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3319 Roll Lane.400. City of aau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 WAY 17 20N1 Use BLUE or BLACK Ink Permit*: o 7 3 91Z) Permit Fee: S0.. Sd Date Received: J / 7-/0 Staff: 1 �... 2010 MECHANICAL PERMIT APPLICATION Date: Site Address: 331 ci T \c 1 I • Tenant: Suite #: RESIDENT / OWNER Name: 1, ePhORe�(— 7U — 1 (c Address / City / Zip:33i el I ' I \ \ --ISI .I an/ mk1 1 fa i CONTRACTOR Dan Wohlers Southside Name: _ 6950 W. 146th Address: _ Apple Valley; MN State: _ (952) 431-7099 Htg. & A/C' License #: St., #106 55124 _ City: i 1 ' Email: WOh % 550 h51 de, n �. en"h Contact: ZT '' TYPE OF WORK New Replacement Additional Alteration Demolition Description of work: �HlX SO Cum ` C1 /C.)� - - �` Yd4 PERMIT TYPE RESIDENTIAL Fumace COMMERCIAL New Construction Interior Improvement V --Air Conditioner _ Install Piping _ Processed Air Exchanger _ Gas _ Exterior HVAC Unit Heat Pump _ _ Under /Above ground Tank (_ Install / _ Remove) _ Other ** When installing/removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector $.50 State Surcharge) $.50 State Surcharge) $ TOTAL FEE RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes bumed out appliances, ductwork, etc.) (includes $90.50 Fire repair (replace COMMERCIAL FEES: $70.50 Underground tank $50.50 Minimum (includes installation/removal OR State Surcharge) surcharge is $.50. increases by $.50 for each Permit Fee requires a $1.00 surcharge). Contract Value $ x 1% _ $ Permit Fee - If Permittee is less than $1,000, = $ Surcharge - If Permit Fee is > $1,000, surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 _ $ TOTAL FEE CALL BEFORE YOU DIG. Cali Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.aooherstateonecaltorg I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to startlwithout a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plan C - ad L�1-2rS Applicant's Printed Name x Applicants Signature rel rr Block m Nan Add c City MECHANICAL PERMIT PERMIT # ' CITY OF EAGAN RECEIPT # J 3830 PILOT KNOB ROAD, EAGAN, MN 55122 7 PHONE: 4544100 DATE: Name 1 MV \ IIV,VI c Address same as Sit p City TYPE OF WORK Forced Air Air Cond Vent Gas Piping Outlets # Other M BTU M BTU CFM PERMIT FEE: S/C: TOTAL: BI TYPE WORK DESCRIPTION Ras. New Mult Add-on Comm. Repair Other FEES RES. HVAC 0-100 M BTU - $24.00 ADDITIONAL 50 M BTU - 6.00 (RES. HVAC INCLUDES A/C ON NEW GAS OUTLETS (MINIMUM -1 PER PERMIT) - 1.50 EA COMMAND FEE -1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES REMODELS - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C.,PER EACH $1000.00 OF PERMIT FEE) sl?yn? 4 FOR: CITY OF EAGAN CITY OF EAGAN Remarks Lot Blk Street 3319 R.11 Lane -C v r Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1,1-5 1973 95 •CC 95.60 10 Paid STREET RESTOR. GRADING SAN SEW TRUNK 41 25 00 SEWER LATERAL 1W- 2s!430-25 WATERMAIN M WATER LATERAL 1972 20 WATER AREA STORM SEW TRK 1984 561.00 37.40 15 561.00 818 7-28-83 STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 260.00 1 3499 11-13-71 BUILDING PER. SAC 200.00 3422 4-13=7 PARK INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: • r r3830 Pilot Knob Road Permit Number: <:s Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: r I I AMA i i rr,;;• r? . l PERMIT SUBTYPE: TYPE OF WORK: ;r r, F` it i 4: ter ,i,;; I liri; iNI?1?F 1f?fi) Permit No. Permit Holder Date Telephone # ELECTRIC PLUMBING HVAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING &171 it ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL EAGAN TOWNSHIP ,BUILDING PERMIT Owner ........... -'........-----... . - -/<,'^(-."-. -"----....°----- Address (Pxeseni----°'f.'-'^`-°;?...'`r-'----..... Builder ..-----.......1-2'v?'??.c --- ...............-...---.......----.......---..-.