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Home My WebLink About1996-007924 - new septic system PE�RMIT CJ�'Y OF ORONO PERMIT TYPE: ` 2750!Kelley Parkway- P.� Box 66 '=:EWE:� ?� �1�=?TE� Crystal Bay, Minnesota 5 323 Permit Number: ��J i,,�#,� (612)473-7357 � Date Issued: ��+�,_,�,MJ�; SITE ADDRESS: :��«_:� �t�I t�I�Y �;D �F� �' . � . �`�i. � t:�q,-1 �,---._;-�.::;—t:�t_��.=; DESCRIPTION: �:_:►"•:Wt�_i' tt �s-?�•�1" ��t'�ti�it• TYF''= �'�I�� `��.� �=�Y�� `_+�WN1' Lt 41ei�•*�'T' ��=�1'E` �YfiE� �ti�:,��f}�I�':� R i � r � � I REMARKS: ' , i � FEE SUMMARY: ��ct�k: ��'►."' ��,i_)t_l , t_)t3 '._�},,,�t•rE-I�tl''��' —....--.__ _.�.:..�'�.} T�_�t•�? F�c �1t_�� . ��r i � � CONTRACTOR: — �;��=1 i w��+. — OWNER: �'�1T��i�' E='rii�r��H��'=: ��.�'=�'7��`��:� ��T��::��tir�Ca °=��a=iTT �:�:::,�►_t�_� �t,��N A��E f� �.�t�,;�c� �ia l h��' �;�j Ri��== t�li� �.5=,7�i. �ihE it�ii� ttt�� ,�:;��. t;�;.�.'_':? �,_"_;-7:�t°�:=; �.�_=t—!1}.1 C� Tt-�� ?J�t��:��i�:'��a.{,�i��.�l �-I�FiE�Y �i�i�.,�.��_:T':� F'��'�•i�:=,°::,.T��!t�� T�=� t�r�;��::� T�-i� �'��r�i_ �t°;�'�;E�E�d'�i�ii:_t��'�''=_ �=:��k�:::1.�T��i �=t�iff �.:i�F��:E::; �'i�i i�t�; �L_�.. �?��i��::: ?'i�=� �:i�;��i::�i� i:i�t��;�°�T F�rt�1+.=:E �:_?i= i=�=.;_.:_ C;I T`: ��;= L +��i;��?'��i�� 4i�I P�iAhlt=:�'�: r=�NV ��T�TE 4_#E" i•i :t��i�!�°�;3;T;: �;t;I LD I#�!�.� �_�s±1f� ht��i_ �.F .�-;�i?::��;�3`c . � �....---- ✓ APPLICANT PERMIfiEE SIGNATURE ISSUED BY:SIGNATURE �� f .. � -� � �� CITY OF ORONO SEPTTC SYSTEM PERi�IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, I��1 5�323 � ��_= �� JOB STI'E ADDRESS: �Z�v�S `�' Occupancy Type: Residential �_ Commercial Other Permit Type: New or Replacement System, $100.00 _�._ Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.�0 State surcnarge addeu iu a}��:�� f�e� *See fee schedule for non-residential permit fees , �J;c �1:,,,,,;,y,..� PhoneNumber: �7_� ��f/v Owner s Name: ��o�-►-Su �� :� ��;�� Nlailing Address: '� ' K�%�� <«' City:(,t.�.�z�+ �� Contractor's Name• � �-%,+.v.�� Rd S PhoneNumber: �t Z Y - �3�i3 .�- Cit n�C,.��-.:.s 7ap: S_s_; 7 Mailing Address: Z"�'z�o (cy T�` ��,, ,�. y: DO NO'T nZAII� PAYMENT WITH THIS APPLICATION GENER�L INSTRUCTIONS l. 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 City of Orono Septic System Installers License. J e i� .,u;,r�� miiSt }1P [�OR� ;n a�cordanc•e with the approved septic system desiQn. Desi�n reports are not considered approved unless accompanied by the "City af t)rono Septic System Approval" cover sheet si�ned by the City Inspector. 4, The followin� 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 rough-up but prior to sand placement (sand will be jar tested for silt content), and a�ain during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are iunctional and comply with codes. 5, Individual holding MPCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. � , ,, . � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. l. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. v 2. I will be installin� the following: r A. Tanks: Precast Concrete Other Manufacturer L�� S Tank Capacities: 1) ��c-c� gal• 2) ��;o<; gal. 3)/�c-�> gal. B. Pump Station (if required) , Pump make & model //�ily��s �/y'�' `�t (attach pump curve & t`r`� r � / � + Q m at 'Z c.% feet of head. l� A � irPl• cvctPm desiQn requ' es "r(�. �U Hiah �rater alarm make & model ,��{/a�� .,�,�-.i�%"� • Outside electrical work to be completed by installer �electrician other Inside electrical work must be completed by electrician. C. Treatment System: ` / Trenches: s.f. v Mound Depth of rock below pipe " Rock bed dimensions �'x 5_�' Drop Boxes Sand bed d'unensions �'x�' Distribution Box Pressure Dist. Pipe Diam. '� " Maniford 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 the ordinances of the City and the re�ulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: /�_--�� % � �" Date: y �t' j� �� MPCA Certification No.: �j� � 5�� Staff Review: Appr Denial Reviewer: SL� c/ Date: �� Reason for Denial: PARtS ' ��` , � � �Na Part Descrlpfion � "� 1 Impelier �:;;_�: � 2 Casing =:�� .��': 3 Mechanical Seal � �� ' ; i ': 4 � Shaft 5 `�:: . � 6 5 Motar : 4 � � Bearings, `:` : ' 6 Upper and Lo»•er 8 � 3 i 7 Po►ver Cable ; ' 8 I 0-Ring t _. __.. �' ; ; 2—fl�"' � � Rf�tAAANQE iGTIM6S(pauons pe minute> MODELS ! wEab�iN vr�o6��NN Se�fas HP Voltr Phase Maz.Amp. RPM Solids Wt.(Ibs.) eries � WE0512N WEB71 H WfiQ12M WEt612N WEOS1211N WE1512XH yy�� 15 g4 N0. WE0311L YYEOJII WEQ;f�82H WE0T9 FI WE10S2N WE1532H WE/392fjN WE1592HH �03�2� � 4� WE0312t WE93t2 WE03D4N WE WEt0.1{N YVE1S3{H WE0534HX WE159�HN HP %s '/� Ya '/< 1 1'h �� WE0311M �'� 115 9.4 1750 56 RPot 1750 1750 3500 35� 3500 3500 350Q 350Q �1zM 230 � 4.7 5 100 10 . 80 90 106 — 60 — 1NE0511H 115 13A 10 80 65 � 6 87 i 102 112 56 84 ��t2H 230 6.5 i 15 60 57 : 72 84 100 t08 53 I 82 ��32H 2O8230 3.4 20 45 65 79 95 t 05 8 : 77 ��H � 3 1.7 5 2 5 74 � 91 1 5 75 " ��'11 •z 1 t5 13A � 30 50 $7 85 96 40 72 1 H 23Q � 6.5 35 40 61 , 79 92 35 ' 7p ��HH 2O9+230 3 3 40 26 S2 72 86 3Q 67 WE0534HH 460 3 165 �/a" 45 10 43 64 80 25 64 WE0712H 23U 1 10.0 50 30 54 73 �g gp WE0732H :� 208i230 3 5A 3500 55 � 17 ' 42 65 12 � 58 �0734H 460 2.7 70 60 6 30 54 3 ' S4 �1��ZH 230 1 tp.g 65 16 40 51 1032H ? 208/230 7.p 5 2 47 WEt034H 460 3 3.5 75 14 43 �1512H 230 � 15.0 gp 4 ,�� WE1532H 2O8J230 92 g� 33 WE1534H 46Q 3 4.6 100 24 WE1512MH ��' 23Q 1 15.0 � I 110 � 4 � �5 WEt532tiH 2O8/230 9.2 { 120 5 WE1534HH 460 3 4.6 � DIMENSIOMS � s FeEr � � �, . . (All dimensicns are in inches.Do not use for construction purposes.) � ' - MODEL 3885 � ; ,xo _ ., . ; � ---.... . � � r . ; SIZE'/:Solids ; ��0 WE'aHH .. . _. . . .._. . .. .. �Z�h� .. ---� .... ; � • ~ � 5�/, -+ i I ,Q� _. . . ... . _.. . _ .:_. � { �' ' ' • "RaTAT10N ' ` 90 . . SC�M ' � I I D• � • . � • I � ... ' , $.