialist (-0122(re WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 NORTH 17TH AVENUE GREELEY, COLORADO 80631 PHONE (970) 304-6415 FAQ (970) 304-6411 Perrnit #: Owner: Applicant: Permit Type: Parcel it: Location: Legal Desc: SP -O700019 ec/TwniRng: 29-05-67 THOMAS BRADFORD & SUE BINDER BUILDING INC/BINDER KEVIN HEW 07 -Commercial, R=Residential 4- NEW, REPair, VauLT 0957-29- - - 7182 LAKOTA► LAKES RD, LAKOTA LAKES RANCH PERMIT Applied: 0 2/12/2007 Description: HOUSE & SHOP Commercial: N # of Persons: # of Bedrooms: Water Public: Water Private: N Residential: Y Basement Plumbing: N throoms - Full: 2 3/4: 0 1/2: 2 Wate ou.rce: LITTLE THOMPSON Cistern: Well: N Well Permit Number: Acres: 2.68 - Percolation Rate 6..7.5 Limtti.n ! Zone ft o ins . Description _ % Ground Slope —A— Direction N. -lee Soil Suitable (Y/N) Engineer Design Required YiN) _ Nm 100 Year Flood Plain (1714) From the application information supplied and the on -site soil percolatio data the following minimum installation specifications are required: Septic Tank - i coo gallons, Absorption Trench sq ft or Absorption Bed I teloo sq ft Chambers: Infiltrator or Hancor Standard or Hi -Capacity, EQ36 or Bi' I ifruser Trench qt.. Bed (4pc, Infiltrator Quick4 • Trench '}3 Bed t ea - Hancor Narrow (15in) Envirochamber Trench (,pS Bed ,fad In addition, this permit is subject to the following additional terms and condi 'ons: eateet, csfrd aack3 is NOTICE This permit is granted temporarily to allow construction to commence. This permit may be revoked or suspended ' the Weld County Department of Public Health and Environment for reasons set forth in the Weld County Individual Sewage Disposal stem Regulations including failure to meet any term or condition imposed thereon during temporary or final approval. The seance of this permit does not constitute assumption by the department or its employees of liability for the failure or inadequacy of the ewage disposal system. This ermit is non transferable and non refundable. Before issuing final approval of this permit the eld 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 is contingent upon the final inspection of the completed system by the Weld County Department of Public Health and Environment. Form: S_PERMITN En iro ntal Health Specialist ` so Date r ! t I it s WELD' COUNTY DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT 1555 NORTH 17TH AVENUE, GREELEY, CO 80631 PHONE: (970) 304-6415 FAX: (970) 304-6411 WEBSITE:WWW.CO.WELD.CO.US Copy Reprinted on 02-12-2007 at 16:13:42 Ire APPLICATION I RECEIPT Initials: SO Permit Number: SP -0700019 Receipt Number: HAP -07020 02-12-2007 Amount: $470.00 Payment Method: Check Notation: 7403 Owner Name: THOMAS BRADFORD & SUE Applicant Name: BINDER BUII. P 'NG INC/BINDER DER KEVIN Parcel Number: 095729 Location: 7182 LAKOTA LAKES RD} LAKOTA LAKES RANCH Account Code 2560-41400-4221-4203 2560-41400-421-4203 2560-41400-4221-4203 2560-41400-4221-4203 Description: HOUSE & SHOP Commercial: (YN) N Number of Persons: 2 Number of Bedrooms: 3 Water Public: (YIN) Water Private: (Y/N) N Description New Septic Permit Repair Septic Permit Vault Permit Variance Request Residential: (YIN) Y Acres: 2.68 Basement Plumbing: (YIN) N Bathrooms: Full - 2 3/4: 0 1/2: 2 Water Supply: LITTLE THOMPSON Cistern: (YIN) N Well: (Y/N) N Amount $470.00 $0.00 $0.00 $0.00 Well Permit Number: TERMS AND CONDI TI S A permit fee, as set by separate ordinance 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 roan-rafundablw permit a icati s�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 1SDS 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 perrnits 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 certifies 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 of perjury as provided by law. Owner Applicant Form: RT APP cl2 /02-0 72 - Date r ! 1 COLORADO PARCEL NO.:9e5---- . 77 — 2 fe 0 2 es c, 0.0Z (12 DIGIT NUMBER) CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650 SP-wboaq SEPTIC INFORMATION FORM APPLICANT NAME: To obtain an I.S.D.S. permit, one must file an "application for Individual Sewage Disposal System" at the WeldCounty 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. r -ewe* nate MAILING ADDRESS:igen £'4re An yea x:;, 4rd ST CAD ZIP arcenirt" HOME PHONE: (%J?r?)One 6r6z WORK PHONE 3/9a SY,T�FAX { }__ -- PROPERTY OWNER: �d -7-7.0ten MAILING ADDRESS: al • trail CITY tee 4.,01 ST Cs zip PO ri HOME PHONE: (47A2 ) 169 5Pdu WORK PHONE �tflA(rign, FAX (_) 3Q.3 LEGAL DESCRIPTION PT PT SEC 29 TWN RNG 72 ACRES 26S1v SUBDIVISION Leto 4:4ale,j DESCRIPTION OF BUILDING (EX: HOUSE, MOBILE HOME, MODULAR, SHOP, OFFICE) 04.-"t'lane _...erS2 LOT � BLOCK FIUNG SITE ADDRESS ?/n DIRECTIONS TO SITE COMMERCIAL PERMIT NEW or REPAIR $600.00 VAULT PERMIT NEW or REPAIR $150.00 r 0 2 RESIDENTIAL TIAL PERMIT NEW or REPAIR $470. MAO REPAIR PERMIT _ What is be g repaired? $ 100.00 • IF OBTAINING A REPAIR. PERMIT, PLEASE LIST PREVIOUS OWNERS OF THE PROPERTY: FLOOD PLAIN YES NUMBER OF PERSONS NUMBER OF BEDROOMS WATER SUPPLY: PUBLIC • CENSUS TRACT Pi BASEMENT PLUMBING YES BATHROOMS: FULL 2 3 a NO NAME L PRIVATE YES NO CISTERN YES / • A/0 Oreetser WELL YES / WELL PERMIT # • PERC HOLES MARKED FOR INSPECTION BY SPECIALIST NO a Feb 13 07 0923a Irs • Sue Thomas,Glass Artist M 9706673792 p11 I AUTHORIZATION FORM PERMIT APPLICATION I..D..SS EVALUATION SALE OF PROPERTY • 1-1 WATER SAMPLE • IZenskt ficamain, represent e r the property (AgentiAPPlicial) located at , t e (owner) • LEGAL DESCRIPTION: SEC 2'? 'MN d3 RNG ‘ � SUBDIVISION NAME: ' e,r an.- 4. LOT 2 BL I can be contacted at the following phone #'s: Home q 70 _l6 S' G .eG Work 9 72, Rio f. arse The property owner can he contacted at the following phone #'s a xome97v _GE5' 3 P 2 3 wok 3O 3 PP/ Ffl/ FaxN Correspondence mailed to (oily one): arekgent/Apilicant Q Property Owner DATE /2- 07 OWNER'S SIGNATURE�. + .. Ldtents. f //eve .P-./ r p S r i Plot Plan i A- rte, • • j 15 •, N N 44. 111 • • • 4, scale 1" = 50' Date February 8, 2007 - 7182 Lakota Lakes Rd. Owner. Brad & Sue Thomas 27793 Hopi Trail. Loveland, CO 80537 •970-69-3823 4 ta- le'eft SNAP • ti's .•. •-•1� irr s• J IJ•• Builder: • Binder Building, -Inc. 1633 Silver Lam`Dr. Loveland, CO 80538 970-310•25537 C • are a I 4 i 338.3 t tii/ti inline-eri”, Inc. S₹n+ttural 9eflakniaU Giyil GEOTECHNICAL AND PERCOLATION EXPLORATION FOR LOT 2, LAKOTA LAKES RANCH, WELD COUNTY, COLORADO Prepared for: Binder Building, Inc. 1633 Silver Leaf Drive Loveland, Colorado 80538 November 29, 2006 Project No.: 193-12-01-01 Prepared By �rZiffineerthiy, Inc. 5110 Granite Street, Suite D Loveland, Colorado 80538 f Zninetrin, Structvtrpi 9ectecknics4 November 29, 2006 Binder Building, Inc. 1633 Silver Leaf Drive Loveland, Colorado 80538 RE: Geotechnical and Percolation Exploration for Lot 2, Lakota Lakes Ranch, Weld County, Colorado iva Engineering, Inc. Project o.:5193 -1 -01-01 Gentlemen: The enclosed report presents the results of a geotechnical and percolation exploration for the above referenced project. This report contains the results of our exploration and recommendations concerning design and construction of the foundation, ground -level floor systems and slabs -on - grade. In summary, silty clays were encountered over gravelly sands to the depths explored. Although the soils appear to be suitable for support of the proposed home, care will be needed in both the design and construction of the building to minimize the potential for foundation and floor slab movement. Site conditions indicate that a standard absorption sewage disposal system is suitable at the test site. We appreciate the opportunity to be of service to you on this project. If you have any questions, please feel free to call. Sincerely, inirinetrinl, Inc* r1 tseti 1� vo mot 'it; Gary J. Higgins, Geologist 4#6.6 RE P..•se Ise F a " Q,4 t •O w . • . • • Kevin F. Becker, RE., Ves'• \ikkee 1 Chief Geotechnical Engineer .."164:51: \Documents1Binder Bldr4Lakota Ridge «J 9'3-12-1-1 S&P Report.wpd Main Office 5110 Granite Street, Suite D Loveland, Colorado 80538 Phone:(970) 663-0138 Fax: (970 663-1660 loveland ivaengineering.00m www.kivaengineering.com • t S i • Branch Office 500 ICirrtbark Street, suite 101 Longrmont, Colorado 80501 Phone: (303) 70.E-0661 Fax: (303) 774-8413 Longmont@kivaengineering.Com TABLE OF CONTENTS SCOPE SITE DESCRIPTION FIELD EXPLORATION LABORATORY TESTING PROCEDURES EDUR ES SUBSURFACE CONDITIONS FOUNDATION RECOMMENDATIONS FLOOR SYSTEMS AND SLABS -O1' -GRADE • BELOW -GRADE FLOORS AND SUBDRAINS Page 1 Pagel Page Page 3 Page 3 Page 5 Page 7 Page 9 Page 10 Page 12 Page 14 EARTHWORK { PERCOLATION INVESTIGATION GEOTECHNICAL LIMITATIONS r LIST OF FIGURES BORING LOCATION AND SITE MAP LEGEND OF SYMBOLS SUMNIARY LOG OF BORINGS SWELL/CONSOLIDATION CURVES GRAIN SIZE DISTRIBUTION CURVES PERCOLATION TEST FORM LIST OF TABLES Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 SUMMARY OF LABORATORY TEST RESULTS Table 1 APPENDICES APPENDIX A - TYPICAL FOUNDATION DRAIN DETAILS Al - A2 APPENDIX B - GENERAL FILL PLACEMENT SPECIFICATIONS B1 - B3 Lot 2, Lakota Lakes Ranch Page I KIWI Project o, :5193-12-01-N t' November 29, 2006 SCOPE The following report presents the results of our geotechnical and percolation exploration for the proposed residential structure to be located at Lot 2, Lakota Lakes Ranch, Weld County, Colorado. The building is anticipated to be of typical wood frame construction. Walkout basement construction with a cast -in -place concrete fatmdation is anticipated for this structure. The depth of foundation construction is anticipated to be five (5) feet below grades which existed at the time of this exploration. Final grades may be adjusted to accommodate drainage and construction depths. The purpose of this exploration was to identify subsurface conditions and obtain the test data necessary to provide recommendations for design and construction of foundations, below -grade floor systems and slabs -on -grade and sewage disposal system. The conclusions and recommen- dations presented in this report are based upon the acquired field and laboratory data and on previous experience with subsurface conditions in this area. The Soils Engineer for the project is defined as the company or independent Soils Engineer formally appointed as such by the Owner/Developer to verify the construction and soil conditions are in conformance with the assumptions and recommendations of this report. Although it is understood that another company/individual may provide these services, it is recommended that Kiva Engineering, Inc., be appointed the Soils Engineer for this project to maintain consistency and focus. SITE DESCRIPTION The site is located northwest of Johnstown, east of County Road 15, south of County Road 54 and on the south side of Lakota Lakes Road. The site is generally in a plains area and is primarily vegetated with grasses. At the time of our exploration the site was partially developed with utilities andpaved roads. The site -on the r6± acre parcel is relatively level. Lakota building Lakes, reclaimed gravel pit mining features, were located approximately one hundred sixty (160) feet south of the proposed leachfield area. No rock outcrops were noted onsite. 1 graphical depiction of the site is provided as the Boring Location Map, Figure No. 1. Lot 2, Labia Lakes Ranch Page 2 Kiva Project o.:5193 -12-0I-0! November 29, 2006 FIELD EXPLORATION The field exploration was conducted on November 9, 2006. The field exploration consisted of drilling, logging and sampling two (2) borings within the approximate building envelope on the - site, as indicated on the Boring Location Map. The borings were drilled to depths ranging from eight (8) to twenty five (25) feet using a truck -mounted continuous flight auger drilling rig. Percolation tests were conducted on November 10, 2006. • The boring locations were established by Kiva Engineering, Inc, personnel based on stakes provided by Mr. Kevin Binder. The location of the borings from the referenced features are approximate and were made by pacing. Angles for locating the borings were estimated. The boring locations should be considered accurate only to the degree implied by the methods used to make those measurements. Logs of the boring operations were compiled by a representative of our firm as the borings were advanced. The graphical logs of the borings are presented in Figure No. 3. Soil sampling was concentrated at approximate foundation -influence elevations. The approximate location of soil and rock contacts, free groundwater levels, samples and standard penetration tests are shown on each boring log. The transition between different strata can be, and often is, gradual. The descriptions of the soil and/or bedrock strata are based, primarily, on visual and tactual methods which are subject to interpretation pending other methods, classification systems and/or tests. An index of relative density and consistency was obtained in general accordance with the procedures of the standard penetration test, ASTASTM Standard Test D-1586. The penetration test result listed on the log is the number of blows required to drive the two (2) inch diameter split - spoon sampler twelve (12) inches (or as shown) into undisturbed soil by a one hundred forty (140) pound hammer dropped thirty (30) inches. Undisturbed samples for use in the laboratory were collected using three (3) inch D.D. thin wall samplers (Shelby) in general accordance with sections of ASTM D-1587. In this procedure, a seamless steel tube with a beveled cutting edge is pushed hydraplically into the ground to obtain Lot 2, Lakota Lakes Ranch Page 3 Kiva Project No.: 519342-01-01 November 29, 2006 a relatively undisturbed sample of cohesive or moderately cohesive soil. A two and one-half (2%) inch O.D. California Barrel Sampler was also used to collect partially disturbed samples. All samples were sealed in the field and preserved at natural moisture content prior to testing. LABORATORY TESTING PROCEDURES The recovered samples were tested in the laboratory to measure their thy unit weights, natural water contents, and for classification purposes. Selected samples were tested to determine strength and stability characteristics such as swelling, compressibility, collapse and shear strength. One dimensional swell/consolidation tests were performed on selected samples to evaluate the expansive, compressive andcollapsing nature of the soils and/or bedrock strata. In the swell/consolidation test, a trimmed specimen is placed in a one-dimensional confinement ring and a vertical load of 00 psf, or pounds per square foot, is applied. The sample is then inundated with water and allowed to swell or consolidate until no further change in volume is recorded. The confining load is then incrementally increased until the specimen is compressed to its original volume. Results of those tests are presented at the end of this report. A calibrated hand penetrometer was used to estimate the approximate unconfined compressive strength of selected samples. The calibrated hand penetrometer has been correlated with unconfined compression tests and provides a better estimate of soil consistency than visual examination alone. As part ofthe testing program, gradation analysis were conducted on selected samples to determine the texture of the soils. SUBSURFACE CONDITIONS In summary, silty clays were encountered over gravelly sands to the depths explored. Free groundwater was encountered in the borings. Refer to the attached boring logs and summary of laboratory tests. CLAY- Clays with moderate amounts of silt were encountered in the upper seven (7) feet of Test Hole Nos. 1 and 2. The clays appear to be blocky, slightly moist to moist, stiff, and brown in 1 Lot 2, La/coza Lakes Ranch Page 4 Kiva Project No.:519342-01-0/ t 93-12-01-01 ovember 29. 2006 color. The clays exhibit moderate bearing capacities with a high swell potential as determined by our test. SAND- Sands with moderate amounts of gravel and trace amounts of silt were encountered from below the upper clays and extended to the depths explored of the test borings. The sands appear to be moist to wet, medium dense to dense, and brown in color. The sands exhibit moderate bearing capacities with no anticipated swell potential. Due to the often variable nature of soil deposits, it is impossible to fully characterize the strength and swelling properties of these materials at all depths at any given site. Strata may exist at the site which possess higher or lower swell potentials than these tests indicate. GROUNDWATER- Groundwater levels were recorded as the borings were advanced, immediately after completion of and twenty four (24) hours after the drilling operation. At the time of our field exploration, free groundwater was encountered in Test Hole Nos. 1 and 2 at depths ranging from seven (7) feet to nine (9) feet. The groundwater table can be expected to fluctuate throughout the year depending on variations in precipitation, surface irrigation, and runoff on the site. Any irrigation ditches, ,wales, gullies, drainage structures or other water features in the vicinity of the site can influence the depth to groundwater at the site and can contribute to the variability in groundwater levels. The groundwater levels recorded and/or described represent the free, static water levels after equalization of hydrostatic pressures in the borings. This means that the groundwater levels recorded in the borings may not be present at those levels in the excavations. Flow rates, seepage paths, hydrostatic pressures, seasonal groundwater fluctuations, water quality and other factors were not determined in this exploration. A program, which may include special well construction, test procedures, long-term monitoring program and analysis, would be necessary to determine these factors. Lot 2, Lakota Lakes Ranch Page 5 Kiva Project No.:5193-12-01-0I 5193-I2-OI -OI November 29, 2006 FOUNDATION RECOMIKENDATIONS The silty clays tested at the site exhibit moderate swell potentials. Foundations placed directly on the upper clays have the potential to create adverse movements to conventional footing foundation systems and floor slabs. We recommend all footings be placed below the upper, drier clays, approximately five feet below original grade or the upper level (garage, crawl space) footings be supported over a stabilized sand or washed gravel mat of at least three () feet thick. Additionally, groundwater was encountered at a depth of eight (8) feet. We recommend all footings be kept three (3) feet above the groundwater. SPREAD FOOTINGS- Based on conditions observed in the field, laboratory tests and the anticipated bearing loads, we feel that the structure could be supported by a continuous spread footing and isolated pad foundation. The footings should be placed on the undisturbed, native silty clays, and should be five (5) feet below original grade and kept at least three (3) feet above the groundwater. The footings should be designed for a maximum allowable bearing pressure of 1500 pounds per square foot (dead load plus live load) with a minimum dead load of 500 pounds per square foot. Portions of the footings may need to be constructed with void materials in order to provide the required minimum dead load. If isolated areas of unacceptable soils, fill or trash are exposed during final footing excavation, these areas should be removed down to acceptable soils prior to placement of the footings. Footings can then be -placed directly on the acceptable soil, or the excavation can be backfilled up to the desired footing bearing elevation with select, approved fill. The fill should extend a minimum 1'A times the footing width beyond the edges of the footings. Fill beneath the pads should extend a minimum of two (2) feet beyond the edges of the pads. All fill should be placed, compacted, tested and approved in accordance with the recommendations contained in the Section "Site Grading and Utilities", and Appendix 13 of this report. The following recommendations should be followed in the design of the foundation system: 1. All footings and pads should bear below frost depth. Frost depth in this area is considered to be thirty (30) inches. Lot 2, Lakota Lakes Ranch Page 6 Kiva Project . o.: ,5193-12-01-01 November 29, 2006 2. Foundation walls should be reinforced to span an unsupported length of ten (10) feet. Rebar should be run continuously around corners and should be properly spliced. Foundations should be designed by a Registered Professional Engineer for the conditions described in this report. 3. All footings and pads should bear on similar strata. 