- Address DESCRIPTION N° 1580 Eagan Township Town Hall Date ...... .... Stories To Be Used For Front Depth Height Est. Cos! Permit Fee Remarks ? "La -- All LOCATION Street, Road or other Description of Location Lot Block - Addition or 'tract This permit does not authorise the use of streets, roads, alleys or sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE KEPT ON THE PREMISE WHILE THE WORK IS IN PROGRESS. This is to certify, that... ...... --. a-[. ......haspermission to erect a.......--_.`. -... C :........ ..........upon the above described premise subje8i to the provisions of the Building Ordinance for Eagafi Township led April 11, 1955. n cam,.. ?.K ......... Per .-..-----.f.-?c 2.....-/ Chairman of Tnwn Board Building Inspector a _-/5" INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: B U I L D I N G 3830 Pilot Knob Road Permit Number: 026387 Eagan, Minnesota 55122-1897 Date Issued: 09/14/95 (612) 681-4675 SITE ADDRESS: P. I. N.: 10-3 2001-0 90-01 APPLICANT: LOT: 9 BLOCK: 1 3319 ROLL LANE TIMMERS CONST HARVEY 2ND (612) 459-4568 PERMIT SUBTYPE: TYPE OF WORK: SF (MISC.) REPAIR DESCRIPTION (ROOFING) CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: 3319 ROLL LANE LOT: 9 BLOCK: 1 HARVEY 2ND P.I.N.: 10-32001-090-01 DESCRIPTION: (ROOFING) go,,? rmit Type g OJaC*? Type PERMIT PERMIT TYPE: Permit Number: Date Issued: SF (MISC.) REPAIR cwfl 0 BUILDING 026387 09/14/95 ra REMARKS: FEE SUMMARY: VALUATION Base Fee Surcharge Total Fee $62.25 $1.00 $63.25 $2,000 CONTRACTOR: - Applicant - ST. LIC. OWNER: TIMMERS CONST 14594568 0003033 HEUER PAUL 2600 BAILEY CT 3319 ROLL LN NEWPORT MN 55055 EAGAN MN 55121 (612) 459-4568 (612)454-1928 I hereby' acknowledge that -'T have read th4e application and etate,?.tha? the 4 xnfFortnation ie, correct and ag"ree to comply with all applicable State of t4mr. to utes and •City, 0, Ewan Ord?haneas? -APPLICANT/PNATURE ??I ISSUED BY.I TURE X51*11 CITY OF EAGAN 3830 PILOT KNOB RD - 55122 995 BUILDING PERMIT APPLICATION (RESIDENTIAL) 681-4675 New Construction Requirements ? 3 registered site surveys Remodel/Repair Requiremen ? 2 copies of plan ts ? 2 copies of plans (include beam & window saes; poured fnd. design; etc.) ? 2 site surveys (exterior additions & decks) ? 1 energy calculations ? 1 energy calculations for heated additions ? 3 copies of tree preservation plan if lot platted after 7/1/93 required: _Yes No ? DATE: ?// y/?S CONSTRUCTION COST: ?1 7Q DESCRIPTION OF WORK: Ze ?? - --- STREET ADDRESS: ?4? - % `OTC LOT BLOCK SUBD /P I D #: . . . . ?L /? PROPERTY Name: Phone OWNER i087 Street Address--3- 3 / 5 X'ee City: State: Zip: S?Z CONTRACTOR Z ? # Ph gre?t Company: : one Street Address: License City: State: JIV Zip. 5-50S ARCHITECT/ Company: Phone # ENGINEER Name: Registration # Street Address, City: State: Zip: Sewer & water licensed plumber change are requested once permit is issued. Penalty applies when address change and lot I hereby acknowledge that I have read this application and state that the infomla' n is co and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY Certificates of Survey Received No Yes Tree Preservation Plan Received Yes No BUILDING PERMIT TYPE ? 01 Foundation ? 06 ? 02 SF Dwelling ? 07 ? 03 SF Addition ? 08 ? 04 SF Porch ? 09 ? 05 SF Misc. ? 10 WORK TYPE 0 31 New ? 33 ? 32 Addition ? 34 GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning -1--- -plex -plex 2-plex -- plex OFFICE USE ONLY It, ? 11 Apt./Lodging ? 16 Basement Finish ? 12 Multi Repair/Rem. ? 17 Swim Pool ? 13 Garage/Accessory ? 20 Public Facility ? 14 Fireplace ? 21 Miscellaneous ? 15 Deck is ? 36 Move ? 37 Demolition Basement sq. ft. MCNVS System Main level sq. ft. City Water sq. ft. Fire Sprinklered sq. ft. PRV sq. ft. Booster Pump sq. ft. Census Code. Footprint sq, ft. SAC Code Census Bldg Census Unit ing Engineering Variance Permit Fee Surcharge Plan Review License MCNVS SAC City SAC Water Conn. Water Meter Acct. Deposit SNV Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Other Copies Total: Valuation: $ % SAC SAC Units 07/64/93 14:91 DAKOTA CaJJNNTT,Y?