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Home My WebLink About2015-01281 - septic ' CITY OF ORONO * 2 0 1 5 - 0 1 2 8 1 * 2750 KELLEY PARKWAY DATE ISSUED: 10/05/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 185 BROWN RD S PIN : 03-117-23-21-0021 LEGAL DESC : KROGS ACRES : LOT 001 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM) ACTNITY : MOUND SYSTEM-SEPTIC NOTE: MOUND TREATMENT SYSTEM (1) 1,000 GALLON PLASTIC TANK. APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 SEWER SERVICES Payment(s) 25648 200TH STREET CHECK 2331 400.00 BELLE PLAIN, MN 56011- (952)823-3292 OWNER KROGNESS, CHARLES&JEAN 185 BROWN RD S LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not gran[perrrtission for additional or related work which requices separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permi[will expire and become null and void if construc[ion authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. O � . � /D � � �/-S Applicant Permitee Signature Date Issued B ignature Date � � O City of Orono FOR CITY USE ONLY P.O.Box 66 I!J 0 2750 Kelley Parkway Date Received: /� L5 Permit# oZ�/S—��o� �� Crystal Bay,MN 55323 �0 G !1'� (952)249-4600 Amoumt: $ a � �F G` `�kESH�4� CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All pertnits must be approved by the On-Site Septic Manager and/or Building Official) ,��b��'�tet l�t#�arma��on:' : �: � ��,�.N � Site Address: /�: ��-� f1 �,rC)1�f.�' !'� '(✓� r-� Owner: ��'�'t.✓�'� ��"%C'��'�=-=- Mailing Address: City: �t�� i",��• '� Zip: Home Phone: Alternate Phone: Con�r�e#or f A}��t l�fflrmation: . �. �--�� Contractor/A ��i;�:y� ��`� -'�� r r Contact Person: � �y��-I`� Pp• Address: ' �` �`�� <��r/� �� State License #: �,�(J � � � City: ��.�/��'� �,,�� Zip: -%��!.� �� Expiration Date: Phone: `�-�1 —�� .�1 �� Alternate Phone: l J l "�'� 7�` � �� ,; TYPE� 4F 4CGL1PiA��Y' � Residential ❑ Commercial ❑ Other : ?r: ;. PERM�T TY1�E AN� FEES : New or Replacement System $400.00 '�� Repair Existing System 100.00 (Tanks or Drainfield) Total $ 1 /2 � � ** ATTENTION APPLICANT** Fill in a!1 a ro riate blanks and check a11 a ro riate boxes, I wili be installing the following: Tanks ❑ Precast Concrete ❑ Fiberglass ,�, Plastic ❑ Other (list manufacturer) Number of Tanks: � Size of Tanks: � !� "; �� '� '' "� �, �% � �� ,� . , , Treatment System Trenches s.f. /\ Mound s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. ,��'--- , / Signature of Applicant .�-_�� !� Date: ��-�/J/�� .,�- <�-�,� MPCA License No.: ./-' —� J �-- Staff Review: ❑ Accept ❑ Denied Reviewer: Date: Reason for Denial: Comments (to be printed on inspection card): 2 / 2 � CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION C��NERAL 1�1�"1`RiJC'ftt3�V� 1. Applications for septic system permits may be mailed or submitted in person at the City offices; however, permits will not be mailed out. The permit must be picked up in person at the City offices and work must not begin unless the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION *** 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand must be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. 3 / 2 � ' �� ; � � ��u� � �JN� ,,��~-� �� ,,. �� ` �.� . .. �.�ti , � . � �� X �� r��i� � v ��0 � � ,S P�� — �OoO� �,�-�� VICE8 Swedlund Septic Services, Inc. Septic Design Prepared For: Charles Krogness 185 South Brown Road, Long Lake, NIN 55356 C�ITY OF ORONO . SEPTIC PE T PLA E IF.W � INSPFCT � �.�� P RM NO.