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2007-P11357 - new septic system
PERMIT CITY�OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p11357 Crystal Bay, Minnesota 55323 Permit Type: (952) 249-4600 Sepric Date Issued: 8/17/2007 SITE ADDRESS: 280 Big Island Unit# Excelsior,MN 55331 PID: 23-117-23-32-0023 DESCRIPTION: Proposed Use: Residential Permit Class: General Se hc Permit Sub-type(s): New Septic System Permit Type: P DETAILS: Approved perresolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: PernutFee: $ 100.00 valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Able Excavating OWNER: Richard Parsons 15630 Old Brick Yard Rd. 4424 82nd Street W Shakopee,MN 55379 Bloomington,MN 55437 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. `r AP C RMITEE S ATURE ����.J IS U D BY S[GNATURE Copies: I-File(Signatures Reguired), l-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 CITY OF ORONO SEPTIC SYSTEM PERMTT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 JOB SITE ADDRESS O � �S L �t�1 � Occupancy Type: Residential �/ Commercial Other Permit Type: New or Replacement System $100.00 Repair Existing System $ 50.00 (Tanlis or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's Name: � �L�L �� �'S i7�t Phone Number: Mailing Address: City: Zip: Contractor's Name: L>%a/� ���d,�� .��10•� .��c Phone Number: ��'y— Jy�� 7 y 3 '� Mailing Address:j.��.3 fl Q��C1�,��� � �!ti�-� City.S h4 1L. Zip: �'�3 '7 �j �� *** DO NOT MAIL PAYMENT W ITH'tHIS APPLICATION*** GENERAL INSTRUCTIONS l. Applications for septic system permits may be mailed or submitted in person at the City Off'ices; 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 sep�ic 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 rough 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 MPCA Installers 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. �r���� 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: Precast Concrete Other Manufacturer Tank Capacities: 1) • �-7��%gal. 2) gal 3) gal B. Pump Station (if require Pump make & model (attach pump curve& literature); system design re ' es gpm at feet of head. High water alarm m model . Outside electrical wo e completed by installer trician other. C. Treatm ystem: Trenches: s.f. Mo d Depth of rock below pipe " Rock bed dimens' ns ' x ' Drop Boxes Sand bed dime io ' x ' Distribution Box Pressure Dist ipe Di " Manifold pe 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 correct. SignatureofApplicant � � Date: /L� � MPCA License No. ` � �� -------------------------------------------------------------------------------------------------------------------------- Staff Review: Approval t Denial Reviewer: � Date• � � � � � � Reason for Denial: 7�Jh1- 1`?