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Home My WebLink About2017-01337 - septic CITY OF ORONO * z 0 1 7 - 0 1 3 3 7 * 2750 KELLEY PARKWAY DATE ISSUED: 10/24/2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1760 SHORELINE DR PIN : 10-117-23-14-0017 LEGAL DESC : N/A : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) NOTE: (1)PRECAST CONCRETE TANK- 2250 SEPTIC TANK (1) 1300 PUMP CHAMBER APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 J S STEWART COMPANIES, INC. Payment(s) 11030 LAMONT AVE NE CHECK 8014 400.00 HANOVER,MN 55341 �) Minnesota State License#:sept-L703 O W NER Woodhouse Shoreline LLC 600 HIGHWAY 169 S#701 MINNEAPOLIS,MN 55426- 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 grant permission for addi[ional or related work which requires separate permits. AII provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction 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 are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ��-�it�� ' � �' ��--L "�� /� �d� l 7 Applicant Permitee Signature Date Issued B ignature Date � � City of Orono FOR CITY USE ONLY �/ � N��`, P P.O.Box 66 ` 2750 Kelley Parkway Date Received:/U i 7 -�� Crystal Bay,MN 55323 Permit# .��/7 —v/J��7 : Phone:(952)249-4600 ��''��,,,��w`,�� Fax: (952)249-4616 APproved By: Amount$: CG�� .,� t ��Cv�a�.�� CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) � Job Site / Owner Information: Site Address: __� ) (v � J L`��'V�f,t,,,fv�..,� .��'y`I v � , � Owner: ��l 1 ('�l�i�',� ��1 �.��'�^;_i��L�.►,� Mailing Address: ;�� y ti,�l,!��c:� � � j��_.�, �j �;;; c�ty: d�� ,�� ;%��r c�l� � z�p: `-�`_� �r � `��► Home Phone: Alternate Phone: Contractor/Applicant Information: Contractor/A ��J � ��v �y_L } i �( , pp: �C{ � �� c� . Contact Person: +�A e� Q� � �' Address: ) � ��G Z Gt. �`v� fi-�;t�- J�'L l�l��_ State License #: L 7 U � C it . 1'-►�b V .-_ _, y� Q,✓ Zip: � S �y � Expiration Date: ��- �� - ' ` 't �, �_ Phone: �l�� => �E ? �1 `��r� C ��_ �� Alternate Phone: �� `��1� ► l�� TYPES OF OCCUPANCY � Residential ❑ Commercial ❑ Other **ATTENTION APPLICANT ** —i ; Fill in all appropriate blanks and check all appropriate boxes. � Tanks: 0 Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: 1 r SizeofTanks: � ,j �? ��5�"U <�>� ��'r< < �9�.�,,��t_ i i �:r�� .�('. �i<<„��_l��rv- Type of Activity: ❑ Trenches � Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ Pre-Treatment ❑ Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. ��(��p �� /��o�� Page 1 �� PERMIT TYPE AND FEES New or Replacement System $400.00 �{D� `--=^- Repair Existing System 100.00 (Tanks or Drainfield) Total $ 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 ��ate of 'innesota and certifies that all statements made on this application are complet�, true and r ect. Signature of Applicant( ,{�Z��'%'� 'l.�'��, Date: � �.�� E +�� - � ��" MPCA License No.: { � Staff Review: � cept ❑ Denied Reviewer: Date: � �- Reason for DeniaL• Comments (to be printed on inspection card): GENERAL INSTRUCTIONS 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. Page 2 �HtS SYSTEM is DESIGNEp FOR 1�ZZ.Sp , (� t3�p��v� ,,,�BEDROOMS. ANY tNCREASE IN NUMBER 8G� ��c 4F 6EDROOMS tNYALiDATES TH{S DESiGN. ��K�' � Jose h Olson D.B.A. �1�/�'r , p • . . �(� Rusty Olson s--Soil and Percolation Testing ��-��/ .lose�h .1. Otson--�iPCA License#810 l t� 11-181 Riverview Rd. NE, Hano��er, VIN 553�1 (763)-�98-8779 Fax (763) -t98-8290 Jul� ?,?t)I? N(�R-SON 1760 5horeline [)rive Orono. Hennepin Count� (`his on-site Se��age l�reatment System is designed tor a Type I, tive-bedroam home in accordance with th�Minncsota Poilution Control Agenc� Chapter 7080 and local ordinances. 