�Slr�� r>r c��rn ns st;r��trrrn � Cr7 n��rz�,��i:n u�irFi c��r�Rrcrron�s ns n��rFn �7 \nl API'RO\"t-.[)-Cc)kKF,CT& RF.Sl;B�11T i i.�.i eomr,:rni,arc fur�rour informatiun. All work shall bc done :�� iaEi c��c��,(iancc nith;ill u�,��licub(c scptic and zoning cudc. Site Address: Same as above , , ,:�,�,,, � I �;I�v n,,;cd ii�this rcview. �. �t�L.1T:'�i!. I 1).(I.S TH�(S S1'STEM IS bESiGNED FOR �BEDROOMS. ANY INCREASE 1N MUMBER 4F BEDROOMS iNYAUDATES THIS DESIGN. , -� . State Certified 25648 200t'' Street • Belle Plaine, MN 56011 • 952-873-3292 � SXstem S�ecifications Pump Tank: • A 2.5 inch electrical conduit is to be used for the pump cords • The piping is to accessible from ground level for future repair • The supply line leaving the tank is to be sleeved over any excavated ground in 4" sch 40 PVC and sealed with a 4� Fernco • The floats are to be installed on a float tree • The pump must be placed on a pump block • A minimum of a �/4" drainback hole must be drilled in the supply line to avoid freezing Blow-outs are to be installed on the ends of all pressure lines All run-off water is to be diverted away from the tanks and drainfield areas Plastic bolt down manhole covers are to be used and left at grade level for maintenance access. Pressure rate glue joint fittings must be used. If the septic tanks are less than 2' deep the covers are to be insulated with 2" high- densi foam It is the installer's responsibility that all sewerlines leaving the structure have been connected to the new system ,, Syster�will use the 2 existing s�ptic tanks. 1Vlaterials will need to be carried with the skid loader around the north side of the home due to the lack of space. �vN� SEPTIC SYSTEM DESIGN Date: 7/24/2015 SERVICE8 OwnerBuilder: Charles Krogness Address: 185 South Brown Road, Long Lake MN 55356 Site Address: Home Phone: 952-473-6004 The following information has been compiled for a single family home: Bedrooms_4 GPD_600 Garbage Disposal_No Lift Pump in Basement No Septic Tank Capacity_2000 Pump Tank Capacity_1000 � � System Type: Mound X Trench Distribution: Gravity Pressure X Land Slope _10%_ Depth to Limiting Layer _24" Soil sizing factor .78 Perc Rate Trench System: Drainfield Size/Sq. Ft. Lineal Ft. SB2 Number of Laterals Rock(Tons) Rock Width Max Trench Depth Width Mound System: Rock Bed _1Ox50' Sand Layer _46x82' Upslope _9' Downslope 27' Sideslope 16' Sand Depth_12" Topsoil on Site No Trucked in Yes Sand (Tons)_195 Rock (Tons) _26 Topsoil (Tons)_267 Pump Manufacturer: Goulds Requirements: GPM 29 Head 20 Force Main Length _40' Diameter 2" Number of Laterals _3 Length 48' 25648 200th Street • Belle Plaine, MN 56011 . 952-873-3292 STATE CERTIFIED ^ 185 Brown Road South Long Lake, MN 55356 North Property Line J �O�ss,e �Ou,r,p�e/' tr s�Qt� /m� 2-Existing 1000 Gallon Septic Tanks Small Access Area for materials l New 3000 Gallon � Pump Tank �� House 4 Drivewa ��' X N i' 7 Bl Elevations: — 1W2�� BM 100'—La rge 7� Tree on the � BZ North side of � mound. Mound Comers: B3 NE-102'3" N W—97,3„ I �� SE—102'3" ��, ' SW-95,4„ Rock bed: S,O� NE-101' 'lOX N W—100 SE—101' SW—99'S" Tanks Pump Tank—300'S" . 