-yWESTERN SERU. CTR. 001 MUNICIPAL NOTICE Or WELL PERMIT APPLICATION DAKOTA COUNTY ENVIRONMENTAL MANAGEMENT DEPARTMENT WATER AND LAND MANAGEMENT s2cnoN 14955 Galaxie Avenue, West, Apple Valley, MN 55124 Tel (612) 891-7011 FaX (612) 891-7031 DATE: July as, 1993 TOs Tom Colbert/Wayne Schwana Fax #: (612) 681-4612 FROM, Water and Land Management RE: Well Permit ({: 93-9153 Municipality Ragan Well Types Sealing Reviewer : Rutten NOTICE: The Water and Land Management section of the Dakota County Environmental Management Department has received the fallowing permit application for the well described. If you require futher review of the application or if you have any questions or concerns about it, contact the Rnvironmenta Specialist listed above or our.offiee at (612) 891-7011. If there is no resonse from your office within 24 HOURS (excluding weekends and holpidays), we will assume that you have no objections to the issuance of the permit. Please note that permit issuance is Always conditioned on the permit applicants observance of and compliance with all applicable laws and codes. A copy of the well permit will be forwarded to your office when completed. WELL CONTRAC'T'OR INFORMATION: Kays Wall Drilling Application Received: 07 02/1993 Anticipated Drilling/sewing Date it known: Time: s LOCATION OF WELL: PLS Coordinates k, MW ,{ BE h NW %, Sec 12, Town 27 , Range 23 Wall Location 3319 Roll in Pro erty Owner Paul Heuer Well Owner Paul Feuer PID Number 10-32001-09-001 WELL INFORMATION: Diameter 4 Total depth 91 OWL 52 Aquitor Unconsolidated Sediments COMMENTS: .:. R-94% 612 891 7031 07-07-93 02:02P .I J P001 #45 AdC-V-c,,o 4a3o SanCkSbY,? pr , Ea3kn DOppk-w- Ln, FAc Ln 3? 153$ ?J a i oa sJ a694 3319 l,, oc?Q d, . F.ay-? Op,&- QY-, Eac3a,,r, ??11 Ln, Ca Ln, Ear d.n a? -7 bn?u P? , E?S? roJ a Crcszd Ln E?Sa,? O "A- k, LO tibl,-Q-l- bo-o ldL 1 ?? + e)0.;+c,n sC.hMiC4 1 ?Mc?-t?U p(la?as?C?v doh n ?u.?J s?9. nc? -O, `T-h (?- rnc o ?.? ?nn ?hinson GIgA p51 L,14 /VC EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FOR SEWER SERVICE CONNECTION DATE: April 130 1971 OWNER:Wilbert A. Palm PLUMBER Weierke Trenching NUMBER 728 q°-/ f, 73=7, Address 3319 Roll Lane, Eagan 55121 TYPE OF PIPE cast iron DESCRIPTION OF BUILDING Industrial` Commercial+ Residential Multiple Dwelling No. of units Location of Connections: Connection Charge 200.P0 pd x/13/71. Account Dep. 15.00 pd 4/15/71 Permit Fee 10,00 Street Repairs Total Inspected by: Date Remarks: By Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Township, Dakota County, Minnesota By. Weierke Trenching & Excavating Cliff & Dodd Roadst Eagan 55123 Please notify when ready for inspection and connection and before any portion of the work is covered. EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FOR WATER SERVICE CONNECTION Date: April 13, 1971 Billing Name: Wilbert A. Palm Owner: same Plumber:Weterke Trenching d Excavating Connection Number 568 q -j N,aru Site Address: 3319 Roll Lane, Eagan 55121 Billing Address same Meter Size Connection Chg. 260.00 p 4/13/71 ?B Iya 7;7 ccount Dep. 15.00 pd 4/13/71 Meter No.aia ?<fZ Permit Fee 10.00 ;7.? Meter Reading Meter Dep. Meter Sealed: Yes_ j Add'l Chg. NO i Total Chg. Building is a: Residence X Multiple No. Uni Commercial Industrial Other Inspected by Date Remarks: By: Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Township, Dakota County Minnesota. c• By: !? Wei a Trenching b Excavating Please notify the above office when ready for inspection and connection. üü þ ý þýý üûúüû ú ùýýúï ôë ù ÿ þý÷ üûúùø ñôûùø ÷ôùø ÷öõôó öõò ø û ñ ûñ ððìûø ù ï üîû ô í øôë ô îûô ô ú ô êé ôööø ý éôéô ý ø êñ éôé ø é ô ê ñ ôú è ô ô ô îûô úù ö é ù ê í æääêäêðä öù üûô ô æê ê ç û ýê õô ÷óò øø ò ö ô ûþ û ô ñûùò ñ÷ ò ò ë þ ãó ÝßÜßðð ô úù ö ë ô øø éô ôô ô øùö øø ú ü éã ü û ñùéþ ìô ê øø õ ô ü ûô û ùü ûô PERMIT City of Eagan Permit Type:Building Permit Number:EA135594 Date Issued:03/25/2016 Permit Category:ePermit Site Address: 3319 Roll Lane Lot:9 Block: 1 Addition: Harvey 2nd PID:10-32001-01-090 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Benjamin Lepage 3319 Roll Lane Eagan MN 55121 (651) 308-3756 Custom Remodelers 474 Apollo Dr Lino Lakes MN 55014 (651) 784-2646 Applicant/Permitee: Signature Issued By: Signature r For Office Use/n `� •,.17 a i / of / -7� as a � Permit#: E AG N Permit Fee: ( `7 g ?