'The periodicall} saturated soils 4vere locat�d at 2�3-26 inches Imottled soil). Due to the periodically saturated soils,a pressurized mound s�stem with 6 inches of rock�►ill need to be installed to treat the septic eftluent. The hottom of the treatment area must br located at least 3' above the saturated soils. This s�stem is designed with 6 inches of rock. � The soils at a depth of 1?"have a percolation rate averaging 3 MPI. The west propert� line must be staked pri��r to the installation of the system. A ??50-gallon sept'rc tank is desisned for this site. .411 tanks need to be insulated if there is less than two feet of cover over the top oFthe tanks.Clean outs must be installed on the end of the laterals for rnaintenance. Use 7 3? inch perforations on the laterals. .A Dan4in I;00 gallon pumping chamber�vill nezd to be installed to lift the eftluent to the treatment area. The po�ver suppl� and sH-itches must be located outside the manhole and pumping chamber in a weatherproot'enclosure. A �tiamin�de��ice must be installed with light and sound devices:this is in case of a puilip failure. A tlou measurement device must be installed. Inctuding but not limited to a�►-ater meter, event caunter. runnin�time cl�eks or electronicall} cc�ntroiled dosing. Keen all hea�� eauipment off of the nrouosed treatment areas before during and after construction The area around both sites must be fenced off bv the contractor before am construction be ins �'ith proper installation and maintenance.this srstem shouid ha�r no problem in treating septic et7luent etiectiveh. Nothing other[han gra� �tater,(laundn,sho�ers,etc.) Human water and toilet tissue should be disposed of into the septic tanks.Garbaee disposals are not recommended. Addi[ives must not be used the� ma} cause harmfLf dama,�e to�our�eptic s};tem, lt is recommended that�ou pump the septic tanks every two`ears. 5� el�. � —``� CITY OF 4RON0 : Joseph J.Olson SF,PTIC PE T PLAN IEW IIVSPECT R �DATE A PERMIT NO.�,�'? A PRO Lp AS SliI�MtTTF.A �I APPROVrD WITH CORRFC7'iONS AS NOTED E.7 NOT APPROVEI3-CORRECT 8c RESliR�11T Thcsc comments ure For your information. AU work shall be done in full compliance with aU upplicuble septie And zoning cc�de. Rcyuirements including items not specificully notcd in thisreview. KEiGP THIS PLAN 3F.T ON SfCE AT ALL TIMES "o �'� ;� � � ��; ----.-----�— � � �r � r � Z >; r°a-� �'� �`�i' '�— \ 1 ' ! � ; . ! ' i \ ''�\�� \ � ' i j � � ' � r � !� � � i � ��1 _ ��, \ � } i , � � f � 1 , ' I ' l �' ! l 'u�l `�� - �� 1 '; �� i � ; , �0 S£'Pl � M �..£'l jl FeqO S � �r ;` ; � ` - t � , r ,% � , t � � ' * j ; � ; ; i ' �� , ; � � ,� ; � � ; ; � / �; � �� i � E ; � � � ; c i � � � � l _ l� _ .�#aOc _ �. _' t u_�� _ � � 1 _ 1! l _ f, � � l, 1•,�/l �,iJP_ /I // % � / ;' r� _ i , � r�"I i � �� -*-T- � --r— � ` =-� - - �--.�._ ( ' ' 4� ! 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C._�--..._....._-.._ a..._....._...�...�. �` , �'�'�' ��~`�,. 3"!�. 4 Y�.�' ��oa�:w•itE3► h�F �t -�'-,-�"._,_-~�-�_�_: �� • �.� � ...-..= . - aa� � . �r�.t nr�aem ac tw�a ta -. 4�.5 X l3cx� iti+R s�c oMensur .c�w oa� . 6-h t s d.��S . . �on..��r� �.�ra�aH� ••-_"_�' _–�-�---- _�.:__ �,��a MOUWD SYSi Efirl DFSiC�N � TFl.�!E1.. ��y8'f �YPe�_ .. 5 B�dinorn,Ave�age pe�colation ra[F_3 ��is7�es�� TH�Et,.