2011 purplecode Mound Design www.SepticResource.com (vers 15.2) Property Owner: Charles Krogness Date: 7/31/2015 Site Address: 185 South Brown Road, Orono, MN PID: Comments: instructions: � =enter data � = adjust if desired � = computer calculated- DO NOT CHANGE! i� �4 bedroom Type � Residential System 2� 600 GPD design flow 3� No Garbage disposal or pumped to septic a� 2000 Gal Septic tank (code minimum) 1500 Gal Septic tank (design size/ LUG req'd) Tank options: none s> 1.2 GPD/ftZ mound sand loading rate contour loading rate of 12 req's a min 50 ft. long rockbed 6� 10.0 ft rockbed width 50.0 ft rockbed length �� 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection g) �3 laterats 48.0 feet long 17.0 perfs / lateral 51 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 9> 7/32 inch perfs at �1 feet residual head gives 0.56 gpm flow rate per perforation for this perf size tt spacing, £t pipe size on line 12, max perfs/lateral= 30 , line#8 must be less--> OK �o> 4.0 doses per day (4 minimum) i l� 150 gallons per dose (treatment volume) 2.00 5x i2� 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement 2.00 3x i3� 4fl feet of 2.0 inch supply line teads to �gallons of drainback volume (Tip: "top feed" manifold to control the drainback) ia� 157 gallons TOTAL pump out volume (treatment+ drainback) is� 13 feet vertical lift from pump to mound laterals, leads to a: i6� 29 GPM C� 20 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) i�> 1000 gal Dose tank (code minimum) 1000 gal Dose tank (design size / LUG req'd) at 21.00 gpi leads to a �s) 7.5 inch swing on Demand float, or timed dosing of 5.4 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) i9> 12 inches from bottom of tank to"Pump OFP' float 20> 20 inches from bottom of tank to"Pump ON"ftoat, or 12 inches to"Timer ON"float if time dosed zi� 23 inches from bottom of tank to"Hi Level"float, or 33 inches to"Hi Level"float if time dosed z2� 517 gallons reserve capacity (after High Level Alarm is activated) Zs) 0.78 gpd/ftz Absorption area Soil Loading Rate, which gives a mound ratio of 1.5 (minimum) (this must match the soil boring log) desired mound ratio 1.5 za� 10 percent site slope (0-20% range) 10 (%downslope site slope, if different than upslope) zs� 24 inches, or 2.0 ft. to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone contains�0 inches of 0%soil credit, and �0 inches of 50%soil credit. Giving a: 2�> 12 inch, or 1.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! z�� 15.0 ft.Total ABSORPTION width (with sand beyond rockbed as fotlows:) zs> 0.0 ft. upslope and sideslope 5.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: 29� 4:1 upslope ratio 9 ft. upslope berm 30� 4:1 sideslope 16 ft. sideslope berms 3i� 4:1 downslope 27 ft. downslope berm 32� Overall Dimensions: 10.0 ft. wide by 50.0 ft. long Rock bed 46 ft. wide by 82 ft. long Mound footprint 4" inspection pipe 18" cover on top U lo berm 0 pvwnslo e berm 27 12" cover on sides (6"loemy cap&6"topsoil) 1.0 ��ean sand lift _ 2,0 Depth to Limiting �imitingCondition —'a—`--�--��_— __�__ Absor tion Width � �5.0 � --�---�---� Note: �ur 0 to 1�slopes, sJ6sorpt�nn J�'dth is measured from the Bedequally in both directions. For slapes >1�, A6sasrpt/an WYdth is measured downhill from the upslope ed�e of the Beo: ss> Rock Bed: 10.0 ft. by 50.0 ft. by �inches under pipe, plus 20%gives 17 yd'or*1.4= 24 ton 3a) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 15.7 up + 82.3 downslope + 13.3 ends+ 27.8 under rock= 167 yd'or*1.4= 234 ton plus 20% ss� Loamy Cap: 42 ft. by 78 ft. 6"deep, plus 20�gives 73 yd'or*1.4= 102 ton 36) TOpS01�: 46 ft. by 82 ft. 6" deep, plus 20%gives 84 yd'or"1.4= 118 ton 1 hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. 