� � , .: ., � 80 i 5Fi .._� 5— . ; : � � 78 . , , ' I ' 3'/, � G_ . : . � • _ ' ; _. s•. --�- KICKBACK �., . ! �. _ D"h.'f�.'/.and 1 HP a 15" L so N1E0�r� ' ; - - i� � - except for modei WEQ7t2H and WE1012H=18":1'�HP=18' 5� EfFLUENT EJECTOR SYSTEM . . __ .. ..._ ..... . _.._�. _ _ _�. ._._... : ,o , , 30 � , , ' E8luentejcctorsystam : .� Packapelncludes: �- -- .. ._ . _._.. . oners ease of order�ng =`� ''�J' � Submersibte EHluert Pump, � . ; 1NE0311L,12LorWE0311M, Zo , � and installation.A single -v. �zM.WE05�1HH.12HH . .;. .... . . _ ......_ . : ._. �_ orderinq number speciliec _ � ry I rol Switcn � a com lete s stem desi ned , � ercu Leve Corrc , :...: . _. :. P Y 9 _ A2-5(115 V1.A2-6(230 V} I '� for mos,residential and �f� Basin A7-1801S �_ � ; commerCidi SumD and , ,c0�q I� Bas�n Cover 43-1822 o �u 20 � 3o ac so' eo �0 8C 90 t00GPM ettluentoumpapplications. ' � �(� CheckValveA9-2P Order Na.:SWE0311 L.SWE4312t. � t0 � 20 T.3�h SYVE0311M,SWE0312M, Cn?AC��rv SWE0511HM,SWE0512HH. 9 .....•••...............••-• •`- •...__........_ .}. ...._..-••••......................-•••••......................•-•-••..._...............-•••-•..._.. � I � ; . � iM E4 � ' • q Series �/10 P Effluent and rain Water Pum s .. e . p � rfo�mance Curve �. . E ' I I " � 1�10f�EL ME40 EFFLt�NT f�p r�� CAPACITY LITERS PER MINUTE ; � , 50 100 ; 150 200 25Q 300 350 � � 40 . ! I 12 � 35 , 10 N 30 1 � 25 8 Z ... � 20 ' 6 � � � 15 � � � 4 F- � �� ; O 5 . Z 0 � .. �.. � O ,' 10 20 30 4� 50 60 70 60 90 l00 .: *. . , CAPACITY OALLONS PER MINU7E 1�� i� '..t�' � I i:•'•'r�-: � .�:. • F.�. Myers,A Pentelr Company-1101 Myero parkway,Ashland,Ohio 4�605-1923 419/289-1144 FAX 419/289-6658 Telex 98-7443 .�`.. K�� Printecf in U.S.A. .� I i i ' � _�_ --. � � . '�!' . �'/ o s� '�� ""+r: SEPTIC SYSTE I APPROOVAL , . / � �\ � ;� �' �� -4,�� '}�^ - / . �'� . � .�y � . T � ;*� ` , ;a�� , �� F�'� � I ��.„�, > x�� y� �' Ci��Y O� �� ,� ��-:�, � � �'.. � �,�S,f a�S �'.,,��' , Municipal OfFices �._. . �. � � ��s y��n 2�%'�'i� Post OfTice Box 66 ; �� l�!•��1,� ti,� Crysta�gay,Minnesota 553Z3--0066 : \`9kE��g'��/ `;� SK r LOCATION: 2685 Rair:ey Rd. `,� �r� :. Sue Vickermar. O`�/NER: GENERAL CON'TRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: s-P Testinq j�pQRT DATE: �ay 16, 1995 "—' Approved May 2 6, 19 9 5 � The City of Orono has your on-site system design as of ��' (approved-disapproved) (date) , � with [he follo�ving corrunents: '..� r THIS IS NOT A PERMIT. This is a design approval form which must accompany the site pian. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of tl:�e Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRA ��-D AREAS MUST BE FENCED OFF prior to buiiding site excavation and fencing must r�main �- : in place unti final site grading. ApQroval to pour footings will not be granted until�tlle Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, tnicks, earth moving equipment, etc.) is allowed within 2�' of tested drainfield sites either before or after system construction. Compaction of these areas could rende:them unusable pro�ibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. R , CITY OF RONO �� -- � - . �R:,I . BY , - "� ",` Stephen W c an, On-site Systems Manager , � : � T'ELEPI IONE-473-7357• FAX-473-0510 - � . . _._..._1 . �� S—P � EST1'ING, INC. Ste�en B. Schirmers — MPCA Cert. Na. 627 ` ` ' 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 May 16, 1995 Sue Vi kerman 26�5 R�iney Rd� Orono, iHenn. C . , MN � � This 0�-Site S wage Treatment System is Designed for a Type 1, four bedroo home D signed in accordance with the Minnesota Pollution Contro� Agency Chapter 7080 and local ordinances . The soils on tlhis site are a clay loam. A seasonally high water table �vas located at 12" to 24" , (mottled soil ) . Due to the seasondlly hig� water table, a Pressurized Mourid System will need to be installed for adequate treatment of septic effluent. This site has �n exsting trench system which is less than 3 ' from the se3�sonally high water table & the bottom of the system. A boring ; into th� system indicated the system is also hydraulically overlo�ded. T�e system is Non-Conforming. The so�ls at a� depth of 12" have a percolation rate averaging 12. 2 min/inch. ; A pumping cham�er will need to be installed to lift the effluent to the treatme�t area. The manifold and supply line pipe must have back drainage to the pumping chambeX. 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 �urned over, just break up the sbd, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure;. All neighborinig wells are located greater than 100 ' away from the propos�d treatment area. 1 � � CONT' D ; � . �� ' ;, 2685 Rainey Rd. Orono (2) i � � The ex sting t nks may be u5ed upon approvaly by the local Inspec�or. Th tanks must be water tight. � Keep alil heavy equipment ofE of the proposed treatment area before and aftler const uction. The treatment area should be marked off before iconstruc�ion. This Design is not valid & the system will need to� be relo�ated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper ins�allation and maintenance, this system should have no problem' in treating septic effluent effectively. Nothing other t�an gray water (laundry, showers, etc. ) human waste & toilet tissue should be disposed into the septic tanks. Garbage disposals are n�t recommended. Excessive amounts of soaps, cleaning agents & chlorir�e agents may kill the bacteria needed to treat septic effluent Additives are not recommended. Recommend to pump & clean your tar�k through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks. I �s��- r � Steven B. Schirmers SBS/ds I �D � . - � \ ; / ; �1L�Q �w 1-1'�1�CV�l '�J�S'N1'G+-� aTr� ` � �Ab� � �� 4'��- 'LT��ogf � �� ,T __—. , p� � �Z - ! I I �� !