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Home My WebLink About2000-P02965 - new septic PERMIT C�ITY OF ORONO "r.750 Kelley Parkway- PO Box 66 Permit Number: Po296s Crystal Bay, Minnesota 55323 Permit Type: sepcic (612) 249-4600 Date Issued: 9iiai2oo SITE ADDRESS: 25 Stubbs Bay Rd N MAPLE PLAIN,MN 55359 P ID: 32-118-23-34-0005 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: ELMER J.PETERSON COMPANY OWNER: R GRINLEY&K TUKUA 5921 DAGUE AVE SE 25 STUBBS BAY RD N DELANO,MN 55328 MAPLE PLAIN MN 55359 TI-IE UNDERSIGNID HEREBY REQUESTS PERNIISSION TO MAKE TI�REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCFS AND STATE OF MINNESOTA BUII,DING CODE REQUIREMENTS. ,��%r,u/ ISSLTE Y SIGNATURE Copies:City,Applicant,Assessor,Finance Page 1 � �� s CTTY OF ORONO SEPTTC SYSTEM PERIVIIT APPLICATION Box 66(2750 Kelley Parkway) Crystal Bay,1�1n 55323 JOB STTE ADDRESS � � �4 r�h s ��' b �-s �`a' ��. Occupancy Type: Residential l� Commercial Other Permit Type: New or Replacement System $100.00 ✓� Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's Name: 0��R :S ��c �' ^'P Phone Number: ��-g-�S3 �. Mailing Address: City:a r��° Zip: Contractor's Name: r�J �. 2 ��5� ��- Phone Number: �( �/-S 1 S(. Mailing Address: '�5 2 1 49�� u� City; Q{(a�o Zip: SS,3 2�, *** DO NOT MAIL PAYMENT`VITH THIS APPLICATION*** 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. 2. Permits will be issued only 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. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A Pre-installation site inspection to include inspector, installer,and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rou�h up but prior to sand placement(sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and comply with codes. 5. Individual holding vIPCAInsta.11ers License shall be present during all inspections. A 24-hour notice is required for all inspections. � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate boxes. �¢�— 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. �5'� 2. I will be installing the following: A. Tanks: �_Precast Concrete Other Manufacturer Pf c C�s'f Tank Capacities: 1) ooa al. 2) �oa o gal 3) /�a� gal B. Pump Sta.tion(if requued Pump make&model �� (attach pump curve& literature); system design requires 3 / gpm at ! � feet of head. High water alarm make&model An �,(o..r, . Outside electrical work to be completed by installer ) electrician other. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions �d ' x 4� ' Drop Boxes Sand bed dimensions�( ' x� Distribution Box Pressure Dist. Pipe Diam. �. " Manifold Pipe Diam. �. " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) � trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with ordinances of the City and the regulations of the State of Minnesota,and certifies that all statements made on this application are complete,true and conect. P{fi��se,� e.o. c� �,/� SignatureofApplicant ,� ' Date: r �"'7 ' � O MPCA License No. ,� 1 I Staff Revie�v: Ap oval Denial . Reviewer: Date: q— l�� flC7 ---r Reason for Denial: �—' ' � , SEPTIC SYSTEM APPROVAL , �� .