7/31/2015 Designer Signature Company License# Date . 185 South Brown Road, Orono, MN Soil Log#2 Q Boring � Pit Elevation Depth to SHWT Depth(in) Texture fragment°/o matrix color redox color consistence grade shape 0-13 Loamy Sand <35 10 YR 2/2 Loose Weak Blocky 14-26 Clay Loam <35 10 YR 4/4 SYR 5/8 Friable Moderate slocky <35 loose loose single grain 35 -50 friable weak granular blocky fitCTl moderate prismatic platy >50 rigid strOng massive �35 loose loose single grain 35 -50 friable weak �anulaT blo�ky f1tTT1 moderate prismatic platy >50 rigid Stt'Orig massive �35 loose loose singte gra;n friable weak granular blocky 35 -50 firril moderate prismatic platy >50 rigid strong massive 185 South Brown Road, Orono, MN Soil Log#3 � Boring ❑ Pit Elevation Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-10 Loamy Sand <35 10 YR 2/2 Loose Weak Granular <35 11-30 Clay Loam 35 -50 10 YR 4/4 SYR 5/8 Friable Wea1c Blocky >50 �35 loose loose single grain friable Weak granular blocky 35 -50 f I'm moderate prismatic platy >50 rigid strong massive <35 loose loose single grain friable weak granular blocky 35 -50 fii'tYl mOderate prismatic platy �$� massive rigid strong <35 lOose loose single grain friable weak granular blocky 35-50 firnl moderate prismatic platy >50 rigid strong massive 1 hereby certify this work was completed in accordance with MN 7080 and any local req's. \�� s��,,,,� Sewer Services l�""V 2502 Designer Signature Company License# 185 South Brown Road, Orono, MN Soil Lo #4 - ❑Boring ❑ Pit Elevation Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape �35 loose loose single grain friable weak granular b�o�ky 35 -50 frill mOderate prismatic platy >50 rigid strong mass��e lOOSO loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismatic placy >50 massive rigid strong lo0se loose single grain �35 friable weak granular blocky 35 -50 firm moderate ppsmatic placy >50 rigid Strong massive IOOSe IOOSe single grain <35 friable weak granular blocky 35 -50 firm moderate prismacic platy >50 rlgld Strong massive 100S0 loose single graiu <35 friable weak granular blocky 35 -50 fltm moderate prismaric plary >50 rigid strong massive 185 South Brown Road, Orono, MN Soil Log #5 ❑ Boring � Pit Elevation Depth to SHWT Depth(in) Texture fraginent% matrix color redox color consistence grade shape lOose loose single grain <35 friable weak granular blocky 35 -50 firm moderate prismacic platy �5� rigld StCong massive IOOSO 10050 single grain <35 friable weak granular blocky 35 -50 firrTl moderate prismatic platy >50 rigid Stl'ong massive IOOSe IOOSe single grain <35 friable weak granular blocky 35 -50 firm moderate prisma�ic platy >50 massive rigid strong <35 loose loose s�ngle grain friable weak granular blocky 35 -50 firnl moderate prismatic platy >50 rigid strong massive LOOSO lOOSe single grain <35 fC'11b1e W03�c granular blocky 35-50 firm moderate prismatic platy >50 massive rigid strong I hereby certify this work was completed in accordance with MN 7080 and any local req's. Designer Signature Company License# Soil Observation Log www.SepticResource.com vers 12.4 � Owner Information Property Owner/project: Charles Krogness Date 7/31/2015 Property Address/PID: 185 South Brown Road, Orono, MN Soil Survey Information ❑ refer to attached soil survey Parent matl's: ❑✓ Till �Outwash ❑ Lacustrine ❑Alluvium ❑ Organic ❑ Bedrock landscape position: ❑Summit ❑✓ Shoulder � Side slope ❑Toe slope soil survey map units: L37B slope 10 % direction- downh111 Soil Lo #1 ❑Boring ❑ Pit Elevation Depth to SHWT Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-9 Loamy Sand <35 10 YR 2/2 Loose Weak c,ranula� 10-27 Clay Loam <35 10 YR 4/4 SYR 5/8 Friable Weak Blocicy <35 loose loose single gra�n friable weak granulaz blocky 35 -50 firm moderate prismaric placy >50 massive rigid strong <35 loose loose single grain friable weak granulaz blocky 35 -50 f1iIT1 moderate prismatic platy >50 rlgid strong massive <35 loose loose single grain friable weak granular blocky 35 -50 f� moderate prismatic plary >50 rigid strong massive Comments: Light Redox at 27" . , Installer Summary 1500 gallon Septic tank(minimum) Tank options: none 1000 gallon Dose tank(minimum) at 21.00 gpi 29 GPM C� 20 ft. of head, Pump required 7.5 inch swing on Demand float which translates to roughly 4.8 inches of float tether length if time dosing is required --> 5.4 minutes ON time 8 �9 hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm"if time dosed 40 ft. of 2.0 inch supply line with end feed manifold connection ' (Tip: "top feed" manifold to control drainback) 12 inch, or 1.0 ft. Sand Lift Mound 10.0 ft. wide by 50.0 ft. long Rock bed 3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. tateralspacing 7/32 inch perfs 3.0 ft. perforation spacing No Effluent filter£t alarm 3 clean out 8 valve box assemblies 15.0 ft.Totat sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 5.0 ft. Downslope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upslope ratio 9 ft. upslope berm 4:1 sideslope 16 ft. sideslope berms 4:1 downslope 27 ft. downslope berm 4"inspection pipe 18" cover on top U lo e berm 0 Downslo e berm 27 12" cover an sideS (6"loamy cap&6"topsoil) 1.0 Clean sand lift _ 2.0 Depth to Limiting Li'miting Condation' —`----------___ Absor tion Width 15.0 —"--"-- ----_______ Note• �`or 0 td 1�stapes, Ahsorptlon Wi'drh is measured �rom the Bedequally in both directions. �or slapes >1�, .46sorptlan W/dth is measured downhill from the upslo�e edge of the B�d. Rock Bed: 17.0 yd3 or*1.4= 24 ton 6 inches under pipe Mound Sand: 167 Yd3 or"1.4= 234 ton calculation based on 3:1/4:1 slope from top of rockbe� Loamy Cap: 73 Yd3 or`1.4= 102 ton 6"deep Topsoil: 84 yd3 or*1.4= 118 ton 6"deep � Map Unit Description:Angus loam,2 to 6 percent slopes---Hennepin County,Minnesota Hennepin County, Minnesota L37B—Angus loam, 2 to 6 percent slopes Map Unit Setting Nationa/map unit symbol: 2syrq Elevation: 690 to 1,840 feet Mean annua/precipitation: 24 to 37 inches Mean annual air temperature: 43 to 52 degrees F Frost-free period: 140 to 180 days Farm/and classification: All areas are prime farmland Map Unit Composition Angus and similar soi/s: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Angus Setting Landform: Ground moraines, ground moraines Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Interfluve, rise Down-slope shape: Convex Across-slope shape: Linear, convex Parent material: Fine-loamy till Typical profile Ap - 0 to 7 inches: loam Bt- 7 to 37 inches: clay loam BC- 37 to 50 inches: clay loam C-50 to 79 inches: loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage c/ass: Well drained Capacity of the most limiting/ayer to transmit water(Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water tab/e: About 39 to 51 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Availab/e water storage in profile: High (about 10.2 inches) Interpretive