-a�Y-+�G..�Clo�l — _--- -_— �21�� "' � �`.�: ` ` / ��, �, �31� a , � _ - .� ; �� /L3 ��`��,,� .�J.. � ' �� _--- � �.�4;-� /--_ " � �9,� � `��i�� _ ' � .�,��sa � � ; � ` �� h� �� '� ,;. ,-; '�.� �' � � -�..- � �� r i PI�-r �'�-�l��.s y�� w, i, T�M: To� o,= c��c��r� �:;scMt�r }' ��` f��,1 �+ io„�� vw I J �' �Vc�.'.� / . ..." I . L/}i5 HT (3ASL'ML-"Nf 3�: � ;n7 S''c'�. L' ��/\ %p y�� Cov� ?'� '�ap.. FiooS, � •c ` • ._..�- ,t � r• '� , � J ' �9 � m � � '� �. y ^� `, Lr-l�o.�v _ � � . � � � �Y ��i w� .� �� .. �: O � � � � . _ � , ^ 4� ,t�' _ "' � � i � � � ,• T � � � �� SD n '� \E�(1ST�N6 __ �V � \ f,,.�, T' : � .� O O � � 6 Perco!a.,on es.s Sca e= — , � 1 HOuSG ' ,� n / . _ :n �7 (�Tl G�} � XSQI� 80(1(19$ r �',� ` ' I i' ? p � U � �,B e n c h M O t k � t ,i� � i' L.4cti1 �= '� < � D ` \ � � , •'-, � � (f� 3Y �� ' � o = � � Note= This system is to be construc�ed to meet , . Lx�mu� �� 'i. I \ �� TAN 1z ,',, ', ��5 s4 ,; ", d ' o � the Mirnesola Poi�u!icn Con'ra Q.,enCy �____ ;; r,,, P , x � � � � Cha pter 7080 & Local Ordinance En�sr�u� \ F��,� : y, Q � w�LL .�� a �;�� '`� � .. � ; � r�y � _, � - e � c� _,� A�eo�u. - :. rn �i v j Sj��,,,� I �'� ,; ; � o m � � Check al l underground utilities j � s$ � ° �� czn � ,,. _� � S.� �L•. � j _ %� ? � N � PR^vPERTY CF� Su� J��ti�t�A-� _ � � ,- � ,� v: `� hw --� .�. i' Q7 O � � a l0 4� 5 �R 1)--l'�G� '��. _; ==� � � -.{ � ,r �, ry "'� .,�J n�O}�l7 �� • ��i�}�� CL7 . %9 I � ��y � �� s � � , S-P TESTINnG/NC Desigr�d By: rto.+ l.�S. l7 � Cate��./L�� PH.6�2 -497-3566 . i � -553�- "' ? y: 1 ss - � 1 J i-S S gD�Y- 'Bf-O � — �--, � � . S � r - `�' S/ a•,' 4.0 �o oF_SR►,10 4.3� , - f\�-�- 01 a.g .0�SYF�O /00,9 �LA� V�'�uJ 3`�a SET- BACKS 1� ` o' a / HOUSE System must be� Tank �� from property lines - S�'��d'� �'��"" W��` . �,,�L�,� Sr�w,��.-�t� ,�.� from wel!s � ; 3s2 from b'dgs. -��,;,; Trealment orea =�fran lakes , ?� �s#�e s��. NOTE� Power supply and switches must be located in a Treatment area 3.2 from property lines w�ther proof encbsure outside the pumping chamber and manhole MaN►�o�.Es m:�» ►T' ��from we!Is . :; _. a��rF'�`- ��from bidgs. �'I � io ' from trees � SOIL BORING ELEVATIONS �i i , - �- , , , i � � � w�-��—o•�-f t�min. - TH. I EL.- )oo.o a „da.su I o TH.�2 El..-1Qo.9 Tank � ' grode 3 /o „ Tank " �0 � TH. 3 EL.-1�� Droo to Tank PRESSURE DISTRIBUTION MOUND SYSTEM �-N"� �L- Min. I��io 8� �Pumping TH`5 EL.- Max.l��104� � ��P 't�R�-1�-5 S`��R�.�.-oc�J Chamber ELEVATION ot PROPOSED PUMPING ,� ,� CNAMBER- ��. v� ,-Y�w,� -,�.� 4 fo 6 dia.pipe �,-�,,�.,b �.� � s - - ' -s�auw - �5•f SYSTEM DESIGN -MOUND � '��4 �� - 9� -�r t�9-e..+r,.o a-r aa,,o -rA-�-�X--9 g..f TYPE-�, �. BEDf�00M , Ave�age percolation rote �_�tnin./inch (design.83sq.ft treatment area pergal, of daily sewage flow) -ro� o� �� - q�s•3 . ��o gal./day x.83sq.ft�ga1. '-1��sq.ff.of treatment area +10% = 5`�2 sq.ft. (.= IOft.width= s-� ft.length of bed area+side slope run�to I x 43 height= �_ft.x��ft.lawn•area needed) Clean rock needed- Sy� sq.ft,treatment orea x -��depth of rock=�_cu.ft=27=a Lcu.yds.(3/4�to 2 I/��dia. ,includes 2�of rock above pipe) �� A�� Cleansand fili below rock needed aLQ.cu.yds. approx. , sondyloom backfili a�'a.yds.opprox., topsoil 6 2�cu.yd. Q`J� SA�o o�� -� • �.JYaStkG10 ��EL�Mt��—►1�_CO__AO�__�O°7o -'C�"S'�Q501L FOF_1FKrc-tsJLA� SI.oP� L�Yc) Number of ionks required a, Ist tonk o0 0 901. , 2nd tonk oo gal.minm�ms Pt.0 s P�-1 m P��u �- �m pE R- . . Pumping chamber capacity- 25% of daily sewage flow of ��Q,gal.=1��gal.+reserve storoge of 15 0�z�l./Bl� �� gal.+pipe bock dro'vioge— PROPERTY OF- �il J L �� of�_gol./IOOlin.ft.of� dia. supply pipe, lin.ft.needed�_, 1�gal.+ manrfold �`�gal./IOOlinftof� dia.pipe, l�.ftneeded� , Z gal. � � � total capacity needed 2v�.gal.(plus area for pump) us� mi�n. /o�o o ga 1.cap. � o , Distribution pipe �1��dia. , �lin.ft., ��dia. perforatbns��aparf � Pump s¢e ��_hp. (pumpoble capacity 1l�_goi. 4 cycies/doy) J �c�o a O ' H�f�o PQ.Ess �4�sa�.1�U� �l O aa11 rY,�n. $-P 7'ESI'�N(� .nlC Note � When construc�ing bed -- , this oreo shou►d be shoped Note� Distance irom treahnent oreo to neighboring v+etls— Designed By� �- � � to divert run-off from entering treatment area. ' ��`'�� PN, 612-497-3566 � , . Dotc �,�/L�2� , � , • , ` ; � . F-17 � • p�JMP SELECTION PROCEDURE � F!D PERFORATION OF G PERFOR4TEp LaTEn'el A. Determine p p capacity: c.a.v.., Gravity Distribu�ion T,a,,,, '"� 1. Minimum 5uggested is 600 gallons per hour(]0 gpm)to stay ahead of _ • - � /�La,.,al c«»n.4 FaO.�c lor,u,- .�' lsan7 SYW laM� / YrA 1s�H bf w nro.cwwW water use nate. - - /,' Nr��y ryy�papu) 2. Maximum�uggested for delivery to a drop box of a home system is 2,700 ._ . �"��»a��=��a N»�,..e, .� gallons per hour(45 gpm)to pre�ent build-up of pressure in drop box. ��,•��a �-o R«��,«°`°°' � w+..ai.�.�u�.�«o� PresSure Distibu on c�..�s4,a�„� �"�^°'U�..�, 3.a. Select num r of perforated laterals 3 b. Select perf tion spacing=�_feet ��py��P��a��f� B�Ir� c. Sub!traj�2 f from the rock layer length. ��-'2 ft._�_feet d. Det rnune�he number of spaces between perforations. Length'� perf.spacing=,�ft.