-9y�'s s�.,u� �{r��.; _�.0 �57� a da $�� 'Y3.o _� y Y _G.�c_>sq-h rnFtreatrneni area�;c�_(/7A h_ widdf=G 3 ft. ie�gth afi bed area �ltt(�'� 4� --- __ ��I�Qa� ��Y....., side stope run3-+�tu 1 x 3•�height= `i� ft.x£s� fi.tawn arPa t� ��t� �.�8 E�..�.94i.a _ _ _�_ ..�.�.'�t�. (lea�rock needeci plus 2(� 2� tu_yci�.Coarse yvached sar� ��.r...��.� �� u.Yds.Average sand depth_�.� T��+�� Sandy loam'!q cu.ycEs.,ropsoi!6"` G 3_u-yds.plt�s 5(14�_� SO`�� cu.Yds. ,w!tPD�I bl�tx Numbe�r of tar�ks�J 1"fank.��Sii�ls.,2"�taok �__gafs.,PumP chamber capacity 13-�gals- �o�Tv.oF:,.��.� -�-�-gafs.JlOtl lirteai feet of_ec"dia- SuPPhr p'�pe,linead feet ru.u.c ded_3 v_ ��.:; "; S' 1�.��(.J N� �R 1�� , . _ ---- - - .(��IJtii�J v n�TY Disiribution Pipe.a__"dia_.I$? 1i�eaf f�t,_l3> dia.Perforations 3(__'°a�ar� --- . _..--__-_._ • ---..�-�._�..•. Float set ai � ; -1____ga1s.,_y-- times per day Pump curve �� J min.1 s' feet he��ressure. � . �3�:�!7��,7 Ah. ?b3-04&8779 ._ , ,,.. . ` _: . _ . .. t._�v..._ Z°„p��°�°°� Mo u n d Desi gn www.SepticResource.com (vers 15.2) Property Owner: NOR-SON Date: 7/7/2017 Site Addross: 1760 Shoretine Drive PID: 1011723140017 Comments: instructions: � =enter data � =adjust if desired � - computer catculated-DO NOT CHANGE! >> �bedroom Type C� Residentiat System zi 750 GPD design flow 3, Yes Garbage disposal or pumped to septic 50%larger tank with muttipte comp/tanks �i 2250 Gal Septic Wnk (code minimum► 2250 Gal Septic tank(design size / LUG req'dy Tank options: none t� �•2 GPD/f[Z mound sand toading rate contour toading rate of 12 req's a min 62.5 ft. long rockbed e� 10.0 ft rakbed width 63.0 ft rakbed length �� 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection K> �3 laterals 61.0 feet long 21.0 perts / lateral 63 perfs total (1/2 a perf ineans the first perf starts at the middle feed manifold) y� 7/32 inch perfs at �feet residual head gives 0.56 gpm flow rate per perforation for this perf size&spacing, &pipe size on line 12, max perfs/lateral= 30 , line#8 must be less--> OK iui 4.0 doses per day (4 minimum► i i� 188 gallons per dose (treatment volume) 2.00 Sx i�, 2.00 inch diameter laterals must be used to meet"4x pipe votume"requirement 2.00 3x i�� feet of 2.0 inch supply line leads to �galtons of drainback volume (Tip: "top feed"manifold to control the drainback) �a� 193 gallons TOTAL pump out volume (treatment+drainback) is� �feet vertical tift from pump to mound laterats� leads to a: ih� 36 GPM @ 15 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) i>> 750 gal Dose tank (code minimum) 1300 gal Dose tank(design size / LUG req'd) at 25.49 gpi teads to a is, 7.6 inch swing on Demand itoat, or timed dosing of 5.4 min ON (confirm pump�ate with drawdown (this delivers Average ftow, =70%of Peak design flow)�9 hrs OFF test and adjust as necessary) iv; 12 inches from bottom of tank to"Pump OFF"float zo, 20 inches from bottom of tank to"Pump ON"float, or 12 inches to'Timer ON"ftoat if time dosed �>> 23 inches from bottom of tank to"Hi Level"float, or 33 inches to`Hi Level"ftoat if time dosed z�a 714 gallons reserve capacity (after High Levei Alarm is activated) :a� 0.78 gpd/ft� 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.$ �y� 12 percent site slope (0-20%range) 15 (%downslope site slope, if different than upslope) z�, 24 inches, or 2.0 ft. to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone conWins�O inches of 0%soit credit, and �tnches of 50;K soil credit. Giving a: zc�� 12 inch, or 1.