groups Land capability classificafion (irrigated): None specified Land capabi/ity c/assification (nonirrigated): 2e Hydrologic Soil Group: C � Naturel Resources Web Soil Survey 7/31/2015 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Angus loam,2 to 6 percent slopes---Hennepin County, Minnesota _ Other vegetative classification: Sloping Upland, Acid (G103XS006MN) Minor Components Angus, moderately eroded Percent of map unit: 10 percent Landform: Ground moraines, ground moraines Landform position (two-dimensional): Shoulder, summit Landform position (three-dimensional): Interfluve, rise Down-slope shape: Convex Across-slope shape: Convex, linear Other vegetative classification: Sloping Upland, Acid (G103XS006MN) Le sueur Percent of map unit: 5 percent Landform: Ground moraines Landform position (two-dimensional): Summit Landform position (three-dimensional): Talf Down-slope shape: Linear, convex Across-s/ope shape: Linear Other vegetative classification: Sloping Upland, Acid (G103XS006MN) Cordova Percent of map unit: 5 percent Landform: Ground moraines Landform position (two-dimensional): Toeslope, summit Landform position (three-dimensional): Dip Down-slope shape: Linear, convex Across-slope shape: Linear Other vegetative classification: Level Swale, Neutral (G103XS001 MN) Data Source Information Soil Survey Area: Hennepin County, Minnesota Survey Area Data: Version 10, Sep 16, 2014 tlSp� Natural Resources Web Soil Survey 7/31/2015 �� Conservation Service National Cooperative Soil Survey Page 2 of 2 � Preliminary & Field Evaluation Form www.SepticResource.com vers 12.4 Owner Information Date 7/31/2015 Sec/Twp/Rng Parcel ID LUG(county,city,township) City Property Owner: Charles Krogness Owners address(if different) Property Address: 185 South Brown Road, Orono, MN City/State/Zip: Orono, MN Flow Information and Waste Ty e/ Strength Estimated Design flow 450 Anticipated Waste strength ❑ Hi Strength ❑� Domestic Any Non-Domestic Waste ❑Yes(class V) Q No Comments: Sewage ejector/grinder pump ❑ Yes � No Water softener Q Yes ❑ No Garbage Disposal ❑Yes � No Daycare/In home business ❑Yes 0 No Site Information Existing&proposed lot � Yes ❑ No Well casing depth improvements located (see site map) Easements on lot located ❑ Yes ❑� No Drainfield w/in 100'of ❑Yes 0 No (see site map) residential well Property lines determined ❑� Yes ❑ No Site w/in 200'of transient ❑Yes ❑� No (see site map) noncommuniry water supply(TNCWS) Req'd setbacks determined 0 Yes � No Site w/in an inner wellhead ❑Yes Q No (see site map) mgmt zone(CWS/NTNCWS) Utilities located&identified ❑� Yes ❑ No Buried water supply pipe ❑ Yes ❑� No (gopher state one call) w/in 50'of system Access for system maintenance ❑� Yes ❑No Site located in Shoreland ❑ Yes � No (shown on site map) (w/in 1000'of lake,300'of river) Soil treatment area protected ❑� Yes ❑ No Site map prepared with ❑� Yes ❑ No previous items included Construction related issues Soil Information Evidence of site: Cut ❑ Yes ❑� No Filled ❑ Yes ❑� No Compacted ❑ Yes � No Disturbed ❑ Yes � No Original soils ❑� Yes ❑ No Soil logs completed and attached ❑� Yes ❑ No Perk test completed and ❑ Yes 0 No attached(if applicable) Soil loading rate (gpd/ft�) 0.78 Percolation rate(if applicable) Depth/elev to SHWT 24.00 Flooding or run-on potential ❑ Yes � No (comments) Depth to system bottom -12.00 maximum(or elev minimum) Flood elevation(if applicable) Depth/elev to standing N/A water(if applicable) Elevation of ordinary high Depth/elev to bedrock N/A water level(if applicable) (if applicable) Floodplain designation and Soil Survey information 0 Yes ❑ No elev- 100 yr/10 yr(if applicable) determined(see attachment) Differences between soil survey and field evaluation(if applicable) I hereby cer[ify lhis evaluation was completed in accordance with MN 7080 and any local req's. �°'��"'Y'�^�"�� Sewer Seroices 2502 Designer Signature Company License# � �� .