+ 3 ft._�spaces Required Perforation Lhsch e e. �spaces i+ 1 =��perforations/lateral �+S�o�P��T+��e�� f. Muldply pej�foradons per lateral by number of laterals to ��8e � m� , get total nu�ber of perforations. �;� x �,=��Q,,_ �_perforations. x�a �Z � s°"�w+ g• � X '��„`P„}_ `--�-�SPa'• 1.Oa 0.56 0.74 SE�.EC'TED PUMP CAPACITY 4 0 gpm 2.�b �.8� 1.�4 B.Determine head ilequirements: a. Use for single family homes 1. Elevation di�ference between pump and point of discharge. b.Use for all other applications �_feet 2. If pumping tp a pressure distriburion system,five feet for pressure required at r�anifold if gravity system,zero. � S� feet 3. Friction loss'' a. Enter friction loss table with gpm and pipe diameter. � Pipe Lrngch Read friction loss in feet per 100 feet from table. ` Point of Discharge F.L._�_ft./100 ft of pipe io y b. Deterrnine total pipe length from pump to discharge Ele�adon Difference� point. Add�percent to pipe length for fitting �p� � loss,or use a fitting loss chart. Equivalent pipe P length-1.�5 times pipe length= � �1 U x 1.25 = 1 1� feet F-18b c. Calculate otal friction loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y p r s �m friaim los�per]00 R of pipe friction lo9s in ft/100 h by equivalent pipe length. Tota l f r ic tion ss= �. � x l 1� +100= fee t 10 0.69 0.20 � --��-- -�- 12 0.96 0.28 4. Total head rec�uired is the sum of elevation difference, la 1.28 038 specia l hea d nequirements,an d tota l friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 � 1'�. + s + 3 25 3.73 1.11 O.l 6 ! (1) (2) (3�) 30 5.23 1.55 0.23 35 7.90 2.a6 0.?0 40 11.07 2.64 0.39 TO?AL HEAD a� feet 45 14.73 3.28 0.48 50 3.99 0.58 G Pump selectiom bo s.bo o.s2 1. A pump must be selected to deliver at least �� gg�m (Step A)with at least a D feet of total head(Step B). • � � OUND DESIGN W�RKSHEET � ' (For Flows up to 1200 gpd) A. FLOW Estimue+d Sewage f7ow in Gallons pa Day(gpdj Estimated gpd � or rrleasured x 1.5 = -- gpd. s�a� �`' '�`'t 'y�`»I �`'v _ 2 300 2?S 180 6at D 3 450 30U 218 � i7. SEI�'ITC T . LIQUID VOLIJMES � a � 375 � r�m a;�oo c7 ,Sallons s �so .so i� �. 6 90o su 332 � 7 1050 600 370 °'�' mt.�. 8 1200 675 406 C. SOII.S(refer tq site evaluation) N,�� ►�. ,� ,� ,� o� �� .,�. 1. Depth to r�stricting layer= ta -�o a y inches �,� �.,,, ,;�,, 2 Depth of pereolation tests = , )a'' inches `'"' `'"'�`' 3. Percolado rate �a ,a mpi 23 a'4` ,'o�oo i;s o 4. Land slo 3 % ;Q 8 � � ova 9 See fq.C-6 (z 1.� i i � D. RO�K LAYER DIlvIEIVSIONS 1. Multiply flpw rate by 0.83 to obtain required area of rock layer:A x 0.83 = � �oo . gpd x 0.83 sq.ft./gpd = y 9� sq. ft.�ro�o su�' � 2 Select width of rock layer(10 feet or less) = 1 o ft. 3. Length of rpck layer=area s width= Rock Bed �_sq. ft.i ��o, ft. _�,5,_ft. ti. .ti,.ti,•,,•.•ti.,•,•,•,...,.. 1•!•�N•�•�•t•t•r•�•t•�•�•r•!•1• � h.�.ti.ti.ti.ti.�.ti.ti.t•tK•ti•M 1 M�ti tiJ{:�:ti:ti:tijti.f{fti:ti�y:yf�yfy�yfti�ti �dth 510 ft. � tirtftiil:tii�?tii�i�itirti��tifti±tif�f� •f�f•t.I.f.r.f•r•f.f•f•j•j./•j•f• E. ROCK VOLUM� ~- �"g�' � 1. Multiply r ck area by rock depth to get cubic feet of rock; -� �sq. ft. x�ft. =S�y cu. ft. 2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards; s�H cu. ft. i 27=,3L cu. yd. � 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �c�a. yd. x 1.4 ton/cu. yd. _�tons. F. ADSCtiRPTTON TH G��K L07�tr✓I ' lvdth ' " Tabk 1. Percolation ratle in top 12 inches of soil is m i � �� Ja.z p' r�a.ti«,�� ,. �... M;,�y m�;,,�, SoilTexture �� ,.;,d,,. t.w �6.�w� ..�iA 2. Select allowable soil loading rate from table; Faster than 0.1 oarse sana 12o i.00 �� d/ffi 0.1 to� Sand 1.20 1.00 0.1 to� Fine Sand" 0.60 2.00 6 to 15 ndy Loam 0.79 1�2 3. Calculate adso hon width ratio b dividin rock la er 16 to�o L'°�' o.� �-oo � � Y 8 Y 31 to 4� suc�m o� 2.�0 loading rate of 1,20 gpd/ft2 by allowable soil loading rate; �co bo c�a t,oan, o.4s 2.�� 1.20 gpd/f?�i .tiS gpd/ft�= a,l�� Slowerthan 120 �y oZ4 �-oo "Shc havi�50�or mare of fu+e or vey fxt+e saad 4. Mul�iply adsorpdon width ratio by rock layer width to get requ'ved adsorption width; �_x�ft=� : ft ,.J . . . , G. �DOWNSLO E DII�WIDTH � 1. If landslope is 3% or more,subtract rock layer width from ;=;�:, adsorption wi th to obtain minimum downslope dike toe `' � ' �. ft-_LQ_ft=�_feet 2. Calculate Min num mound size based on geometery: a. Determiane depth of clean sand fill at upslope edge of rock layer: Separation a, o feet b. Multipl}r rock layer width by landslope r reor co�.�. e teot Ro •a to dete 'ne drop in elevation; Slope Di ence s.o.�si�op i..c X 3 %i 100 = •3 feet s1ev• or�r.�.��.� .� uosiooe w�atn c. Add dep of clean sand for separation (2a) -�-r�« Rock 8e0 w1atD at upslo edge,depth of rock layer(1 foot) to depth of �+�� oaw�:�ooe w,at� cover(1 f t)to find the mound height at the upslope edge �-f°" of rock la er; � �.o ft+ Ift+ lft=�_feet d. Enter tabQe with landslope and upslope dike ratio. � Select dilqe multiplier of :� .S� e. Muldply dike multiplier by upslope mound height to find u�slope dike widths y.� x 3.�� _�_feet ' f. Add depth of clean sand for slope difference (2b)at downslop�edge, to the mound height at the upslope edge of rock lay�er(2c) to find the downslope height; ' �y,o ft+��ft= �.3 feet �� g. Enter tabl�with landslope and downslope dike ratia ` -. Select dik multiplier of y ,S� h. Multiply�ike multiplier by downslope mound height to get downslope dike width: y.3 x 4 Sy =,�Z feet i. Compare the values of step G.1 and Step G.Zh Select the greater of the two values as the downslope dike width; ;.;<:: ;::,:: :>:i;':;%�:::i:i;:y:.::;i:::::.:::::Y::E::::::ii:.: :;ij:i� ..C:�;: fee �� .::: .