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! z�� 15.0 ft.Total ABSORPTION width (with sand beyond rakbed as follows:} 'K� 0.0 ft. upstope and sidestope 5.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed)of: �U� 4:1 upslope ratio 8 ft. upslope berm ao� 3:1 sideslope 13 ft. sideslope berms z�� 3:1 downslope 23 ft. downslope berm ;�� Overall Dimensions: 10.0 ft. wide by 63.0 ft. long Rock bed 41 ft. wide by 89 ft. tong Mound footprint 4" inspection pipe 18" cover on top U sl berm 0 p�� 23 12" cover on sides (6"bemy cap�6"topooilJ �.� Ctean sand lift � Y 2,p Depth to Limiting Lim�ting Cond�tr`on �--�-- ----_—_ Absor tion Width ! t 5.0 `—--— ——— _______ Note: For 0 to 19K slopes, .4b�sorptian W1'drh is measured from the B�dequally in both directions. For stopes >1�, �arpt/on 1�N'd�h is meawred dovvnhill from the upstope edge of the Bed. s3, Rock Bed: 10.0 ft. by 63.0 ft. by �inches under pipe, ptus 20%gives 21 yd'or"1.4- 29 ton 3�� Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Ettchange sand for loamy cap if desired) 16.2 up + 87.4 downslope + 11.4 ends+ 37.3 under rock= 183 yd'or•1.4= 256 ton p[us 20% ;>� Loamy Cap: 37 ft. by 85 ft. 6"deep, plus 20%gives 70 yd'or•1.4= 98 ton 3e� TopsoiL• 41 ft. by 89 ft. 6"deep, plus 20%gives 82 yd'or"1.4= 115 ton I hereby certify that I have completed this worlc in accordance with all applicable ordinances, rules and laws. Rusty olson's Soil f�Perc 810 7/7/2017 signer Signature Company License# Date Insta�ler Summary 2250 gallon Septic tank(minimum) Tank options: none wx�arger �anK witn rnu�up�e compi t,anKs 1300 gallon Dose tank (minimum) at 25.49 gpi 36 GPM @ 15 ft. of head, Pump required 7.6 inch swing on Demand float which translates to roughly 4.8 inches of float tether length if time dosing is requi�ed--> 5.4 minutes ON time& �hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"ftoat 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm'if time dosed 30 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 Lfft Mound 10.0 ft. wide by 63.0 ft. long Rock bed 3 laterals 2.00 inch diameter 61.0 ft. long 3.0 ft. lateral spacing 7/32 inch perts 3.0 ft. perforation spacing No Effluent filter&atarm 3 clean out&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 Isand beyond rockbed, minimum) Specific slope ratios give BERM widths(topsoil beyond rockbed)of: 4:1 upslope ratio 8 ft. upslope berm 3:1 sidestope 13 ft. sideslope berms 3:1 downslope 23 ft. downslope berm 4"inspection pipe 18" cover on top U slo berm � po�� 23 12" covee o� sides {6"bemy cap�c 6"toproiu 1.0 Clean sand lift , 2_0 Depth ta Limitin� ��mitingCond�tion — �----__ ______ tion Width 15.0 —__�`—_ __—___--__ Note: For 0 to 1�slopes, ,4bsorptlan WYdth is measured from the Bedequatly in both direttions. For slopes >1%, ,�sarptfon Wfdth is meawred downhill fram the upstope ec�e of the Brd Rock Bed: 21.0 Yd3 or`1.4= 29 ton 6 inches under pipe Mound Sand: 183 yd3 or•1.4= 256 ton calculation based on 3:1/4:1 stope from top of rockbe� Loamy Cap: 70 yd3 or•1.4= 98 ton 6"deep Topsoil: 82 yd3 or"1.4= 115 ton 6"deep INSPECTOR CHECKLIST - mound 1/6U�horetine unve � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersat area with shaltow well PROPERTY L.INES setback: 10'to everything Road secback: platted: 10'prop line. Metes 8 bounds:out of road easement, or outer ditch. LAKE%BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_. Building setbacks: 10'for everything, 20'for dispersat area. WATER L[NE under pressure se 10'to bed,tank&sewer(ine. (etse sewer