� E C E 1 M E;; Date Received: / 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 tbk ' p (651)675-5675 TDD: (651)454-8535 I FAX:(651)675-5694 JUN L 1 2020 Staff: buildinginspectionsOcityofeagan.com BY: 2020 RESIDENTIAL BUILDING PERMil APPLICATION Date: Site Address: 3 3161 Roll Lane, . % a 9 a n.i 5 5 12 I units: Name: Sen K jle LePage. Phone: (051 " 208- 135(0 Resident/ Owner Address/City/Zip: 3'�✓I G 12-all L ct n e i c 9 c n 5512- 1 Applicant is: Owner Contractor f Type of Work Description of work: A'd d i 'I-1 o n ► e 'Z �- / d • I b' D— Construction Cost: b0� 000• a° Multi-Family Building: (Yes /No ) Company: Ni Contact: Address: City: Contractor 1YA State: Zip: Phone: Email: License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: T h e ct d d i +-i on p roj ect 5 beirtcJ p -e For iedi by i-he 1, ome t7wr, �r. J COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit aro considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaoan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit Issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in con anc- 't e ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work ' of t• sta, wi •ut a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approv ans. Ben Le lin. e x i Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE t CJ /tet'l / Ln . /6/ 770 SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) _ Single Family — Garage x- Porch(4-Season) _ Exterior Alteration(Multi) — Multi — Deck — Porch(Screen/Gazebo/Pergola) _ Miscellaneous _ 01 of^Plex _ Lower Level — Pool — Accessory Building WORK TYPES _ New — Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior _ Alteration — Fire Repair _ Windows _ Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage — Retaining Wail *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation Occupancy pvt,i MCES System Plan Review Code Edition 2 0 SAC Units (25%_100%X ) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length _ Fire Suppression Required Type of Construction ve Width 941 REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings(Deck) Final/C.O. Required Footings(Addition) y Final/No C.O. Required X Foundation i< Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water Final Pool: Footings Air/Gas Tests Final i( Framing 30 Minutes X 1 Hour Drain Tile Fireplace:_Rough In _Air Test _Final Siding: Stucco Lath _Stone Lath _Brick_EFIS !` Insulation Windows l x' Sheathing Retaining Wall:_Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: /1-1, , Building Inspector RESIDENTIAL FEES Base Fee Lw/ ` 56 (S1-i Surcharge r i °° (4 AV f1,h/ /t/Ri, Plan Review , ,✓� MCES SAC 24y20/ qdx /b1s� " q12yV City SAC Utility Connection Charge 01 i9' ) 6 X 'V[� i O S&W Permit&Surcharge rL-yV 1 (� � ' ✓! (�/ Treatment Plant Radio Meter Read I/tf41 DY� L 'x CopiesJ20 TOTAL mew)? 1.r..9 _ 's \ t ,J r- s .3v � 7C( ( / \ . / i —2C • 4 "I `1 ,s%--a.'`-d► '7.1 Z3 IS' ate' • i-tea -.�- la: CO c- ,• .. . t�G .p WICYV7 i qt °i - -a �l . - r 1 z*-� ,, # , kzi ' '-'1":- / . : .: o Is V `ri � a b% I I '. , , • (99 - ,* 1 Y 4‘1- I 1 -- .- 7, ./S-17 1--it.. •„ 1 ,.. ,„ �/ SA n. , . E 1 1.,z. .,._... , .. ,. . . , ...,„. . .. - .. . (-4y4 ,k•-•. cli _ --- - - -Z . 1 I -V 43.\ - i 'Is trl rrtsy y i iko 6oI I il,...,,,........ 1 i . . .._. . .c,...„ ...moos . ,,,----,,, - . . - -..,,?:s4,.. I i o -- ice, - , 1 . (-N./ , - X11 �I r {� \1 5 sO .4"11 . -y., I I ` , fl �9 -- w c%. -- ' a. a �n -1- . 