�-- DATE � TIME� CITY OF ORONO CALLED IN /0-S � � INSPECTION NOTICE �� z�� SCHEDULED �D�?�� PERMIT NO. ��S— COMPLETED ADDRESS ��S �'�'/�l'L�lC� �� S OWNER TELEPHONE NO.�_°�'��7-��77 CONTRACTOR -5�� - �� `�Q�� DESCRIPTION � �S ~ ��'�k�'f�'� W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERfCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �� am � �C�.�+� k � W a � �i�.�� oc�,�� 0 a � ca c Q f'' G � '�' � � '7/' Q / 6(� � � /�m 1/'f Q :S'GC/�L� �� c✓ '�" Q z ' l�L '�� Gr 't vt W2.�' •��ct r� ��s�S � � .S.'/7� � � ..Sa�t � � � � a W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT i7 CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pf{OTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-46�� OwnerlContrac on site: Inspector. hite Copyllnspector's File Canary CopylSfte Notice � � �� DATE �— 71ME � CITY OF ORONO CALLED IN /�-5-�� INSPECTION NQTICE D/ ��( SCHEDULED l�-�o-�S /O_'G� PERMIT NO. ao�S'— COMPLETED ADDRESS l� S /dYbvti"'YZ- �a� -S OWNER TELEPHONE�NO.�Sa��7-//77 CONTRACTOR L� �'4 �'Z �-'� - �; DESCRIPTION �`�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL _ v ❑ DEMO-SITE EPTIC INSTALL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO ME U:_YES_NO c�.� COMMENTS: a i !� Q�/� C �' VC o �' � �l �. � 0 � W � Q � 2 W � W � � d W ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑ CO T WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContra on site: Inspector. White Copyllnspector's File Canary CopylSite Notice �e�- ��`` ✓ `�- DATE TIME CITY OF ORONO CALLED IN l�/.�!5 INSPECTION N T CE SCHEDULED �/-a3—/..5 l/),'�.�� PERMIT NO. � S' co LETED ADDRESS G� � S OWNER ELEPHONE NO�S a ��7"��77 CONTRACTOR �-�C� �/'G��ZT�� DESCRIPTION -GC_ I �.� ll� ❑ FOOTING ❑ DEMO-FINAL SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ XCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � a � ��v� �vac fm� � �� v��.�.��_su�� l�e J J� /� O � O �l ,/�Y( W Q Q�� 2 W � w 2 � J � ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED ❑ I SUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT O CORRECT UNSAFE COND�TION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-4600 OwnerfContr r on site: Inspector White Copyllnspector's Ffle Canary CopylSite Notice ' DATE TIME � CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED PERMITNO. - m� � ��5��'� COMPLETED ��' :C'O ADDRESS l�S� �ir�w.1 t;� (� �-�v��Gt OWNER �hu�'It'� �-�,rdc��et� TELEPHONE NO. CONTRACTOR �2��`•'Z �� '�5 r�;,� ��^ �S�Z >; DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ REE REMOVAL � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE SITE INSPECTION Z Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOH TO MEET YOU:_YES_NO � � COMMENTS: e��! `S �C'f� ��C�.�i�{'l W C j �� c'�'I� ' � � v�1 �C o , � '� � -� z �t� - Q�� , �ur � 0 � W � � � �/e �� Q Q l � � � � � �l� %� S � l /(1� Z W �J V �� d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContr�r on site: Inspector./ White Copyllnspector's File Canary CopylSite Notice