4. We recommend the performance of an excavation inspection to make a final determination of foundation type and validate these recommendations. A test pit should be excavated at least three (3) feet deeper than the foundation elevations to expose the supporting soils for the inspection. The test pit shall be excavated at least five (5) feet away from any footing or pad locations. The test pits shall be fined and well compacted after all observations have been made. 5. Refer to the FLOOR SYSTEMS AD SLABS -ON -GRADE section of this report for recommendations for below -grade floor systems and slabs -on -grade. 6. To prevent over -drying, over -moistening or deterioration of the exposed soils prior to placement of the footings, the excavation should not be left open for an extended period of time. In the event that the excavation is left open for more than one week after the open hole inspection, or if rain, snow melt or groundwater has accumu- lated in the excavation, the Soils Engineer shall be notified for a re -inspection to determine the condition of the supporting materials and make recommendations for remediation accordingly. 7. Footings or pads shall not be constructed on frozen ground, topsoil, unapproved f j l l s or other deleterious materials. Loose soil shall be removed from the footing forms prior to placing concrete. 8. Footing and pads shall not be placed on sloped surfaces unless provisions for dowels or keyways are designed to accommodate these conditions. 9. To avoid disturbance of supporting native soils, excavations in the soft soils should be conductedwith equipment which does not produce wheeled traffic in the excavation. The assignment offoundation types and these recommendations should not be considered absolute. Due to the inherent variability of soil conditions at any given site, the type offoundation is subject to change if conditions encountered in the actual excavation are inconsistent with the findings of this report We recommend the completed excavation be observed by a member of our technical staff to identify the groundwater level and to verify that the actual soil conditions are consistent with those encountered during this exploration. Lot 2, Lakota Lakes Ranch Page 7 Kiva Project o.: 5193e12-01-01 November 29, 2006 LATERAL PRESSURES- Lateral earth pressures are affected by wetting of the backfill soils, backfill compaction densities, type and slope ofbackfill materials, allowable wall movements and surcharge loading. Hydrostatic pressures could also be imposed from water collecting behind the foundation walls. Additional lateral forces may be imposed from the equipment used during bacicfilling operations. All of these factors shall be taken into account when calculating the backfill pressures and designing the foundation wails. We recommend a perimeter drain system as outlined in the BELOW-GUDE FLOORS AND SUBDRAINS section of this report to minimize the accumulation of water behind foundation walls. Assuming the recommended perimeter drain system is installed, a minimum equivalent fluid density of 40 pcf (active) should be used for normally compacted, on -site soils when designing the foundation walls and/or retaining structures. The design lateral earth pressure reported may need to be revised pending the outcome of the open bole inspection. FLOOR..SYSTEMS AND SLABS -ON -GRADE The samples of the soils encountered at the site exhibited non -swelling to moderate swell potentials as moisture contents are increased. Strata may be present which could exhibit higher and lower swelling than detected during this exploration. Floor slabs placed on or near potentially swelling soils are expected to heave and crack to some degree. Most of the movement will be differential or uneven. It is impossible, with the current state of technology, to predict with certainty how much slab movement will actually occur. From an engineering perspective, slab movements on the order of 'A inch or so would be considered low, whereas 1 A inches or more would be considered moderate to high. Ultimately, though, it should be the owner who determines whether '2 inch of slab heave is low or high. In some cases, the amount of movement may be considered to be intolerable. Slabs placed within three (3) feet of the gravelly sands may experience slight heaving and cracking, but, in our opinion, should not be excessive. Slabs placed on more than three (3) feet of the moderately or higher swelling clays may experience excessive heaving and cracking. Where floor movement and/or cracking cannot be tolerated by the owner or where the slabs will be placed on more than three (3) feet of the clays, we recommend that structural floors be Lot 2, Latta Lakes Ranch Page 8 Kiva Project No.:5193-12-01-01 5193-12-01-01 November 29, 2006 constructed in place of slabs -on -grade. Structural wood floors are typically constructed eighteen (18) inches or more above the natural soils, creating a zone of separation (crawl -space) between the floor and the soil. This allows the soil to expand and contract independently of the floor and any interior fixtures. Structural concrete and structural steel floors require less than the eighteen (18) inch void space required for wood floors. Mother alternative which can reduce the amount of movement and cracking of interior and exterior slabs would be to remove at least two (2) feet of the soil under the slab and replace with moisture and density controlled on -site or imported soil. Refer to Appendix B of this report for compaction, testing guidelines. All fill shall be tested, inspected and approved by the Soils Engineer. Where slabs -on -grade are chosen and the owners are willing to accept the risks associated with slab movement, the following recommendations should be followed: 1. Slabs should be constructed to be "free floating". The slabs should be isolated from all structural components and utilities which penetrate the slab. Isolation may be achieved with Aa inch isolation material or by sleeving. 2. A one and one-half (1'/2) inch void should be constructed under all partition walls located over slabs. The void should be monitored periodically by the owner for the life of the structure. The void should be immediately re-established if the voids are within one-half ('/2) inch of closing. 3. Eliminate underslab plumbing where feasible. Where such plumbing is unavoid- able, it should be pressure tested during construction to minimize leaks which would result in wetting of the subsoils. 4. Divide slabs -on -grade into panels by use of control joints. We recommend joints be placed no more than twelve (12) feet on center in each direction. Control joints should also be located at potential weak areas such as the corners of driveway slabs. The depth of the control joints should be one -quarter (1/4) of the slab thickness. Slabs should be underlain with a four (4) inch layer, or more, of clean gravel to help distribute floor toads and to provide a capillary break should moisture collect beneath the slab. No particles smaller than 3/8t1 should be permitted in the gravel. Other methods of moisture proofing may be required by the floor covering manufacturer. 6+ All exterior slabs should be constructed using a more durable sulfate -resistant concrete containing Type JAI cement and with higher air contents and lower water- Lot 2, Lata Lakes Ranch Page 9 Kiva Project No.: 5193-12-41-01 November 29, 2006 cement ratios. 7 Slabs should be reinforced with wire mesh, fiber mesh, or equivalent to help control crack separation. 8. To avoid settlement and distortion of exterior slabs due to improper compaction, we recommend that concrete slabs that must span the backfill be supported by the foundation walls. This is conventionally done by use of a brick ledge or haunch. Exterior slabs should not be doweled to the foundation wall. The slab should be reinforced as necessary for the span involved. 9. Slab -on -grade areas should not be finished for at least two (2) years (preferably three (3) years) from the issuance of the Certificate of Occupancy to allow for initial movement. 10. Refer to ACI 301.R for additional recommendations for design and construction of floor slabs. BELOW -GRADE FLOORS AND SUBDRAINS • The ambient groundwater table at the site is at a level which would affect conventional full basement level construction. We recommend the building be kept at least three (3) feet above the groundwater, which will limit the depth of the excavation to approximately five (5) feet below existing grades. Due to the potential for groundwater fluctuations and to alleviate hydrostatic pressures behind the foundation walls, below -grade floors should be constructed with a perimeter drainage system. The type of drain, i.e. interior (undersiab), exterior or both, should be determined at the time of the excavation observation. The drainage system should contain a four (4) inch diameter perforated drain pipe encased in a minimum of twelve (12) inches of clean, 314 inch minus gravel. The drain pipe should extend around the lower level perimeter with the invert at the high end of the drain being placed a • minimum of four (4) inches below the bottom of the footing. The drain should be run to a none perforated sump pit or to daylight well away from the foundation at a minimum slope of 1/8 inch per foot to facilitate efficient removal of water. The gravel should be placed a minimum of eight (8) inches over the pipe for the full width of the trench. For exterior perimeter drains, the entire an should be covered with geotextile fabric to minimize clogging of the gravel by backfill material. For undersl.ab drains, lateral drains should be installed in addition to the perimeter drain, Lot 2, Lakota Lakes Ranch Page 10 Kiva Project No,: 5193-12a01-01 November 29, 2006 at a maximum spacing of ten (10) feet on center. Typical drain details are provided in Appendix A of this report. The sump pit should be a minimum of eighteen (18) inches in diameter by three (3) feet deep and should surrounded by at least six (6) inches of clean gravel similar to that provided around the drain. In the event that free water is observed in the sump, a pump designed to discharge all flow from the sump for a minimum of five (5) feet beyond the backfill zone should be installed. Drains which are to discharge downslope by means of gravity (daylighted) should either be connected to a sump pit or have a cleanout installed to facilitate monitoring and maintenance. The discharge area should be protected from damage due to animal activity, vegetation and traffic. The discharge area should be placed so that it does not interfere with adjacent properties. EARTHWORK SITE PREPARATION- Recommendations pertaining to site grading are included below and in Appendix B of this report. We recommend the upper ten (10) inches of the topsoil below building, filled andpaved areas be stripped and stockpiled for reuse in planted areas. The upper six (6) inches of the subgrade below paved and filled areas should be scarified and recompacted within plus or minus two percent (+2%) of optimum moisture to at least ninety-five percent (95%) of standard Proctor density ASTM s698-78 (See Appendix B of this report). Underground water- lines, sewer -lines and perimeter drains should be bedded with at least twelve (12) inches of granular material over the pipe. The granular water and sewer bedding material should not be used within ten (10) feet of the foundation to minimize the transfer any groundwater which may enter the bedding to the foundation. The foundation and retaining walls should be well -cured and well braced prior to baelling. Although evidence of underground facilities such as mining operations, silage pits, septic tanks, cesspools, basements and utilities were not observed during the site observations and testing program, unless otherwise stated in this report, such features could be encountered during construction. If unexpected fill or underground facilities are encountered, proper remediation p p p Lot Z Lakota Lakes Ranch Page 11 Kiva Project No.: 51 3-12-U1-01 November 29, 2006 • should be taken. FILL MATERIALS- - In our opinion, most of the on -site soils encountered could be used as backfill against foundation walls and utility trenches provided the recommendations for compaction, moisture control and testing are followed. The soils should be well pulverized and the proper moisture blended prior to placement for compaction. Refer to Appendix B of this report for recommended moisture contents. C'ACTION- Suggested recommendations pertaining to compaction of the soils are included in Appendix 13 of this report. Municipal codes, special construction requirements or other controlling factors may require modifications to those recommendations.. LANDSCAPING AND DRAINAGE- Every precaution should be taken to prevent wetting of the subsoils and percolation of water down along the foundation elements. Controlling the drainage will lessen the chances of water related damage. Finished grade should be sloped away from the structure on all sides to give positive drainage. A minimum of twelve (12) inches fall in the first ten (10) feet (10%) is recommended. Where asphalt or concrete adjoins the foundation walls, the slope can be reduced to four (4) inches fall in ten (10) feet (3.3%). Any cracks or joints shall be sealed and maintained so that surface waters cannot penetrate the surface. If the concrete or asphalt extends no further than five (5) feet from the foundation, the remaining slope away from the foundation should be ten percent (104%, as described above, to ten (10) feet away from the structure. At a distance greater than ten (10) feet from the structure, the ground should be sloped a minimum of two percent (2%). Positive drainage away from the foundation should be maintained throughout the life of the structure. In the event that the backfill settles, the original grade must be restored so that the site drains effectively. Planted areas are not recommended around the perimeter of the foundations. However, if the owners are willing to accept the risks of foundation and slab movement, low water -use (xeriscape) plant varieties could be used. An impervious horizontal membrane, such as polyethylene, should not be used next to the foundation wall. We recommend the use of a landscape fabric which will Lot 2, Lakota Lakes Ranch Page 12 Kiva Project No.:5193-12-01-01 5193-12-01-01 November 29, 2006 allow normal evaporation, in lieu of a plastic membrane. All plants located next to the foundation should be hand -watered using only the minimum amount of water. Sprinkling systems should not be installed within ten (10) feet of the structure, and spray from sprinklers should not fall within five (5) feet of the foundation. Gutters and downspouts are recommended and should be arranged to can y drainage from the roof at least five (5) feet beyond the foundation walls. SLOPE CONSIDERATIONS - The scope of this report does not include a slope stability analysis. At a minimum, the structure placed on or adjacent to slopes of 3h:lv (33.3%), or more, should conform to Section 1806.5 of the 1997 UBC, Volume 2 or Sections 8403.13.1 through R403.1.7.4 of the 2003 International Residential Code. A slope stability analysis could be conducted at the owners/contractors request. PERC I LATION INVESTIGATION A percolation exploration was conducted to determine the percolation rates and subsurface conditions for septic system considerations. The percolation tests were conducted in accordance with procedures described in the Individual Sewage Disposal System Regulations (ISDSR) of the Weld County Health Department. Six (6) percolation test holes were excavated in the vicinity of Test Hole No. 2 as shown on the boring location map, Figure 1. Percolation rates of 26.7, 80, 60, 48, 60 and 40 minutes per inch with an average of 53 minutes per inch were obtained. Exposed subsurface conditions in Test Hole No. 2 indicate seven (7) feet of silty clays over gravelly sands to the depths explored. Groundwater was encountered at a depth of seven (7) feet. Due to the depth of groundwater, the leachfield excavation should be limited to a maximum depth of feet. There appear to be no limiting conditions, therefore; the site conditions meet the County's criteria for a conventional absorption system. Refer to the Weld County Health Department 1SDSR for the minimum bed or trench sizes required. Trench systems are preferred since they can provide better treatment of the wastewater than the bed systems. We recommend that an effluent filter be installed in or after the septic tank to prolong Lot Z Lana Lam Ranch Kiva Project a.: 519342-01-01 Page 13 November 29, 2006 the life of the system. Refer to the ISDSR for the County, component manufacturer and other readily available literature for system maintenance requirements. This percolation investigation was conducted in compliance with local statutes and guidelines and to current accepted industry standards for this region. The test results are based on those standards. The locations and elevations tested were controlled by those statutes, site conditions and/or the client's preference. The septic system location should take into account the county specified minimum distance requirements regarding structures, property lines, wells, ponds, irrigation ditches and other water features. The contractor and/or owner must carefully plan the elevations of the structures if gravity flow of the wastewater to the septic system is desired. We recommend that the to ofthe bed or trenches be at least one 1 foot below an floor level with i sewer. Otherwise, a pump system may be required. The profile hole drilled indicates the subsurface conditions at that location and has limited access to visual observation which may not allow the detection of some soil layers. We recommend that a test pit be excavated prior to construction., inspected by the Health Department or Soils Engineer to verify the conditions described in this report. Subsurface conditions described from the boring may vary from visual observations of the test pits and may necessitate changes in the referred system. Soil percolation is not an exact science. The minimum number of percolation holes required by state and county statutes do not provide an adequate statistical average for scientific analysis but do provide general indications or tendencies of the soil absorptive capacities. Septic systems occasionally fail prematurely due to often undetermined causes. Ali existing and future owners of the property shall accept responsibility for maintaining the system and outcomes of a poorly maintained or abused. system. The type of septic system described in this report is only a reference to the ISDSR for the county health department and are not to be considered recommendations by the Soils Engineer. Due to the many variables of soil conditions, construction procedures, usage and maintenance practices, we can provide no warranty, expressed or implied, of the performance of the septic system. The county health department has final acceptance over these test results and Lot 2, La to Lakes Ranch Page 14 Kiva Project Na.. 5193-12-01-01 November 29, 2006 referenced system. All construction shall be in compliance with the septic system permit. The system shall be installed by a licenced septic system installer. GEOTECHNICAL LIMITATIONS The data presented herein were collected to help develop designs and cost estimates for this project. Professional judgments and estimates on design alternatives and criteria are presented in this report. These are based on evaluation of technical information gathered, our understanding of the characteristics of the structure proposed, and our experience with subsurface conditions in this area. We do not guarantee the performance of the project in any respect, but only that our engineering work and judgments rendered meet the standard of care of our profession. This investigation was conducted for a unique set of project specifications. In the event that the scope of the project has changed from those described in this report additional testing and evaluation by the Soils Engineer may be required to validate or modify our reconunendations. It is the Contractor's and/or owner's responsibility to inform the Soils Engineer of any changes of the scope of this project as described in this report. No individual, other than the A client, should use this report for its intended purpose without first consulting with the Soils Engineer. Standard geotechnical engineering practices and related government regulations are subject to change. The recommendations provided in this report are only valid as of the date of this report. If the construction is at a later date, we would be glad to review the information presented in this report with regard to updated governmental requirements or industry standards. The test holes drilled were spaced to obtain a reasonably accurate indication of subsurface conditions for design purposes. Due to the limited number of borings and samples, variations in the subsurface conditions often exist which may not be observable given the scope of this investigation. These variations are sometimes sufficient to necessitate modifications in design. The open bole observation should be conducted to determine ifany subsurface conditions observed substantiate changes in these recommendations. Additional testing and evaluation may be Lot 2, Lakota Lakes Ranch Page 15 Kiva Project o.:5f 93-1 -01-01 November 29, 2006 necessary pending the outcome of the open hole observation. The methodology used to establish recommendations for construction on soils and expansive soils is not an exact science. Engineering judgement and experience, in addition to laboratory and field analyses, are used to make these recommendations. Therefore, the recommendations and solutions made in this report cannot be considered risk -free and are not a guarantee of the performance of the structures. The reconunendations included in this report are our best estimates of the measures that are necessary to help ensure that the proposed structures perform in a satisfactory manner. The contractor and owner should discuss and understand the risks of construction at this site, and should agree on what level of risks and measures are acceptable. We recommend that construction be observed by a qualified soils technician trained and experienced in the field to take advantage of opportunities to recognize undetected conditions which mightaffect the performance of the foundation systems. It is recommended that a copy or summary of this report be provided to any new or future owners of this, or each, property. A copy ofA Guide to Swelling `o ,for Colorado . omebayers and Homeowner , Colorado Geological Survey Special Publication 43 should also be provided to any new or future owners of this, or each, property. 