1 , — -1." — elfire0A l--—— .— .._._ _- - - owns. - Immo. ----- -...... - i % \i,,• __©mi_.� _ - - _ _ - w o 1 + 1 5...1.x., t"" Interstate Geotechnical Engineering, Inc Patrick J Hines, PE 8167 100°i St S Cottage Grove MN 55016 (612) 414-5770 17 August 2020 Mr Erick Westberg High Caliber Homes, Inc 2684 Van Dyke Street Maplewood. MN 55109 Re: Inspection of Excavation and. Density Testing Proposed Single Family Residence Addition 3319 Roll Lane, Eagan, Minn Pa ✓Z/1✓ f /6 / 770 RECEIVED AUG 19 2020 This is to report that, on two occasions, including this date, I examined the area of excavation for the referenced proposed work. Afterwards I performed field and laboratory testing upon fill placed to correct a portion of the addition area and bring it up to grade. Please accept this letter and attachments as my findings and recommendations. The proposed structure is a full basement addition to the westerly area of the existing building. Two septic tanks were discovered within the expansion area. On 13 August 2020 I examined the existing situation, My report of that inspection is attached. Essentially I recommended removal of the tanks and any associated loose fill surrounding them and achieving natural soil, both as a base and laterally. I also recommended I examine the completed excavation and perform density tests upon fill placed in the excavation void. On this date' examined the excavation, finding the tanks to have been removed and naturally occurring mineral soil achieved. At that time I recommended placement of fill in accordance with my inspection recommendations. I observed the procedure and progressively performed three density tests as fill was placed. I was impressed with the manner of work, observing suitably thin lifts of fill for compaction and repeated passes ofthe compactor. One laboratory Standard Maximum Density (Proctor) test was later run. Attached are reports of field and laboratory tests. As can be seen, all tests pass (>95% of Standard Maximum Density), considerably exceeding the minimum. On the basis of the above, I am of the opinion that contact soils, naturally occurring or fill, will be suitable for residential foundation construction. Ordinary spread footings as anticipated may be used. This investigation is subject to the "Limitations of Investigation" as attached. Due to the nature of random small volume sampling, no warranty of the full site is made or implied. Thank you for the opportunity to have been of service. If you have any questions on this, or if I can be of assistance in any additional capacity, do not hesitate to contact me at your Mr Erick Westberg 17 August 2020 Page 2 convenience. RECEIVE') AUG 19 7020 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that 1 am a duly licensed Professional Engineer under the laws of the State of Minnesota. Sincerely, „TERSTAT • Patrick J Hines, President Reg No 12086 enclosures pH/SC CHNICAL ENGINEERING, Inc • To: From: Subject: Interstate Geotechnical Engineering, Inc Patrick J Hines, PE 8167100tStS Cott ge Grove MN 55016 (612) 414-5770 Inspection Report Mr Erik Westberg High Caliber Contracting, Inc Patrick J Hines, PE Inspection of Conditions Single Family Residence Addition 3319 Roll Lane, Eagan, Minn Date: 14 August 2020 RECEIVED AUG 1 9 2020 Please be advised that, on 13 August 2020, I made an inspection of the excavation for the above referenced project. Please accept this memo as my report of fmdings and recommendations thus far. The project in general is a full basement rear extension of the existing single family residence. Arriving onsite I could see that its level is to be about "one block" lower then existing. Exposed bottom soils appeared to be cohesive. Along the north excavation line the tops of two structures were exposed, apparently old septic tanks, covers