� _ _. �o t �+� .:. ;.;: :::: :��:.>:>:: ..: ....::..........:...:.:::..�:.;:. ::: :.:.:......:..,....:... .:....:......�;.v::r.....M1......n.......r.�.ii:y:?i::$:x}?:t:i',>.,1.iri:::�i<ii.'•:S i:ji<::.v,.`,.:vS;a'•i:::i::iiisiii::;i:i{::::::i'i`i.'vi :;' �i:bk:�r::U�f�O��N�Qtny'.::!iii�$:i'i.;:4:i�•ii?:i�}F�i.r i2'��i'�:.!!:ti;i%}v:y::i:Y::ii::?$iiiiii::i:i}i:{:f: <S};`:;:•:,•.:$ •:':}'�"�;,�.�'ri'`.>:_{.`;::;:•,••:y�':?�:�::;X?:cS::±�'r,:;:;;::,f•:'q'.::;�;v.::'•:::::ir:iR::::• Total mou�d width is the sum of :: ... �-w••� ::.� ,,. ��>.��.,, :;.�<.:,. .::<.. �, :�:;g;>,;::;::.�•:. <: 'i;��z�.,-� .;� r..: •�' :�5:::��> .>t:;.>.:h:;.;y:;.; Tn.v.in:'u:{Yv�jr.v}:.Y!....:n..M9c.Nt^i.�}.:�.:C.?:Y:.. �'h'SY:4r�i?/,,�,•'�,...:::+..%{:�$••:+.+$'{,•,.:i?`.:.::.N: Tq+i;yi; .. . .�i::�.w:::'v.:.fi1 u slo di�ce(G.2e) width plus rock �`��"'�`:`.;:,'':: 4 >��':.�;<;:::�<,:�. P Pe <.t::;;;:�:,,�...:: . :.. . �-.,>.��;: ROCI�9j KIOt� :.Y:... ::i?i::i::S<•. .i'.i,.:.nt. ,=�.zt•:,::..., IO�+S S f��l layer widt� (D.2)plus e uosioo��wioin ;;p,;oo.��;,;;,�� .r..t .. . ...:,.. . . �_��..t ^• .;{::: ,,.�. ....:,.�;,:: .,,. .4 ••:�r`:::::::t%S::$:i`}'.:`ii:;'u i:^' '#:#,:;"�i`:``-fc.N?.'��i.:h�'$:::::.v::f"'h� .`>Y�:�•`•i:fti'n'•'•;::i�:Y,.:;^:??F`. downslo dike width(G ); .::k.n:::., .r� .:<.4,::::...:. .4.. � .:�::...>.:. � � � � :;cs::>�::i?;:,;�,>:<::::ry:d�..�,'t:l.r��:i:.:.'t.o;�•.�::�.''::<�2>�`�i::.+''',�'�...-`.'�v,">'�:.;,�.;ti�?.':";•.`;•`.'•.i,n.�Sfcht.,.:.:;•'•_y.; ;:;c,,;.•:r•^v�'c.,°0�fb•F•>•:::::.;.`!•.r•.;4J;^.;r:;2;..;);.;::::;:;.::�...a,l.t::.'•�::+:::.t;::.'•r:;: `•.>.S.;y:r?::; o a t.p%r,:::a¢>:.x�.;:`.,�::..��.:.:;;:k;>..x;.::�:>::.<::.:):;::;;;:.>:.;:;,.:.'•:.:;;.;�;.2:;.<;?:..:.:.:<.r.<>:::.:;<.:,-:<>.,..v:. O F� yr<�:..::::..,•;•:::.....:::•::�.• . ft+ ft + ft feet .::.:>:.<>:<;:>::>::::�:>:,::�:.:>;::>::<::<::;:>::.;.;;;<:;:>:«::::::.>,:: �Q_ ::�:<'«<::�::;>:;::;>::.>:::>:.,��.: > ..,.......:....:...:�.,:. ._.-�-.�--- �� . J' ,;:t�•;>:<.:.,;;•<..:.;:;g:;:s.:;;:;: 'a..<.a:::.:::::::>.s:..;•.,.;::,..:•::.:::.:::.:::•::::..::> 5.:;.}::. ;:.;;wnslo e Mt l�s:.:::�•.3i:.;?:;:�i:;?x.;z�:<;:::.s.ss:�:?:�::�:... :;:i;;?`:i�;:::::;::.�DO 0 0 ...�.;....,.,..,-..,�::::.;.;...•.:.,..:.::..;;.:., ::•.a.� �:x�:::.:.�. um f ...^2�...�,y,.:;.;. k. al mo d len is the s o :..�:..,.:......:.......,... Tot un ...::..:.::.:::;.::,;:. t .t <::�,. '�'ik:ii'v;?i;iy±i.Y � . �.:�»..:.:::�...... � �i{:}Si:n!l'r'':�^rrJ;':�::. ..�..� ♦�.,}..}. vi:<i:•,:,v',{.}..F.:.�..}:::::. ...�Gi<•i?:i.v}�y.\+l•:SMii:{:iJ'•:tiini}i:•�;;•�:.{:!i;y`:jj�Y:�:�{'�{.,:�.�:::.•r.y..::::i•n.�{.> �:v:}dif�^i:v+Yi:hi::i .rn},�};,-..;\•,y.r•, • . '..vn..vv::...:. ... . 1 . "'j'}'i{i�';i::'�ii}:.w:::v...d.w: : '�i:{k::...: ...Y:...:.... : V .;;:•%:'>;::•::�::' ...s:'::�iY:'t::;ti::.y;;:i;��:::::?i%:`%;t:j:::::;;:::;:'+<ti::::'�::?;'::;%:... u slo dilqe width (G.2e) lus rock la er .:.<:;�.r.;>::.:. ..:,;..:, :.:,;�r;.v>:;;. � l '::?n:•`:.:%:::+:�:..:..: +>a;:;:o:,.:.::::F.:Y::Si<.::.:::.:�•.�x;. P Pe ;>�..: :.>:.::...:::..:...:...,. ;.4;� s;f'�ii:: n};:+ ?iY:�v ::�._ �::tv:;•%. ..{.:;{n) :LS:�: 'tiIX^ i:�J:. v:itii v:G:;:: yii:}:ii::H.vii::::v:�iiiiii} iM1i:Y::y�:i;ry`,v'i�::;i;i:.:�:�:��::}•.,.;..iT:;i'i�� .F.:..:.:v..:..L..tw•.4.:..: . �i:ti4i:.:Y..:::.�:::.:.........:•.v:v:.. :^i:}';i�ii::vC};ii:::;:Si;�'ti?:}:�:iV%�i:;'.ii�?i:J:i::4i:i{.r.'r.�ii:•:iiiiii: len D.3 lus u slo e dike width (G.2e • :.:>..�;.:..:...::r..:.:.::.:....,...:..�: ( ) ). ...>......v..::...,....:.:.v.:..:::..:... :; :..�.. P P ...<. . S� P :::::. ,':'t:c.::;;�::t+;?:�:;;`;;;.':'t:•:�r.::•.:r:�•: ::>:>::�>:>�:<:;:;:�:<<r::>::>: :,, .. ::::.:.y:..,....,.:..:.........:::::�:>:.;�,:�:.:,.::.• ...t. . �::��z:<%':^''': :�;�•S.'•:::;:'i':i;i:?:::.::;<�::.:....::•:::.. �;�:x::�:;:.•:.,:#...;;.;•.;;. ...2.:?;:.:iY;;i^':�5:`i::� ..+,::•::;:.:;y. � >::{.!.:;:�:::::::::::::j;;;;;;;;,;,;;;;r.;::.;�::,;;::::. + + ft f e f ft et ,Iy t �_ �� .::.:;•- -�- :.:.., ,., •,..:•:..;>...:.::........ :.:,. . .:.:. .:.:.::.:r..,..,,:....::.:: ::._._:..,-,.. • :._ ,<, a.� -�- S S -r a D = `?S - �3 rotetl•nptn 9.,�' wn ope ps ope 3:1 l:l 5:1 &1 7:1 3:1 l:l 5:1 Sl 7:1 83 x 0 3A l.0 SA i0 7.0 3.0 �.0 5.0 60 7.0 8A 1 3A9 1.17 5�6 638 753 291 3.D3 �.76 5.66 6.51 7A1 2 3.19 556 6.Q 8.N 2.83 3 151 536 6l4 6.90 3 330 Sd1 732 6.86 2Ta � {3S 5.� 5.79 6.�5 ,�. _�--�3,t1-_ 4.96 `625----7,lq----�9.72--- -266'-'-3. 1.17 l8t 5.r6 6A6 t-•;'3a� 5 353 � 6AD i67 S57 ]077 26I 33i �.OD L62 5.19 571 .`•� 6 366 b26 7.1� 93b 1207 2.Si 333 3.lS ll1 �.93 SAt 7 3�D Ssb 7.69 7031 1373 2t8 3.72 3.70 a23 �.70 5.13 6 3.% 5� � liSt 1591 2Q 3.m 3S7 L� f.19 tis 9 l.11 6.75 9A➢ I3D1 18.92 236 291 3.15 3.90 l30 4.65 70 �2! i.67 10A 15.00 2333 231 286 333 3.75 t12 �A/ �i ; ..�a �.i. ».0 i�ss �o.0 z.�a z�a azi a.si a.�s .�a 12 ': td➢ T.69 1LS0 21.�3 d375 221 27D 3.12 3.49 3.80 lA8 ! , � CERT. �00627 � . � PERCOLATION TEST DATA SHEET � a.m. Percolation test reading made by s—P Te�t-i n{�, rnr_ or, 5-1 (1-95 startingaL 8 : 36 p,m, IJoM) Test hole Mocatio 2 6 5 Ra iney Rd. , Hole number 1 ,Date hole was prepared5—9—9 5 Depth of hole bottom �2 irtches,Diameter of hole 6 inches Soil d3ta from test hole: � pepth,inches Soil texture — 6" Topsoil dark brown loam �" — 12" Brown clay loam Method of�cratching side�wall Kni f e Depth of gravd in bottom Ibf hole 2 �nches 5-9-95 2: OOpm 12 Datn and hour of initial walter fillin,g , Depth of initial water fillin,g �nches above hole bottom Method used to maintain aK least 12 inches of water depth in hole for at least 4 hours Automatie s iphon ,Maximum water depth above hole bottom during test 6 �nches Ti e Percolation ':ime interval, � Measurement, Drop in water rate, Remarks � miautes inches level,inches minutes per � inch ' n' ' n st hole ' : 6 9:06 6 3-7 16 8. 