�� II�s�EcmoR�s Co�r � � � � \� , T�,.. ,� C ITY of ORONO � �!C► Municipal Offices '�� ` ,t '- . G Street Address: MailinQ Ad�ress: ��`��C'EggO�'�� 2750 Kelley Parkway P.O. Boz 66 __-- Orono, MN 55356 Crystal Bay, MN 55323•0066 Owner r1�S � Vrt 0 Phone (Home) (Work) Address 25 N s q City rYlaple Pl�n;n� State 71�.1 ZipS�� Site Evaluator5-�' �S-�ir,c, State License # ��qy Phone# y��- �� 1! Type of Establishment: Single Family� Multi Family Commercial n,�� Garbage Disposal Yes No No. Potential Bedrooms � Est. Gallons Per Day �-/SU Water Meter Required: Yes No� Soil Sizing Factar . � Perc Rates P-1�$..S P-2� P-3 S, P-4 P-5 P- P-7 Restricting Layer Depth B-1� B-2q2,� B-3 ,��}"` B-4 B-5 B-6 Type of Treatment System: Standard�_ Experimental Alternative Pressurized Mound System x At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size I ODC� # of Tanks � Lift Tank Size� Pump Brand — GPM ��j Head j �� Treatment System: Minimum (10 zWl')t�y�x�Z�� Square Feet with�inches of rock below pipe Type of covering Fabric_�� Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.<� A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site exca�-ation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever. ACCEPTED_� DENIED By the City of Orono subject to existing regulations and thefollowingconditions: Vaniv+ntf: �an�Fd � Q /0� �Rc?� l�e�� rU `� /ine. E��isfi►? kS ust b� d ,��tf z 7�'�D�Oi� Sc 2" uvt er' Sl0 N� � o �k� By: -?-oc► Chris Pence, On-Site Systems Manager �� ,�s. �nnra�a��t� c�2�'65 ��- _ / -- oF�IS�i1tAL�A�Es�s�S1C�+t. � /`� � (`�Ss� � Telephone(612)249-4600 • Fax(612)249-4616 ��g� ��s�� t * �7-P TESTING� ��C. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#394 September 5, 2000 Dennis Krump 25 North Stubbs Bay Rd. Orono, Henn. Co., MN This site has an existing on-site sewage treatment system oonsisting of a cesspool & seepage pits and a small drainfield. The existing system is classified as failed under Minnesota Chapter 7080 rules. An addition is proposed for the existing house. This on-site sewage treatment system is designed for a Type 1, three bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. Approval wilt be needed from the City to be 10' from the North property line. This property line should be located prior to installation. The drainage pipe from the catch basin must be extended to outlet west of the mound. The pipe must be water tight and follow the north property line. The existing tanks will need to be abandoned, pumped and filled with soil. The new supply line will exit the house through the new addition. The existing supply line will need to be capped. The soils on this site are SCS soils mapped - LrC - lester loam. The seasonally saturated soils were located at 38" &42" (redox features). Due to the seasonally saturated soils, a Pressurized Mound System will need to be instatled to treat septic effluent. The bottom of the rock must be located at teast 3' above the saturated soils. 1 S The soils at a depth of 12" have a percolation rate of 18.5 mpi. A pumping chamber will need to be installed to !ift the effiuent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A waming device must be instafled with a light and sound device, this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep atl heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid &the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no probfem in treating septic effluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron fi�ters must be diverted out of the system. Garbage disposals are not recommended, due to adding more soiids &fine solids passing through to the system. Excessive amounts of soaps, anti-bacterial soaps, cleaning agents &chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump &clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. �y� �-�>,�_-___. Steven B. 