removed. A cast iron line could be seen running from the house to the first tank. Existing tops jutted up about 8" above general excavation level. Interiors were filled with soil. I put down, or attempted, hand auger borings in each tank, plus one in the general excavation area. Findings are as follows: Boring 1 (Near tank, present surface level +8"): 0-6' LEAN CLAY, very dark colors (CL), overmoist, soft to very soft (fill) 6'-8' SAND, variably graded, tr fines, brownish colors (SP), moist, firm (natural) Ended @ 8' w/o refusal Boring 2 (Far tank, present surface level +8"): 0-3' SAND, varying gradations, varying fines content, darker colors (SP), w/ tr's other soils, colors, moist, loose to very loose (fill) 3-4' Similar LEAN CLAY fill as above (CL) - tr's concrete debris @ 4'- (fill) Ended @ 4' due to refusal - First attempt refused slightly shallower Boring 3 (In general excavation area, flush): 0-8" LEAN CLAY, Dark Yellowish Brown (CL), seemingly suitable (natural) 8"-2'/4' SAND, somewhat silty at first, cleaner with depth, moist, seemingly suitable Ended @ 2'/4' w/o refusal Bore holes left open Mr Erik Westberg 14 August 2020 Page 2 RECEIVED AUG 19 2020 I attempted a boring along the side of the far tank, about a foot from it, fording disturbed granular soil to about 3' of depth and then apparently undisturbed granular soil lower. This would indicate, at least at this point, that the excavation to install the tank was no more wider than necessary, having an almost vertical backslope. Surprisingly, there was no concrete bottom in at least the first tank. There was also no evidence of organic septic tank sediment. Such materials were either evacuated at the time of tank abandonment, or deteriorated over time. Obviously, the septic tanks, including the sewer line, cannot be left inplace, especially as they run along a new footing line. I recommend that the connecting pipes, tanks, contents, and any adjacent old backfill materials be removed. The above hand augering would indicate an excavation depth of 5.3', laterally slightly more than tank dimensions. Most likely this will result in a trench -like excavation along the bulk of the north footing line, with backslopes conforming to OSHA regulations. I should examine the excavation to assure that all unsuitable soil has been removed. Afterwards, the resulting void should be replaced with what is known as "controlled (or engineered)" fill (of good quality, oversized if necessary, compacted, tested). Fill placement recommendations are attached. The oversizing aspect of the excavation and refilling is not likely to be a factor. As fill is placed, I should perform density tests upon said fill. I believe this covers all relevant items at this time. If you have additional questions or concerns, or need an expansion of any item discussed, I can be contacted at your convenience. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Patrick J Hines, PE President Interstate Geotechnical Engineering, Inc Reg No 12086 Interstate Geotechnical Engineering, Inc PatrickJHines,PE RECEIVED 8167 100' St S Cottage Grove MN 55016 AUG 1 9 2020 (612)414-5770 DENSITY TESTS REPORT 17 August 2020 Mr Erick Westberg High Caliber Homes, Inc 2684 Van Dyke Street Maplewood MN 55109 Re: Proposed Single Family Residence Addition 3319 Roll Lane, Eagan, Minn Date Tested: 17 August 2020 AM PM Method: ASTM D1556 (4" Sand Cone) Tests run by: pH Test No: 1 2 3 Test Location Addition Area 12'W,4'S 12'W,6'S 12'W of NE Residence Addition. Corner Depth Below Footing Grade: 2.8' 1.0' Dry Density, pcf 116.7 116.7 Moisture Content, %: 4.8 Standard Maximum Density, pcf: Moisture Content @ Optimum, %: Relative Density, %: 4.8 115.8 12.5 (P-1) 0.0' 118.2 4.1 101 101 102 Comments: Tests PASS usual requirement (> 95% of Std Maximum Density) I F RSTATE GEOTECHNICAL ENGINEERING, Inc Pick J Hines, President Reg No 12086 Interstate