1 f LEGEND Property Line Fenceline Roadway or Water Feature Boring ID Proposed Structure asureriPsrarge 11.1-2 a _ _ , .y CR54 1I 4 mjj�it ti U. MAP in 47 ,. % -. -., .. 1 CR 52.25 not tosect.) 4 (Pere I1) *TH-1 morn a eer/ L 1 PERCOLATION TEST LOCATION N 40° 22' 37.7" W 104° 55 30.1" BORING LOCATION AND SITE MAP %TVA zwqmagrheq, JUt!-. Srati 5u0 Granite Street Suite a Phone (970) 063 — 0138 Loveland, Colorado 80638 Fat (970) 553 a 1660 ww_iciv+aengineminq.carn ta,neaan►iSthvmig[noadag.c rn Client: Binder Builders Project: Lot 2, Lokoto Lakes Ranch, Weld County, Colorado Approximate Scale: 1" = loop Project No. 5193-12 01-01 Fig. No.: Fill materials Gravel Sand Silt Cloy Weathered bedrock Siltstone Ckayston e Son dstone Limestone Igneous & Metamorphic rocks r 6,, 2 Shelby sample Standard Penetration Test sample California sample $ Symbols may be combined to represent Classifications are based on the Unified system (LJSCS) and ASTM D-2488. Groundwater level Denotes caving of the boring at that level mixtures. Soil Soil Classification MEM- = Groundwater Level © Drilling = Stabilized Groundwater Level GNE = Groundwater not encountered C = Depth of Borehole Caving = Boring Location and ID TH-1 =Test Pit Location and ID TP-1 = Approx. Surface Slope (downward) * Drilling and standard penetration testing were performed in general accordance with ASTM 0 1586. Numbers to right of borings indicate the SPT values for the specified inches of penetration. The SPT test uses a 140 lb hammer falling 30 inches. Example: n6/12" indicates six blows providing twelve inches of penetration. Unified Soil Classification System (USCS) Coarse Grained Soils, more than 50% Retained on No. 200 sieve More than 50% of coarse fraction retained on No. 4 Sieve Less than 5% Fines Cu ≥ 4 and I< Cc 3 GW Wellr *raged Grovel Cu c 4 and/or 1 >Cc> 3 GP Pearl Gravel graded More than 12% fines Fines classify as ML or MH GM Silt Gravel Fines classify os CL or CH GC Cla - Gravel More than passes 50% No_4 sieve Less than 5% fines Cu 6 and 1 ≤ Gc ≤ 3 - SW Well —graded Sand Cu <6 and/or 1 >Cc> 3 SP Poorl Sand graded More than 12% fines Fines classify as ML or MH SM Silty Sand Fines Classify as CL or CH SC Clayey Sand Fine Soils, than passes No. Grained more 50% the 200 sieve 4 less Liquid Limit than 50 Inorganic PI >7 and plots on or above BAR line CL Low Plastic Clay (Lean) LL (g dried) / LL not dried < 0.75 ML Silt — Organic PI 4 and plots below DA" line GL Organic Clay or Silt Liquid Limit more than 50 Inorganic PI plots on or above "A" line CH High Plastic Clay (Fat) PI plats below "A" line MH High Plastic Silt (Elastic) Organic LL own dried1 / LL not dried < 0.75 OH Organic Clay or Silt Highly Organic Soils Primarily organic matter PT Peat Fine GrainecL3Q12, Brl ws j'fi Cc sistency 0 — 2 3 — S 6-1G 11 — 20 V. Soft Soft Firm Stiff 21 — 30 V. Stiff 31+ Hard ,iedrOCk Stroto low f G — 50 50+ Weathering Weathered Competent u = D60 /DID z xp so Grained Soils Blows/ft Re otive Density 0-4 V. Loose 5 — $ Loose 9 — 12 SI. Dense 13 — 30 Med. Dense 31 — 50 Dense 50+ V. Dense Pt = LL - PL Degree of Weathering Slight: Slight decomposition, possible color change, Moderate: Some decomposition and color change throughout. High: Rock highly decomposed, may be extremely broken and discolored. SIEVE DESIGNATION #200 0.01 SIZE IN MILLIMETERS 1 I 0.1 #100 #50 #40 %30 #16 I 1_a 60 50 c x4O v 30 20 10 0 Plasticity Chart 4I6 eitI # te F eic cy, 0 7f / .... .... oli, MH OH --- lv or f ML or tL CL{! E 0 10 20 30 40 50 60 70 Liquid Limit (LL) #10 ilk 4 1/2- 3/4" 1' 10 4 1.6a 2+ .e I I I I I so 100 E r 90 FINES CLAY AND SILT) FIN1E SANDS MEDIUM SANDS COARSE SNC FINE GRAVELS COARSE CRAWLS COBBLES 10O 7C.111/4 Z-1 Th'&. 5tncaril rad C9artec tvicia tjv'il 5110 Granite $treet, Suits 0 Ph arm (970) 663 - 0138 Loveland. Colorado 80538 Foz (970) 663 - 1660 wine .kFwengineering. corn Iov&ondOldvcenclnearing.corn LEGEND OF SYMBOLS Fig. No.: 0 FT. 5 FT. 10 FT. 15 FT. 20 FT. 25 FT. 30 FT. 35 FT. TH-1 TH--2 (Pert #1) 20/12 21/12 r • • + k I'S 4. 50/10 0 FT. Ii Borings drilled 11/09/06 using a 4" diameter, continuous flight truck mounted drilling rig. Drill Rig: CME 45 Hammer Style: Safety Groundwater © drilling Groundwater on 11/10/06 CHE Groundwater not encountered CLAY: silty, sl. moist to rnoist, stiff, brown SAND: gravelly, trace silt, moist to wet, med. dense to dense, brown 0 23 rn m oa m r C 5 FT. 10 FT. 15 FT. 20 FT. 25 FT. 30 FT. 35 FT. All soil and/or rock contacts shown on boring logs are approximate and represent subsurface conditions at time of drilling. Boring logs and information presented on logs are subject to discussion and limitations of this report. %IV* , !MCP. 5tructsons ruainiead 5110 Grantts Street, Suite D Phone: (970) 883 — 0138 Lotalcaid. Colorado 80538 Far (970) 663 — 1660 gra. loved and OkhvenQEnsorb-v.r_r SUMMARY LOG OF BORINGS Fig. No.: 3 Project No. 5193-12-01-- 01 • • • i SWELL II CONSOLIDATION TEST CURVES • t I Client: Binder Builders Project: Lot 2, Lakota Ridge Ranch Boring: TH- l Depth, ft: 2-3 Swell (%)* 6.1 4 tto C U E 100 6 5 4 3 2 l 0 -1 .3 -g -6 Description; Clay, silty Water Content, %: 143 Dry Density, pcf: 1082 Pressure, psf 1000 Project No.: 5193 -l2 -01-0l 10000 I I � s .......morim.s. I i i f II ! r * negative values indicate consolidation inTinestriti, Figure 4 a Percent Passing by Weight (%) Seive 1OO 9O 80 70 60 50 40 30 20 10 0 #200 #10O #40 #8 #10 10 0.01 0.1 1 Sieve Opening (nm) #4 318" 1/2" 3/4" 1" 1-1/2" Sample A Sample B —0—Sample 3" 100 Fines (Silt & Clay) Sand Gravel Sample A Test Hole No.: TH-1 8-9 Sample Depth (ft): Sand,gravelly Sam le Description: Sample B Test Hole No,: Sam le De th ft : Sample Description: " s Test Hole No.: Sample C ;Sample Depth (ft): ample Description: radivx ZniyineetinT, 5tr4ctlina 9tcrtakivical ,✓ GRAIN SIZE DISTRIBUTION CURVES Project No.: 5193-12-01-01 Fig No.: 5 IIMII Malin 0111 S XIII NM MN Table I Summary of Laboratory Test Results Project No.: 5193-12-01-01 Lonalock l Depth # of Moisture Dry Total Approximate ply Liquid - '4 Plasticity Unconfined Passing Sample Description R P or (ft) blows/ Content Density Swell* Swell Limit Index Compressive 44 /4200 Boring No, penetration (%) (pef) (%) Pressure (Psi Strength*'* (psi) (%) TES -1 2 14,9 108.8 6.1 6100 >9000 Clay, silty, blocky 3 20/12 14. I ar- >9000 Clay, silty 8 21/12 4A N/A Sand, gravelly 15 50/10 10,2 N/A 70/5 Sand, gravelly TH-2 5 9/12 12.$ >9000 Clay, silty *Swell/Consolidation due to sample saturation under a 500 psf or 1000 psf surcharge. Negative (a) values indicate consolidation **Unconfined compressive strength using a calibrated pocket penetrometer unless stated as actual Page l of l 0. r i t r PERCOLATION TEST FORM Project No.: Client: - °teC_ Jr Project: Date of Pre-soak: Date of Test: I I/74)k, 1 I Hole Diameter: Hole Depth (Avg.): !f or: Date: Tested By: ihoeich C-4-1 A Gravel Packed? Yes " Pipe Diameter: Correction Factor: Test Location r ( Pe rC Measurement from fixed reference poiAt (in.) Percolation ID or Location Test Hole - 1 tia) S C 1 r Time ° .2 Jq 3 -4 . ) :SO ..-71 Vie c::2 Yu • 25y 2.- - Wings, _ a .71 Yre , se si(v eLP ow :25% 14 '23 Vi 3 se iki Firgeningraill2q _ 12, i si 25-11t 1 3 ;7(frilliti e2314,- 5" yy :rip di 2 0 ;IC/ 575/ 2Sliri z2LegYeti Jilt@ �t) i N Ce T +(1��AA}f . _ 2 3 341 _2757171,4111 27PP" z 4.27V9 71c J.20 1 Yr 5 ir7 r __ ZIA" Z7 Change at endNei Olt II i a -31 ill Pere rate - • m ts 0 mpi 6 0 mpi rn.p! ' mpi mpi Pert rate (corrected for gravel) rrpi mpi mpi mpi mpi _ mpi mpi - minutes per inch Dnp - did not percolate Measurements of XIX indicate perc hole refilled at test increment Gravel Packing Correction: Porosity (P) (114)/h h= --height of water in can A h A =height of water in can B after pouring Water from A into gavel Bled B jCan&Btobnualsize C=dia of hole= dia 9f pipe Correction factor (K) = - (For rani) I Pr -1) MIS s. + r s3 ��'� ` yerage mpi r. walls fret_4S� p, In +/ + ee F' in fta-‘71 i 1 ► , Figure No. to • Suggested Exterior Perimeter Drain Compacted soil backfill per soils report Silt Barrier (Filter fabric, Geotextile, Red Rosin) _ With Spread Footing Foundation iij'_1. El I ram li 12 —inches of cleon gravel . C —mil plastic to be glued to foundation wall, 12'' above voids, covering bottom to middle of pipe. ! r• # . , • • . . • I • U. 4" Perforated Pipe (rigid preferred), slope © 1/4 to 1/8 inch per foot to drain into sump and/or daylight. The invert at the high end should be greater than 4" below below the bottom of the footing. i • 0 0 0 •� ,• . • • . r '1 • �, This is a standard drawing and should not be separated from the report. The specifications in the attached soils report supersede the criteria presented in this drawing. Drain Gravel Sieve Size Percent Passing 1" 90-100 3/4� O-15 aft -5 FLOOR SLAB PER SOIL REPORT • T � i i ! e • ••�.� 1 • ,.• 641 grovel Spread footing per foundation plan Drain excavation must not extend below a 1:1 slope from the edge of the footer The sump pit should be deep enough to allow a minimum of 12" from the pit bottom to the lowest intersecting invert. Non —perforated pipe to be used between perimeter drain and sump. Cleanout or sump pit to be provided for daighted drains. Drawing not to scale %J'VAr rue,. structural gee kncivil 5110 Granite Street„ Salte 0 Phenix (910) 663 — 0138 Locrilatd. O01enzdo 80538 Far 08700 663 s 1660 wakivewightmerlriscan krueleadalvaamineeringecan SUGGESTED PERIMETER DRAIN DETAIL Fig. Nor: Al i 1 �I • i Suggested Exterior Exterior and Interior Perimeter Drain With Spread Footing Foundation Crain Gravel 1 Sieve Size Percent Passing 1 1 2" 100 1 ' 90-100 4 0-15 3/8" o-5 Compacted soil backfill per soils report Silt Barrier (Filter fabric, Geotextile, Red Rosin) 12 inches of clean gravel 6 —mil plastic to be glued to foundation wall, 12"above voids, covering bottom to middle of pipe. -. t • + . - „ r pals"• m•,• _t • '4r 4" Perforated Pipe (Rigid preferred), slope © 1/4 to 1/8 inch per foot to drain into sump and/or daylight. The invert at the high end should be greater than 4" below below the bottom of the footing. .* 0 This is a standard drawing and should not be separated from the report. The specifications in the attached soils report supersede the criteria presented in this drawing. If vapor barrier is required, drain shall consist of 2" of sand, vapor barrier, 2 of sand over 4" of gravel. Top of drain pipe shall be greater than {4" below lowest sand layer. If NO vapor barrier is required, drain shall consist of 8'i of gravel. Top of drain pipe shall be greater than 8" below slab. Interior lateral drains to be 10 feet on center FLOOR SLAB PER SOIL REPORT • • ••• • ' '•r • r . _ r , ; + � s .- • *alp a Spread footing per foundation plan Drain excavation must not extend below a 1:1 slope from the. edge of the footer The sump pit should be deep enough to allow a minimum of 12" from the pit bottom to the lowest intersecting invert. Non —perforated pipe to be used between perimeter drain and sump. Cleanout or sump pit to be provided for daylighted drains. • •a••• • .di •• •, itS . ;. • • • Drawing not to scale twit 11wgrwlzflxg, r * Stri•cturst 9estecknicia+ it 5110 Greene street.�ySuItt* a Phi ven (970) 653 — 0138 Loveland. Colorado 80538 Roc (970)663 a 1660 waldvoenglnearIng.00rn lovelaidechoonginearlagarn SUGGESTED PERIMETER DRAIN DETAIL • S. APPENDIX B SUGGESTED SPECIFICATIONS FOR PLACEMENT OF COMPACTED EARTH FILLS AND/OR BACKFILLS Note: This is intended to be used as a guideline for this project by the Owner or owner's representative. Municipal codes, special construction requirements or other controlling factors may require modifications to these suggested specifications. Supervision and control ofthe fill operations is not within the scope ofthis exploration. This report does not a claim that Kiva Engineering is the Soils Engineer for the fill and compaction operations. GENERAL Supervision and control of the overlot and structural fill and backfill shall be under the direction of the Soils Engineer for the project. The Soils Engineer shall approve earth specific materials prior to their use. The Contractor shall provide documentation that the fill and grading have been completed in conformance with the construction specifications. A letter of approval from the Soils Engineer will be required prior to the owner's final acceptance of the filling operations. MATERIALS. The soils used for compacted fill beneath interior floor slabs and backfill around foundation walls should be relatively impervious and non -swelling for the depth specified in the soils report. No material with a maximum dimension of six (6) inches or greater shall be used for fill. Fill materials shall be subject to the approval of the Soils Engineer prior to placement. SUBGRADE PREPARATION Topsoil, vegetation, frozen materials, old structures or other unsuitable materials, shall be removed to a depth satisfactory to the Soils Engineer before beginriing preparation of the subgrade. The subgrade surface of the area to be filled shall be thoroughly scarified to a minimum depth of six (6) inches, moistened or dried as specified in the attached tables, and compacted in a manner specified below for the subsequent layers of fill. Fill shall not be placed on frozen or muddy ground. MOISTURE CONTROL The fill material, while being compacted, shall as nearly as practical contain the amount of moisture as required in the attached table of this Appendix. The moisture shall be uniform throughout the fill. In the event that water must be added to the soils or that the soils must be dried to meet the specifications, the soils must be thoroughly pulverized, mixed, blended and cured prior to placement. The effort required for optimum compaction will be minimized by keeping stockpile soils near Optimum Moisture Contents. When moisture is added to dry, clayey soils, a curing period of several days may be needed to allow uniform absorption of the water into the soil. Freezing temperatures and/or inclement weather conditions may impede moisture control and compaction operations. PLACEMENT OF FILL MATERIALS Distribution of material in the fill shall be such as to preclude the formation of lenses of material differing from the surrounding material. The materials shall be delivered and spread on the fill or prepared surface in such a manner as will result in a level, uniformly compacted fill. Prior to compacting, each layer shall have a maximum "loose -lift" height of twelve (12) inches (or as dictated by the compaction equipment and/or soil conditions) and its upper surface shall be relatively horizontal. Test areas are recommended to determine the optimum lift thickness. Thinner lifts may be necessary in order to achieve the required compaction. Each lift shall be RI approved by the Soils Engineer prior to placing each succeeding lift. COMPACTION When an acceptable uniform moisture content is obtained, each lift shall be compacted to the densities and moisturecontents specified in the foregoing report or the attached table of this Appendix and as determined by the standard Proctor test (procedures in ASTM D698). Compaction shall be performed with equipment suited to the soil being compacted. If a sheepsfoot roller is used, it shall be provided with cleaner bars attached in a manner which would prevent the accumulation of material between the tamper feet. Ifthe required compaction cannot be achieved with the equipment supplied, thinner "loose -lifts" and/or different equipment is recommended. MOISTURE -DENSITY DETERMINATION: STANDARD AND MODIFIED PROCTORS Samples of representative materials to be used for fill shall be furnished by the contractor to the Soils Engineer at least forty-eight (48) hours prior to compaction testing. Wetter samples will require extra time for test results due to the required drying for sample preparation, The sample is to be tested for determination of the maximum dry densities and optimum moisture contents (Proctor test) for these materials. Tests for these determinations will be made using methods conforming to the most recent procedures of ASTM D698 and AASHTO T99 (standard Proctor) or ASTM D1557 and AASHTO T180 (modified Proctor), whichever applies. Copies of the "Proctor Curves" will be furnished to the contractor. These test results shall be the basis of control for the field moisture/density tests. DENSITY TESTING A 24 -hour notice shall be given to the Soils Engineer or testing agency for scheduling compaction tests. The density and moisture content of each layer of compacted fill will be determined by the Soils Engineer, or qualified technician, in accordance with ASTM D2167 and D3017 (nuclear method). Any material found not to comply with the minimum specified density shall be reworked and recompacted until the required density is obtained. Additional lifts shall not be placed until each underlying lift has been approved. The results of all density tests will be furnished to both the Owner and the Contractor by the Soils Engineer, A minimum of one compaction test should be conducted for each twelve (12) inch of compacted lift. Trenches should have a minimum of one test every three hundred (300) feet with a minimum or two (2) tests per trench. Sub -excavations have a minimum of one test every twenty-five (25) lineal feet of footing with a minimum of three (3) tests per pad. TRENCH SAFETY All excavations shall comply with current OSHA standards for the soil conditions encountered. The Soils Engineer shall be consulted if there is a question regarding classification of the soils. 82 • Compaction Specifications For -GC & SW -SC Soils On -site Soils or Approved Minimum Compaction Acceptable Deviation From Imported Soils (ASTM D698) 0Optimum Moisture Content Beneath Interior Slabs 95% + -3% to +3% Beneath Garage and Exterior 95% + o 3% 3% Slabs _ to Backfill Open and Trenches Areas in 90%+ -3%to+3% Backfill and Structures, Trenches Slabs, under etc. �, 95% + -3% t + 3% On -site Soils Compaction or Approved Specifications Minimum For Compaction ML, CL, MU, & CH Acceptable Soils Deviation From Im orted Soils (ASTM D698) 0 timum Moisture Content Beneath Interior Slabs* 1 93% - 100% +2% -2% to -2% to+2% Beneath Garage and Exterior Slabs 93% _ 100% Backfill Open and Areas Trenches in 90% + i + �� to 2% Backfill and Trenches under to +2�� Structures, Slabs, etc.* 95 - 100%aa * MR and CH soils are not recommended in these areas Note: This is a standard table and should not be separated rorn the report. The specifications in the attached soils report supersede the criteria presented in this table. 6601. Lithe Thompson tiNate' 'J� trl . 835 E Highway 56, Berthoud, 00 80513 (70)532-2095�( www. i,t��wd.org Office Hours: M - 7a r 1 - 5pm Customer Name: BYRON RICHARDSON Bill Print Date:. 08/31/20 ERVI EADDRE 7182 LAKOTA LAKES RD ACCOUNT NUMBER 656402 09l25/'2Q AMOUNT DUE 449.67 INSTRUCTIONS FOR ONLINE ACCOUNT T ACCESS AND PAYMENT OPTIONS ARE ON THE BACK.OF THE BILL 1673691 Current' Read Daite • Rend n g 08/24 1772385 Water Usage -Billing -Detail Usage Calculation: Level 1: 6000 @ .0025 $15.00 Level 2! 