-�+ 7 FRI ��y :42 Ft'1 P. 01 t Se�►tM� Syst�rn t7esign June 13, ?.007 Dotty, [7oi� ar?d f�;ck Parsans 280 Big lsland Oror�o, MN @R��� ��p��3RflN4 AAi �!r!'1"� . � �.� � � 7.� ERMIT I�iC�:�--•• �AT$ o �vu�n�s svs� �ppt�pYBD'9Yt!'H CORREt'tb��� ��ppRQYBD�CORRT�t,T A il�l�s��o dAM ���Me Aor Yow i�fora�tia�t �saniaY ood�. IN tldl oetaP���si1���ficaUY a��ipli�R�►� Rsaia�e�a����°s nd We ;,:� �e�s�s t►�.�s�s or��'r�u�u.Twbs :� ... �...."�yk: �' =���������`��'�'` ' � ���'r.� ,. ��{�f >:��".���� ab�`..a��"��`�e4�`���'µ�E`�`"� ,`�� ,... . ,..�., ..,„n , , ..,.',., nM.,,..,..........�.��,.�...,...... .J'� 'y�^� . < �`��,��. -�,, . ..... J�m Spieker ORONO COPY 14228 Ash CirCle NE. Prior Lake, MN 55372 952.445.8569 QRONO C�PY ��r,- : ,-�s � �� i r1�1 :Kr_. F.�� '_"\ _`h'. �� i" .7... �Z, ` � �WUY�,�j }CL�1� ( ...�' f � 17C..,�� �C��r "�± Ur;iversiEy of Minnesota posing Cha•nber SisinB wiEh a 7irr5Ar R!I Uc���d-ecte^y'es musl.he e�terecl,N�s rest mT be oatc�lated. oNp�,� SRr�aap �„�._ T�w�.ri+axt �.�.. T�oow�,M c.-��`:: 5 rstdh'1i(16 Bf66 — �� .. ?y �e:'Pf:��EB'P.8'�X�4, i �� H x �—j� : ' Width ` x� ._J r� C�*�le aree-3.tb x rad�us� --' — ! 3.id z ��'P, = 00 ft2 i C !`,et�aa fiam itin�uftxture {� Ler�ih �- 2. Celculate gallons per�nch Ra9iva 7ncru a•�7 5 gaRo•�s per wblc foot ot udume.therelore mutplr Ns a•rz(1A B cr�; Cmes ihe conversron fecta and dade Dy 4�irNlres per toot to calcu'�;a�af;�n pe�mch ^ su-tacaereax7.srtz= �ao ft' x �s ; 1rM, _ ��o *, --$N�n pCr incn l.eg�f Tattk: 3 ct�c�3te�ecor.imendee c � g � 5C0 gailons or ecac'A�'=e.� a dsri n�ow aee ehQ^t A-�1 x 2 100°/.the da+fy floW �`_ 3U0 � qpa x2 - 600 yaf orAltemating Pumps d C�;�uleFs P�:el tank v�iune A. De�,Oi kum Loltom of inlet pipe to tank Dottom =� � ;�n � �_ ---.___�_--, E Tc�ts��rk rol,rre=dtyth fom t�otorn otinlel A•4 Eet!mAted Sswege Fl�w�In GPp I pretClqhkDOt;om;4Ajzg,:J;ric1 ���4'r.tDern - 46 in r 11.0 6aiin = SG8.0 �aCx.? &ura,�is Ciess I Class ll Ciais III Cl�s��'� �a�r.uiat�g�Cc�^S t0 cati�w pun�{w�th 2-3 inc���cf w�tvr�yvenng p�,irnp} ���� � !�'u�ia e�d b:acic Ae;�h;�Y in�es)x peffon per inah(2j '� ��e ' � , ��� . Ih6 � (i t� ,* 2ir.) x 1+,.0 4 ECU 3)S 256 �alues � - 4�n - 2310 g•: :��s �t :Y�Q -y y� x54 ir:the 6 4�Cu�et�tv el t;sable tank vdume �� � dJ! �less i, ( � :a+ta�k vdume ir 6�:qns(4)-gnLur.s ta cavw pu�p{S) `�`�� �.;. . �'_� .,, 11 tx II 8 ��� d08 colur;�s � _ `'�� 8� - `2314 _8� - R2�5.0 g� 875 _ ? Cr�:��l�te!ota'pumyuutydume a �Nect pump sre Fa 4 5 duses�e�r rJa� Gafior�a��ose=9Dt'.(see Fi�trre.�-;)I dcses F er Qa�_ 8 C�Icu.'�;e dtanbeck — y2 dase�,hlay = 25 ga�or.s 1 netermine Mta;p�a�� - �p 0 R E•20 Volum�ol�iquid in Pi e 2 Deta'mine lipwd v�l�me of Ppe, 0.t7 9�(�Syruro E-i0) E'�Ge Diame!er[iq,:id pa bot 3. 