Geotechnical Engineering, Inc Patrick J Hines, PE 8167 100t St S Cottage Grove MN 55016 (612) 414-5770 PROCTOR TEST REPORT 17 August 2020 Mr Erick Westberg High Caliber Homes, Inc 2684 Van Dyke Street Maplewood MN 55109 Re: Proposed Single Family Residence Addition 3319 Roll Lane, Eagan, Minn RECEIVED AUG 1 9 2020 Date Test Was Run: 17 August 2020 Method: ASTM D698 (Method "A") Test run by: pH Proctor No: 1 Source of Sample: Material from Density Test 1 plus additional material from fill area Soil Classification: SAND, well graded, w/ tr to a few fines, Dark Yellowish Brown (SW), w/ some fine gravel Standard Maximum Density, pcf: 115.8 Moisture Content @ Optimum, %: 12.5 Curve Attached Representative Sample Retained Comments: 100% Passes 3/8" sieve *statistical determination based upon Density Test #1 16.3%* Passes 3/8"sieve, is retained on #4 sieve - RETAINED Material Method "C"(1/13 3 f mold) is usually specified as a result, but for this type of soil & project, Method"A" ('/30 ft3 mold) is suitable INTERSTATE GEOTECHNICAL ENGINEERING, Inc Patrick J Hines, PE President Reg No 12086 /11 '1Z ;T Proposed Residence Addition 3319 Roll Lane, Eagan, Minn • • i 1 r►r r' 1 • t rra /0 • • • i PPP P • • • • RECEIVED AUG 19 2020 Method A i r 1 100% Pass 3/8" sieve --- PER GENT MOISTURE — 16.3% Pass 3/8", retained on #4 sieves RETAINED SAND, well graded, w/ tr to a few fines, Dark Yellowish Brown (SW) w/ some fine gravel 1 a 11 T 1 //6-.J; 1 7. r¢ u_ 044 i.� z 0 Z LU 0 MOISTURE -DENSITY CURVE P-1 1 1 1 1 1 1 1 1 1 1 1 Interstate Geotechnical Engineering, Inc RECEIVED AUG 1 9 202.0 UNIFIED SOIL CLASSIFICATION Ma jar Diyelioce Groupisi rnbe GW Typical causes Laboratory classification crueria Weil -trader gents. Ford-und "tinkles. link or rsa fines GP Pauly p-sdcd yard(. p7vo1. sand mtaturas, hula or no flocs GM d u 5ihy gnvds gravel-card-.itt mature GC Clayey gavels. gravd-sand-dav muttures SW • Wdl-traded sands. Fa•stly sands. kilt ne no Sinn SP Poorly graded sands. Fancily sands, tittle or no fines SM d u 5ihy sand:. sand.sltt met arcs SC (tarry sands. sand -star !Mt - Wei • D..=.. arena stun is C. • tC.s between 1 ant 0, O..+D. Not mecums all variation requiranaus for GW Atterbra limits bdnw "A" line or P.I. less than 1 Atte: berg limits above "A- line with P.I. grater than T Above "A" line with P.L between a and ' are bor. a6Aw .=sec reouirtng use of dual r moots Ca • Q Greater :hats r Ce a Sn•er- l Qoo 7 D , b :0.. Not mini all gradation tcouircateno for 5W Atter:erg linnu below "A- line oe P.S. less than 1 1 Atte berg Wma above ".— lint with P.1, grc tc than Limits planing in hat:hed cone wuh P.1. bet+.een 1 and n tit hordrrimr eases requiring use of dull sym- bols fl iqukl tunit Icu% than SO/ ♦tL Inorganic ultt and vet tint sands. rock Ilan. silty or .•cae) fuse sands or 'Jaye..., %M.. vuh slight piauscny CL Inorganic days of taw to tne- dium plul1city, yardlr days. Iandy days. Ay clays. lean clays OL Organic %Oa and organic tine desys of for ptagtcsty MH InorpNc tWi11 nucUeous o, diatomaceous Mn andr or nay soils. stain: u1s CH Inorganic. oiays of high plas- ticity. fat ears OH Orguue taus of medium'a 114A *shot). orgatK ohs Ps Pat and oincr h,g•11y �iai"` suits Pla,aony isdc 10 4 is tW4Gca:aov of rtos•srmsned salt and !one iron at of cWr•e- yawed wµb. etsertrrra Limits Mown' in harc`.rd area air eoidrtnne ciao. IflfaUyu KGeanni ese Of CMaI swan.ete. Cession or a.lmr. Pl o':.LL-xl r i t t )nnSS�\�r rt sty tD J9 30 10 40 70 a0 90 )a) L.vY.d L n11 P0-st—i• ' r RECEIVED AUG 19 2020 Mr Erick Westberg - High Caliber Homes, Inc Re: Proposed Residential Addition 3319 Roll Lane, Eagan, Minn 17 August 2020 LIMITATIONS OF INVESTIGATION The Soils Engineer has prepared this report in accordance with generally accepted soils engineering practice utilizing an ordinary level of care. Because the borings, field and lab test and observed points