tine> 12"below) � Sewer line&baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8') (no depth req's, clean out every 100', Sch 40 pipe) � Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) mfg 2250 gallons none Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. No effluent filter&alarm Dose tank risers and piping (water tight, insulated, proper depth,drainback) mfg 1300 gallons � dose pump 36 gpm 15 head VERIFY PUMP CURVE 5.4 min ON 9 hr OFF � float setting drop 7.6 inches at 25.5 gpi "DESIGNED" 4.8 inches approx float tether length 193.0 gal dose divided by gpi "INSTALLED"II inches float drop(field corrected I.ABEL pump requirements and drawdown on riser or panet Cam lock reachabte from grade- 30"max. J-hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8";, supported by 4"xh40 sleeve or compacted, and buried 6"+. splice box /control panel / electrical connections flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 63.0 Sand lift depth 12 inches. (Jar test: 2"sand teaves< 1/8"silt after 30 min) � Absorption Sand beyond rock 0.0 upslope 5.0 downstope � Bermed topsoil beyond rakbed 8 upstope 13 sideslope 23 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rocky 2.00 inch pipe size (Sch40 pipe&ffttings) 3.0 ft tateral spacing 8 7132 inch perforations 3.0 ft pertoration spacing Air inlet at end of laterals, and at top feed manifold if netessary. VERIFY ctean outs (no hard 90's) 4"inspection pipe to bottom of rock, anchored VERIFY Abandon existing system- if necessary C�Re-use existing tank certification monitoring plan and type well abandonment form - if necessary � � .u�tr�a�uw.�u Systern Elevations � benchmark �. 1 , 1' - - - - sHwT �,�'�nno�,�d 1' (Gradc ekvations are existing. If a f ��p different�nal grade is desired it should � latera� be shown and described here.� � ` bottom rock �` grBCk (at upsbpe r«k bed� ��'� .,_ �� 1��P�rak bed) '`~-r__, �_ '~--�_",-� �`'-�__�. 1 1 ,! 1 �'� � �, � rl I I r I r �� r r r exiting house Septk Tank Septic Tank ��aP�caae) Pump Tank Grade Gtade C�ade Grade Pipe iMet iNet iMet Tank bdtan TaNc bottom Tank battan Soil Ubservation Log w�vw.SepticResource.com vers 12.4 Owner Infarm�tlon Propem Owner i project: NOR-SON Date 7/5/2017 PropeRy Address!PtD: ]760 Shoreline Drive Soil Surv Informxtion ❑rok�to attacfied so�auvey Parent matl's: �TIII ❑outwash ❑laantrine ❑alwium ❑organic ❑Bedrodc Iandscape position: ❑Summit ❑Shoulder 0$�� ❑Tce slope suil survey map units: L22U2 slope 12 % direction-Linear Soil #1 ��"9 ��t Elevation 948.5 Depth to SHWT 26 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-8 Topsoil G35 10yr3/2 Loose Loose Single grain 8-16 Sandy[.oam <35 I Oyr4�3 Friable Loose Granuiar 16-26 Sandy Loam <35 IOyrS/4 Friable Loose Granulaz 26-30 Sandy Loam <35 IOyrS!4 IOy4/8,1-6/l0y Friable Loose Granuier �35 loose loose single grain 35-50 friable weak granular blocky >50 f� mOderdte prismatic platy rigid strong massive Comments: 1760 Shoreline Drive �� 2 � B0""g � �t Elevation 948.5 Depth to SHWT 26 Inches Depth(in) Texture fragment°10 matrix color redox color consistence ade sha 0-8 Topsoil <35 t0yr32 Loose Loose Singlegrain 8-14 Sandy Loam <35 I Oyr4�`3 Friable Loose �ranular 14-26 Sandy Loam <35 10yr5/4 Friable Loose Granular ?6-30 SandyclayLoam <35 IOyr5/4 IOy4/8,1-6/l0y Friable Loose Granuiar 1760 Shoreline Drive SoU #3 ❑�"�9 0� Elevation 943.0 Depth to SHWT 24 Inches Depth(in) Texture fragment°io mauix color redox color consistence de shape U-8 Topsoil <35 I Oyr3/2 