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Note= This rystem is to be constructed to meet - Ihe Minnesoio Pollution Conirol Agency � Chapter 7080 & Local Ordinance S-PTEST�/NG/NC ' Note : Check all underground utilities �y9�d 1.�� / � ' / ' � Da�e .-1/_/, �N.6i2-497-3566 �g , J rj� '-� :1 `., , y It !0� x y y� 1=cLl�- R�p � ._ � � 1.�-' . �� - ' �s�- �� 3.0 -t F�i`��o z 3.�6� l,D�s��d -.�+ ��.� P�A�J V��.�/ �go SET- BACKS � _ �►� .i, O' � aa� HOUSE System must be� � : Tank �� from property lines >C- SP�-f�� c��"�S�� w�o-<�_, .� from welis r �o from bldgs. ' �IIY�"• - p„ Treotment orea =�from lakes, _� streams � Treatment area .�� from property lines NOTE�Power supply ond switches must be locaied in a M A�r�No�s •„�n ►,." l��from we!Is��o"`�' W�ther p roof encbsur2 outside the pumping chamber and manhole :� � cacrF�c� u� from bldgs. ;� � � ��.'from trees I� ,�� SOIL BORING ELEVATIONS . , �min. • ' � 3."dw.su I . � TH�I FL�_��D •, � _ grode `�%TH�2..�.-.2'�_ i Drop to Tank TonR � Tank 3� p(�ESSURE DISTRIBlJTION MOUND SYSTEM TH."3EL:�L•� I TH"4 E�. L�A-1'C'�- T'�€1?��'�v�,.v. Min. I"io 8� �p�mping 7N.`5 EL- Max,l"to4� '�_��P �'��-.1�GS Sl��A`.�oc� Chamber EL�`1/ATIOV ot PRO'OSED Pl1MPING 4�Io 6��dia.pipe CHAMBER- �►•�v� �� 6.� � u�� ►a-c �c�s-s>vv �s's"-r��-- 5�6 •y_- SYSTEM DESIGN -MOUNO �L.ou1 ��fa� �► �ti '' �8�� TYPE-z, � BEDROOM , Averoge percolation rate L min./inch (des'ign.83 sq.ft treatment areo per gol,of daily sewage flow) �PeoP��o �ti.o��..�. t-a��YC»� - �1�•`� i �gal./day x.83sq.ft�gol.�2 sq.ff.of ireatment area +10%_ �o sq.ft. (= IOft.width= 4� ff.lenqth of bed area+side slope run�to I x�height= �_ft.x�.ft,lawn•area needed)�4��. qean rock needed- » sq.ft.treatment orea x -L�depth of rock=��cu.ft:-27= �� cu.yds,(3/4��to 21/�'dia. ,includes 2��of rock above pipe) ��. sw�.�.o �o,�-(i.�- /• y � �� Clean sand fill below rock needed �� cu.yds. opprox. , sandy loam back fi�l�a.yds.apExox., topsoil 6��Cu.yd._F'�N1M'�?�� 'f0 R'v�_ `I g°Jo -�o -{oQsotL � � � G�.�q s -W�4sl�1�o - - �1_7�"�oo5�f1LL.�= lo" �1t-1_?�'l.�) — .._ _ .. _ ___ _ _ .. _ -- ---- Number of tanks required�_, Ist tonk�� gol. , 2ndtonk�� gal.minmims FWs P►-ImP►Nt� �H�'►mpER- " Pumping chamber capocity- 25% of daily sewage fbw of ��gal.= �� gal.+reserve storage of 15 0��1/B�_.�,�Q gal.+pipe back dra'inage— pRpPERTY Cr�o � of_� gol./IOOlin.ft.of a Ndio. supply pipe, lin.ft.needed 3S , � gol.+monifold ��gal./IOOlinft of�. '�dio.pipe,I'n.ft.needed � , �-- gol. .a5 O. S�Sa� : total capacity needed ��O gal.(plus area for pump) �S� �-r,,,n, /ovo 9a►I.caP. � � ��.t c , � Distribution pipe ��2�dia. , L2_lin.f k, �� pe forotbns.