19000 @ .00314 = $59,66 Level 3: 25000 gis .0037 = $92.50 Level 4: 48697 @ .00425 = $206.96 Usage Calculation Total: $374.12 98 78 59 39 19 a THOUSAND GALLONS USED Mil aim Ma Aug Sap Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug WATER USAGE YTD 268,767 Balance Forward Payment - Thank you! 08/24/20 Adjustments Water Base water Usage Total Current Charges Message: Follow us , on Facebook at h' s //w .facek.comf Lida. ■ h, p nWa :rs n Little Thompson Water District 835 E Highway 56, Berthoud, CO 80513 195 1 AV 0.386 3-1 BYRON RICHARDSON 7182 1...AKOTA LAKES RID JOHNsTotivN, CO805345629 PLEASE DETACH AND RETURN BOTM M PORTION YOUR PAYMENT Barge,. Period Veer Age • 197.40 150.00 .00 28.15 374.12 40227 449.67 Piease write your account number in the memo !hie of your cheek 00065640250000444678 7182 LAKOTA LAKES RD .rTTLE THOMPSON WATER DISTRICT 835 E. STATE HWY 56 BERTHOUD, CO 80513-9237 1 Change of address? LT -1 007-14 Phone: 4 Permit # Scanning Cover Sheet for Septic Permits SP -0800225 1 Permit Type: Health / Residential / New Situs Street Address 7162 LAKOTA LAKES RD Situs City, State, Zip Sec/Town/Range: 29 -05N -67W Application Status: Finaled Application Date: 11/10/2008 Parcel # (12 digits) 095729202004-R3946105 Owner Full Name: ELI KREBS Owner Address: 766 N JEFFERSON AVE LOVELAND,CO 80537 Contact Name: Contact Address: 1569 FALL RIVER DRIVE #161 LOVELAND,CO,80538 Owner Phone #: 303-746-7320 Contact Phone# 970-669-0822 Information above has been Verified in Accela byenjpiyee noted below xInearte-, June 19, 2009 Processed by: Date Report ID: E1 00024v003 Page 1 of 1 Print Date -Time: 6/19/2009 10:48:48AM oct1/44P4 Septic Permit - Final Application Number: SP -0800225 App Type: Hea1thkResidential\Ne l eptic Applicant Name: BILL STENBERG Owner Name: Parcel #: Legal Desc: Site Address: 1569 FALL RIVER DRIVE #161 LO ELAND, CO 80538 ELI KREBS 095729202004-83946105 LLRC L4 LAKOTA LAKES RANCH POD CORR 7162 LAKOTA LAKES RD Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 vowco.weld.co. us I1naIed Status: Ready to Final Applied: 11/10/2008 Issued: Finaled: �l 7109 A . • S . ecific Info: 1/2 Bathrooms 3/4 Bathrooms Application Date Associated Building Permit Associated Building Permit Number Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Other Water Supply Utility Parcel Acres Private Water Supply Private Water Supply Permit Reference Number Public Water Supply 'Public Water Supply Utility Repair Reason Type Septic Permit Expiration Date Waive Fees Waive Fees Comment Year Installed 1 0 11/10/2008 No 2 7126 LAKOTA LAKES RD 3 3 2,4 Yes Little Thompson Water New No EHS Perc Test (Site): Engineer Design Required Engineer Evaluation Received Engineer Job Number Engineer Letter Received Ground Slope In 100 Year Flood Plain Limiting Zone Feet Limiting Zone Inches Limiting Zone Qualifier Percolation Rate Qualifier Percolation Rate Value Slope Direction Soil Description Soil Type Suitable Variance Required No Yes No No 8 0 Greater Than Equal To 60 Yes No tett Septic Permit - Final a Minimum Installation: Absorption Bed Absorption Trench 1494 Additional Terms and Conditions 1 Bed Option`1: Bed Option Bed Option 3 Chamber Option 1 Chamber Option 2 Chamber Option 3 Septic Tank Size Trench Option 1 Trench Option I Trench Option 3 Actual Installation: Septic Tank: I /R So Design Type: _aft_ Infiltrator Quick4 1000 62 gallons Absorption Trench: / Weld count Environmental Health Servi De artment t 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 www.co.weld.. us sq ft Absorption Bed : 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, exc ept 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 permitis tra non-nsferable and non-refundable. 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 was contingent upon the final inspection of the completed system by the Weld County Department of Public Health and Environment. X Beek/ leireer671 Environmental Healt pecialist Date -s LMed wN+% kAPI`t ;It b'er)e) eir rr gerel taefejd O. On Amcor_ di kpovnitateirs �nere,A•Aetrerseare_ katilL h►Iea Littolt Wig 5p-otx' ass SIA4b 4-)ata‘ • Via too at I isii-pais-sslagesinesY bv.)-9-er a,& ; Fmk", irdettr..1 Awke „Dag, yit 40“, • • I I ti i J 4 Owner. Location: FOR OFFICE USE ONLY 1SDS APPLICATION FLOW SHEET Qate B legal Description:-- 29 --- (Or7 - Comments Parcel Number Rimed FM In ati Form Complete EN Authorizition Form Received um ...............a......_ Map Drawing Received- a Fl d Plain? Yesaklo 1.1111.1 i‘la.oe i Site ins Date Engne+er Design? Y�o r Date Engineer Design Receiv Customer Noted? Yeso . Date staff Qrt' val Sent fr " . . .11g; Cate staff +provS Redd Pere Oath Ente in Cornp�,tter „ A (fob JA Date of HA roval r IIIM id ll- - i Erg (Letter, Approval Permit, Letter BOH Sent Review) t't , . 1 Date of Final Ina Eng Final Inspection Letter Reed . Variances Needed? YesTho Sent Variance Staff Approval- MI .........-.............., !Reed Variance Variance B0(4 Staff Approval Approval 1111111111 11111.1111 Variance BCH ariance, BCH Approval Review) Sent lila Additional Comments atOccuit iae‘ 80-cert- SNIMMINIMMIalmnallImifligalskSSaramas • 9 MNitisENVIRONMENTAL HEALTH SERVICESIZEPTTOnthiSlerr p Weld Coun Septic Permit New COLORADO Application Number: App Type: Applicant Name: Owner Name: Parcel Number: Legal Desc: Site Address: SP -0800225 Health\Residential‘NevASeptic STENBER , BILL 1569 FALL RIVER DRIVE #161 LOVE LAND, CO 80538 ELI KREBS 095729202004-R3946105 LLRC L4 LAKOTA LAKES RANCH PUD D CORR 7162 LAKOTA LAKES RD Environmental Health Services Dep rtment 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 www.co.Weld.co. us Applied: 11/10/2008 App Specific Info: 1/2 Bathrooms 3/4 Bathrooms Application Date Associated Building Permit Associated Building Permit Number Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Other Water Supply Utility Parcel Acres Private Water Supply Private Water Supply Permit Reference Number Public Water Supply Public Water Supply Utility Repair Reason Type Septic Permit Expiration Date Waive Fees Waive Fees Comment Year Installed 1 0 11/10/2008 4 No 2 7126 LAKOTA LAKES RD 3 3 2.4 Yes Little Thompson Water New No • Report ID: E1-IS00027v001 Print Date - Time: 6/8/2009 4:03:56PM Page 1 of 2 Septic Permit New Weld County Environmental Health Services Depart rent 1555 N. 17th Avenue Greeley, CO 80631 Phone: (97 0) 304-6415 Fax: (970) 304-6411 vvww.co.w ld. co. us Percolation Rate (aO Limiting Zone � S ft as- in Description % Ground Slope Direction Engineering Design Required (YIN) i1/43 eem- Soil Suitable (YIN) Soil Suitable (1N) In 100 Year Flood Plain (YIN) e...� From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: • Septic Tank 1000_ gallons Absorption Trench SL_ sq ft or Absorption Bed sq ft Chambers: Standard Biodiffuser or Infiltrator EQ36 Trench Bed Infiltrator Quick4 Standard or Hi Capacity Trench 8a • Bed BioDiffuser Arc 36 Standard or Hi Capacity Trench Bed ,All Weld County ISDS regulations apply. In addition, this permit is subject to the following additional terms and tlditions: 4. f a esiat.Lab1/4.--4cid ezi t •tom, NOTICE This permit is granted temporarily to allow construction to commences 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 4 o Env on Env' on I Health Specialist Date Report ID: EH 00027v001 Print Date - Time: 6/8/2009 4:03:56PM Page 2 of 2 1 Weld Coun Environmental Health se ices I_. 41 nt 4. VARIDe Septic Permit - New Application Number: SP -0800225— - App Type: HeaithlResidehtiallNew'cSeptic • Applicant Name: STENBER , BILL a _ Owner Name: Parcel Number; Legal Desc: Site Address: . a i . a 1569 FALL RIVER DRIVE #161 LOVELAND, CO 80538 ELI KREBS 095729202004-83946105 LLRC L4 LAKOTA LAKES RANCH PUD CORR 7162 LAKOTA LAKES RD WELD, CO 80534 P • r f i a sir a • Vt ■ S1 . 1 a 1 1555 G Ph i =- 17th Avenue ey, CO 80631 e: (970) 304-6415 ax: (970) 304-6411 wvrw.co.ireld.co.us s Applied:.411/10/2008 a 1 • g • J • a • 1 App Specific info: 1/2 Bathrooms 3/4 Bathrooms Application Date Associated Building Permit Associated Building Permit Number Basement Plumbing Full Bathrooms Location Description Number of Bedrooms Number of Persons Other Water Supply Utility Parcel Acres Private Water Supply Private WaterSupply Permit Reference Number Public Water Supply Public Water Supply Utility Repair Reason Type Septic Permit Expiration Date Waive Fees N Waive Fees Comment Year Installed 1 0 11/10/2008 No 2 7126 LAKOTA LAKE 3 3 2.4 Yes Little T New ompson Water • RD a Percolation Rate a % Ground Slope Engineering Design R - . J Limiting Zone 0 ft C in Direction fired (Y/N) Description C4di Soil Suitable (YIN) __.. _ In 100 Year Flood Plain (Y/N) � � From the application informal] •' supplied and the on -s e soil percolation data the following minimum installation specifications are required: Septic Tank 050 gallons Absorption Trench sq ft or Absorption Bed 3710 sq ft • Chambers: BioDiffu sr Infiltrator 0uick4 Standard or Hi Capacity BioDiffuser ARC 36 Standard or Hi Capacity Trench Bed Trench Bed Trench Bed stA0 COLORADO Septic Permit - New Weld Coun Environmental Health Servitis Department 1555 b1. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 3046411 co.weld.O3, us In addition, this permit is subject to the following additional terms and conditions:_ 7-0CZeta.vaaacereisiS Pirrecsset yd5aTIZAA4+ ‘USSItn%iSs ' ' &e ' NOTICE This permit is granted temporarily to allow construction to commence_ This permit may be revoked or Department of Public Health and Environment for reasons set forth in the Weld County Individual S including failure to meet any term or condition imposed thereon during temporary or final appr constitute assumption by the department or its employees of liability for the failrue or inadequ Is non -transferable and non-refundablc. Before issuing final approval of this permit th Evnironment reserves the right to impose additional terms and conditions required to m approval is contingent upon the final inspection of the completed system by the we i if` Envi' nmeni ealth Specialist Date • s pended by the Weld County e Disposal System Regulations he issuance of this permit does not of the sewage disposal system. This eld County Department of Public Health and I our regulations on a continuing basis. Final permit my Department otir Public Health and Environment. I • a A • a ' Weld County Environmental Health Services Department 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 vwswoosvield.co. us Septic Permit Application ApplicationNumber: SP -0800225 App Type: HealthtResidential\Ne Septic Applicant Name: BILL STENBERG Owner Name: Parcel #: Legal Desc: Site Address: App Specific Info 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 Yes Public Water Supply Utility Little Thompson Water 1569 FALL RIVER DRIVE #161 LOVELAND, CO 80538 ELI KREBS 095729202004-R3946105 LLRC L4 LAKOTA LAKES RANCH PUD CORR 7162 LAKOTA LAKES RD WELD, CO 80534 • 1 0 No 2 7126 LAKOTA LAKES RD 3 3 2.4 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 rend 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 49 Owner/Ap F icant - to 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. COLORADO C4I,MNtERCfAL PERMIT NEW or REPAIR $600.00 VAULT PERMIT NEW or REPAIR $150.00 RESIDENTIAL PERMIT to/ NEW or REPAIR $500.00 MINOR REPAIR PERMIT 100.00 a PARCEL NO.: itribesireg OW Me o2oW' (12 DIGIT NUMBER) LEGAL DESCRIPTION: -SECTION tag. TOWNSHIP 4d RANGE Ci IV ACRES e • SLIBDI ISID14LC £44fg4etotLOT if BLOCK FILING THIS I FORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650 SITE ADDRESS wand %444 Lads --- DIRECTIONS TO SITE _ WC <a4 J- k/ fly PROPERTY OWNER: 411 K+" h MAILING ADDRESS: _ �S/Aft* CITY AiarialdST 00 ZIP. *14777 HOME PHONE: {743 ) �6 - 732-0 WORK PHONE (3t+; } 146 as 7 W FAX ( ) EMAIL ADDRESS: diCtear tit; y¢4frir 12 ?ahoy E APPLICANT NAME: r`�{ itm � MAILING ADDRESS: SG9 1W,' t4s or. li!G / CITY b�1�►d ST CO ZIP 10'53E HOME PHONE: ('170) - Ga2. WORK. PHONE (Y90) 547.P. 3 `f52O FAX (fit) (,4 7 " ZG 30 zeta EMAIL ADDRESS: 44° /4011. S�t � 3j7r1er DESCRIPTION OF BUILDING (EX: HOUSE, MOBILE HOME, MODULAR, SHOP, OFFICE) �O,g • IF OBTAINING A REPAIR PERMIT, WHAT IS BEING REPAIRED? NUMBER OF PERSONS 3 NUMBER OF BEDROOMS 3 BASEMENT PLUMBING YE NO" BATHROOMS: FULL A 'A I IN FLOOD PLAIN AREA? YES / NO be, PERCOLATION HOLE�MARKED FOR INSPECTION? CENSUS TRACT PUBLIC WATER SUPPLY�Y SDNTQ NAME 7h0n Diatt h�ciY- Dfof- PRIVATE WATER SUPPL WELL /CISTERN PERMIT # No o v1 lib 2008s 1:55PM G. J. Gardner Homes — Lair i me r CO. Noy. 11* 2009 4:0 G. Gather lmes :Aylmer Ca to, • a1 i I of It a Yan ba contacted at the fallowisg phone It a r a • 6116 de Iffee • a hirride • . I No. 25]8 P. 2 p. t q%No.bll._(Y. , ! I> • 9/2 -0/;5 ,fice /6 WI/ • AUTHORIZATION FORM a • • PUNT APPLICATION D I• flS. EVALUATION CI SALE -OP PROPERTY l0oated at Ej • WATER. SAMPLE • repiesent firelo Ap Ii* (off) la4ad& • LEGAL DESCRIPTION: gEd—E—TWNLES—RNOtsilE p • SRr000a EkfY'" fot the property SUBDIVISION NAMILL4414 4SPILL ear2.LOTSSILX, ‘tolifa, Wean 470 al "' 08Z2 • Fax 6177 Pra a The property ownet in be cantietoxt at the following phone re Home .� Wyk'_ -_ 7,10 r • Fai N• Correspondence nailed to (only on.): lAgentaSont •Propaty Owner 11* fj OWNIMI SIGNATURE •� , • • 4 • a M • ,b fraaa At: ;on si Received Time NOV. 12. 2008 4:08PM No. 2572 • f • a • • 4 • • • • • • a a • Please Draw A Map: to Your Property •" CES Cohsultants, LLC se,oPo?-7S-e June 1, 2009 Mr. Eli Krebs 7162 Lakota Lakes Road Johnstown; CO 80534 RECEIVED NW o a ZUO9 ENVIRONMENTAL H�+t SERVICES �� RE: Revised Design for Individual Sewage Disposal System 7162 Lakota Lakes Road, Johnstown, CO Dever Mr. Krebs: Per the changes in the field, and a mistake in the sizing calculations, CES Consultants, LLC (CES) is pleased to provide this re -design for an on -site Individual Sewage Disposal System (ISDS) for your proposed 3 -bedroom residence located at 7162 Lakota Lakes Road in Johnstown, Colorado, The site is located in Weld County and the ISDS has been designed and sized per Weld County Standards. A soil percolation test was performed on March 22, 2009. Three (3) perc holes were dug at the proposed location of the absorption trench. The results from those tests (see attached forms) indicate a soil percolation rate of 60 minutes per inch. An eight (8) foot soil profile hole was also excavated at the proposed location. The soil within the profile hole consisted of one (1) foot of topsoil and seven (7') feet of dark brown sandy silty clay. No groundwater, or evidence of a seasonal high groundwater, was found within the profile hole. The system will be designed using a standard two -compartment concrete septic tank with a gravel -less soil absorption system such as an Infiltrator chamber system. SEPTIC SYSTEM DESIGN -Av - sgdaifIoW(Q,)• Y- - 3 bedroom house (6 people) @ 75 gallons/person/day = 450 gallons/day Maximum Daily Flow (Q) _ (1.5)(Q„,g) = 675 gallons/day Required Trench Area — A (sq. R) = 1.0 (Q. • t'213.5) t = Perc Rate = 60 min/inch for site Therefore, the recuired bed area for the roposed residence = A= 1.U(675=(60) 13.5) = 1494 sq. ft. 112 E. South 1st St a Johnstown, CO 80534 ° Phone: (970) 373-4480 J • Page 2 Mr. Eli Krebs June 1, 2009 Per Weld county standards, the required bed size can be reduced 50% with the use of a gravel -less soil absorption system. Required Absorption Trench Size — (1494 sq. ft.X0.5) O.5) — 747 sq. ft. Size of a Quick 4 High -Capacity Infiltrator chamber = 9.2 sq. ft per uni;, Minimum number of chambers required = 747/9. _ 81.2 = 82 units Per Weld County Standards, for a 3 bedroom home, a 1000 gallon two -compartment concrete septic tank will need to be installed. This letter was prepared for the exclusive use of our client and is not intended for any other purpose. Our conclusions are 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. If you have any questions or comments concerning this design, please feel free to contact me at (970) 373-4480 or kart cesconsultantsllc.com Sincerely, C S ONSULTANTS, LLC K Rollin, ' _E. Principal r CES 200911Crebs- 7162 Lakota Lakes- Septic Ltr Rev 06-01-09.doc als • • T . s a • • • a a s a a le s i. a m is • •+ • • -0- .11 11.-a II in W min er0 — Slat. i • - r f Ti • • ?a ' }. • • > as a q• • •a • •.• r t a as isiro Aso onet Sidtpitfr &J*nth/°"ato" ri 4.0 a ala a • • 4 • • asZtr— 73.1° • IP • a a• a a s �a a T i - — 1. -' • a +•f W in !NW VOW 44 • — .•w -a y � r a waft a .a i s as •/- 91.1- .-. nem& --rl-I- —a.� y -a _ + • t �a a • to a a a a a- —mil--Sr •_ •• i dl• sib • Ir ta C 3 O 3 tmia as r �■ CD 6 • a • a a ✓ te• a• • i • W. • • • • • • -♦ — V • NOTES 1 - Reference: Justin Henkel, Proposed Garage Lot 3, Weld County, Colorado, Plan Sheet C-2, 09-19-03. 2 Percolation test: 03-10-21 Hole #1 - 93 miniin. 2— 166 3 - 47 4 — 280 5 64 6- 48 t= 116 miniin, 3 Soil profile: 0,0' — 0.8' topsoil 0:8' -- 2.0' - hard dry brown clay with a trace of silt 2.0' — 6.0' hard dark brown clay 6.0' — 8.0' hard damp dark brown clay 4 Size septic tank: 4 bedrooms @ 150 = 600 gal./day average x 1.5 = 900 gal,lday peak. Thirty hours detention = 1,250 gallon tank minimum. 5 Design based on liquid balance.Criteria and values: Precipitation = 13.91 inch/year Evaporation = 32.87 inch/year Absorption = (0.15 galriday/s1) = 87.83 inch/year Quantity of effluent = average flow rate plus a safety factor = 660 gal.lday Minimum area of bed: inflow = outflow 6 Calculated sizes and a Minimum area of bed = ,710 uare feet Conversion factor to det ne minimum number of Infiltrator units = 25% area = 928 sq. ft. Allowing 15.6 sq. ft. per unit = minimum of 60 hi -capacity Infiltrator units Five rows of 12 hi -capacity Infiltrator units @ 9' on centers Bed size = 45' x 83' = 3,735 sq. ft. 7 Percent voids of bed components: Top soil = 0% Wicking sand = 27% Infiltrators = 100% 8 Final location of septic tank and house sewers from carriage house and from residence and those sewer gradients to be determined by others. 9 Should any fitting (pumping) be required it shall be of the septic tank effluent directly to the bed. In any situation where this is not possible and raw sewage must be pumped an equalizer tank of a minimum 500 gallon capacity shall be installed in series with the septic tank and the sewage pumped into that tank. 10 - Screw Infiltrator units together at all joints with two self tapping screws in the top half of the units, 11 - Engineer: Weidrnann Engineering 2139 Emery Street, #210 Longmont, Colorado 80501-1464 (303) 772-1623 stribAl„, • • •In a • .1p ofilur if or 00 Inc lostit/rtfr 1b E 11418 I Eli Krebs • oats • at >!cil 717941 N.C.R. 54 Johnstown, Colorado SEPTIC SYSTEM WE252-1 03-11-05 Sht. 1 of 2 r • esb A L . $deter/C r4tV/< LOCAricyce o Ten o& • a wa atiPI / ' Sr - trio / /eiecpPcuRedo Y o rfs Peon' L /V " (4evez) 't pco.cnariacue J CA/€/e4tycji5 NOLLSg 44th o , e rif - �./ r �' o /iAf a f f�}l / 7 I f r~ a i L' oar c /45 r•C/Burciv sox ac 61,40/1�4 44 Peoic so&& 7yp/ 0 L Attest/go .o (SEED) leirfirciebmici 0,0ea,„_±,,,a°P°14_ z sAW.40 • a JecrioN Nick/ CA PA C/ ,vFp � ! ro tro e (4nv,eh) j 4tiP Ai E7;4 aEo jr I _r_` a - -- a CiapfrtAsP c4 c / rye's /A. IZ7-;ea4roites 45/PkeE 40 coo kVfcx4vcc At. ,/!_C /00 ! cry " ! se ‘54Azo — w a 0 Eli Krebs 717941 W.C.R. 54 Johnstown, Colorado SEPTIC SYSTEM WE252-1 03-11-05 Sht. 2 of 2 Little Thompson Water District 835 E Highway ,, Beth .ud., C . ! 80513 () 532-2096 w aStwd.org Office Hours I'TF 7am a 5pm Customer Name: JEFFREY ERED'ITH MCKINNEY Bill Print Date: 09/30/20 SERVICE ADDRESS INSTRUCTIONS FOR ONLINE ACCOUNT ACCESS AND PAYMENT OPTIONS ARE ON THE BACK OF THE BILL 08/24 1469738 09/23 '484 1 97 Water Wages Billin t Usage Calculation: Level T: 6000 @ .0025 = $15.00 Level 2: 8459 @ .b00.314 = $26. r Usage Calculation Total: $41.56 THOUSAND GALLONS USED 101 81 211,1 a _ _Si an t act 'ii J F WATER USAGE YTD 302,903 Balance Forward Adjustments Water Bast Water Usage Current Period Usage 75.38 Total Current Charges Message: Folios) us on Face k at kupEllwwww.facebookromilLinleTbornpsonWatert PLEASE LiET C►HAND RuTL ideturrou PORTION WrIH R '1 C ITi Uttle Epson Wafer District riot 835 E Highway Se, Berthoud, CO 80513 2101 AV 0,386 86 41 11ll�� n'I'JiiI1fl1II11iLts1r I��a �1,I� "iIIilir it'Il�l�l'II11 JEFFREY & ME REDIT I MCKINNEY 7162 LAKOTA LAKES RD JOHNSTOWN, 80534-5629 Fa Cage of address.? LT-1007-*�1 Same Period Year Ago ,00 2 815 41 55 69.71 PAY THIS O U I T 5.59CR Please your account mbar in the memo line of your check Service Addres.E 7162 LAKOTA LAKES RD Account Number 670003 Due Date 10/25/20 Amount Due 53 R AnI Un1 Paid 0006700133-0100005596 REMIT TO: 10111.ililt.111! iliiIIi1I1"uII�iI. III luu 1I 11 i i'115 '"111I11�1��1 LITTLE THOMPSON ON WATER DISTRICT CT 835 E. STATE: HWY 56 BERTHO4JD. CO 80513-9237: App Specific Info: WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue., Greeley, CO 80631 ww-vidaweldhealth,org Septic Permit Application Application Number: SP -1800307 App Type: HeaIth Residential\New OWTS‘eptic JASON JONES 4181 GRAND PARK DRIVE TIMNATH, CO 80547 Owner Name: TANNER AND KEISHA SCHWARTZ Parcel 1: 095729202005-83946205 Legal Desc: LLRC L5 LAKOTA LAKES RANCH PUD CCRR Work Description: HOUSE Site Address: 7152 LAKOTA LAKES RD JOHNSTOWN, CO 80534 INumber of Bedrooms Number of Persons Parcel Acres Public Water Supply Public Water Supply Utility 6 6 3.38 Yes Little Thompson Water TERMS AND CONDITIONS A permit fee, as set by separate ordinance of the Board of Weld County Commissioners, shall be required of applicants for onsite wastewater treatment systems, payable at time of application. Permit fees are non-refundable; permit applications are non -transferable If both a building permit and an OWTS are issued for tf^ same property and construction is not commenced prior to the expiration date of the building permit, the OWTS permit shall expire at the same time as the building permit. If an OVI Ts permit is issued for a property that does not require a building permit, the OWTS 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 car 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, ORS as amended, The applicant certfies that the proposed system will not be coated 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 '+ VCDPHE for evaluation for purposes of issuing the permit applied for heroin Applicant further understands that faasification 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 Jaw Owner/Applicant Healt Adrninii:h&ion Vital Re -coed: %ale- VO )4 4+11', 9 0, 30 1.4 , i' 2 Public Health & C1sn co$ Service: P Me • I 4V Fos: 17.10.14°;4 `I4 4► , Date Environmental .F+oclIrh •S.r lc*s �:•�.. 