7 30 min 9•11 9• 41 � " " " " " 9• 43 � 10• 1 " " " " " R Percolation rata = R- 7.�ninutes per inch. ; ; , f f ' � CERT. u00627 ! . � . • PERCOLATION TEST DATA SHEET S—P Testing, Inc. 5-10-95 8 : 37 a:m. Percolatian test reading5 made by oa starting ac m. idaw! Test hole locatio� 2�g 5 Ra iney Rd� ,Hole number 2 , Date hole was prepared 5—9—9 5 Depth of hole bottorn_. 12 inches,Diameter of hol� 6 inches Soil d3ta ftom test hole: Depth,inches Soil texture ,0 — 10" Topsoil dark brown loam �10" — 1 " Brown clay loam Method of scratching sidewall Knif e Depth of gravel in bottom'of holP 2 inches 5-9-95 2:OOpm 12 Date and hqur of initial w�ter fillin,g ,Depth of initial water filiing �nches above hole bottom Method used to maintain�t least 12 inch�s of water depth in hole for at least 4 hours Automat i c s iphon ,Maximum water depth above hole bottom during tes� 6 �nches 'I'Ime Percolation ':ime intarval, � Measarement, Drop in water rate� Remarks � mimutes inches level,inches minutes per � inch " 2-1 2 12.0 30 min 9: 40 " 2-5/16 13 . 0 " " 9 :44 10 : 1 " 2-1/4 13 .3 " " Percoladon rate = 12' 8 minutes per inch. � , ' CERT. n00627 ', � ' . • I PERCOLATION TEST DATA SHEET P�rcotatiointestreadingsmadcby S–P Testing, Inc. o� 5-10-95 �tartingac 8 '38 a m. ,d�,., p. Tcst hole bcation 2 6 8 5 Ra i ney Rd. ,Hole number 3 , Date hole was prcpared 5–9–9 5 Dcpth of hole bottom 12 inches,Diameter of hol� 6 inches Soil data from test hole: � Depth,inches Soil texture —� 0 – 12" I Topsoil dark qray loam i t Methodofscratchingsidenvall Knife Depth of grdvel in bottom�of hol� � �nches Datt and hour of initial walter fillin,g5–9–9 5 2:��of initial water filling 12 �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 houn Automat ic s iphon 6 ,Maximum water depth above hole bottom during test �nches Time Percolation ':�me interval, � Measurement, Drop in water rate, Remarks � mina�tes inches level,inches minutes per � inch 1 6 � : 38 9 : 08 " 2 15.0 30 min 9• 0 9 9• 3 9 �� - �� 9:45 10 : 1 " " " " " Percolation ratc:= 1 5 .0 ,�p;nutes per inch. L-1� CERTIF CATION 00627 Logs of Soil Borin�s '• Location or Pr ject Sue Vickerman, 2685 Rainey Rd. , Orono Bpring� made b� �-P Testinq, Inc. Steve Schirmers _ Date Classifiction Sy�tem: AASHU ; USDA-SCS X ; Unified ; Other Auqer used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Borinq number Depth, Boring number 2 in in feet Surfac�e elevation feet Surface elevation 100 . 9 � Topsoil dark brown loam � � 0 - 6" Topsoil dark brown 1 c�a W�oam 6" - 1 ' -MOTTLED 1' 1 _ 0 - 10 ,� loam Ru�ty olive brown Brown clay loam clay loam 10" - 2 '-MOTTLED 2 ' 2 - 2 - 1 ' - 2 ' 4" Rusty olive brown clay loam 2 ' - 2 � 8" 3 - 3 - Ru,sty olive brown loam Rusty olive brown 4 - ' 4 - loam 5 - 2 � �� _ 5 � 5 _ 2 � 8�� _ 5 � �� 6 - 6 - 7 - 7 - 8 - 'i g - i End of boring at 5 � feet. End of boring at 5 ' feet. Standing water table: Standing water table: present at 1 ' 8" ..feet of depth, present at 2 ' 4" feet of depth, 18 . hours •after boring. 18 hours after boring. Not present in hole �. Not present in hole Mottled spil : Mottled soil : Observed at 1 � feet of depth. Observed at 2 ' feet of depth. Not present in hole Not present in hole Comments : Comments : o L�1� CERTIF�CnTION 00627 Logs of Soil Borinss ••Location or Pr ject Sue Vickerman, 2685 Rainey Rd. , Orono Bcri�g9 made b� S-p Testinq, Inc. Steve Schirmers _ Date �_9-95 Classif;iction �ystem: AASHU ; USDA-SCS X ; Unified ; Other Auger u�ed (chejck two) : Iiand X , or Power , Flight , or Bucket X Depth, Boringinumber 3 Depth, Boring number in ' in feet � Surface elevation 100. 2 feet Surface elevation 0 - 0 - Topsoil dark gray loam 1 _ Q - 1 ' 2"-MOTTLED 1' 2" 1 - Rusty � � 2�� - 1-1/2 ' d�oam§ra i Rusty �_1/2 ' - 1 ' 10" gray lo m 2 - 2 - Rus�y gray clay loam 3 - 1' 10" - 3 ' 2" 3 - � Rusty gray sandy loam 3 � 2�� _ 3 � 8�� 4 - Rus�ty gray loam 4 - 3,� 8�� _ 4 � 8�� RustY 4,� 8�� - 5 ' grl�amandy S - 5 - 6 - 6 - 7 - 7 - 8 ' 8 - End of boring at 5 � feet. End of boring at feet. Standing water tal�le: Standing water table: present at 1 ' 2" feet of depth, present at feet of depth, lg hours •a$ter boring. hours after boring. Not present in ho�e �. Not present in hole Mottled soil : Mottled soil : Observed at 1� 2�� eet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments: Comments: i . _ , ,_ , .. . , , � - . ��g. q:� J� + � J� S u �` �� REDW000, CED OR • �� WATER TIGHT Q IOCKABLE EIECTRIC BUX—� TREATEO I'OST�q x 4 min) ' . �►- , E ' '•. I PlUGS OR EI.ECTRIC CONNECTIONS- --- /-INSIDE 80X �C COI�JECTIONS MADE ��:"�.,, � 2" PVC CONDUIT SCHEDULE 80 �- �' 3.. 6�SPACE LOOP OF POWER CORD FOR :� ,.� � MANHOIE COVER CHAINEO 9� LOCKED -�- SETTLEMENT • ''�'� -'' SEAlEO MANHOIE RINGS-- �'.;4 ,i .FINAL GRAUE . f•: � � �C .„ � � AT IEAST 12' ' � �I �� BE�Ow GRnOE i WIRE fROM POWER SUPPLY �� PIPE IS LAID ON A UNIFORM SIOPE FROM ' � /;� . FOR PROPER ORAiNBACK��TREATMENT /�IiEA SEALED TANK COVER �IF PIPE AT TANK MUST 8E LOWER THAN UNlON. TO GET ELEVATION FOR ORAINBACK, f�LASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITH ANCHOR--� A�ARM FLOAT ON SEPARATE — WEEP HOLE � 'ELECTRICAL CIRCUIT-- I L NOTES� EIECTRICAL WIRE FROM POWER SUPPLY ,__STgRT L�,FV�S7� _ _ _r _ _ MUST NOT RUN OVER ANY TANKS BU1 MUST 8E LAID BESIOE OT11ER TANKS 3"� �� AND MUST 8E PLACE� tN CONDUIT ALONG POST �SHUT_OFF�,E�t�Q_ _ __ _ EIECTRICAI CORDS FROM PUMP ANO FLOATS MUST BE Rt1N THROUGH 'PUMP CUNTROI F�OAT- -- CONDUIT. wIRfS CnNNOT NnvE GROUVO CONTACT. 