��a �_�dio. r p� ;_ Pump s¢e��hp. (pumpable capacity��gol. 4 cycles/day) J�S�o !I ' ►-�Efao PQ�ss ��5c�q'Q-u'� 3 � aa 1 J w„n— S-P TEST�N�'i /�C. Note� 4Vhen coru�rucl�ng bed � , ttus oreo shout0 be shoped Note� D�stonce irom t�eatmeN oreo to neighboring wells � Designed 9y� � �- -��`"" io divert run-off from entering treotment orea. V'�'�'"��'� 'tla 14"1--t lc�U► - i ' � Do�e��/S/C� , PH. 612-497-3566 , MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW �a�•�•es•w•a fl�+�+u�a.n«��, Estialated�5�2_.8Pd — gpd. "«°°r �'' �`y�'II �'p°m � or aleasured=x 1.5�_ C TANK LI UID VOLUN�S 4 eo'0o m zs'a „; B. SEP'!T Q a � �us m �- i do cz__—gallons k C. SOILS (refer to site evaluation) ,� . . i ' I '� � � � 1. Depth to restricting layer a��inches__feet �� ,,� ,�,�„ 2. Depth of percolation tests= ) � �nches �-- � �••�•� """" 3. Texhue L=,._Percolation rate 1�s ,�� mpi '�~ " �� !w A 1l00 !2!0 � 4. Land slope�% '.'"' �°°° '°°° '°°` D. R .D 1. Multlply flow rate by 0.83 to obtain required area of rock layer: A x 0�83 = �gpdx0.83sq. ft./gpd = 3�3sq. ft.i��=�+�o° Z. Select width of rock layer(max 10' if<120 mpi.nlax 5') _ _ft. 3. Length of rock layer=azea+width= , �- - � • „ '!i sq. ft+ �ft•_ `- ft. � � . i. ► , Width 10 . ft � <1.20mpi <10' �nS�--�-1—fr E. ROQC VOLUMfi >�20mpi <5' .1. Multiply rock area by rock depth to get cubic feet of rock;y,LQ_sq. ft. x,�' {�. _ � d CLI. �. 2. Divide cu. h.by 27 cu. ft/cu.yd. to get cubic yards; y�Q.,cu.ft. +27�.1�cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;,1�,cu. yd. x 1.4 ton/cu.yd. _�.tons. F. ABSO�Z�'ITON WIDTH tie.�a�wine�s��e�. 1. T�1 etioLn rate in top �iaches of soil is l�•s� mpi ��" ��, �� wa.a..a� ce.�.a.ea �20 �.00 0.1 a! tasd ISO 1.00 .2. Select allowable soil loadin rate from table; a�a s �.� o.eo �oo g 6»'�'0 !ie°�t,o.m`°"' oso ioo � gpd/ft� ' »»4s atk� o�o :.o �aeo c�.rt�e.. a�s za� 3. Calcv�late adsorption width ratio by dividing rocic layer s�e:;i�e:m�2o � o°`uso a:o00o loading,rate of 1.20 gpd/ft2;by allowable soil loading rate; 1.20::gpd/f�.+��gpd/�� a•e . 9�. � Multiply adsorptian width rdtio by�cock layer width to get � required.adsoiption width; •� x�ft=ae.� h G. DOWNSLOPE BERM WIDTH S'°p"�'} �, c°""1� 1. If landslope is 1% or more, subtract rock layer width from adsorption width '�` r ' .,+� 4' � ; C Rocic 1 �` " to obtain m;nimum downslope berm toe a�s�,ar a L.? ft-�_,ft=�2_feet a�sou �°�v 6.Topsoil 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at u��waa� Do��wia�n upslope edge of rock layer: w�� n�a�wd�, Separation 3' - � '+ ft= /. O feet � b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot)to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; ). 0 ft+ lft+ lft= 3.O feet c� ' . v . _ . c. Enter table with landslope and upslope berm �. :upsia�w�a�; � ratio. Select benn multiplier of �-o� ' �� - . �U . ...WIQLtI .pQ�p 4s�?P.YQ.i �� o.�aY�aA� :Upslope Width. ��,. d. Multiply berm multiplier by upslope mound , ' P� _4-.�•ay a� w,a�n �0 3�D a,�a; _� height to find upslope berm width: y� �o`°�a��'��,��:'��; • � ,�`� x '� ,0 =�-feet � :` r e. Multiply rock layer width by � � . ' landslo e to determine dro in elevation• �° ��o�vvacn a�= �' P P � At�so�aon wach%� J x � %= 100= . `� feet ; , .. , . f. Add depth of clean sand for slope .: ;' . .: . .``, � ., ;, difference (2e)at downslope edge,to ��'�� the mound height at the upslope edge of rock layer (2b) to find the downslope height; .o ft+�ft= 3.�d feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of �• �S� h. Multiply berm multiplier by downslope mound height to get downslope berm width: .-"�;�� x �.