'k��back quan�iyb= 96 ft d1 x inch6S paftons n ) 017 g�i/h(7Rp) �=g�o�s 1 0 045 W ; Tv�apurn��0ufticJume=dc�evdufie(?A1+drainpaCkj7$3) "�__ 25 qa6cra+ 1.7 r geCoes= F _. :��5 , ��37�, . , ;� � �� �a"or�: t5 p t� I d !�np P,ete "� V 1� ;.I F ,r.,6esign 2� y�m (b.T us 10 to 3.� n; 25 0?s 3P � ;'.� ' p o$ � a..aiia;�atc:d: �.�__ - _ . , >., -4 . >!s'':, c73�,e in c tl�(I+1j x geBon per incfi(2j i pme fnbxva n m�n- pr,i 0 66 � L_�n x if.0 ynilin � 1_'_'._ l_.��n - D Q gpm 5 :�culat�the tim�Ot1 se24nq ..... _,_„ ++,'�"`� �ose g�J a;s(1C�r gPm(8j `:..,y;;a:;",xz[M:a!::l�kk;......._:'t' _ i6J �ni I i0.0 _�D'� = 1 '��� �:;� .o...,..._ .>.,. :- � (rt!;�i�a`JtJ ' � .;� ,. <;, n � ti '�} �t. -.�; �' �:uiafe f�e timw GEF:etqny • •., . ` •�� ,� rr,;,ie�F er dey 1 COses d .,r. x s � t � 2y•tf�nute;oo , V_x� •�� `;= dosev'dey•m;r,or.�9) i 18,T rtinutes pFF !.�;" ,.a�<'�'i.,»� ;,�;,,`�'"' . . ; f.�,e"�y ce�tily that t hev�canpkl�J�� in ectnrdance with aT ` i 1 eyp�tcU:;a ord�rcr.tos,r�}es ar.d la.vs � �'., �:, `_',/��(ag°e�ure� �-(�_ ��----____. 7 i6cer e�k; � (de�e) �r ..�.,..___._ . � Qea�, or� ��-�r+- � ,-�_, r �r-:i �,y :4 � r•rt r. ��:_: �� 1 �`� 'l 1" `� , '�--�4r�,1� � e n� F� .._ ;r y'' �r��o h; DOSlNG CHAMBER SIZING•1Dr?5?04 �.,�,��e�.�:�a-;�as���;r rb.rrsred,tre-e s�w�N DB C9�C'A'9u f � � ; w�tt, i i r.�t.rmccAwa � � � r. Rd��n8i9 a'e�=I_x 4Y � +' � f x �� 71 = ti F' 1s � P ;,irceet�^3!4,rrah.`�' ._.. � �ans7�h ---� :i�a x —..�.__.�. „ r ~ 'h ' 0.� N° � -... .; :=.�!e•ea'iomnaiufac�:re �- ��._-.-_..,.,.._ '. Raeiuy� 2 Ca�^.;�,;e��z."•:xs Fur inJi �`�_�/ "F...;s a�a 7.5 aatl,;rs per abic fcr�t�v;;�ume�.rsrefre raq F:p Ihe ar�3 i`F..9 a C; c r.�e:ite corve�swn fd;tw z�d Jv oa Cy?2:r�es�.`ad to,�l�ula:e gslcn per'^�• Sr�e.eFieat'.5i12< _ C f' x 'S � ;2�nN' _ 't� galrnF�rinct Legal�ank: 5�gallons or :; �<'�+.�'a!a 1��a1 I»r.k r,`ume f�C%the daity fIo N k ;•�-�r trom t�cttan ol in ei�v;�e to ta�',;v-om = L u; �;:, or Alterneting Pumps B ,ci�,t�r�c vdume=deDl�f�om:�otloe+ol ir'et pi:�e io;a�k tt:fWm;3.41+.Ba,:ux7; --� ` 46 in x _ 11D _S�L''^ _ _� 5060 gallc^'s a ;s. ����galn:r,s!o�uw p��n��(Nt�2-3�rahe:CJ wa!e;cCurr,ng a�rr�) „,T!:an�G�ocx hei^h.i.2 ric�es?r aat:or�r i+u;� ( 1C.�.,.-� . Qb,, �t.0 yelAu - x�..,,�.�„O�-�.� 'sia --^ yd; � ('.,:I::.ia'e1Jla!o�,fmn,x�vo1JT�� � :.c_Ib�pum?s�re kx 45�:e:pPr O�y C�allr�r Lur dese=B.'�o fsrs Fr�,r-�A-1,:'�;:,r;�;M�d;y- r _�...�SC� � �xses.qy ____ 6"------�s;lon� f- "__-�_ �-_..._.__I A 1 Estimatod S�wsgo ftorA Ia GPD � �- - --- E•20 Yotumo or�i�uid M Ye o 4'�iri:w�. -- .