4 �� . ' r•�s��F-x , . METAL COVER � 'i ►�. _.+. �. _!�- •'�; �a ,�.. �, r f . , ; � . � . , ' � 19 ' �`" �.v:,. I •r: f: t '��- 1 i' i I I +' � � �Yc v � . �a.,;r_...;�_ � �. ..•:.• ' — � , CONCRETE st� MANHOLE '_ RING METHODS OF SLCURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Figurc C-14 � R I , . . w �. � � • � � � . �� • VERTICAL SIDEWA�L SEPTIC TANK /-FINISHEO GRADE � . - AT LEAST 6"TO 12" SOIL � �►T LEAST 4" OIA. GOVER a" DIA.-� � �AT LEAST I" � AT LEAST I" MItJ _ _ � — + , ..• - �- . _ � - --- T--- . _-... � � A DIMENSIUNS FON TANKS WITH VERTICAL_SIOES A ' WIDTH. W 24� MINIMUM .._.. lENG7H, L 2 TiD 3. TIMES TNE ,W1DTH __ 8 p1AMETER G0� MINJMUM __ ___ � � DEf'TNyo _ 30�_MINIMUM; 78�MAXIMUM ____ C A 0.2 0 . � AT LEAST g�� 6"_MINIMUM;_0.2 0 MAXIMUM _ 6" 3,. C .." p 4 U --�-- - - -AT l.El1ST 4 FEET - -- � �'��' `--� rruirs: � �. ,sNr�NwiEtsn�ir�sr.nu�Ks�+o�ur�rn �. �W«KyEWVEiLSS�uILfiF.IOGAtEOv�nt�ta��wc��fS. ? �1�Kf�.S�IN1 Ul'pICM1.K1�fMN1�qlCS.A'IF�C( KIIEM�MttRE�Ml111RINIfNpESOF11�StXYAf.E �ni►If.1�SKMIN�III(�(:�IFIIVWI��1i1tE1CX-Nllru�t I�EOpvlIIW51�SEGULOIOMEVU�IACCCS9. wK111. 6 :r�WlutRu�lnSliv+CE Of1wEEN�w0►KEt rr'E�vN . �. NI�/ti1'ECIIONI'f'FO�AtIEASI�Wl:1�C9M��lE�1 NEIVf�tPONI(71011ff1C91KlllE►K71CSS71NNt1MC1�kS onA�MNialES�w.�nflocAtEoc,vEnootH��EMaft onnc>hc7�knw+�tNc�lEs NJ�tlU11L1UCVKYS 1HECEJJ1EI1l�+ClYl�f.��v'fCtqN i ►M11q1�1GN1ALCYl��flfbG►1NatS01MCNf.K)MA190.f50 !f�M�ISSIVLLIU[IIQRAAf•ASIIICUNIL�1iWFfY1NE ANAdMNSICMIC1i075fl. 'AN f lE O�KNWCS hc SNNIN1v t[CS A 11 WY)IN`.�I'YCIKW � . ��(YKf KIOCAtkuf!�Wf fNT�IF MEt MUt��llfi k1N f I.f.S. — -i.--�-- � ' �, � I � PENCQ. �MRKS ..� � ... � � 20' ri . � MANH E �.. y �► � � 4 1 INLET '+ SCUM ' �� OUTLET •... :, -•4c � : ';,;t•�OIJTI.ET IEVEL .;�,� ..� :�f Y ,. ..—,SCUM.CIEAR SPACE" ,�~'�, � RE4N OUT TMIK WHEN' `— — — _.. ��' � 'j' 74 1 S 3' OR lESS OR '� _ _._�_ — — �'� 8 '8'IS 12'OR IESS ;. _- "- - - - 1 . � :, :,:� � . . . . . �: .� ;.;° ;, � �;:�;;';;�•�•�•' • �'� .; BI.ACK COIAR � ' ��`�''"�"••� ' • SLVDGE � ;i DISTINGUISHES SLUDGE ••: �y�'�::'�:;'�.r . .. .. �, I.AYER FROM LIQUID i .� �' p•� �Ip. .... �� .. .� � ..f�; •.W'•• MEASURE SCU(v! AND SI.UDGE ACCUMULATIONS i N THE SEPTIC TANK � g i T y�11%1�;`i)ii 13:3$ FaT 61�4A7Sii11 S P TESTINc; INc� �jil� .� . I �� $�T��, ING. Steven B. Schirmers � MPCA Cert.No. 627 ' 951 Katydi0 La[t� NE - St. Michael, MN 55376 • (512) 497-3566 ; F�4X (612) 497-5011 State License#394 January 14, 2p00 I � Scott 8� Sue ckerman 2685 Rainey d. Orano, Menn. o., MN This site has an exist�ng on-site sewage t�eatment system, a pressurized mound system for a 4 bedroa�n home that was +nst�tled in 1995. The mound system has been hydraulicelly overtoaded due to graund w�ter seep9ng into the he8t duct system in the basement sla� � being pumped irrto the mourrd. Soif borings and probings through the ma�nd found o overloading of the sand layer or at the origina) topsoil. Na evidenae of cromppaction w�s found et the original topsail. To repair tt�e mound, approximately fi"of the sand below the rock bed wil) need to be removed and reconstructed replacing all sand, rockbed, distribution pipe, sandy loam &�tapsoil. Add'itional borirpgs throughout the pro¢erty found np area available for a future . repl�.cement S1�r�dard on-site sew�ge Veatment system due to ftll soit, drain�ge w�ys, easements and iimited space with mottled soi{ (ess than 24" belbw the ground surFace. RecQmmend tq protec��no areas fot a filtuTe system under tt�� tew Code change for a News Yechnolo�y System. One s+te is in the fi�l soii east of the existing paal and a 2nd site is in the Squthwest property comer. The YCkerman"S are planning to reconstruct the home. Th� existing system site and pos�+ble fisture site must be prat�cted (fenoed) from heavy equipment tra�el. �/ ''� ,� . �L-'--�--- Stev�n 8. Schirmers 1 O1:1�1:GO 13:3� FAl 612�97SG11 S P TESTING INC I �03 ' / � f . � y-_-:? 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" . � i^�'v,... . ��S. .� , *'y.. .♦ . . —— ._ _. .- •: � . .. _.. . ... � • i �� , _...�.. ._a..-=..v�ra•-.. �.. • . ... . _. ._ ' ... � ._.-. . . ... � ... _ .. �� °, .. . . . ._ -...a_.�..�:>,�_� .. � ..�-.. ._-.. _ .- _ - . . . .. ., .. ..,..�... . . - A �' � �''.:.- . �„_. �a�'' &S" ,. . _... .. .—..._. .. .-_ � LAYOUT__OF__PERFORA�€B PFPE t �� PRESSURE DISTRIBUTION IN MOUND �'�'� -------- _. _ _ t�`' �/��, ��"c r� _. iyer ; �,;• PERFORATED P�ASTIC PIPE �4^ � • • �, ��`�� t � °G„, �: ' �', � Y PERfORATlOkS SPACED 30� OR 36' =s N�AClNG ��r-. Y `�s�. � � ENO ON CENTER P�RFORATION � � ERf�RA�lO _ i ' ,��. v i E w 5� � _Y e E ��i. h i » h P � ',� �,.. __. . .____ . !. _ l6 } �- �`, MANiFpLD ; Pf PE i �. �yr?, . R A �h �� ' � PERFORATIONS ON BOTTOM OF ��. '�' PLASTiC PIPE � ffi�� 40ti �i� ��# 5$�, � �� `' �.�.'. � (AI.TER�tA?'E Lp�ATION -,�:�¢ . � OF PIPE FROM PUMP) �. W�^ ��. �� ,*�.�� ,,p�� _S.o p,�„ � 3 ,. �r r• :. 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'h �'1S �.��; � �� Y._ � * p� k' �4� 'irr�l�i b�i � � . . �7'� ' � 1 l\ � r, .. � 7.`,: ,cr,..� �z'".f� F _ i � � ( ' � ��1 M1 `� �'�'�° u � � ' ��"'.... �� ' P�AN VlEW �.,y, �� .tr i�: �'Y� � � � . - �.�� y� �''�,� � f i � 7��.� k=` a�� • � F e � �'�k5� 'a�- � r.c��. '�i �� '.y 4',,�� ru��."" t � ;�� e„� +: � w�.u,�� . r ; ��: �';. - . -. -- ,.._.