1)70-2044415 Fox: 9.10-104,64i Ccrnrrrwrt 14,5, talk/collar 4 PlannIng F0N s .- JO444. Energetic' N oparednos: & 1to:ponrsr Fut: t? 04644 2 Public Health RESIDENTIAL ON -SITE WASTEWATER TREATMENT SYSTEM r! T) INSTALLATION PERMIT(New or Repair) dr NEW OR. REPAIR RESIDENTIAL. OWTS PERMIT FEE: $850.00 • All payments are due at the time of application submittal; by cash, check or credit card • Incunniete ap lications will not be acre ited (Site and soils evaluation, site Ilan and design document must he included) sfacia3crie PARCEL NO. 0 9, G Z o 2. 'in E (12 DIGIT NUMBER) LEGAL DESCRIPTION: SECTION 21, TOWNSHIP 0 5 RANGE 07 ACRES SUBDIVISION ION L gitto - LOT S BLOCK FILING RsTORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650, OR ON THE COUNTY WEB SITE UNDER PROPERTY INFORMATION. Link to property information: http :; .ww w. c o .w c 1 d. co . us: ni yaps: pro p ertyi n forma Lion, SITE ADDRESS 1 41 k -A'"` LAN kots DETAILED DIRECTIONS TO SITE (ATTACH MAP) PROPERTY OWNER: ` + t' de cSkri46 S ark vo cfreie VIC MAILING ADDRESS: 59 °LW./cm; I z- - i... CITY WI ti- AS er ST CO ZIP 7 '* 5'S o HOME PHONE: (toS ) COI - 5061 WORK PHONE ( ) FAX ( ! EMAIL ADDRESS: 'Mvn eir4 S c ck� esi kook' 4 .n'Ft ,Co iftlest APPLICANT NAME: .S 1 eS MAILING ADDRESS: 41 t Oirchvka cc,.4•14, CITY 17incibirk sT CO ZIP S'17 HOME PHONE: (S 10 j 5.31 �-k' WORK PHONE ( ) EMAIL ADDRESS: 3 ()Co osAriohntwoptes, C wows. FAX PROPOSED USE: lth EIDENTIAL NUMBER OF PERSONS: _ (O NUMBER OF BEDROOMS: TYPE OF STRUCTURE(S) (Ex. house, mobile home) kov St REASON FOR APPLICATION: (Ex. New Coast., Failing System) O AUXILIARY BUILDING (Residential use only) TYPE AND NUMBER OF FIXTURES E (shower, sinks, toilet): NUMBER OF PERSONS: TYPE OF STRUCTURE (Ex. personal shop, pool house) WATER SOURCE: PUBLIC WATER DISTRICT (NAME OF DISTRICT) 0 INDIVIDUAL WELL (PERMIT #) , c- mom sa►•. * WARNING : Neither Weld County nor any of its affiliates shall be responsible for the use of any information submitted in relation' to this OWlS installation permit. It is the responsibility of the user to determine under whatcircumstances the information is being applied, and ensure that the circumstances are suitable to the application of the information. Neither Weld County nor its employees are liable for the failure or inadequacy of the onsite to waste water treatment system. 5 8/24/201 H 7152 Lakota Lakes Rd - Google Maps F oogle Maps 7152 Lakota Lakes Rd sent $ _ .__-_-_- see*St`s �t-L S. -fl 1' :T2 . 1-: 'at' r._ r aatlatla�l°q!'a• 1 i� t• p`,-.:.rT sa I: I: j • 's 41•} Ps. t) k ,-t. ` ., , $ Y• = a , • 1 11, l a 4 i1.11 td 4,4 1 •1 i • it • • • • t• • ♦ a - t • I •.a • • ... / " • ....47-4 1 • • a A w ,, . ( a .1.1i� t_j j -t--:. - a bloat -4 ».b•.ra L•. ri ....,..„,..,..1„......,,..,,„;,. ini,M111wA Iri,RF i,, . 1 - i II In LI:f,IYia ,•31:.^_, 'till. �":.•a• 'I ..I -.P 1,•er t ...I•••1'. 1 t w «`a • ». 1 s r �e • a •--- MIS. S. -frt rir -a I e •t i 9. .+ifiCi ARC d•• -It'll!• r • rr.-rt- -rI rtttl...>ifI' t' qp„ ii2 14.104 Is 1.1- a•4titil ti Ii A. Goo ' 1 1s1r1 I pV LIarl $ to 1 • t ' :..I•,-- .♦ r• '. w• ♦ r r♦ • tr..-7,7-7-1-•; ww�. ♦ w .-M •. •. -.•♦:♦ L't yt;S�. 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S1•. _ a• 7152 Lakota Lakes Rd Johnstown, CO 80534 93GG- 5W Greeley, Colorado 411 cectri r Ite • Tic el r 1 4 114,1 1 (7, Map data ©2018 coogle 500 ft ■ https:!/wv . google.comlmapslplacei7152+Lakota+Lakes+Rd,+Johnstown,+CO+80534/@40.377895,-104.92158, l6z datr!4m5!3m4! 1 s0x876ca9443. t . 1/1 JItShil 44 rr•' WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 North 17th Avenue, Greeley, CO 80631 wvvw.weldhealth.org RECEIPT August 24, 2018 Application Number: P-1800307 App Type: HealthlResidentialNew OWTS\Septic Owner Name: TANNER AND KEISHA HA SCHWARTZ 599 VERMILION PEAK DRIVE WINDSOR, CO 80550 Site Address: 7152 LAKOTA LAKES RD JOHN TOWN, CO 80534 )Rcpt # Pmt T e Pmt Method Ref # Prnt Date Amount Cashier EHS-1800629 Paid Check 1726 08/24/2018 $850.00 MHUIZAR Total Payments: $850.00 Comments Health Administration Vital taco,Ss fete: 910-304-64 I 0 Fax? 910.304-6412 Public Health. A llrr col Servrci3 !de:970-304-642C 70-304-6420 i-ax; 970-X14-6416 errekorirnenkt" Fingeth CommonicirNcir, Stevie** Education IL Planning Tele: flO-301-64I 5 Tele: 9704044470 Fax: 970-304641 Fox: 970.304-6452 Energetic y Preporscliness Si Reponse retie: 970-304-6470 Fox., flC-3044462 Publicilieelth Little Thompson Water District 835 E Highway 56, Berthoud, CO 80513 (970) 532-2096 w :l ivaorg Office Hours: M -F 7 - 5pm Customer Name: TANNER D & KEISHA RAE SCHWARTZ Bill Print Date: 09/30/20 SERVICE ADDRESS 7152 LetKOTA LAKES RD ACCOUNT NUMBER DUE DATE AMOUNT DUE 10/25/20 393 ■ 0 ,ij�� 684502 INSTRUCTIONS FOR ONLINE ACCOUNT ACCESS AND PAYMENT OPTIONS ARE ON THE BACK OF THE BILL Current Read Date Reading Water UsagelltlitniuDerarii Usage Calculacto : Level 1: 4379 9 .002S it 310.95 Usage Calculation Total: £10.95 THOUSAND GALLONS USED 8 6 5 a I a Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep 01 WATER USAGE YTD 46,307 Days Current Period Usage DESCRIPTION Same Period Year Ago Balance Forward Payment d Thank you! 09/10/20 Adjustments Water Base Water Usage Total Current Charges Message: Follow us on Facebook at hit ps://Ww►W.facebo0k., co mit ttl eTh p son' later, PLEASE DETACH AND RETURN BOYICT4 ?OFTTiON WITH YOUR PAYMENT Little Thompson Water District 835 E Highway 55, Berthoud, CO 80513 213 1 AY 0.386 4-1 lll.11l111111l'l,lllu1"1llll9l'1111ll''i'lll'lidll�l111ll"l"ll TANNER 'd & KE1SHA RAE SCHWARTZ 7152 LAKOTA LAKES RD JOHNSTOWN, CO 80534-5629 CI Change of address? LT -10O7- 14 41.89 41.89 .0 y�r� }�10 2 8,•5 10,95 39,10 PAY THIS AMOUNT 39.10 Please write your account number in the memo line of your chisicK Service Address 7152. LAKOTA. LAKES RD illyl"l : l lllt$t%11r'1ltluill""j"lll,Il Ial"piltll LITTLE THOMPSON WATER DISTRICT 83S E STATE HWY 56 BERTHOUD, CO 80513.9237 Scanning Cover Sheet for Septic Permits Permit # SP -0600121 Permit Type: Health / Residential / New Situs Street Address 7142 LAKOTA LAKES RD Situs City, State, Zip Sec/Town/Range: 29 -05N -67W Parcel # (12 digits) 095729202006-R3946305 Application Status: Finaled Application Date: 0510412006 Owner r Full Name: EBERL MARK/BRAESCH MARCY Owner Address: 7276 ktt/ MANSFIELD DENVER CO 80235 Owner Phone #: 303.988.6286 Contact Name: EBERL MARKBRAESCH MARCY Contact Address: PO BOX 668 MEAD,CO,80542 Contact Phone# 303-S86-4785 Information above has been Verified in Accela by employee noted below x Q2 -n r aexApril 24, 2008 Processed by: Date Report ID: EHS00024v003 Page 1 of 1 Print Date -Time: 4/24/2008 11215: 6AM r a WELD COUNTY DEPARTMENT •F PUBLIC HEALTH AND ENVIRONMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 PHONE (970) 304-b415 FAX (970) 304-6411 Permit #: SP0600121 ISSUED Owner. EBERL MARK/BRAESCH MARCY Applicant EBERL MARK/BRAESCH MARCY Permit Type: RN EW C=Commercial, R= Residential + NEW, REPaIr, VauLT Parcel #: 0957-29-2-02-006 Location:. JOHNSTOWN 942, ti Legal Description: Installer I-6/0 I Lai* "ed- r Finajed Sec/Twn/Rng: 29-05-67 Status: App[ied:04/2bI2006 Issued: 0 / 4/ 006 Finaled: � � q VI Description: RESIDENTIAL SFR Commercial: N Residential: of Persons: of Bedrooms: 2 Basement Plumbing: N 3 Bathrooms - Full: 3 314: 0 1/2: 1 Water Public: Y Water Private: N Water Source: LITTLE THOMPSON Cistern: N Well: N Well Permit #: Acres: 3 Percolation Rate: 38 Limiting Zone: 5 ft 6 in Description: GROUNDWATER % Ground Slope: 0 Dir: Soil Suitable: (YIN) Y Engineer Design Required: (YIN) N In 100 Year Flood Plain: (YIN) N Minimum Installation Septic Tank: Actual Installation Septic Tank: ilkgallons Absorption Trench: Absorption Bed: Chambers* 1000 gallons Absorption Trench: 1293 square feet or Absorption Bed: 1683 square feet Design Type: square feet square feet Chamber Model _ 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 refundipble. 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 system by the Weld County Department of Public Health and Environment. Fomt: S FINAL 7 ca to* L'AIYA S r. • sS 1 cfricti 4tiquie Environmental Health Specialist t Date FOR OFFICE USE ONLY ISDS APPLICATION FLOW SHEET OwnerEteXi I4anKi Date Additional Comments: Information Fpm Complete Map Drawing Received Flood Plain? Yes/No Site Inspection Date Engineer Design? Yes/No Date Engineer Design Received Customer Notified? Yes/No Date Staff Approval Sent Date Staff Approval Reed Perc Data Entered in Computer Date of 8OH Approval Date of Final inspection Eng Final Inspection Letter Reed Variance Needed'? Yes/No Vartanat BOW Approval Sent (Variance, BOH Review) • tOr permit #: (COi1C7 /21 Legal Description: 29 - 0 e - By Comments glmeminassimaimasiameemi aserspasmemeank _ M:\ENVIRONNterTAL HEALTH SERV! calstrn WSHEET • • i at Permit It: Owner: Applicant: Permit Type: Parcel #: Location: Legal Desc: WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT T 1555 NORTH 17TH AVENUE GREELEY, COLORADO 80631 PHONE (970) 3044415 FAX (970) 3044411 SP -0600121 Secfrwi ng:294)5a67 EBERL MARKBRAESCH MARCY EBERL MARK/BRAESCH MARCY RNEW C -Commercial, R=Residential r- NEW, REPair, VauLT 0957-29a - 7196 WCR 54 JOHNSTOWN STOWN PERMIT Applied: 04/26/2006 Description: RESIDENTIAL SFR Commercial: N Residential: IF # of Persons: 2 Basement Plumbing: N # of Bedrooms: 3 Bathrooms - Full: 3 3/4: 0 1/2: 1 Water Public: Y Water Source: LITTLE THOMPSON Water Private: N Cistern: N Well: N Well Permit Number: Acres: Percolation Rate as Limiting Zone #I CD % Ground Slope see_ Direction esse Engineer Design Required (Y/N) in Description �,-�„r,��..►,a�� Soil Suitable (Y/N) In 100 Year Flood Plain (YIN) From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: Septic Tank con gallons, Ab s • tion Trench kaq3 sq ft or Absorption Bed 110165 sq ft Chambers: Infiltrator or Hancor Standard or Hi -Capacity, EQ36 or BioDiffuser Trench 14a2 Bed 64 Infiltrator Quick4 Trench Bed 9aa Hancor Narrow (15in) Envirochamber Trench Bed / In addition, this permit is subject to the following additional terms and conditions: V) en Sara elAme. r 2J. -t - -.i -a Cdr ,Ja& - LL- :71-10046 NOTICE This permit is granted temporarily to allow construction to commence. ! 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 failure or inadequacy of the sewage disposal system. This ermit is non transferable and non refundable. Before issuing final approval of this permit the Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our 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. Form: SePERMITN E iro i ental Health Specialist Ght Date WELb4COUNTY DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT 1555 NORTH 17TH AVENUE, GREELEY, CO 80631 PHONE: (970) 304-6415 FAX: (970) 304-6411 WEESITE: WWW.CO.WELD.CO.US .US Permit Number: P-0600121 04-26-2006 Amount: $470.00 Payment Method: Check Owner Name: EBERL MARIC/BRAESCH MARCY Applicant Name: EBERL MARK/BRAESCH MARCY Parcel Number: 095729 Location: 7196 WCR 54 JOHNSTOWN Account Code 2560-41400-4221-4203 2560-41400-4221-4203 2560-41400-4221-4203 2560-41400-4221-4203 Description New Septic Permit Repair Septic Permit Vault Permit Variance Request APPLICATION I RECEIPT Initials: SC Receipt Number: HAP -06124 Notation: 7110 Amount $470.00 $0.00 $0.00 $0.00 Description: RESIDENTIAL SFR Commercial: (YIN) N Residential: Ci/N) Y Acres: 3 Number of Persons: 2 Basement Plumbing: (Y/N) Number of Bedrooms: 3 Bathrooms: Full - 3 3/4: 0 1/2: 1 Water Public: (YIN) Water Supply: LITTLE THOMPSON ON Water Private: (YIN) N Cistern: (YIN) N Well: (Y/IsT) N Well Permit Number: TERMS ANDCa3/41DMONS A permit fee, as set by separate ordinance 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; remit applications are non4ransferable. 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 !SOS 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. 14411711 Cg 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 certifies 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 of perjury as provided by law. x Owner/A Form: R._ HAPP le'• r t Date SEPTIC 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 0 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 COLORADO* provided on the septic information farm_ PARCEL O.:agS/22:9(961.wat(12 DIGIT NUMBER) CAN BE °BINNED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650 APPLICANT N ,Fr�QaL MAILING ADDRESS PU itg bid .. STY1LSEJliSTA_ZIP 2/i5'/�- HOME PHONE: ( ) WORK PHONE (� g2r41g5FAx(qjQ)5Wq'L77 PROPERTY OWNER MAILING ADDRESS: 17 it I/Ns /llgnbe"n � tate ST 00 ZIP �0��-- - HflME PHONE: { ) WORK PHONE (5f6)"%1A(0 FAX ,' _ � ��j `�.'I 71 LEGAL DESCRIPTION PT PT SEC �� TWN fG'cgEsTLRc 1..& La_.kvtd bcKes SUBDIVISION 1,19-�p} Agss1hneJf LOT a1 BLOCK FILING DESCRIPTION OF BUILDING (EX: HOUSE, MOBILE HOME, MODULAR, SHOP, OFFICE) recidenhti ri/I \4t ak SITE ADDRESS DIRECTIONS TO SITE COMMERCIAL PERMIT NEW or REPAIR $600.00 VAULT PERMIT NEW or REPAIR $150.00 WHAT IS BEING REPAIRED? RESIDENTIAL PERMIT r REPAIR $470.00 MINOR REPAIR PERMIT $100.00 61 5idE IF OBTAINING A REPAIR PERMIT, PLEASE LIST PREVIOUS OWINTERS OF THE PROPERTY: r f FL OD PLAIN YES N�1 NUMBER OF PERSONS CENSUS TRACT 2‘\ BASEMENT PLUMBING YES le NUMBER OF BEDROOMS 3 BATHROOMS: FULL 3 a 1/2 WATER SUPPLY: PUBLIC ` NO NAME - AjOiaa. PRIVATE liwkocii Oft" att. CISTERN YES / NO WELL YES I NO WELL PERMIT # PERC HOLES MARKED FOR INSPECTION BY SPECIALIST YES / NO AUTHORIZATION FORM RE:frl PERMIT APPLICATION fl I.S.D. . EVALUATION SALE OF PROPERTY WATER SAMPLE I 11/26g itarent MML- located at tljQ�r (Agent/Applicant)Countylend r�i �w118T} LEGAL DESCRIPTION: SEC • TWN RNG Nr alai Aker 00C SUBDIVISION NAME: AIM? E5 ilacA LOTja.BLK, I can be contacted at the following phone #'s: Home Work Fax # d The property owner can be contacted at the following phone #'s Home Work j¢3-9ttyrair. -- Fax# ��r `r9 I !( Correspondence mailed to (only one): iSt. Agent/Applicant n Property Owner for the property 7 7 DATE 41 OWNER'S SIGNATURE l Ar 4 Please Draw A Map to Your Property tr25 71 q b Wei(),1eri (n cLiAlizArok Limos,5 - cume,L F t 1 • July 28, 2003 Mark Eberl P.O. Box 668 Mead, Colorado 80542 i CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS Subject; Percolation Tests, Proposed Residence 7196 Weld County Road 54 Lot 6, Lakota Lakes Ranch PUD Weld County, Colorado Job No.15288-L Mr. Eberl, As requested, we have investigated subsurface conditions at the subject site. The purpose of our Investigation was to determine subsurface conditions and report percolation rates for the Onsite Wastewater System COWS) per Weld County Health Department regulations. SHE Col' DrnoN The site is a 3.4+ -acre lot located in a rural -residential area west of Greeley, east of County Road 15 in Weld County, Colorado. A gravel pit exists southwest of the southwest property boundary. The lot is relatively flat to gradually sloping to the west. Ground cover at the proposed OWS consisted of weeds and grasses_ PROPOSED CONSTRUCTION A 3 -bedroom, single-family residence is proposed in the area indicated on Figure 1. In accordance with the Individual Sewage Disposal System (ISDS) regulations, the sewage load for a 3 -bedroom residence with 2 persons per bedroom is estimated to be 450 gallons per day (GPD). The peak sewage loading is 675 GPD using a 1.5 peaking factor. The residence will be served water by public water. SUBSURFACE CONDITIONS nION Subsurface conditions were investigated by drilling a profile boring and 6 percolation holes at the locations indicated on Figure 1. Subsurface conditions at Profile 1 consist of 6 inches of topsoil underlain to 3'/i feet by silt and clay underlain to 6 feet by silty sand underlain to the maximum depth explored of 10 feet by sand and gravel. No free water was encountered in the profile hole at the time of drilling or was observed when checked one day later, A test hole nearby indicated groundwater at 111 2 feet. An engineering geology report by CHURCH and Associates, Inc., under Job No. 12859-L, reported free ground water as high as 51/2 feet at the lot to the south. Percolation test results in 5 holes indicate percolation rates ranged from 30 minutes per inch (IvIPI) to 60 MPI and an average of 38 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 333.463.9317 Fax: 303.463.9321 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5800 • • Percolation Tests Job No. 15288-L Paget -1 I. - A percolation rate in one of the holes could not be measured due to rapid draining- possibly attributed to an animal burrow or other underground void or anomalous condition. RECOMMENDATIONS A "standard" type OWS can be installed in the profile area to serve the residence. The OWS should be sized based on an average peak daily flow of no less than 450 GPD for the 3 -bedroom residence. Minimum trench and bed sizes for "standard" drain fields are provided by the Weld County Department of Public Health and Environment. The drain field should be limited in depth to 11/2 feet below existing grades to accommodate ground water fluctuations. While not required, a iotube effluent filter should be installed on the outlet of the septic tank to reduce the amount of solids migrating to the drain field. Absorption trenches perform better and are preferred over the absorption beds. The performance and longevity of the drain field can be enhanced by constructing alternating trenches, and/or dosing and/or over. sizing the drain field, and/or including secondary treatment in the system. All construction should be in accordance with the ISDS regulations and the septic permit from Weld County. We caution against the use of rubber tire front-end loaders to excavate the drain field. A rubber tire front-end loader with a full bucket can severely compact the soil and adversely affect percolation. track -mounted machine i5 preferred or excavation with the backhoe bucket. If the owner is anticipating additional bedrooms, the 0WS should be constructed to serve the additional loading. The installation of a properly sized OWS to servo future build -out can be cost effective. We caution against installation of a water softener. The hydraulk loading from air softener can be detrimental to OS. A separate dryell should be installed for the backwash if a softener is installed. LIMITATIONS An OWS drain field requires installation by a contractor who is experienced in its installation. Our investigation, layout, and recommendations are based on data submitted. If subsurface conditions different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed Ow_ The OWS design requires installation observations by the Health Department. If there are any questions or we can be of further service, please call the Loveland office at 970-663-2124. incerely, st,�rs��,�x! sib no REGis• '� a....4I s .i +i it, CHURCH Associates, Set �, ••e#, '` '' its. r katter, it D• yr:al ad> c Barbara L. Dallemand, Pt;.. l •' BLD/twf 3 copies sent 7196 WELD COUNTY ROAD 54 L.T 6, LAKOTA LAKES PUD WELD COUNTY, COLORADO • <F-31 SOIL STOCKPILE N tisk % ease Cek IN, TOP OF BANK OF GRAVEL PIT • a • S • • ♦ • r • • a I • a • i r I • p esY r ..4 • f ♦ • t a PLOT PLAN WAS NOT AVAILABLE FOR THIS INVESTIGATION. • • i a a I • I i • • a I • a a ♦ • '-EXISTING BAIRN PROPOSED RESIDENCE EXISTING GARAGE THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN HEREIN; AND THE WELL AND/OR DRAIN FIELD LOCATIONS STAKED AT THE SITE; ARE