represent only a small portion of the total site and for other reasons, it is not warranted that the boring, tests and points are necessarily representative of the entire site but only of the boring, test and point locations at the time of the investigation. No warranty of the site is made or implied, nor can the soils engineer be held responsible for facts not disclosed. The scope of this report is limited strictly to geotechnical issues which include identifying and analyzing soils and only those conclusions expressly made. Note that this work is not intended to document the presence or absence of any environmental contaminants at the site, nor for identifying applicable local, state or federal laws or regulations of a non- geotechnical nature which may or may not be applicable to this site. Because of the influence of various construction procedures on site suitability, results presented in this report so far may lead to successful accomplishment of the work only if appropriate review of construction is carried out by capable personnel on an ongoing basis. Construction review should be an integral part of any design. This report is provided only for the use of the Client named in the report and his consultants and agents for the stated purpose. No other representations are made to other parties or for other purposes. EAGAN 3830 PILOT KNOB ROAD l EAGAN, MN 55122-1810 (651) 675-5675 l TDD: (651) 454-8535 l FAX: (651) 675-5694 buildinginspections c(Dcitvofeagan.com For Office U e Permit #: ti13 1 J 3 Permit Fee: V . -° -b Date Received: Staff: 2020 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: q /Zl / Z(i Site Address: '5t1 ROIL LN Fe1,9614 MeV s , Z1 Tenant: Name: Suite #: �efe'Ue Phone: 651 -135c Address / City / Zip: 331 `1 124' ( t VN 'cl•'94"` MVV SS I Z( Name: SL'il✓lese- Plur t ri Address: 2-10 % c.-1/4/0 H,;' Pvt+-11 State: Al Zip: SSG',,$' Contact: JJiItc✓1 Sc/Ihe— License #: City: 0-cir1 nPh Phone: 6%2-$f`T -T 452- Email: S�IhrrU�b,ngt� New _ Replacement _ Repair _ Rebuild %S Modify Space _ Work in R.O.W. Description of work: Tankless Water Heater Standard Water Heater Water Softener Septic System New Abandonment Lawn Irrigation ( RPZ / PVB) X Add Plumbing Fixtures ( 1' ' Main /_ Lower Level) Description: ' 104.1-la ocrn c' "i ki fly' - Connection to City Water from Well RESIDENTIAL FEES $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 New fixtures, adding or removing piping (includes State Surcharge) $60.00 Septic System Abandonment $100.00 New Residential (fee collected with Building Permit) $115.00 New Septic System (includes County fee and State Surcharge) $60.00 Connecting to City Water from Well* + $290 for Meter and $200 for Radio Read = $550 *Sewer & Water Permit also required for connection charges _ TOTAL FEES $ C.) • 0U CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of i)la(rs. x ,�;i��:� 5 /in Applicant's Printed Name x C, Applicant's Signature Page 1 of 2 PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA163739 Date Issued:09/10/2020 Permit Category:ePermit Site Address: 3319 Roll Lane Lot:9 Block: 1 Addition: Harvey 2nd PID:10-32001-01-090 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Benjamin Lepage 3319 Roll Lane Eagan MN 55121 Total Home Solutions Llc 1008 Prospect Pt Rd Jordan MN 55352 (952) 207-6995 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA163740 Date Issued:09/10/2020 Permit Category:ePermit Site Address: 3319 Roll Lane Lot:9 Block: 1 Addition: Harvey 2nd PID:10-32001-01-090 Use: Description: Sub Type:Residential Work Type:Alteration Description:Stove Comments:Please call for a Rough In and Air Test, prior to the Final Inspection. Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Benjamin Lepage 3319 Roll Lane Eagan MN 55121 Total Home Solutions Llc 1008 Prospect Pt Rd Jordan MN 55352 (952) 207-6995 Applicant/Permitee: Signature Issued By: Signature