__ - _ �"� ., + .' ; . . �,�� { .. ____ . _._,.,,___,�,_- .,� ' '_��,�,.�t ��_ '��'�_ �� 4;� .�. . . . , _ __ . . .._„ ._ ..�� I DATE TIME ITY OF ORONO CALLED IN � �l� NSPECTION NOT SCHEDULED ERMIT NO. �� COMPLETED . DDRESS � �WNER ONTR. � � �ELEPHONE NO. � ESCRIPTION � 1 FOOTINQ 11 MECHANICALRI 18IXCAV/CiRADINCiIFlWN� �Q FRAMIN� i 13 MECHANICAL FlNAL 19 LAI�ShIORElVVETLANOS Q INSULATION 24/25 WOO�BURNER/FlREPLACE 34 TREE REMOVAL � WNLL gp. ' 12 WA7ER HOOK-UP 17 SITE INSPECTION Q Fl(�q� 14 SEWER HOOK-UO 06 PROCiRESS 2 � 7 DEM4—SITE 27 SEPTIC MIUNT. 21 COMPWNT J � �Q b7 DEMa—FlNAL � 15 S INSTALL 22 FOLLOW.Up = PUIMBiNO RI � SEP11C Fl 35 HARD COVER REMOYAL , � 0 PWM81N0 FlNAL 36 FOUNDATION HEMOYAL• Z ER/CONTRACTOR TO EET YOU: YE8 NO y OMMENTS: � I -- � J ' r' ; O i aC O I W ' � I Q � W 'I i � � OC I � � � W I O WORK SATISFACTORY:PJROCEED � PROJECT COMPLETE � I O CORRECT WORK�PRO�EED G ISSUE CERTIFICATE OF OCCUPANCY W OO ❑CORRECT WORK,CALL�OR REINSPECTION TEMPORARY V BEFORECO'VERING PERMANENT O CORRECT UNSAFE CONpIT10N WITHIN HWRS. ❑PHOTO TAKEN INSPECTOR WILL R�TURN ❑STOP ORDER POSTED.C�ALL INSPECTOR ❑CITATION ISSUEO 0 INSPECTION REQUIRED;CALL TO ARRANGE ACCESS. Call for the n e t in ion 24 hours in advance.473-7357 OwnedContractor Inspectoe 1AlIdN tor's Flle Canary CopyfSile MoNce ' � ✓ DATE TIME CITY OF ORONO CALLED IN 'F' r'�� INSPECTION NOTICE SCHEDULED � i/9e., �.-� PERMIT NO. ��1��3 7 COMPL�IED `� ADDRESS .��G� �� Cct��« ,��, �� CONTR. L��i��. � OWNER %<<��%,ir�=.c� /�., TELEPHONE NO. ��- �-'3 ��' �� DESCRIPTION��-S� � 01 FOOTINO 11 MECHANICAL RI 18 IXCAV/dRADINa/FILLINQ y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS � 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UO O6 PROORESS � 07 DEMO—SITE 27 SEPTIC M_AI�LI`` 21 COMPLAINT -- W 07 DEM�FINAL 15 SEPTIC I___NSTAL�. � 22 FOLLOW-UP = 09 PLUMBINQ RI \23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR 70 MEET YOU:_YES_NO /yJJL � COMMENTS:� - /�/fi /� t � �,a w a — � � � 0 a � 0 � W � Q � 2 W � W � � d�ORK SATISFACTORY:PROCEED _ PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CA�L FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATtON ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins ction 24 hours in advance.473-7357 OwnedContracto Inspector. � � � WhHs Copyllnspector's File Canary CopylSite Notice / DATE TIME CITY OF ORONO CALLEO IN =�� _�� INSPECTION NOTICE SCHEDULED � PERMIT NO. ��/��;� coMP�erEo � / ADDRESS �� OWNER ONTR. TELEPHONE NO. , � DESCRIPTION '" � 07 FOOTINO it MECHA LRI 18IXCAV/ORADINC3/FIWNQ y 02 FRAMIN� 13 MECHANICAL FINAL 19 LAi�SHORENNETLANDS Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 2 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTiC MAINT. 21 COMPLAINT v W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBIN 36 FOUNDATION REMOVAL Z OWNER/ NTFiACT TO MEET YOU• _NO � COM "`' ._ � - W � a j — � � O a � O � W � Q � 2 W � W � � d WORK SATISFACTORY:PROCEED W� � PROJECTCOMPLETE W ❑ CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ( 0 BEFORECOVERING PERMANENT t �CORRECTUNSAFECONDITION WITHIN HOUflS. C PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract Inspector. S� cCJQ White Copyllnspector's File Canary Copy/Site Notice v OATE TIME I CITY OF ORONO CALLED IN � � ! INSPECTION NOTICE SCHEDULED ' PERMIT NO. '��Z¢� '�_ coM E ADDRESS ' OWNER CONTR. � I TELEPHONE NO. � DESCRIPTION �! Ot F0071NO 11 MECHANICAL RI 18 IXCAV/(iRADINCiIFIWNO y 02 FRAMINO 13 MECHANICAL FlNAL 19 IJ1I�SHOREIWETLANDS p'' 031NSUlAT10N 2M25 WOOD BURNER/FlHEPUCE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION ��, QS RNAL 14 SEWER HOOK-UO 06 PROORESS �, J' 07 DEMO—SfTE 27 SEP71� 21 COMPWNT W' 07 DEM�FlNAL 22 FOLLOW-UP = 09 PLUMBINO ql 23 SEPTiC FINAL 35 HARD COVER REMOVAL v� 10 PLU � 38 FOUNDATION REMOVAL Z, TO MEET YOU: NO �'� COMM S: " � M �I � �' � � O; OI i + WI ' 'i Q � �I� 2 � � � W � � i � W I O WORK SATISFACTORY:PROCEED � PROJECT COMPLETE � I D CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY OO �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CObERING PERMANENT ❑CORRECTUNSAFECOMDITION WITHIN HOURS. ❑PHOTOTAKEN INSPECTOR WIIL RETURN �STOP ORDER POSTEO.CALL INSPECTOR ❑CITATION ISSUED I O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca1�for t ext' spection 2a hours in advance.473-7357 'ownerlCom �,Inspecta: i whia caqdlnsp.cwrs Flle canary cop�dSiu Notio� � DATE TIME �� CITY OF ORONO CALLED IN �_-.�� INSPECTION NO ICE �/ SCHEDULED ' PERMIT NO. ��.�`� COMP ET � I, ADDRESS ' OWNER CONTR. j TELEPHONE NO. � DESCRIPTION � 01 FOOTIN� 11 MECHANICAL RI 18 D(CAV/ORADINC�/FIWNO 02 FRAMINO 13 MECHANICAL FlNAL 19 I.AI�SHOREIVIIETLANDS � OCi IN3ULAT10N 24/25 WOOD BURNER/FIREPIACE 34 TREE REMOVAL p4 WAIl Bp. 12 WATER MOOKIIP 17 SITE INSPECTION � 05 FlNAL 14 SEWER HOOK-UO 06 PROCiRESS � 07 DEMO--.SITE 27 SEPTIC NWNT. 21 COMPLAINT 07 DEMO—FlNAL 15 SEP17C INSTALL 22 FOL.LOYN-UP � 09 PLUMBINa RI PTIC Fl 35 HARD COVER REMOVAL J 10 PWMBIN ! 38 FOUNDATION REMOVAL � OWN NTR � YOU: _NO y� COMMENTS: `'�' a' � j ' o� �, � � � o � � W , a� Q �� z� W! �'' �� I �I ❑WORK SATISFACTORI^.PROCEED � PROJECT COMPLETE W' ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY OO ❑COHRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT �, O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN ' INSPECTOR WIIL RETURN ❑STOP ORDER POSTED.�CALL INSPECTOH ❑CITATION ISSUED �INSPECTION REQUIRE�.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 li OwnerlContractor _ Inspector: �, WMN Copy or's Fl� Gmry CopyfSN�Notio