NOT THE RESULT OF A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE APPROXIMATE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DEFINE PROPERTY BOUNDARIES AND ENSURE ALL ONSITE IMPROVEMENTS ARE LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS. ALL SEPARATION DISTANCES ARE TO BE VERIFIED PRIOR TO EXCAVATION. JOB NO. 15288-L SCALE = 1001 SITE PLAN AND LOCATION OF PROFILE AND PERCOLATION HOLES FIGURE 1 PROFILE HOLE INFORMATION • • S. I A 7 I LU 11.1 1 .1 0 0 1 3 A- 5 6 7 8 9 10 PROFILE -I . _ . . .. _ / - an N. - TOPSOIL SILT/CLAY, SLIGHTLY MOIST TO MOIST, STIFF, BROWN TO LIGHT BROWN! SAND, SILTY, MOIST, MEDIUM DENSE, BROWN TO LIGHT BROWN SAND & GRAVEL, SILTY, MOIST, MEDIUM DENSE TO DENSE, BROWN NO FREE GROUNDWATER ENCOUNTERED CHURCH a ASSOCIATES, INC. COMPANY NAME P.O. BOX 7056, LOVELAND, CO 80537 ADDRESS 970-663-2124 PHONE JOB NO. 15288-L FIGURE x • PERCOLATION TES-PRESULTS I PROPERTY OWNER: MARK EBERL PROPERTY ADDRESS: 7196 WELD COUNTY ROAD 514 LEGAL DESCRIPTION.: LOT 6, LAKOTA LAKES RANCH PUD COUNTY: WELD DIAMETER OF HOLES: 6 INCHES SOIL SURFACE SCRAPED: YES AMOUNT OF PRESOAK: 2-3 GAL/HOLE SIZE OF PROPERTY: 3.4 ACRES DATE HOLES EXCAVATED: 7-17-03 DATE/TIME OF PRESOAK: 7-17-03, 9:30 A.M. DATE/TIME OF PERC TEST: 7-18-03, 2:05 P.M. DEPTH DEPTH PERC PERC _ DEPTH MINUTES START END CHANGE RATE HOLE (INCHES) (INCHES) (INCHES) (INCHES) " (MPQ) I 2 3 35 30 25.50 27.25 I.75 30 2715 28.75 I.50 30 25.50 26.50 1.00 30 • 26.50 27.75 1.25 30 27,75 29.25 1.50 30 26.13 27.00 0.88 30 27.00 27.88 0.88 34 30 WATER DRAINED TOO QUICKLY TO MEASURE PERC RATE POSSIBLE ANIMAL BURROW OR OTHER VOID 31 30 21.50 22.25 0.75 30 22.25 22.88 0.63 30 2.88 23.50 0.63 30 23.50 24.00 0.50 30 24.00 24.50 0.50 30 24.50 25.00 0.50 30 25.00 25.50 0.50 60 JOB Na 15288-L Sheet I of 2 TABLE 1 PERCOLATION TEST RESULTS DEPTH DEPTH PERC PERC DEPTH MINUTES START END CHANGE RATE HOLE (NNaHES) (INCHES) (INCHES) (INCHES) (MP1) 4 5 6 24 30 15.75 18.75 3.00 30 18,75 20.38 1.63 30 17.00 18.38 1.38 30 18.75 20.00 1.25 30 16.25 17.25 1.00 30 17.25 18.50 1.25 30 18.50 19.50 1.00 30 30 30 19.75 21.13 1.38 30 21.13 22.50 1.38 30 22.50 23,75 1.25 30 19.50 20.50 1.00 30 20.50 21.50 1.00 30 21,50 23.00 1.50 30 23.00 24.00 1.00 30 29 30 20.25 21.75 1.50 30 21,75 23.38 1.63 30 20.00 20.88 0.88 30 20.88 22.25 1.38 30 22.25 23.50 1.25 30 20.38 21.25 0.88 30 21,25 22.13 0.88 34 AVERAGE PERCOLATION RATE = 38 MP1 Sheet 2 of JOB NO. 15288-L TABLE -I (COQ Liters Thompson Water District Little Thompson Water District 835 E State Highway 56 Berthoud, CO 80513 970-532-2096 info@Itwds"g Office hours are Monday. - Friday 7:00am - 5 :0 0pr Follow us on Facebook at https://www.facebook.corn/LittleThompsonWater, .corn/LittleThompasonWater Billing Address EBER�L-MUCKL.EB, TODD DEBRA 7142 LAKOTA LAKES RD JOB# MSTOWNJ Co 80534- 3629 Service Address s 7142 LAKOTA LAKES RD JOHNSTOWN N CO 80534 Description Read Date 9/23/2020 Prey Reading 1,666 905 Present Reading 1,682,096 Account Information Account Number: Account Type: Due Date: Auto Pay Scheduled: Billing Period End: 684&.1 utility 10/25/2 D20 10/25/2020 9/30/2020 r Total Charges Water Base 'IArater Usage $28.15 $43SE Statement Charges $72.01 Total Amount Due $72.x►' Scanning Cover Sheet for Septic Permits Permit # SP -0100409 Permit Type: Health / Residential ! New Situs Street Address 7288 CR 54 Situs City, State, Zip Sec/Town/Range: _ Application Status: Finaled Application Date: 08/01/2001 Parcel # (12 digits) 095729000056-R0518301 Owner Full Name: Owner Address: Contact Name: Contact Address: FORBES COTT 7288 CR 54 JOHN TO1 N, O 80534 FORBES SCOTT 7288 CR 54 JOHN TOWN,CO,80534 Owner Phone #: 970.461.8278 Contact Phone# 970.461.8278 Information above has been Verified in Acce/a by employee noted below - Processed by: January 12, 2009 Date { Report ID: EHSO0024v003 Page 1 of 1 _ Print Date -Time: 1/12/2009 3:46:21 PM • • . a B eV. ' �• r'7 '' + 'rj ► • 'r.• + K t► • . L" ..• s f . ▪ T r a u • • l{s rjYi . I '.a "aJt • t arts •.* 't• Ji t • `i Jtai re. !• a.J••af?". ▪ ',`1 . `• "h 7• 1. . : • •• WELD % Ilir PUBLIC.HEALTH AND O • ' t COUNTY al AVENuI;:$tS2Pr't • `• :4 ,•i l ti 1555 NORT1-I GREELEY, CO -80631 a .e } • 11 et • 'i . II; •l-'•.•6 I . p- r + PHONE 304-6415 rifle. • . •,' a .• • • ' '-• - 1•* • .t.` ;_.�► +, • ,%%.. IQ; re: 1F' i'le #-41.14 ,,,, %-W r 4.T' 1{-4 ; e - + i • • • - s 4 a �a r 4• 1 • "T'• Y.. _4% • •:'t-' j +l •a4••. • y�i��+ • I Permit #: P-01. 09 ,4" 1s'i4?kc* t,t5 •• ,Lrrt•' .1 Owner: O B SCOTS •• .iti *Kr� `�'. if a•• . Applicant: FORBES scorr • - • 41.• « •• =.e, 4. Permit r a �� M� r 7• _ •_ L a yR9� i • s . i 7Y ` `: $��+` Type: RNEW �(°� +� R�Res d�entis _ r • '1 . • ,alam` 4 , • Parcel ` 0957-29•0-00-056 ..w %,,.,h$ r + t • ' ,„.:,........,i, a ir 1t 2• i•* �cr ' Or I I a t'` •'‘ . Location: 7288 CR 54 JOHNST WN 29 05 67 Legal Description: Installer: • a • -• . +i I a - e• Rr • 4• r • • -e -:• •` Description: • HOUSE Commercial: :• • • Residential: Y •• # of Persons: 4 Basement Plumbing: -:t N, ;r:=.; ## of Bedrooms: 3 Bathrooms a` Full: 3 3/4:' • a is ]•• S' !-• 'A • r ♦ I + y. • • • • •if 4 ��'-•rr-_ • 7t• •7�49 yy a.. „ y_ t,, •r r • • I f r • { ' •r�r, • `jai.t•t !.:a S •� i !•'r1Y •t - '' tr i j' • 4 jar P s 1" 1� a •Z. It, •. a at : • •a * 11 r P= r � l• -r 1 t..% '1 r • ' a . j sr." a ' • " *♦ . :. • r L*r.-Ji ask: It• i1:41 • • . I. • - -1• I • - ' •.# di •t .1,t' t+f.4 ' a'r t hA ;+'t7 i r,t', '1+ !:, -i tit# 1 `' 1 ad: r • + - a. 4 ora a • Water Public: Y Water SourceTTHOMPSO Water Private: N 'Cistern: . Well:, 14 q • . • • • art` •• s� 1 t fat :4' . : A Tii1 •4. I • •: ▪ Ibili+ - a r .P4.; t • r : t• L . • 41 I243 •f'4 . • 47;0 •- Percolation Rate: 83.3 Limiting Zone: 5 ft 6 in * i • •••/ -y ; fi ar' t',�.#,�ay�.1�d'1ja •�fy+�My:� ! �!a••si•,t• , is r4 3 -4 !a+►L.tt f .+.•4 r :. • r ' Suitable:(Y7N)E10,::,,N, 1�LJYi�:'�aa.3 ' � � 'f1"rW rl• • ��7CF Engineer ei+of N r . +. ood iexYaM kiV« 1 ` • •: � i-tr'11'1•-�i1•• • •4. es $t r' ' It t_•it is 3 t�• .t ••1•• iv S'.r'1•r'•' w�•f,J Well Batt #: 1 • • • a • t •a° ` F •a -fir= ' ` : 4 " --+~ •IC" • •1•. •141 J �• ` +. yf • ' • 1 • `• •••:r S' •••jT _t i�1• A •` •1{. _ •a i lscription •WTT� + •. % Ground Slope Minimum Installation Septic Tank: 1250 gallons A« a 'or .bsorptionBede .,�`''•".•_ ' ` cei"- # 'c': _ �•t4 ; ,,;k sit rsigna re feet . • - . Actual Installation' In en • Septic: _ g lops. • �Absorption .Trengh•• .1-•.. " • " ,e s um feet ; t •.• •r L. Y •" ati r ti * •t• ` 1 • t:. _ •r •� ri Design l►Pr a • J • • • • r A . eltat Ir• ► + wa••r •',;i ' ��i •'4*. i7.. r'�+ " �•A ••,r F • 3r k. a• y •. 1 i i r • ' '1f •F •L�'L�'•�4�rJ}a�.;• � .� ;i !' 1 •T .. �.. Mete f�•�'A jr A;,- h i . •`'Fe ��_ iy�,�syi . .aaArf R!•T,{�* 1 - �} S t'S t • ayy •.•., `�1 •'TC.}°`•'r-WtI'�Ji<`+ •'��.r' 1�F• • +L `� 1 -�1 • ` +_' �• + - • •r r • bso :ion Trend - p1�"i: • est - �� ` - t•1ate bAsits •- •'U _s • r`•+~ i r • • . ll r I. • t • 1- a. 4 ■ • s. 't fr • a 1. • - • •1. 1 N▪ . a ' T to • • • �' i• . . 1 • - •1r . s rit •,rr '• • • a irrr • • ▪ • r 4•} a . • ') I •t• 1a. ' • r �4a'' ~1 P•-• I if'. w„!-". .•.- s •_ a :7 •v• .1 1 ▪ .0 •. • g ► ` a, •. • ' �` . 1 , r . 1 • r • '\r • 4•* •4. ft. y•# ,1 i°". • • . •. fi i i r' . t • Lis r . a• • a j •Y •1 j 49 C1 . 1 •r • '• • t I i' •' a• t • «r. • A a i• arra s, etiw • r •t- Ik s t• • • ♦f 44 .J? •� • • •. .• •• • • - I + • • r. • a 5 • • a • -`l h •tP r Lv 1 1 fr / a •r11•a18 I.t " • (• •i .. .a I. t : • • . I _�.. • i 4,?1 • ,c. • 3.S + • f / + 1•}{r` • .fi•• •. • 1 • • 1 lltS �L •ft r• i -•k • d� « 1i.L 1L• a.. •+ • • • +a a -s • t R 1� '4, re , • Y ? •i t . a •F • if • ' AC. «• . t• i' « ;:•t' .s t-a.T1 ': • A • • • - , •I i•- rte. *a Y• ' L • Absor r 1• • square •on •Beds 1`'�.w a ,C1SO ` feet 1 j•-�yt'.L 3 t..-11 �'•■ 'aJ1tJ' -rJ'L'�L+ •ts l •it*r• ••• s •'Trrt • .al'{f�L%Y4�.• _•L9``1 lei1 % • ▪ • p) a • • II. 1 "�• •e 11 • a S • L 3 et f•sr • • t•. ag % t_` • y4 1 , r�L .{ • �•, f • ' ' l ' • �. 'jL��i•• •+ riiltr 4 t•.t.•• a _ T••oir rt T �.rk d f+• y i t: ' •+ � ll-pi .7 acad.-r � t4► `mac*" f .4 id r:W :Witt? 854, ,'T . asa e • +N• a!•_}•f�' •1.,- i• 9' is,-/ .. •- J1` f -it ,.,1,%•: . P •r1•' may • T.Nr 1, i' • f: + t1_ b . 1Y•. 1► . 1., 5,11 + • A,•� e'1•a' a>•'•F•Z u'� i f ~ } +{ ' t r ' �C1 } • 1 Pit, t R'� •- 1 . .1 l .. ,. rid • , r •ay •• aa•.A • � s •41 .f 1 .r•Jd • . • �+NtVIfPIICE_l%eJ#J&iInt#IJ,4s�3Il4!r •''«j•' wv1:- • jf—• S',' T'�:+t'.r:r1, t `•• i`•' •' ..: -i_; r ,-f • •The issuance of this permit does not imply compliance with o� statcfcc u 7or4 regulatory.o buil+c g.retiuirements � nor shall it act to certify that the subject system will operate r compliance with° li le�° a i- a td. -1 ,!e at�•1a4 red t to • •. it1-•.i •;j',fi. -{..•� •tf �( r r • a .' �rjtt} �«•pt i Article 10, Title 25, CRS as amended, except for the purposectof tab g� ' t`k•u letsystern for issue of -a•1 1 S • 9• /! '-:ifr• _ •r« la CP. :6.1 1Iif r rsf • -, a• • .t s I ate $'r�- r E' - 1 � s ' + occupancy permit persuant to CRS 1973 2540..111(2). b• ,t 1. L • .•r �0-711/44311,444016.kitA.ill': ' '}`1•Y �.A�: iii ;tillr+,a •:1.•J#11 i �j7„at { •r y 1e i 1Fs# •• } e4. •y{• I14 '. .S 11/ ••y —• •• A•t•44re )•''1 1°1 r•xw •orb ' v' ar} 'i « r 1'i ` 1« , da; -I • 1 • . r • . • • ` ,•Y a ►!1 •• This perm it Is not transferable The Weld County Department of Public filth and nviron entserves the, right to iinpose additional tuns and conditions required to meet our regulations on i continuing basis. Fu 1 �t approval: w1,ss contingent upon,* final inspection of the completed system by the Weld County peparimeit of Put Iic+ 1th and L nv nuient•- • • Form: S_FINNAL SI S 1 ,y 1 :, • _. • _ • •r {? 14 4.9 Environmental Health Specialist • • •• •• • , •r •r • • I. Date e V\tbfW bekscpse r,vaorAt-eceiaN \g; seatteo St) Lime( ieipitt eisthiltewrias kiewmci cfreikedikik eaf CUs RA €1' twukv5 45040 ttikkkE00A- : Cp4istuitt I i capprumak �" aM19c10(09 8-601 %--Pwitot 149,6-0t6AL Av • w6dt(Nnvit '� �p L5) 4 t FOR OFFICE USE ONLY ISDS APPLICATION FLOW SHEET ren • et I ° , IO:7• 1 Location: Information Form Complete - Authorization Form Received Flood. Plain? Yes/No Site inspection Date Engineer Design? Yes/No Date- Engineer Design Recd Customer Notified Date Staff Approval Sent Date Staff Approval Recd Pet Data Entr'd in Computer Date of 6OK Approval Date of Final inspection Eng Approval Letter Rec'd Variance BOA Approval Variance SOH Approval Sent (Variance, BCH Review) Additional Comments: SI' Date -`— _i_lEjay 73 Permit 1__ O O VO Legal Description: 29 -oma- _� Comments VP aussmarimirSrmagimas i?St) ituatrati a M /env rseptIciflawahatt500,wpci • SEPTIC INFORMATION FORM To obtain an I* .D., . permit, one must file an "Application for Individual 111 De Sewage Disposal System" at the Weld County Environmental Protection Services office, and pay the application fee. A "repair" fee shall be charged COLORADO for the expansion, replacement, or repair of an existing system. The following information must be provided on the septic information form: PARCEL NO.: tSeal on' ASSESSOR'S QFFtCE. AT (970) 3534845 EXT 3850 THIS CAN BE OBTAINED FROM THE PROPERTY OWNER_ �/ �� _. ---- -. MAILING ADDRESS 2 56 HOME PHONE (5:k4 �_ - � 2 6 WORK PHONE 303 2 0 - cc) l APPLICANT NAME Stv77-fras£ =-s 5rossiou ST 0 ZIP &2C4 - FAX (41S3), 2X- MAILINGADDRESS Cl *easy_ ZIP HOME PHONE-( e -- _WQR.KPJ-IONE( __ FA)___,Sew I .�.w,e! LEGAL. DESCRIPTION PT4JZ. PT SEC Z TWM: RNA_ 67 ACRES ?..63 SUBDIVISION. DESCRIPTIt3At.4FBUILDING (ex House Mobile Home, Modular, Shop, Office) SiTERflCATlC►!Ri AD RESS72t 4--tese. s ¢- XDIItI5imticorc.. `LfGj au g lea) DIRECTIONS TO SITE i•oe-7iZ G /C�� ,Z. — 2 S As, err Sr cox° gis NEW PERMIT REPAIR PERMIT VAULT PERMIT $315 $31 S $150 IF OBTAINING A REPAIR PERMIT, PLEASE LIST PREVIOUS OWNERS OF THIS PROPERTY FLOOD PLAIN YES - CENSUS TRACT OS! j� " RESIDENTIAL E�INQ COMMERCIAL YES I NUMBER OF PERSONS 4 BASEMENT PLUMBING YES tma0 NUMBER of BEDROOMS 3 • BATHROOMS: FULL S 1/2.1. WATER. SUPPLY:PUBLICl AI E -� - ►. ' � PRIVATE ES NO CISTERN YES WELL YES/ WELL PERMIT*R . Oj o 04c • a Total Engineering Service, Inc. 3310 State Street • Evans, CO 80620 • (97Q) 330-1071 • Fax (970)330-1252 August 2, 2001 Ms. Pam Smith Environmental Protection Services Weld County Health Department 1555 N. 17th Avenue Greeley, CO 80631 Re: Engineer Designed Septic System Scott Forbes 7288 WCR 54 Milliken, Corado SP -9900562 Dear Pam: 'a A representative from Total Engineering Service, Inc, observed the installation of the above referenced septic system prior to covering. The system was installed in accordance to the engineered designed system prepared by Total Engineering Service, inc. Please contact me if you have any questions concerning this matter. Sincerely. TOTAL ENGINEERING SERVICE, INC. Tom Cope, President cc: Scott Forbes File 00-132 ‘IscitinrigiArt ...ya74.fit.ftlf>43 • it rn: ter eil °sect:7, 404, ; 0 RECEIVED Ns% AUG 0 6 2001 EMIREIBru �u111 SORES LLC (HCS) perform rates was found to feet and six inc regulation rates for a to percolation rate. Total Engineering Service, Inc. 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 March 8, 2000 Ms. Pam Smith Environmental Protection Services Weld County Health Department 1555 N. 17th Avenue Greeley, CO 80631 Re: Engineer Designed Septic System Scott Forbes Section 29, T. 5 N., R. 67 W. Dear Pmit CU, -1 O. 'itALr : u 'I Please find enclosed data pertaining to percolation tests performed for Individual Sewage Disposal System (LS.D.S.) for the above referenced site. Horizon Construction Services, latlons (See a minutes per in The The average percolation countered at a depth of five perco , i ion ra = ; - s not meet the County system. An engineer -designed system will be required due The system has been sized for ; four + - . oom single family residence. The house is designed to use a 1250egallo i . compartment septic tank. The effluent from the tank will go into a distribution box and be distributed into a 2749 square foot combination bed • Infiltrator® units. The system was designed using the water can andle the flow. See enclosed calculations. The following criteria must be met: The combinatio constructed with mac` -10 Infiltrator® units sp feet ap (see drawing) and install m all il aeeo ce to the manufacturer recommendations. new sand will need to be placed between the units and a minimum of twelve inches over the units. A minimum of six 4, /%- inches (6") of native topsoil material will then be placed over the wicking sand. The system will need to be mounded so the bottom of the infiltrators will be set at a depth not Il greater g of below the emoting surface. A minimum of a 3 -mil plastic liner will be installed around the combination bed from the top of the wicking sand to one foot below existing grade. Total Engineering Service, Inc. 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284a9240 Ms. Pam Smith March 8, 2000 Page Two The Engineered Designed System was designed in accordance to Weld County Individual Sewage Disposal System Regulations. The owner will have to meet the required distance criteria as shown in Table H in the Weld County Regulations, enclosed. Sincerely, TOTAL EN INEERDIG SERVICE, INC. 974 Tom Cope, President cc: Scott Forbes 00432 f#99.4f,90 rb.„ Ste /OS fibeediefriee# 24995 7:31stiks% 3 SP/ niloit ie. tte: thIiiiito r t• i I a 1 7 • • Wet i z r PLASTIC LINER REQUIRED C 3 MIL MINIMUM REQUIRED. i NOTE: INSTALL MIN. INFILTRATOR TO MANLWACTURER RECOISMENDATI0NS. San S SS S S S Les MIES 62.25' MIN 111 Finished Grade Rber Rings PLAN NTS 12- max backfill ow opening cow of manhole** .r _ St 4 Invert Plastic sheep 'V - Vent Er= or Boffie 15-teeZieWSnalttas 7L-1211-ertiw rtirri eim r a was slaw Sludge Water Lind PO CIPOSS on i Tank dhrlder °Mt otio1 Box 1250 +lair SepticT •.d es in z i z esi e z )—. — FROM HousE • , ' . + - f .. • - _ • % 1 + • ••. • • • + ••. ..�g•. .:o - -'-. . • • .; • .:1". . 1 . . r• • • .; 41. es :.'' -, ••`: # Y NO GREATER THAN ONE Fu• POSTING GRADE. aAWN 4.1404 Zvi+4444�OI��s4.44.# 44* iJ Sludge ..• • ..Y t SEPTIC TANK NTS Total Enqineer'ng Service, Inc. rariarkarianirbarorkorbenonontriarberfarkiniono 3310 STATE STREET EVE. COLORADO 80620 (970) 339-5215 DATE: I I LIMITING ZONE A -A' 3/8/00 PROJ. NO: DRAWN N BY: 00-132 3 mil Plastic Liner SCALE: NTS T.M.C. CHECKED BY: T.M.C. SHEET OF 1 Ttal Engineering Service, Inc. 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 CALCULATIONS INDIVIDUAL FTI DISPOSAL SYSTEM SCOTT FORBES ESTIMATED now 4 Bedrooms 2 people/Bedroom 8 People @ 75 gpd/Person Maximum Daily Flow SEPTIC TANK (9Q0 gaUday)(day124 hrs)(30 hr Req. Det.) USE: 1250 Gallon Tank p 8 600 gpd 900 gpd Purled Name: Project Number: Number of infiltrator: Volume per inn Volume in infiltrators: Number of rows: Number of infiltrators per row min bed: Depth of d. Volume in bed: Volume of sand: Ratio of Effective vol. In sand: Useable volume in sand: Total Volume in system Scott Forbes Residence 00 432 45 16.3 733.5 5 9 2749.4 2.3 6406.0 5672.5 0.16 907.6 1641.1 cubic feet cubic feet square feet feet cubic feet cubic feet cubic feet cubic feet 44 • ft i Prije& s Project No.: Bed Area (S.F.): Affective Bed Storage (_F.) Max. Absorption Rate: Scott Forbes Residence 00432 Days Per Month January 31 February 28 March 31 April 30 May 31 June 30 July 31 August 31 September 30 October 31 November 30 December 31 January February March April May June July August September October November December Net Infiltration (In.) 0.58 0.93 1.5 2.05 2.86 1.86 2.45 1.76 1.76 1,1 1.02 0.71 600 2,749.4 1 ;41.1 INFLOW Net Infiltration (.F.) 133 213 344 470 655 426 561 403 403 252 234 163 INFLOW SUMMARY Net Infiltration �O+F. _.. Effluent (G. E.) 133 213 344 470 655 426 561 403 403 252 234 163 2,487 2,246 2,487 2,406 2,487 2,406 2,487 2,487 2,406 2,487 2,406 2,487 (Gal/SF/Day) Effluent Effluent 18,600 16,800 18,600 18,000 18,600 18,000 18,600 18,600 18,000 18,600 18,000 18,600 OUTFLOW Absorption Absorption Rate Rate ,.F.) (Oa _ 2,487 2,246 2,487 2,406 2487 2,406 2,487 2,487 2,406 2,487 2,406 2,487 17,046 15,397 17,046 16,496 17,046 16,496 17,046 17,046 16,496 11,046 16,496 17,046 OUTFLOW SUMMARY Absorption Rate E.T. (.F! (C.F.) 2,279 2,058 2,279 2,205 2,279 2,205 2,279 2,279 2,205 2,279 2,205 2,279 115 105 158 270 479 1,070 1,890 580 829 467 165 140 2,279 2,058 2,219 2,205 2,279 2,205 2,279 2,279 2,205 2,279 2,205 2,279 Required Storage (CY.) 226 295 393 400 384 , per- . • asii. w a a. • as • • • i l f • • I • • a • r 2'w w t • . a a • 270 231 • 0.50 0.46 0.69 1.18 2.09 4.67 8.25 2.53 3.62 2.04 0.72 0.61 Cumlative Storage (Cr) 226 521 915 1,315 1,699 1,256 135 166 I. �s • ii if ��•a•4; St 203 434 115 105 158 270 479 1,010 1,890 580 829 467 165 140 Bed Storage (%) 14% 32% 56% 80% 104% 77% 8% 10 -4% -4% 12% 26% S 1 4 s i T�ble 1 Table of Minimum Horizontal Distances in Feet between Components of a Sewage Disposal System and Pertinent Ground Features S U U U) Da C aa� CO Septic Tanks, Treatment Plants el O S 1:1 Cat 1 C fi at C a .0 yrro as IS ra a a YY aP Cn TP se i- Lined Subsurface Sand Filter V es a as O dre .9 C Springs, Wells, or Suction Lines 50 50 50 60 60 i w OS St Et CV Zip i i'7 Ii its 0 CS co e •i C tor fa it i a 65 U C iF a it V •i O e alai U I- C. a ri V3 a� i fi 100 ateioo r i CO • Cit a Cif C C Cit DC _ i e •i r �r — L i w .S l L 0 4= V C ft Ct Potable Water Supply Lines j 10 10 10 10 10 Cistern 25 25 Dwelling or Occupied Building 0 5a Property Lines 4 lOb 25 15 10 25 25 15 10 Subsoil Drains lOc lOc 110 10 Lakes and Ponds SOc E S0c 25 Intermittent Streams (d), Stream or Water Courses, Irrigation 50c Ditch (0 and (g) Swale or Gulley (e) ion 25f SOc ion 25 10 ioor 10 15 100E 25 ioj 15 25 loon 251 25 25 20 10 25 25 15 100h 100 25 a. Components which are not watertight should not extend into anticipated root system or nearby trees. Distance shown shall not apply to treatment plant. b. Distance shown shall not apply where effluent discharge is not required to be contained on the premises of origin. c. Crossings may te permitted where pipelines are constructed of sufficient strength to contain flows under pressure. d. Waterway or stream is defined as a feature which drains a watershed greater than one square mile. e; Swale or gully is narrow ravine or shallow depression which carries water after a period of precipitation to include snow runoff and has limited water sources and a drainage basin of one square mile or less. 1. The Department may allow a lesser distance for fully lined systems in instances where the flood zone is not a factor for consideration. gfr The Department may allow lesser distances which meet State Guidelines where irrigation ditch laterals not seeing as public water sources and where such lesser distances would not cause pollution or be detrimental to the septic system. h. Add eight (8) feet additional distances for each 100 gpd of design flow over 1600 gpd. . The set back for a slit trench shall be 50 feet. _e a HORIZON CONSTRUCTION SERVICES, L.L.C. ENVIRONMENTAL - GEOTECHNICAL - MATERIALS TESTING September 17, 1999 Mr. Jeff Stoll Director Environmental Protection Services Weld County Health Department 1517 16th Avenue Court Greeley, CO. 80631 Re: I. S.D. S. Percolation Tests Scott Forbes W 'A of the North 1/2 of the SW A of Section 29, T5N, 167W of the 6th PM Weld County, CO PIN #: Pending Dear Jeff! Please find enclosed the data pertaining to the percolation test performed for an Individual Sewage Disposal System (I.S.D.S.) .D. S . for the above referenced site. The percolation test was performed by Horizon Construction Services, LLC (Horizon) on September 15, 1999. The average percolation rate was found to be 83.3 minutes per inch and is summarized on Table No. 1. The average percolation rate did not meet the County regulation rates for a standard system. No limiting zones were encountered at the site to a depth of eight feet (83-O"). See attached Soil Profile. It is our recommendation that an engineered designed septic system be required in accordance to the county regulations for the above referenced site. Please contact me if you have any questions concerning this matter. Sincerely, HORIZON CONSTRUCTION SERVICES, LLC ae Shawn Stifle, EST Reviewed by: se‘,4, oftal 171**w.r cee eto.1/4,9."0.0:1, • ,�4r s ci. • I. Thomas Cop201:a + glibe O t ..:4� . �! l 4,4 nit i re 3310 STATE STREET, EVARS, CGLO� NM (970) 377$ (970) 33S5218 ; FAX TABLE NO. 1 PERCOLATION DATA SUMMARY FOR PROPOSED FORBES RESIDENCE Percolation Bore No. I 2 3 . 