� _�_feet BERM SLOPE MULT'IPLIERS i. Compare the values of step G.1 �^ and Step G.2h a� �a nowxsi.orE UPSLOPE SI berm multlpliees tor fariau berm multlplias for rarfous Select the greater of the two values as the +o� ��a� �s�oa�� downslope berm width; ��_ feet j. Total mound width is the sum of • a• s� � � � a� s� • �:� : 0 3.0 4.0 5.0 6.0 '7.0 3.0 4.0 5.0 6.0 7.0 8.0 upslope berm (G.ZC�� t 3.09 4.17 5.26 6.38 7.53 2.9t 3.85 4.76 5.66 6.54 7.4t width plus rock layer width(D.2) 2 3.19 a.ss s.s6 e.ss s.ta Z.as s.�o a.sa 536 6.�a 6.90 plus downslope berm width(G.21�� 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 �_ft+1�ft+ a,'�. ft= �a I feet a s.at a.�6 b.zs �.s9 9.�� z.ba s.as a.i� a.sa s.a6 b.ob k. Total mound length is the sum of upslope 5 3.53 s.00 6.67 a.s� io.n 2.6i 3.33 a.00 a.6i s.i9 s.�i berm width(G.2d) plus rock layer length(D.3) 6 3.66 s.26 �.ia 9.38 iz.m 2.sa s.� 3.as a.ai 4.93 s.ai plus upslope berm width(G.ZCl�� 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 �� ft + y I �-F q ft= .�feet 8 3.95 �5:88� 8.33 11.54 15.91 2.42�. 3.03� 3.57 4.05 4.49 4.88 �- , �j � a_ �� . �f� 9 �.11 6.25 9.09 13.04 1892 236 2.94 3.45 3.90 4.30 4.65 10 4.29 6.67 10.00 15.00 2333 231 ?.86 3.33 3.75 4.12 4.44 Final Dimensions. �1 4.48 7.14 ll.il 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 l2 4.69 7.69 1250 21.43 43.�5 2.21 2.70 3.12 3.49 3.80 4.08 �,..} � � X � ^a, f/-i'.i�'i:: , . , , PUMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. M3XiII1uII1 Sugg2StECl 1S 4S�IIl Perfontlon Diachuges in GPM Pressure Distibution Head Perforation diameter � feet inches 3. a. Select number of perforated lateraLs 3 7 32 1/4 b. Select perforation spacing=�_fee� 1.Oa o.56� 0.�4 c. Subtract 2 ft.from the rock layer length. 1s o.69 0.90 2 it=�feet �.ob o.so i.o4 Rack Lyyer Iensth � d. Determute the number of spaces between perforations. a Use 1.0 foot single homes. Length perf.spacing=�ft.+�ft.=L spaces b Use 20 feet for anything eke. e. �spaces+1= 1 -! perfondons/lateral f. Multiply perforations per lateral by number of laterals to i�,��' get total number of perforahons.� x tis ie = 4 z perfomtions. $• ',�, x�m =�I gpm. SELECTED PUMP CAPACTTY,�_gpm B.Determine head requirements: 1. Elevation difference between pump and point of dischazge. _,�_feet 2. If pumping to a pressure distribuhon system,five feet for pressure ��=n� required at manifold if gravity s�stem,zero. ��b�`Q° -t!/ J feet r��►�b+s�, 3. Friction loss � a. Enter friction loss table with gpm and pipe diameter. �, ��,�� Read friction loss in feet per 100 feet from table(F-14). P'�` ..----- -- - F.L._�ft/100 ft of PiPe • ._.__. . . ,� l� b. Determine total pipe length from pump to dischazge � ------------------------------------ point Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). Equivalent pipe length-1.25 times pipe length= 3 S x 1.25=�feet Friction Loss in Plastic Pi e c. Calculate total friction loss by multiplying Nominal P friction loss in ft/100 h by equivalent pipe length. Total friction loss= /�S- x L!�_+lpp s�_feet pipe dia. 4. Total head required is the sum of elevation difference, �ON'�� 1.5" 2" 3" special head requirements,and total frichon loss. �� 20 2.47 0.73 0.11 S + � +.�_ 25 3.73 1.11 0.16 ' (1) (2) (3c) g,�5 6.6 206 0.0 TOTAL HEAD �feet � 8.91 264 0.39 45 11.07 3.28 0.48 50 13.46 3.99 0.58 55 4.76 0.70 C. Pump selection 6o s.bo o.sz b5 6.48 0.95 70 7.44 1.09 1. A pump must be selected to deliver at least 3� gpm (Step A)with at least �(_feet of total hea�i (Step B). , �7-P TESTING� ��C. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaet, MN 55376 • (612) 497-3566 FRX • (612) 497-5011 State License#394 LOGS OF SOIL BORINGS Dennis Krump 25 North Stubbs Bay Rd. Orono, Henn. Co., MN Borings completed on 8-28-00, with a hand bucket auger. BORING NUMBER 1- Etev.77.0 - MOTTLED SOIL AT 38"- no standing water present in boring. 0 - 26" Topsoil dark brown loam 10YR 3/2 26" - 38" Brown loam 10YR 4/3 38" - 50" Rusty brown loam 10YR 5/4 - mottles 6/8 50" - 60" Rusty brown clay loam 10YR 5/4 - mottles 7/1,6J8 � BORING NUMBER 2- EIev.79.0 - MOTTLED SOIL AT 42" - no standing water present in the boring. 0 - 30" Topsoil dark brown {oam 10YR 3/2 \ 30" - 42" Brown loam 10YR 5/4 42" - 60" Rusty brown clay loam 10YR 5/4 - mottles 6/8 �ORING NUMBER 3- Elev.76.7 - M4TTLED SOtL AT 38" - no standing water present in the boring. 0 - 20" Topsoil dark brown loam 10YR 4/2 20" - 38" Qark brown loam 10YR 3!1 38" - 48" Rusty dark brown loam 10YR 3/2 - mottles 6/8 CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testin�:Inc.on 8-29_00 starting at 1:55� Test hole location Krumn,ZS North Stubbs Bay Rd.,Orono Test hole number� Date test hole was prepared 8-28-00. Depth of hole bottom�inches. Diameter of hole¢.inches. SOIL.DATA FROM TEST AO .LE. DEPTH,INCHES SOIL TEXTURE 0 - 12" Tqpsoil dark brown loam Method of scratching sidewall is l�nife• Depth of gravel in bottom of hole is 2 inches- Date and hour of initial water filling 8-28-00, 10:30am. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�ntomatic si�hon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Perc�lation rate, Time Time interval min inches inches minutes r inch Remarks 1:45 refill 6 1:55 2:10 6 13/16 18.5 15 min 2:15 2:30 6 13h6 18.5 15 min 2:31 2:46 6 13h6 18.5 15 min Percolation rate=1$,�,minutes per inch. CERTI�IC�ATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on&29-00 starting at l:��m• Test hole location Krump,25 North Stubbs Bay Rd.,Orono Test hole number�. Date test hole was prepared 8-28-00. Depth of hole bottom�Z.inches. Diameter of hole�inches. SOII,DATA FROM TEST HOL.E DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is 1�i�g. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling &28-00, 10:30am. Depth of initial water filling is 12 iuches above the hole bottom. Method used to maixrta,in at least 12 inches of water depth in hole for at least 4 hours is�utomatic sinhon. Maximum water depth above hole bottom during test is C inches. Measurement, Drop in water ievel, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 1:45 refill 6 1:56 2:11 6 3-1l2 4.3 15 min 2:14 2:29 6 3-1/2 4.3 15 min 2:32 2:47 6 3-1/2 4.3 15 min Percolation rate=�minutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by. P Tes 'ng,in�on 8-29-00 starting at 1:57�m. Test hole location Krump,ZS North Stubbs Bay Rd,�Orono Test hole number�. Date test hole was prepared 8-28-00. Depth of hole bottom�y.inches. Diameter of hole C inches. �OIL DATA FROM TE�T A(fi.F DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is l�ife• Depth of gravel in bottom of hole is 2 inches. Date a.nd hour of initial water filling $-28-00, 10:30am. Depth of initial water filling is 1�i�.