-r_� P F�pe Damuto� �iqUld pPr Irrit -- �-dslan��s Cl3ssl C,�sll CLss.1l ;!5ss��'� » xp 22��' �W _i•��bs gztivra -- � b)°�af '� �,Q45 •. � � 4 <50 �,� Z18 � � ,re � �25 Oc�7B � I ` 'S9 4'.r �� I f'�I'1B5 tb 011L i � 5 ' 294 m!.e 2 J 1)� 900 5?5 33i 19a, . i.5 ?25C i j � 7�50 600 37� #I or fl � i1 �_.�. �2� E?5_ 4:Y3 l c:��mr=---' 4 Of,B� ; 9. C5'i�:ul'a;6 Gie�nbark �— � ���„ �,�,,�o,,e����n zo.e n Cis.,�runPl�r�� r 1rr�eclpK�e Ct7� g� ��efrg�;ar"•�?. Aa � ,�r�r a>,qlu�Ilr ?C�G h(5 ?y x ��� ya fiI562 = �.�,,y, ,, y,��, .-.. �..f?�p.Jl YWU/�;A-�75E YOIUT?����.d�a�-�tadc{593} _'— -. 3.4 �9 �, ,.�����.:"r:r� ..__. : I � � gai4�:s- 3< t , i�t. �:. � �__ae�zs� � f.�.! gal -a... A 1 ` �a'._.�.�9iat:,�;,a'atx;ndiaianx(u5i�i�U,IaI un�roulvcb . . ... . . 4 i �n�` � ! :,u�r::,�,�1 vclumei.`,�;;;qaCind;i; i . � E'i! �31 J 11.C� g�'�n 5.g i.4 �° e'i -- .�___:���ti . ' t ' : I s � � • �iH{i��r.,TEhJ'9Jff1'!jf�'rl�.�f�92'3!!,U'��! i � - � ��. c `�t:;',;I !.,n eK+*;In�Y�j xgr'ord�rc 7 - f� • :� ;.;x..�., e � _ �-� '---���' ' --��C'_._Bzl„n - 22_ _a�l . ;:i.�i3ah�aIG3.`;.�",•=Edll;ris0✓97p+�R"N,e1,yal;ensG'��T����?lSi.j+9aLcr�sa.a�r:'� ---��0 pa; , �� —�- Aei• _, _ :t^ �Fel : ?16� _. T_� ga: � 'c's�Is;��k�•��I�_;clal ga':orriP)l8a'�io�;'-.;"t; _ 31 E= 3�1'0��r 1' fl8!,in � �a p _ 'Re:ommonded - ----- ----------- �C 3�:.�'e re�.a-��a+Faciry(75 k c�:-A�iir����; �J ICe!Y:'�ry x _ 75 ____ 3�) x0.7�= 7z5, - � ._u_ae�.�r� �crM,xn;• m --_ ,' Y F.'I f&ve u.nniC:BC 4'�is x�ic i�b�;:��Ggn_,w,'r:BI ALY�iicatle r �.." , / � �(/ C��fiat��es...ws:ar�rf L.urc ... �-�D��•����I��:�V�i�::y�.m�.el �C, Y � .�-_' ,� ---- —_...�_...__ :"'x�se�I; r�dte; �L_._ Page 1 ot t p� �h q :��ht- 1�-l�7 Fii: ��9 :4 r F'M - i; YS'_�LP Y�l4LLw�i P.��1.O�S� ��q��i Atai�Fi�or N F Loa,�st F{oor 100.0' ,� Et'ter Septw 7ank 98 0' ,�F� Pump rt aa.u' / Trench#1(bottpm) 100 5' � % 7renGh�t�bOttom) 99.9' ; TrertCh M3(bottom) 39.3� i i� TrenCh�/Q(bottom) 98J' S�a�e: 1" - 3�' � Trench#�bottom) 98 2' � �: Trench pe(�pttom) '� '. TrericJ�q7(bottari) � �'urnp#2 93 p, Jf i� �. ;-, //� � �w�. .. ���Ar .�_��Si�ner _..—��'. � �� .� Jim S�+ieker ,.-, -:� 14226 Ash Cirde N E �"—� %; . �' '�� Frior Lake, MN 55:i72 � , - ,� F �,'�3'° tel, 852-44SSSE9 ��Sr��d� �, � a^ t� i-, '. .' \b' . O tr!PCA t�c_if 501 ., `,. " �� ;&' �° �;`r ,Y.���y �° Q�°+� �' , �. `;'>''�.(�l�'a,ryd''�' v<�.fi.-� Q�o� '0"P'P64u:�2ed pra:elis�5 PI:�Cln[h:a �i ���� � � �. ! /r13X.benc�de�7th Ib 10" (uCs'ope ca;�: P�mp Tp7TKA,1 ^�.,��� : :y"�� . �:` 61 SGVysI � ���`,,\� °� //�rU. �.', 1 ✓.'� / Ea 41 �;�-..«.�_. ` 'J'i�-r�a"dro�n a,4a'io tanldf2 . G 7�'" __1t11.9.....�.--��.➢urr�p Tonk x� -� ��-.....--1�1°•.-�� l.` Sp�pa' : �� po� � `� �,��„__�.s�r�__,Y` �. �� i ^� r :'1� ��� � .\ ��'�..`\ r/.. / � ',i i /,, / ; r�- : - -�_, � r h� t e��-r :va �•r•i F'. 