4 S 6 Average HORIZON CONSTRUCTION SERVICES, LLC Percolation Rate jmni� 100.0 80.0 80.0 80.0 80.0 80.0 83.3 SOIL PROFILE Percolation Test ••• •• M F • • • • • I. • a M • a. f s • f a I Grass and Silty Sandy Clay Topsoil with Trace Gravel Brown Moist Silty Sandy Clay with Trace Gravel Brown Moist Silty Clayey Sand Brown Moist Silty Sand with Sonic Gravel 16' Water was detected in borehole at a depth of 5%6" HORIZON CONSTRUCTION SERVICES, LLC. I b s * + s r t 4a Corn Field • Forbes Gestech Fence Line 4 How Constmction Services, LLC t Road Alfalfa Proposed Leach Field 4 O O O O OO O 4- 271' BH 2 BH1 cfpge 44 NORTH ••. Bah Ditch • irste. Cattle Guard May 18.00 Thu Sep 16 11:141999 Scale 1:1,758 (at center) 200 Feet 50 Meters Interstate/Limited Access -1-1- Railroad River/Canal • [�_1998 Ikl arnK. Street Atlas USA • 's 02/05/1994 11:09 • • 000000000000 J&$SST : PAGE 02 Total Engineering Service, Inc. 3310 State Street • Evans, C. 80620 • 970 330-1071 • Fax 970 33ti-1252 August 2, 21101 Ms. vm„ Smitls Environmental Protection Set WSd County Health Department 1555 No Iry Avenue Greeley, CO 80631 Re: Enqirmer DesignS Septic System Scat Forbes 7288 WCR 54 MIIAlaen, Colorado SP -9900562 Dear Pam: A representative from Trial Engineering Service, Inc. observed the installation of the above referenced septic system prior W covering. The system was installed in accordance to the engineered designed system prepared by Total Engineering Service, Inc Pose contact me If you have Y questions concerning this matter. Snasrely, TOTAL ENGINEERING SERVICE, INC, Torn Cope, President cc: Scott Forbes Ale 00432 0191:1111 f 4,414Butefreat ipoiS 0 • WELD COUNTY BOARD OF HEALTH ENGINEER DESIGNED SYSTEM REVIEW PROPERTY OWNER: Scott Forbes PERMIT NO.: SP -9900562 (New) LEGAL DESCRIPTION: PT: SECTION: 29 TOWNSHIP: 5 RANGE: 67 SUBDIVISION: LOT: BLOCK: FILING: SITE ADDRESS: Pending WCR 54 WCR 15 ealtv,Pesromiiiirrovul FACILITY: Residential 3 Bedroom home PERC RATE: 83.3 SOIL: Unsuitable LIMITING ZONE: At grade - Clay; 5'6" w groundwater ACRES: 55.0 WATER SUPPLY: Johnstown XXX ENGINEER DESIGN (3.5) EXPERIMENTAL DESIGN (3.14) ENGINEER: Torn Cope - Total Engineering ADDRESS: ESTIMATED FLOW: 675 O.P.D. PRIMARY TREATMENT: Standard tank CAPACITY: 1250 gallons DISPOSAL METHOD: Absorption/ET bed SIZE: 2749 square feet REQUEST F • R VARIANCE: STAFF COMMENTS: The system is sized for the a four bedroom home. The system will be placed no deeper than 1 foot below existing grade. STAFF RECOMMENDATION: Approval ENVIRONMENTAL PROTECTION SPECIALIST: Pam Smith REVIEWED BY BOARD: June 271 00 B.O.H. DECISION: APPROVED: DENIED. TABLED: en ...kin Chairman Weld County Board of Health MAPPANSDS%6-5.vixl l la • ' • r • � �; ••r •. f et•a• , . ..it. .,.+• �r6 .• : •• a.sr '+r . + a■ t !a. • IaaM 'n • laf •�T�• t r .• 'a•Traj rir : r•r•• ' �+ pas • / ,b.Yb •'r^-fir !y .r► ■ a ••.» t _ � • r +,- y, r•,.k�a'�V' ♦ ' +_ •a� b '� t� •, �i i r- . ' . ♦ j' ' r ' .• • r • +ri wr • • .• - ,: ; r` * _ • •• . r • . • i r ,a a f ✓ 1• • f .•.. • •o r �• • +•. _ •fr - f _ ' 1 _ S• at ,- t. ! • •,• " f- J • f r ` • . t.,�,• � • t" /aaL, y �� apt {,.r are � ••.'-•� ••r a• i• � r- * � � ,a •. a• � -• • a • • r • � r_. •r�' �� y i-.• . r4:ala •Y'�trio. � .a• .� Oaf • N�� _ • 1 +tea • ' • •• r /,r' •-�'1 �, .' . 4,. !• • '• a• 4 . • ' ■ •••■ +i • • i EPARTMENTQF.PUBLJC HEALT + r• r! 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[ . ? . ••f , • r t r . t F •r• .a •ia 1 •• ••11.6.74.1.1; :t y • • ' r r •f._ ,7.• re • •r •a ' 1 • r f2 ■ oar * • `• a .a a • • • f s at r.� • f r , .. 4 r r • • . • • 1 •• a a , ,T I•' tar 1 •. •1 a r • r• ••r 'Jri • •. •A _• •a. - 7 ■ • J r„ a. r • •tae •7la . +' 1 , as • •fr. a r•I4, i' a • ' ; , a f. .l r ,€ r r 1 r.' , ... . r �•' • . ! rr ate i a a •I •4 5•a. # • r • • • •' lees. . • 1 r r . y• " • a • 'I i • 1 •- • a a a. • a • a• s •: -a • ."• 4 ,. . 1 + ••• 4. r 1 • t 1 • • _ r a •r• ■ t. • a _ r• • t • a,` a + • , • ._ _ , • • • • •• . a - - ■f.' • a a -a• r7 r •• — -' ' • •# + --f 'i . • •;ry ' 1 •�. r • i , • ••,: •1r •II C ' ■ : a •i - • # ' • 'r.j _ t • • ' ••. • +[7h. • .if r ` ► r +� + •Ja ' iF• +•• i • • • ^ •• jr. r ' • • •i ■ • 1 7 _a' ' •I r •I •S • • jr • are are r • aj,; 1 • . + • • • • r b • ■ as. • r �• r , 1 • •• . -fir •• r 4 r. ♦ { .• • 1 • • ' •• ` • • • r• 4 rte' ,., r• • • a •r - r • • P. +ai • .� r • a, f • � •• • f • •f 4 r •7 ' J • •'•~ •+ a_ a*t' • 1 r.• ' °•• r • ' + riser a • •• `Sa}.' • +t+ i{ at -•• • r a• r_ . s •, r • •4 • • • • r a i , ` .•. ra • % • • - ..• • . 2 a a •+ •• • . . • - a • L 'T• ;+ • • •1r•� } �� +Jf{_ `flit •4 r r • ••tt.• ;' - •a' *r • T' f „ 4 • ' # Init * *****************c******************************************************* WELD COUNTY HEALTH DEPARTMENT (970) 304-6415 RECEIPT * ************************************************************************** Receipt Number: 99002258 Amount: Payment Method: CHECK Notation: 1454 315.00 11/04/1999 09:30 User: REUBTILL Owner Name: FORBES PARK RANCH LLC Applicant Name: FORBES S SCOTT Permit No: SP -99O0562 Parcel No: 0957 29 000035 0253993 Site Address: Location: PENDING ADDRESS COUNTY RD 54 AND COUNTY • This Payment 315.00 Total Fees: Total ALL Pmts: Balance: RD 15 29-5-67 315.00 315.00 .00 * 7fi * * 7ri * 2{ * 74 74 * * * 7S 7C 7F 7S * * * * if 7'S 7S * 7f 74 * * * * * * * * * * * * 7C * * * *i * * * * * 7ri * * * * *i * * * * 7ri * * * * * 7f * * * * Account Code 2560x41400-4221-400 256041400-4221-400 256041400-4221-400 256041400-4221-400 256041400-4730-400 Description New Septic Permit Repair Septic Permit Vault Permit Site Evaluation Potable Water Sample Amount 315.00 .00 .00 .00 00 Description: Commercial (Y/N): Number of Persons: HOUSE N Residential (Y/N) : 4 Basement Plumbing (Y/N): Number of Bedrooms: 3 Water Public (Y/N): Water Private (Y/N) : Water Permit No: Y N N/A Y N Bathrooms-› Full: 3 Utility Name: Cistern (Y/N): Acres.: 86.00 3/4: 1 1/2: CITY OF JOHNSTOWN N Well (Y/N) N NOTICE Applicant acknowledges receipt of the individual sewage disposal system guide and that the completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Health Department to be made and furnished by the applicant or by the weld County Health Department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10, title 25, CRS as amended. The applicant certifies that the proposed system will not he located within 400 feet of a community sewage system. The undersigned hereby certifies that all statements made, information and reports submitted herewith -and required to be submitted by the applicant are, or will be, represented to be true and correct to the best of my knowledge and belief, and are designed to be relied on by the Weld County Health Department in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as proviQ law. This application expires one year from the signature date. X 140/44M Date OWNER/APPLICANT PARCEL NO. SEPTIC 11%1 —FORMATION FORM To obtain -an Its. .s. permit, one must file an "Application for Individual Sewage Disposal System" at the Weld County Environmental Protection Services office, and pay the application fee. A "repair" fest shall be charged for the expansion, replacement, or repair of an existing system. The following information must be provided on the septic information form: THIS CAN BE OBTAINED FROM THE Tr! ASSESSOR'S OFFS AT (970) 353-3845 : T 3650 W PROPERTY. OWNER \ MAILING ADDRESS 2. 2. _ ,� _ 10/2 730INte PFO?sfEa4G 1 - S12)B L i ,+yP I i1 ANT NAME "Vs Fio-fti3 z CITYLbvV infiia+v i ~_. S?` eo Zrt) 'socUf, WORK PHONE 0A3'1 1 3V'i FAX (103117 o4f MAILING ADDRESS .frenAZ iiiRove=s' CITY ZIP eeer HOME PHONE ( 1 _} WORK PHONE ( ) -_ FAX S. ,r DESC= ION OF BUILDING x. PIous - Mobile Home, Modular, Shop, Office) SITE/LOCATION , DRESS_ --- - CITYDIRECTIONS TIT pa - ouirt4 Ens CocA LEGAL DESCREPTION P ' PIM SECZ TWN S RNACRES SUBDIVISION _ LOT BLOCK FILINGNEW PEAT REPAIR PERMIT - $315 $315 IF OBTAINING A REPAIR PERMIT, PLEASE LIST PREVIOUS OWNERS OF THIS PROPERTY CENSUS TRACT. 1 ��iii�� ■ Y iif�i �� RESIDENTIAL L COMMERCIAL NUMBER OF PERSON 4 NUMBER OF BEDROOMS 3 BATHROOMS: FULL BASEMENT PLUMBING YES WATER SUPPLY: PUBLIC 01. O UTILITY NAME 3/x___.1— 1/2 a PATE 1CFS ? CISTERN_ - - S / NO WELL ITS iNQ WELL PERMIT a a . . • STRUCTION SERVICES, LLC ;BSOIL AND GROUNDWATER CONDITIONS PROJECT NO. 99099 Forbes Geotech September 17, 1999 The soil profile at the site consists of strata of materials arranged in different combinations. In order of increasing depths, they are as follows: • 1. Grass and Silty Sandy Clay Topsoil: This stratum was encountered from grade to approximately 1 foot below grade and should be removed, segregated, and remain unused for onsite backfill material. a 2. Brown Silty Sandy.,,Ciav: This stratum was encountered generally from 7 *to 2 feel below grade and will have a moderated swelling potential with a law to moderate bearing capacity. 3. Brown Silty Clavev Sand: This stratum was encountered from 2 to 6 feet below grade and will have a low swell potential with a low to moderate bearing capacity. Ground water was found at the- top of this stratum in Boring 1. 4. Brown Silty Sand with Some Gravel: This stratum was encountered from 6 to 15 feet and will have a low swelling potential with a moderate to high bearing capacity. f 5. Brown Sand and Gravel: This stratum was encountered from 14 to 15 feet and will have a low swelling potential with a moderate bearing capacity. f 6. Groundwater: At the time of the investigation groundwater was located: at a depth of 5.5 feetrer levels in this area are �Thoiutje t to .change due tq seasonal variations and irrigation demands on andloradjacent to the property. RECOMMENDATIONS AND DISCUSSION Our recommendations are based on the assumption that the subsurface conditions are similar to those disclosed by the borings._ If variations are noted during construction or if changes ire made in the site plan, foundation type or floor levels, we should be notified so we can supplement our recommendations, as applicable. It is our understanding the proposed residence will consist of a concrete tilt -up structure on spread footings. We do not anticipate foundation loading to be unusual for this type of construction. The footings will be placed on bearing materials approximately 1 foot below existing grade. Ground water was located, as noted at approximately five and one half feet below existing grade, in boring number one. Page 3 of 8 HORIZON CONSTRUCTION SERVICES, L.L.C. ENVIRONMENTAL aGEOITCHNICAL, a MATERIALS TESTING September 17, 1999 Scott Forbes NWI/4 of the NI/2 of the SWI/4 of Section 29, T5N, R67W of the 6th PM Weld County, CO Re: GEOTECHNICAL INVESTIGATION FOR THE PROPOSED CONSTRUCTION SITE LOCATED IN THE NW1/4 OF THE N1/2 OF THE SW1/4 OF SECTION 29, T5N, R67W OF THE 6T" PM, WELD COUNTY, CO Dear Mr. Forbes: We are pleased to submit this Geotechnical Investigation Report for the proposed construction at the above referenced site, as you requested. Based upon our investigation of this she and the subsurface conditions encountered, it is our opinion the site is suitable for the proposed construction, providing the design criteria and recommendations set forth in this report are met. The enclosed report presents our findings of the subsurface conditions and our recommendations based u • • n these findings. Sincerely, HORIZON CONSTRUCTION SERVICES, LLC Shawn Stifle, Eli Reviewed by: 4z1/4 •14.• Thomas CopLiftE. 249i'" erttler „soil Inal"1/474 #.,:* sterfiliht• •4 3310 STATE STREET, EVANS, COLORADO 90920 (970) 330.377$ (9 3394210 • FAX HORIZON CONSTRUCTION SERVICES, Lit SCOPE PROJECT NO. 99099 Forbes Geotech September 17, 1999 GEOTECHNICAL INVESTIGATI O N REPORT This report presents the results of a geotechnical investigation for the proposed residential site located at WCR 54 and '� Mile West of WCR 13 %, Weld County, Colorado. The investigation was conducted for the owner, Scott Forbes. This investigation included one test boring to obtain soils and groundwater data and six percolation field borings to determine percolation rates. The objectives of this study were to: 1. Evaluate the subsurface conditions at the site relative to the proposed construction, 2. Make recommendations regarding the design of the substructures, 3. Recommend certain precautions that should be taken because of adverse soil and/or groundwater conditions, and 4. Determine percolation rates for the proposed leach field and determine if any limiting zones may exist within eight feet of existing grade. The conclusions and recommendations presented in this report are based upon analysis of field and laboratory data and experience with similar subsurface conditions in the general vicinity. SITE LOCATION AND DESCRIPTION The proposed building site is located in the NW % of the North '.4 of the SW 34 of Section 29, T5N, R67W of the 6'h PM, Weld County, Colorado. Based on the information provided the proposed residence will be constructed with a stab -on -grade. The site is currently irrigated in alfalfa with a cornfield directly west of the drill site. The proposed house will be located approximately 70 feet west of boring one due to existing corn. One oil battery is located to the southwest and the site generally slopes to the south. The Coulson Quarry is located approximately 300' to the South of the property. Pagel of 8 HORIZON CONSTRUCTION SERVICES, LLC SITE INVESTIGATION PROJECT NO. 99099 Forbes Geotech September 17, 1999 The field investigation was conducted on August 6, 1999, and consisted of a boring located approximately as shown on the Site Plan (Appendix A). A boring was drilled to obtain soil samples for laboratory examination, determine field parameters and determine groundwater levels. The boring field log includes field visual classifications and Standard Penetration Tests (SPT) of the materials encountered during sampling Borings were advanced using 4.0 -inch diameter continuous flight augers powered by a CMEe55 truck mounted drilling rig. Soils were obtained to determine an index of the soils relative density and consistency with the Standard Penetration Test (SPT) split spoon sampler. The "IV" values listed on the Summary of Test Results is the number of blows required to drive the 2 -inch diameter split -spoon sampler 't2 -inches into undisturbed soil by a 14U - pound hammer dropped 30 inches. The "N" values are listed on the boring logs. We obtained undisturbed non -granular and fine sand samples for laboratory analytical use with three-inch (3") outer diameter thin wall samplers (Shelby Tubes). All materials were preserved at natural moisture content until testing. Boring logs are provided in Appendix A and include visual classifications of each soil, location of subsurface changes, and S,T results. A qualified soil technician from Horizon Construction Services, LLC, was present during all drilling activities and continuously observed the fieldwork. final boring logs in this report represent the field findings and additional information determined by laboratory observations and tests. LABORATORY TESTS AND EXAMINATIONS Samples obtained from test borings were subjected to testing and inspection in the laboratory to provide a sound basis for determining the physical properties of site subsurface soils. Moisture contents, dry unit weights, consolidation determination, swelling potentials, Atterberg Limits and Unified Soil Classification Standard System were determined. A summary of the test results and laboratory analyses canbe found in Appendix B. Page 2 of 8 HORIZON CONSTRUCTION SERVICES. LLC PROJECT NO. 99099 Forbes Geotech September 17, 1999 UBSOIL AND GROUNDWATER CONDITiONS The soil profile at the site consists of strata of materials arranged in different combinations. to order of increasing depths, they are as follows: 1. Grass and Silty Sandy Clay Toosoil: This stratum was encountered from grade to approximately 1 foot below grade and should be removed, segregated, and remain unused for onsite backfill material. 2. Brown Silty Sandy_Clay:, This stratum was encountered generally from 1 to 2 feet below grade and will have a moderated swelling potential with a low to moderate bearing capacity. 3d Brown Suety Clayey Sand: This stratum was encountered from 2 to 6 feet below grade and will have a low swell potential with a low to moderate bearing capacity. Ground water was found at the top of this stratum in Boring 1. 4. Brown Silt Sand with Some Gryel: This stratum was encountered from 6 to 15 feet and will have a low swelling potential with a moderate to high bearing capacity. 5. Brown Sand and Gravel: This stratum was encountered from 14 to 15 feet and will have a low swelling potential with a moderate bearing capacity. 6. Groundwater: At the time of the investigation groundwater was located at a depth of 5.5 feet. Water levels in this area are also subject to change due is seasonal variations and irrigation demands on and/or adjacent to the property. RECOMMENDATIONS AND •ISCUSSION Our recommendations are based on the assumption that the subsurface conditions are similar to those disclosed by the borings. If variations are noted during construction or if changes are made in the site plan, foundation type or floor levels, we should be notified so we can supplement our recommendations, as applicable. It is our understanding the proposed residence will consist of a concrete tilt -up structure on spread footings. We do not anticipate foundation loading to be unusual for this type of construction. The footings will be placed on bearing materials approximately 1 foot below existing grade. Ground water was located, as noted at approximately five and one half feet below existing grade, in boring number one. Page 3 of 8 HORIZON CONSTRUCTION SERVICES, LLC FOUNDATION PROJECT NO. 99099 Forbes Geotech September 17, 1999 In view of the loads transmitted by the proposed structure and the soil conditions encountered at the site, a conventional spread footing foundation is recommended. The following design criteria should also be observed: a) All exterior footings should be placed a minimum of thirty inches below finished grade for frost protection. b) Footings may be designed for a maximum allowable net bearing capacity (dead load plus maximum live load) of fifteen hundred pounds ,per square foot {4500 psfl. The predicted settlement or heave under the above loading should be less than three-quarters of an inch (s/."), generally considered to be within acceptable tolerances. These loads were based on the in -situ material remaining partially saturated and the engineer's recommendations provided as discussed in this report. c} To counteract swell potentiat, a constant minimum deadload of two hundred pounds per square foot (200 ps should be used in the structural design for footers place less than three feet below existing grade. A minimum dead load is not required for footer or floor slab placed on sands below three feet. d) Footings should be proportioned as much as practicable to minimize differential movement. Spread footings should be a minimum of 16 inches in width. Pad footings should be a minimum width of 24 inches. Continuous concrete foundation walls should be well -reinforced top and bottom, e) The base for structural fill should include all areas within a 1:1 horizontal to vertical slope from the edge of the footings. 