�above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic s' on. Maximum water depth above hole bottom during test is 6 inches. Measuremerrt, Drop in water levei, Percolation rate, Time Time interval,min inches inches minutes inch Remarks 1:45 re�ll 6 1:57 2:12 6 2-5/8 5.7 15 min 2:13 2:28 6 2-5/8 5.7 15 min 2:33 2:48 6 2-5/8 5.7 15 min Percolation rate=5'Lminutes per inch. PERFORQTEO �oaMY SAND CAP - � LAYER OF GEOTEXTIIE LATERALS FABRIC PERFORATEO 4A7E�RAl. ,�•`�••!ri.~;—��-�_` � " . GRA55 COVER 6 INCHES _ , ..•�.::h:---•,�. -i::'-, TOP�SOIL _ $ANOY lOAM SO ll. .� :' ' ` � �' , ''"�r' `f. _ "__ .- �"�i' , j �'n'�-?:•' CLEAN SAND FILL :�: ,.�i • �' �:�;• .. _ �, �i ��! •� {;�: MAXIMUM SI.OPE—� _ � i •h+ 3 10 I • LAYER OF GEOTEXTIIE ` : St` ' EAN•ROCK ta`_ FABRIC OR 4 INCHES OF ...;°':�:'' ' y,�y� � ' •� TOPso�� . '�is � z�iZ INGNES HAY COVEREO QY � l ! , j�• �'� � �SEDE 5 RFACE _ /•SLO BUILOING PAPEK '�••' ��}�i'/I � Z ' UBSOIL • - I�/ OR 2� .;�:�"' � �f% � .%/ �� CROSS SECTION A-A PIPE �ROM PUMP •��;;�;?' � �� i�i' � '� .��,'� ,i :;%' ,� f /� �� / P�PE FROM 3��_2�/ ■ i��' �, /••/ ,�� J�•' a PUMPING CHAMBER 9 �ti�J` � CLEAN f�OCK �:, ' � •'��/•'. � �� OIVERSION FOR . W � 6' TOPSOIL� '' f�• "=" �. 'J• SURFACE WATER _ , / � Y ' ,. .t �f.�• �./ `,� �I .— ..,..;;.� �+�' :� � . 1--�;--; —r, -.,.�-'::;� �"�` . � . 3 .�!� . � ; ; : �� '�' ..c ,. . 9 '• � .�.�' PERfORATEO : � I _� ;� "� r �� t;.,, MQx� I tATERALS � � i i' �� .��1 . �\t. � 2�N.7.• ., t./•��• . 1 1 � ' . • , ' �l• S�Op 74 •r�: ;.. �'}7�s:�!::x�� , � � , � �� : � EqN E _•...►::^-= ,��:';;�;,�:�; . i ' ; ' _ (�f� Flll SQD ' • �6��. ��,��'`i�?�.�``�•t BEO AREA. I � ; „� u ; S,��k� ,l. ' ..t• . � z eRokENQY�P .,��:..��-�.�',�::��. : � �---;1; i � :_ •.. ,.., � � � � i B NATv:i'-•r»-.;ti.�::_'•- A ; � w W • A aRRIFRRAI ...:%�:.r � , L; . w � � m . , x ; x �AYFR . — — I : _ ; � ; � — —' � . �,�� o ' o ' � INCNES� � �� INCHES — LAYOUT Of PERFORATEO PIPE IATERAlS FOF� - _ � � � t � . PRESSURE OISTRIBUTION IN MOUND - � ' • . L�— _ —'—I PERFORATE� PLASTIC PIPE _. 01KE��MA�T�D�KE � TOTAL WIDTH . �IVG � PERfORAT10N5 SPACED 36' ' AtION �� ON CENTER. p�/�FORATION �OR ( viEw OpE��Y ��":��u. j6" � � P�AN viEw ----- ---- • -- 2 MANIFOLD . EI� PERFORATION OF I1 PERFORATEO LATERAL�------ PIPE -- Grw�Gva PERFORATIONS ON BOTTOM OF � ` � PLASTIC PIPE ,� � T�M �,� i = 90 a �' �-.�_ , � � {yy �� r-- .• ... 3 r�'-�� , ,�::j:`•.. .•.� r.inch�r ef C.�otn�U�Fobrk(a/w- � t�onhr S�N laliM Mw N�w w arw cw«�d 'S(ALTERNATE LOCATION ' ;:wim n�Y,yqw) OF PIPE FiiOM PUMP) Pula lion OrilleJ Hwlaontally ` • �b1e P !Nw Top . , END CA,P yo, � • s�. �. —� �.a.� �Z•�e Ea,. �RA� F.°.,F Na�ck�, . =� N Rock Lcr.r // D �Af ;;, .:: ..�. . � . �eo ia:��a.a oi �� p ERF�R p f E P U M P N G C M A M B E q • �+� t l�an s a n a 1.o�nr \ �fN�fN � 'ayn.