Loose Loose Single gra�n 8-14 Sandy Loam <35 I Oyr4/3 Friable Loose Granular 14-24 Sandy Loam <35 IOyTS/� Friable Loose Granular 24-30 Sandy clay Loam <35 10yr5/4 10y4/8,1-6/l0y Friable Loose Granular /herehvi certifJ�this wnrk was enmp/eted in accordance►+�i�h A4N?080 and any loca!req's. '—"—""-- Rusty Oison's Soil & Perc. g�p igner Signature Company License# 1760 Shoreline Drive �� #q ❑�ry�►9 0�t Elevation 943.0 Depth to SHWT 26 Inches De th(in) Texture fragment% matrix color redox color consistence de sh 0-8 Topsoil <35 10yr3;? Loose Loose sinEle�rain 8-14 Sandy Loam <35 10yr4;3 Friable Loose �ranu�ar 14-26 Sandy Loam <35 IOyr5i4 Friable Loose Granular ?6-30 Sandy Loam <35 10yr5!4 IOy4/8,1-6/l0y Friable Loose Granular 30-36 Clay Loam <35 (OyrS!4 IOy4/8,1-6/l0y Friable Strong a�ocky 1760 Shoreline Drive �� ❑aorin9 ❑ Pit Elevation 947.2 Depth to SHWT 26 Inches De th(in) Texture fragment% matrix color redox color consistence de sh 0-S Topsoil <35 10yr3/2 Loose Loose Single gain 8-16 Sandy Loam <35 IOyr4!; Friable Loose Granu�ar 16-26 Sandy Loam <35 10yr5/4 Friable Loose Granuiar 26-30 Sandy Loam <35 IOyTS/4 IOy4%8.1-6/l0y Friable Loose Granu�ar <3S loose loose single grain 35-SO friable weak �ranu�ar blocky >50 f�� moderate P�smacic plary rigid strOng massive /herehy crrti '�this x�ork x�as completed in accordance with tifN,'080 and arry local req's. '� Rusty Olson's Soil& Perc. 810 esigner Signature Company License# Soil Observation Log www.SepticResourc�.com vers 12.4 Owner Information Property Owner!project: NOR-SON Date 7/5/2017 Property Address�PID: 1760 Shoreline Drive Soi!Surv Information ❑r�rer m at�ee sou s�vey Parent mati's: �Tiil ❑Outwash ❑Lacustrine ❑Aliuvium ❑Organic ❑Bedrodc landscape position: ❑Summit ❑Shoulder Q Side slope ❑Tce slope soil survey map units: L22ll2 slope 12 % direction-Linear SoU Lo li6 ❑Boring Q Pit Elevation 941.3 Depth to SHWT 26 Inches De th(in) Texture fragment% matrix color redox color consistence grade shape 0-8 Topsoil <35 I Oyr3/2 Loose Loose Single gain 8-14 Sandy Loam <35 IOyr4/3 Friable Loose Granuiar 14-26 Sandy Loam <35 10yr5/4 Friable Loose Granular 26-30 Sandy clay Loam <35 IOyr5/4 10y4/8,I-6/l0y Friable Loose Granu�ar <35 loose lOose single grain 35-50 friable weak granular blocky >50 f�► modeCate vrismatic plary rigid strong massive Comments: Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:35 A.M. On 7/06/17 Location: 1760 Shoreline Dnve Hole number: 1 Date hole was prepared: 7/05/17 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-8 Topsoi110yr3/2 8-�2 Sandy loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/05/17 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time ime epth Dro in H20 Perc Rate 10:47 11:02 6" 4.5 3.3 11:09 11:24 6" 4.4 3.4 11:25 11:40 6" 4.3 3.5 AVERA E P RC. RATE 3.4 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:35 A.M. On 7/06/17 Location: 1780 Shoreline Drive Hole number: 2 Date hole was prepared: 7/05/17 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-8 Topsoil 10yr3/2 8-12 Sandy loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/05/17 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time ime Depth Drop in H20 Perc Rate 10:48 11:03 6" 5.5 2.7 11:08 11:23 6" 5.5 2.7 11:26 11:41 6" 5.5 2.7 AV A E PERC. RAT 2.7 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings mede by: Rusry Olson's Perc. starting at 10:35 A.M. On 7/06/17 Location: 1760 Shoreline Drive Hole number: 3 Date hole was prepared: 7/05l17 Depth of hole bottom 12"`inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil te�ure 0•8 To�oil 10yr3/2 8-�2 Sandy loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/05/17 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time epth Dro in H20 Perc ate 10:49 11:04 6" 4.7 3.1 11:07 11:22 6" 4.6 32 11:27 11:42 6" 4.8 3.3 A E PER . RATE 3.2 MPI . Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:35 A.M. On 7/06/17 Location: 1760 Shoreline Drive Hole number: 4 Date hole was prepared: 7/05/17 Depth of hole bottom 12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12 Topsoil 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water fllling 7/05/17 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom duri�g tests 6 inches Time Time Depth Drop in H20 ero Rate 10:50 11:05 6" 4.5 3.3 11:06 11:21 6" 4.4 3.4 11:28 11:43 6" 4.3 3.5 AVERAGE PERC. RATE 3.4 M I ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION,�I�TICE SCHEDULED PERM(T NO�� ` � COMPLEfED �� 7 � �� ADDRESS I 7�� ✓ (�✓'P�/!�2 , r e v�G OVVNER TELEPHONE NO. CONTRACTOR � DESCRIPTION � �`'C u� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINO 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 _ ❑ DEMO-SITE ✓/�EPTIC INSTALL v 2 OMINERICOKTRACTOR TO MEET YES_NO � COMMENTS: � j ` f h 0 a� ° t/r� l �l <� U' W OC Q � � W � j 4�j ❑WORK SATISFACTOHY:PFiOCEED ❑PROJECT COMPLETE � ❑OORRECT WORK�PROCEED �ISSUE CERTIFICATE OF OCa1PY1NCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEhAPORARY V BEFORE CdVERiNf3 pERhtANENT ❑(�RRECT UNSAFE CONDITION WITHIN HOURS. p p�{pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRAN(3E ACCESS. Call for fhe next inspectfon 24 hours in advanoe. (952) 249-4600 on site: Inspec YYhits CapyAnspector's Fil� Can�ry CoprlSib Notie� �� ✓ D TE TIME CITY OF ORONO CALLED IN f -� _� INSPECTION TICE SCHEDUIED ` - - PERMIT NO. ` C MPLETED ADDRESS OWNER TELEPHONE NO �' � � CONTRACTOR �� DESCRIPTION � �� " `�� 4� ❑ FOOTING ❑ DEMO-FI AL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �L ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � � j- r"_ � i; y ( ? O � � , _ � G__' ✓+�:;/L 1� �'6 ' �.;�'� � p � � `� . �G i W '_. ,� _ Q ;._. :� ��( i�>�1. � �� a , � �-/�l W �J�� - ��_G�(�G� � � W.�WORKSATISFACTOHIFPROCEED ❑ PROJECTCOMPLETE ��° ❑C6RRECT WORK d�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITMIN HOURS. ❑pHOTO TAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�� OwnerfContra on site: inspector: ,' . ` White Copydnspector's File Cenary CopylSke Notiee DATE TIME � CITY OF ORONO CALLED IN qr8PECT10N NOTICE sc►+Enu�en PERMR NO. 7�/7� ��.i T COMPLETED �/ � 8'3' auDREss l 7�r� �im.�,�I��GE �^<i� OWNER TELEPHONE NO. CONTRACTOR ��{�r��' � DESCRIPTION � �� 1y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGIFILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNERIFIREPLACE ❑COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIFiEMOVAL r ❑ DEMO-SITE EPTIC INSTALL ? OINqBIlCOlRRACTiOR TO Y _Y68_MO - � COMMENT� � 0 ' /� /�i� �"e� v�cvcv� � O / � l�s �!�°��' �/�° �K-�� d C'.�✓'P,� W � Q � W W 0C � , W WORKSATISFACTORY:PROCEED O PRWECfCOMPI.ErE � ❑ WORK d�PROCEED ❑ISSUE CER'TIFlCATE OF OCCUWINCY ❑�CTYMpi�C,CALL FOR REtNSPECTION TEMPORARY V BEFORE CGVERINO PEAMANENT OOORRECTUNS/1FECONDiTIONWITHIN HOURS• ❑p►�pTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER P08TED.CALL INSPECTOR O qTATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANtiE A(:CESS. caN�n�.��z4 no�h��os. (952) 249-4600 �: � YYhIM OoPl��s� Gmry Copyf811�NoUe