1,1 A geotechnical engineer should inspect all subbase and imported material prior to placement of any foundation concrete. LATERAL EARTH PRESSURES Lateral pressures on walls depend on such factors as the type of wall, hydrostatic pressure behind the wail, type and slope of backfill material, degree of backfill compaction, allowable wall movements, and surcharge loading conditions. Where anticipated wall movements are greater than approximately 0.5 percent of the wall height or wall movement is constrained Page 4 of 8 • ` f. * 4 HORIZON CONSTRUCTION SERVICES, LLC PROJECT NO.99099 Forbes Geotecti September 171 1999 lateral earth pressures should be estimated for an "at rest" condition. Where anticipated wall movements are greater than 0.5 percent of the wall height, lateral earth pressures should be estimated for "active" condition* Walls backfifled with on -site silty clayey sand material should be designed for an equivalent fluid lateral earth pressure of 55 pounds per cubic foot for the "active" condition and 45 pounds per cubic food for the "at rest' condition. We recommend a coefficient of sliding resistance between the concrete and bearing soils of 0.4 be assumed in the analysis. These values do not consider sloping backfill, surcharge loading, hydrostatic pressures, or horizontal swelling pressures. If any of these conditions are anticipated, lateral earth pressures will need to be adjusted. Disturbed subbase material and fill against footings, stem walls and retaining walls should be compacted to a density of 95% of maximum density and within 2% of optimum moisture, in accordance with ASTM D698. Medium to high plasticity clay soils should not be used as subbase or structural backfill material* FLOOR SLABS • The following recommendations are to be provided during construction: 1. Slabs should be designed for the imposed loading and be structurally independent of bearing members and utilities. 2. A minimum 4 -inch layer of approved compacted granular material should be provided beneath all slabs to help prevent capillary rise and relieve any swell potential. 3. To minimize and control shrinkage cracks that may develop in slabs, control joints are recommended every 15 feet and at areas of potential cracking. The total area contained within these joints should be no greater than 225 square feet. Y 4. Slabs should be continuously reinforced with wire mesh or equivalent. 5. The structural fill base should include all areas within a 1:1 horizontal to vertical slope from the footing edge. Page 5 of 8 • I • I HORIZON CONSTRUCTION SERVICES, LLC PROJECT NO. 99099 Fortes Geotech September 17, 1999 6, Structural fill beneath footings or slabs should be placed in maximum 8 - inch lifts compacted to ninety-five percent (95°l0) and three percent (3%) of optimum moisture in accordance with ASTM D698. 7. Proposed material to be used for structural fill should be evaluated by a geotechnical engineer prior to installation. A geotechnical engineer should closely observe structural fill installation. 8. Exterior slabs exposed to de-icing chemicals or extreme weathering should be constructed using Type II cement with higher air contents and higher compressive strengths. SUBSURFACE DRAINAGE Groundwater was encountered at the site at the time of the subsurface investigation, therefore we recommend that a subsurface drainage system be installed, only if a crawl space or basement is to be built, as follows: 1) The perimeter drain should be installed around the top of the footer sloping to a sump area at a slope of one -eighth inch per foot (1/8"!1'). The drain should be constructed with four inch (4"), or greater, perforated pipe and should be surrounded in a gravel bed with a minimum of eight inches (8") of one and one-half inch (1-1/2") or three quarter inch (3148) clean washed gravel. Building paper should be placed above the gravel prior to backfilling. 2) Waterproofing measures should be included during construction, and may include waterproofing sprayed onto the foundation walls and/or an impervious membrane installed adjacent to the exterior of the foundation wall. A clean granular backfill placed adjacent to the barrier should be installed to allow surface water to enter the perimeter drain described above. Installation of a water stop should be placed between any footings and foundation walls. GENERAL RECOMMENDATIONS The following recommendations should be followed during construction and maintained at all times after the structure has been completed: 1) Finished grade should be sloped away from the structures on all sides to give positive drainage. A minimum slope of 6 inches for the first 10 feet is suggested. Page 6 of 8 HORIZON CONSTRUCTION SERVICES, LLC a PROJECT NO. 99099 Forbes Geotecti September 17, 1999 • 2) Gutters and down spouts should be designed to carry roof runoff water well beyond the limits of the backfill area. 3) Underground sprinkling systems should be designed such that piping is placed a minimum of 5 feet outside the backfill of the structures. Heads should be designed so that irrigation water is not sprayed onto foundation walls. These recommendations should be taken into account for planned landscaping. 4) Backfill around the exterior foundation walls in non-structural areas should be moistened and compacted to at least ninety percent (90%) of Standard Proctor in accordance with ASTM D698. 5) Lawn edging used around the exterior of the structure should be perforated to present surface water ponding in the vicinity of backfill soils. 6) The exterior backfill should not be covered with polyethylene moisture barrier. A weed suppressant geotext.ile fabric, to allow for natural evaporation of the backfill soils, should be used instead. 7) Footings should be proportioned as much as practicable to minimize differential movement. 8) Compaction requirements should be completed as described in Appendix C, " Suggested Specifications for Placement of Structural Fill". 9) A Registered Professional Structural Engineer should design the sube structures, and they should take into account the findings and recommendations of this report. 10) Backfill material should be free of frozen soil, dried clods and organic matter. Backfilling should only be accomplished when concrete strength and adequate support to foundation walls are applied and acceptable to the Structural Engineer. GENERAL COMMENTS This report has been prepared to aid in the evaluation of the property and to assist the architect and engineer in project design. In the event any changes to the design of the structures or their locations are contemplated, the conclusions and recommendations contained in this report will not be valid Page 7 of 8 C • i ORIZON CONSTRUCTION SERVICES, LLC PROJECT NO. 99099 Forbes Geotech September 17,1999 unless said changes are reviewed and conclusions of this report modified or approved in writing by Horizon Construction Services, LLC. The professional judgments expressed in this report meet the standard of care of our profession. Every effort was made to provide comprehensive site coverage through careful locations of the test borings, while keeping the site investigation economically viable. Variations in soil and groundwater conditions between test borings may be encountered during construction. In order to permit correlation between the reported subsurface conditions and the actual conditions encountered during construction and to aid in carrying out the plans and specifications as originally • ntemplated, we recommend that a geotechnical engineer be retained to perform continuous excavation and foundation construction review. Horizon Construction Services, LLC, assumes no responsibility for compliance with the recommendations included in this report unless we are retained to perform adequate on -site review during construction. Analyses were performed and this report was prepared for the exclusive purpose of providing geotechnical engineering and/or testing information and recommendations. Environmental and flood plain assessments were not conducted and are not within the scope of this study. ASTM methods, if any, used in this report apply only to the specified test and any cross references listed in that specific ASTM are not implied or to be inferred. We were not provided with information or have knowledge of any hidden structures or other historical events which may effect this property, other than the installation of water and sewer mains in the previously developed areas of the property. Page 8 of 8 HORIZON CONSTRUCTION SERVICES. LLC APPENDIX A Site Plan Boring Logs PF OJECt' NO. 99099 Forbes-Geotech. • I - ' 4 a ses Forbes Geotech a 1 i 1 Fence Line 4 Horizon Construction Services; LLC Fence Line 4 4 00 00 0 t B ! t Road ti Alfalfa Corn Field Proposed. Leach Field 270" Cattle Guard Mag 16.00 Thu Sep 16 11:42 1 Scale 1:1,758 (at center) 200 Feet I50 Meters I Interstate/Limited Access --�- - Railroad ..., River/Canal 1998 Vie. Sty Atlas USA LOG OF BORINGS Borincj 1 Forbes Geotechnical Investigation Grass and Silty Sandy Clay Topsoil with Trace Gravel • • • • a • • •• T a • a • _• • • • •• • . • • a • _a • Brown Moist Soft Silty Sandy Clay with Trace Gravel 1$ is' • a • • I • a • • ■ • • 4. • 4 •• . • • • • ▪ a • • • • • a • • I. • 4 • • a •• • • a • • • • a • ■ • • • • I. • • • • • • a • a • • T • • s • a • • • • a • ■ • • ▪ • • L • • o • • • • • • • a • • Brown Moist Loose Silty Clayey Fine to Medium Sand Brown Moist Dense Silty Fine to Medium Sand with Some Fine to Coarse Gravel Brown Wet Medium Dense Fine to Coarse Sand and Fine Gravel N_4 Moisture: Recovery: Depth: 1-2' s 21.6% 13112" 14=5 Moisture: Recovery: Depth: _ 23.3% 12/12" 2-3' N= Moisture: Recovery: Devth as 27.4% 12/12" . 5 -6' 6 N= 31 Moisture: = 13.1% Recovery: 12/12" Depth: 8-9' N= 13 Moisture: Recovery: Depth: 14-15' _ 17% 12/12" I. Water was detected in borehole at a dept. of 5'-6" • HORIZON CONSTRUCTION SERVICES, LLC, s REPORT TERMINOLOGY COARSE - GRAINED SOILS FINE - GRAINED SOILS LESS THAN 50% FINES MORE THAN SO% FINES SYMBOLSDESCRIPTION MAJOR CIIVIS3C443 LDMZ3,C5 - GW WELL -GRADED GRAVELS OR GRAVELED MIXTURES, LESS THAN 5% FINES GP POORLY -GRADED GRAVELS OR GRAVEL -SAND MIXTURES LESS THAN 5% FINES GRAVELS More then "I' Down. fripodon GM is bits than SILTY GRAVELS. GRAVEL -SAND -SILT MIXTURES, MORE THAN 12% FINES GC CLAYEY GRAVELS, GRAVEL -SAND -CLAY MIXTURES, MORE THAN 12% FINES SW WELL -GRADED SANDS OR GRAVELLY SANDS. LESS THAN 5% FINES P POORLY -GRADED SANDS art GRAVELLY SANDS. TH LESS AN 5% FINES SANDS More than Pfaff of worse SM SILTY SANDS, SAND -SILT IITURES, MORE THAN 12% FINES #'` r# .enarar tixn No. 4 das SC CLAYEY SANDS, SAND -CLAY MIXTURES, MORE THAN 12% FINES • NOTE GODS rocaiaa dual s WO*, pertain i !o 12% Ann (e4 SW-SM. GP -+3C, etc.) SOIL SIZES COMPONENTS SIZE RANGE BOULDERS ABOVE 12 IN. COBBLES 3 IN. TO 121N. GRAVEL Coarse Fine No. 410 3 in. 3/4 in, to 3 in. No 4 to 3/4 in._ SAND Coarse Medium Fins, No. 200 to No. 4 No. 10 to No. 4 No. 40 to No.10 No. 20010 No. 40 'Firms (Sill or Clary BELOW No. 200 PLASTICITY OF FINE GRAINED SOILS PLASTICITY INDEX TERM 1-7 8-25 Over 25 ork as Low Medium High HORIZON CONSTRUCTION SERVICES, LLC 3310 STATE STREET EMS, CO tunic OESSRJlow INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR SILTY OR CLAYEY' FINE SANDS INORGANIC CLAYS OF LOW TO MEDIUM CL PLASTICITY. GRAVELLY CLAYS. SANDY CLAYS. SILTY CLAYS. LEAN CLAYS ORGANIC FILTS OR ORGANIC SILY-CLAYS OF LOW PLASTICITY SILTS MD CLAYS Lksild knits lin awl 50 INORGANIC SILTS. MICACEOUS OR DIATOMACEOUS FINE SANDS OR SILTS, ELASTIC SILTS CH INORGANIC CLAYS OF HIGH PLASTICITY. FAT CLAYS OH ORGANIC CLAYS OF MEDIUM TO HIGH PLAS PEAT, MUCK, AND OTHER HIGHLY ORGANIC SOILS SILTS AND CLAYS Lkpad bra own elm 50 HIGHLY ORGANIC SOILS NOTE: Fine-p'lnsd +tea may r earn Sal flsL$ottlan band upon ps+leihr choradatfades DEFINITION OF WATER CONTENT CONSISTENCY r CLAYS & SILTSr 1 _ . BLOWS/FOOT` VERY SOFT 0-2 SOFT FIRM STIFF 2-4 4-8 8-16 VERY STIFF HARD 16-32 Over 32 RELATIVE DENSITY BLOWS/TOOT* SANDS & GRAVELS VERY LOOSE LOOSE 4-10 MEDIUM DENSE 10-30 DENSE 30-50 VERY DENSE Over 50 i DRY SLIGHTLY DAMP DAMP MOIST WET SATURATED 'Kirov or a a 1A4 po,C r rr r Nina 30 weirs ae 'Ma 2 anal O O, it t) cap spoor, rsn, a, 54ttO IS 111111 MIN IIIMI EMI a all EMI Ella Forbes Geotech • 4 SUMMARY OF TEST RESULTS Boring No. Depth (Ft.) R Moisture To Density (PCF) P ression (PSF) Pressure PSF) Passing No. 40 Passing No. 200 Limit (%) , Plasticity Index (%) Group Index USCS Classification For Drive '12" 140 • i, SPT er lb 1 1-2' 21.27E 96.4 185 100 59 39 21 CL 4 . 1 2-3' 23.3 102.9 5 1 5-6' i 27.4 111.8 i 6 1 7-8' 26.7 104.4 0 98 47 27 NP SM 1 8-9' 131 31 1 14-15' 6.9 104.6 12 1111 1 Project No.: 99099 ir Horizon Construction Services, LLB • a a. I' • 8. `t- r 41, - . t , -2.00 -1. -0. 0. 0. C tin 3. 2. 2. 3. 4. 4, S. 5. 6.0 CONSOLIDATION TEST PROJECT NAME: Forbes Geotech JOB NO 99099 t, ■ r._. _ I 1 libikik. ..._ I •-- -- sir OD Water adde I � � f i ,25TsF • a t rfi * I USIA I ! M 0.720 0.710. 0100 0M90 0.fi6(# 0.670 0.660 0.650 01.E 0630 0620 0.610 0.600 STRESS, TSF - - - - I p added of G . -�� 1 , 1 'Water I� TSF -- a II • ■ • I . - V- - - . - * . -, i -- - - _ It -1/45 . _ I r 1 0.1 wring MO, oepth -- - - diass fication 1 • 1 STRESS, TSF rown illy Sandy Clay 1 Oa 96.4 MC% 21.3 Li uid Limit = 39 Plasticity Index = 21 k Pass # 40 = 97.7 % Pass#200 = 59.4 - Degree of Saturation 50.9 HORIZON CONSTRUCTION SERVICES, LLC 3310 STATE ST EVAN S, CO 80620 10 10 r r r. HORIZON CONSTRUCTION SERVICES, LLC i PROJECT NO:119099 Fob Peoteah APPENDIX C • Suggested Specifications for Placement of Structural Fill iN HORIZON CONSTRUCTION SERVICES, USC PROJECT NOu99099 - Forbes Geotech 41. Suaaested Specifications for Placement of Structural Fill General A geotethnical engineer shall be on -site to provide continuous observation during filling and grading operations and shall be the owners representative to inspect placement of all compacted fill and/or backfill on the project. The geotechnical engineer shall approve all earth materials prior to their use, the methods of placing, and the degree of compaction obtained. Materials Soils used for all compacted fill and backfill shall be approved by the geotechnical engineer prior to their use. No material, including rock, having a maximum dimension greater than six (6) inches shall be placed in any fill. Any fill containing rock should be carefully mixed to avoid nesting and creation of voids. In no case shall frozen material be used as a fill and/or backfill material. Preparation of Subqrade All topsoil, vegetation (including trees and brush), timber, debris, rubbish, and other unsuitable material shall be removed to a depth satisfactory to the geotechnical engineer and disposed of by suitable means before beginning subgrade preparation. The subgrade surface of the area to be filled shall be scarified a minimum depth of six (6) inches, moistened as necessary, and compacted in a manner specified below for the subsequent layers of fill. Fill shall not be placed on frozen or muddy ground. Placing Fill No sod, brush, frozen or thawing material, or other unsuitable material shall be placed in the fill, and no fill shall be placed during unfavorable weather conditions. All clods shall be broken into small pieces, and distribution of material in the fill shah be such as to preclude the formation of lenses of material differing from the surrounding material. The materials shall be delivered to and spread on the fill surface in a manner that results in a uniformly compacted fill. Each layer shall be thoroughly blade mixed during spreading to ensure uniformity of material and moisture in each layer. Prior to compacting, each layer shall have a maximum thickness of eight (8) inches, and its upper surface shall be approximately horizontal. Each successive 6" to 8" lift of fill being placed on slopes or hillsides Page l of 3 HORIZON CONSTRUCTION SERVICES, LLC PROJECT NO. 99099 f Forbes Geotech should be benched into the existing slopes, providing good bond between the fill and existing ground. Moisture Control While being compacted, the fill material in each layer shall as nearly as practical contain the amount of moisture required for optimum compaction or as specified, and the moisture shall be uniform throughout the fill. The contractor may be required to add necessary moisture to the fill material and to uniformly mix the water with the fill material if, in the opinion of the geotechnical engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. If, in the opinion of the geotechnical engineer, the material proposed for use in the compacted fill is too wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. Compaction Whenan acceptable, uniform moisture content is obtained, each layer shall be compacted by a method acceptable to the geotechnical engineer and as specified in the foregoing report as determined by applicable standards. Compaction shall be performed by rolling with approved tamping rollers, pneumatic -tired rollers, three -wheel power rollers, vibrator compactors, or other approved equipment well suited to the soil being compacted. If a sheepfoot roller is used, it shall be provided with cleaner bars attached in a manner that will prevent the accumulation of material between the tamper feet. The rollers should be designed so that effective weight can be increased. Moisture -Density Determination Samples of representative fill materials to be placed shall be furnished by the contractor to the geotechnical engineer for determination of maximum density and optimum moisture or percent of Relative Density for these materials. Tests for this determination will be made using methods conforming to requirements of ASTM D 698, ASTM D 1557, or ASTM D 2049. Copies of the results of these tests will be furnished to the owner, the project engineer, and the contractor. These test results shall be the basis of control for all compaction effort. Page 2 of 3 " HORIZON CONSTRUCTION SERVICES, LLC Density Tess PROJECT NO. 99099 Forbes Geotech The density and moisture content of each layer of compacted fill will be determined by the geotechnical engineer in accordance with ASTM D 1556, ASTM D 2167, or ASTM D 2922. Any material found not to comply with the minimum specified density shall be re -compacted until the required density is obtained. Sufficient density tests shall be made and submitted to support the - geotechnical engineer's recommendations. The results of density tests will also be furnished to the owner, the project engineer, and the contractor. , Page 3 of 3 WELD COMITY DEPARTMENT OF PUBLIC HEALTH AIM ENVIRONMENT 1555 NORTH .17TH AVE E, GREELEY f Co 80631 PHONE (970)304-6415 FAX (970)304-641. Permit ## • Permit Type: Parcel No: Location: Legal Desc: APPLICANT OWNER SEPT - ENR SPe 9900562 Sec/Twn/Rng: 29 05 67 RNEW Cscommercial, Raresidential + NEW, REFairr, VauLT 0957 29 000035 PENDING ADDRESS COUNTY RD 54 AND COUNTY 22b44'NW4/N2SW4 29 5 67 EXC BEG SW COR FORBES SCOTT S 229 S PRICE D�GMONT CO 80501 FORBES PARK RANCH LLC 229 S PRICE RD, LONGMONT CO 80501 HORIZON CONSTRUCTIONS 3310 STATE STREET, EVANS CO 80620 PERMIT Applied: 11/04/1999 Expires: 10/29/2000 RD 15 29-5-67 N2SW4 No 1D J Phone: (970)461-8278 Phone: (970) 330-3778 Description: Commercial (Y/N): Number of Persons: Number of Bedrooms: Water Public (Y/N) : Water Private (Y/N) : Water Permit No: Percolation Rate: Ground Slope: HOUSE N 4 Basement Plumbing (YIN) : 3 Bathrooms-› Full: Y N N/A $3,3 Utility Name: Cistern (Y/N) : t9 Limiting Zone: Q ft Residential (Y/N) : Y Acres: 86.00 N 3 3/4: 1 1/2: CITY OF JOHNSTOWN N Well (Y/N) N in Desc:5k 5 Dir: Soil Suitable (Y/N):1,60 Engineer Design Req' d (Y/N):k1425 1 In 100 Yr Flood Plain (Y/N)I0 From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: Septic Tank: (20t1) In addition, conditions: gallons, Absorption Trench sq. ft. or sorption Bed sq. ft . this permit is subject d the following additional terms and Cilke (N. OteltIA Chambers M. NOTICE This permit is granted temporarily to allow construction to commence. This permit may be revoked or suspended by the Weld County Health Department for reasons set forth in the weld County individual sewage disposal system regulations including failure to meet any term or condition imposed thereon during temporary or final approval. The issuance of this permit does not constitute assumption by the department or its employees of liability for the failure or inadequacy of the sewage disposal system. This permit is not transferable. Before issuing final approval of this permit the Weld County Health Department reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval is contingentupon the final inspection of the completed system by the Weld County Health Department. This permit expires one year from the signature date. x walk coloVon li iii Tbiringifitol W*Will 5415 E a" $6. 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