� sou r.ov«iCs�uNa ` / B�la�Plxlne SenA ewr y �• R • r ` 1 F-R ��. REDWOOD, CEDq� OR WATER TIGNT 8� I.00KABI.E ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PlUGS OR ELECTRIC CONNECTIONS--�— /'"ALL ELECTRIC CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 � INSIDE BOX MANHOLE COVER CHAINED a LOCKED 6�SP-� SETT�EMNTER CORD FOR SEALED MANNOLE RINGS .FINAL GRADE �' � AT LEAST 12' ' �� BELOW GRA�E WIRE FROM POYVER SUPPLY - � PIPE IS �AID ON A UNIFORM SLOPE FROM � /�� . FOR PROPER NDRAINBACK IL TREATMENT MEA SEALEO TANK COVER �–IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST DE USEO WITH ANCHOR—� — HrEEP HOIE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUtT NOTES� ELECTRICAL WIRE FROM POWER SUPPLY . S�RT �VEL 9_— � _ MUST NOT RUN OVER ANY TANKS BUT r ' MUST BE LAID BESIOE OTIIER TANKS 3� l `� AND MUST BE PLACED IN CONDUIT ALONG POST _ SHUT=O,�F�,E��Q_ _ __ _ _ ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAr CONTACT. �� : Figure F-8 . METAL COVER �.. _.�;, .� _�`. •� � �'. k 'l . .:, '� ;, f ' ' 19 ' .v:,- ' '.Y. � i •�_>• t: I . I > x, � I A I � � � I .�ie_r_:-_:�_:,._ J,; — � CONCRETE �.,+�' MANHOLE RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figure C-14 �Cn2 , 5 pDATE TIME CITYOFORONO CALLEDIN ` '��T�O �- ��'�'— INSPECTION TICE SCHEDULED 9 -�� "Ga 9= ad-�-- PERMITNO. �2� b� COMPLETED �—<�'�--� ��C��. ADDRESS ,g7� R� Jtu/,3/�S �jf}S/ �ni �i r OWNER�'�(�lA 'l� CONT� ��f��C� C�, TELEPHONE NO. �� DESCRIPTION '�� c ) C�� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SfTE 27 SEPTIC�2lfl 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � . W � o _ �► �Jn� Ole � � � � �fP� ��M -�Sf cc�" ��ck�1�� r✓l�oc'�fi�I�C'' w � Q � z W � W � � d �ORKSATISFACTORY:PROCEED C PROJECTCOMPLETE W � Cl RRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. _, pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for t e next i s ction 24 hours in advance. 249-46�0 OwnerlContr t n si : Inspector. White Copyllnspector's File Canary CopylSite Notice �ry DATE TIME CITYOFORONO CALLEDIN `��`eJ 3idC� INSPECTION OTICE SCHEDULED p'�9 '� �2�a4 PERMITNO. �(�2q(o.� COMPLETED I��g��v �Z'� ADDRESS 25 5��.5 Q'�� , OWNER I�%uw�l' CONTR. �—�P� TELEPHONE NO. �/ � DESCRIPTION 1 �k3 l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WO00 BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE AINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � � .j-- /oo(� q�Ilorl �H�PtiI��✓� ��.,�.57- �`�cr�Fe � y�� J O '' � f�!I 5�-t� Yc� (� � o-�' h o u�i.c�� + � � 2 " 5� (� �t �Yu�'�I pL�lr�p �r+�� vl'JCv�r�d � w � Q � � ' �4 i,��C�S .3 �'i� �Ll t�vtt d� ^ z W � W � j d �WORK SATISFACTORY:PROCEED f PROJECT COMPLETE W � CJ CORRECT WORK 8 PROCEED 1 . ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call fo he ne spection 24 hours in advance. 249-4600 OwnerlContr ct on ' Inspector. `�� -�� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �� u �� INSPECTION TICE SCHEDULED -( - 00 3; �O PERMIT NO. �� -5 COMPLETED �l-I�4-�O� �� ADDRESS zS S�G��.� �'4� �d � �' OWNER lCf uWilQ CONTR. t=�P Cv� TELEPHONENO. �� ' ��J� � DESCRIPTION �BGk�O� ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 S AU�L� 21 COMP�,41NT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � �� `x�(' R�.(3 o '-l1 +x ?Z' S�4-r��c�4- � 2 '' �►1►�v�`I �(� �n� ��'`J ° Z' � �-f��e�ls. ��', �3� o� � � � f�4-la Y i c_ �� Q z � �� I�s-f �G� � W � � � ,��1t �r►5��c�io� 9�f9-� iz ;do -� � d �WORK SATISFACTORY:PROCEED � PROJECT COMPLETE W � l�CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN INSPECTOR WILL REfURN C' CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C; INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Cali fo he ne inspection 24 hours in advance. 249-46�0 OwnerlContr c r on ' e: Inspector. White Copyllnspectar's File Canary CopylSite Notice