41�. �tirsong YIt�1�RlEAI'1��N l��YC�RK SH�ET � ; S�•Ktecn S4zi�g Following Pretreat�ret�t (filtc�r, �►T�U,etc.) S�wnee -� TF.FATMlNT �'-- d t::o�ti�,TAhK VOLUM� 1 pRoaiuM � '^�' �1. rstimated ���.�_ gr� '�ee figi�re A.,, --- - ?:ieasured x 1 5(safety factcr)� �_apd A-t: Es+lmatsd S6we�e Fiows tn vallons per pay ' !1 3. +eptic tanl:��olume=�G Cf�, _gasJens(sce�:�.ere C-1) num ar --_ -�------- -.._...__.._.,._.��_ � � bedrooms Giaa�i C�es�11 Ciasa lil GIa3e N 4 SOt15(Site Eroaluaiion data) 2 3P7 225 13C EO°ro L. Deptf.i lo res',zic g layer= jr�._,__feet I 3 a5a �oo �1e ���t,e �? Texture�/���,Pezcolarion rate =��, i�SPI 4 ba� 3'S z5s titi��es � $5F S tt/ d �ee 3oumsz:r: cr<i`t c'r�c�t' � ° �$� 450 2�4 �n:ce � ���� � �` � � ' 6 90J d25 332 �1a;3 i. +_�, 41ope� _'� „ � 7 �059 600 3T0 ii,cr i�� 8 ^2fh) 67g 4�8 � Colurns. ?. PPt65SU4�E DISTRIBUTIO:V TRfiNCI-I�0770�7 ARF.A � �" —"' """ .._..,.......�_�..w..._ ."� �or tren��he5 ti7th�i.nchcs of mck Uelow the pape� �-+� se lIC Tertk C3 2CHise In r�tons �1 X F =J��.�})Cj a o�.1�sq(t/�d =G�,u sqft NunLa�of �.,i����um Li �ftl L ���tl ce:�a. �y, liq.;4.^�+�i;;u: � ' h Bbdro^.R�S Cb" � �' �Y^ w.ti�rposal� . For trenches 1�zth 1.,rnches of rock_e]o;v IIiE�IJJE': rAaty 9�-�,ase d�z�aa� �;n ir.s�ae A x F x 0.8 �_____�a k_sqft/gyd x 0.8= _sqft z o�i6sa �s� +�2a �5oc�"�. "- 3 or 4 �6QC 'S00 2000 �. U,cGA'�1IC LOAIaING sore teoo �lso g�,�,�, 7,B or 9 iQGG 30G0 4C,�,�� ; �. Organic loaaing= fl,ow x estin�ated BOD:n ma;l iea�-ing the p:e(reatment urut x 8.35� 1,U0�,{�(,' X)OwrlSltiittxCl2��l'f �o�gp�x /b m��l x a.35 � ],u�0;;�00 = �a�'�d 5 7hs BOD 2. SysteJn loadin�=or�ani.c loac'anA�Jll-1 area il�,�ij� - — �.....-_.. re�2�p�lb;���� rC 0 S f!= l 1 So!IGhar�ct�r's.ir,sendFayulrttdA�es .�_ Q ,��0 b G S��jhs�CDr sc�Et iir Pretraat3:s Sowpp�(3'a�parat�or.) 3. C2lECIC�OdC�lJlg Cd�E UIl C}1�r1. SIlC[]IC�}JF IZSS tllcl?t i%a�li( Perccp�:r.Ra.�_!�� Sj�rcru fan:��o�,s,u�wa�,,,r r M:^u!es per ;.cii rcrur� Qailon po-_r;a Co�dsy � RQCK VOLU«E de WEIGH7' �n`"!'°�) n«•�+�r oert:�ot `� FrtK�c�l'�1�t�below pipe nlus C.5 E�ot x bott�m area: F°5;�„ha^u;ti�e Senc rY J.93� C.u�zc C.'1o5 I��:wmF�r.a q93 GA��S 17ock dr tn beluwt�i•�e + 0,5 foot x azea ;H or I1 �:E��ysa�•a � I � t t � 1 C.'tc S Rno.enC" C.87 9AG1; �.ff � 0.5 ff�X 5 �t= Cll;t efc'S ganay�oum O.e3 O�ti � �6w�� Icam 9,d3 oa71c �. Vuluntie in cubic feet di�ided bv�7 31��,s ���:5 aF�, �o� a.r�:,� ]�2.7 = CllydS ___�cUEt�1.7=.-_.u....�uj���s ae to e. '�'rSnN ci��); ,i�.to� u.PDrF I�i. Cubic yard.s times 1,4= tons ���dy�t ec a�:e a�Y ; r.no o,p�p, � X 7.4 = ions ^ cuyd5 X 1.4= __�__.�ton:; O:or�io Gay i 3.25 0 ox� 6. Sl'�T�;n'I LE 1 G1�-I � a��wo c��ia§.wafl,�,b��,���. 'Jsm a/stn.raf;,r rup�tllY pB�reab'e SxJe. � Select �vidtll� 3 {� •• �u.Pv��`,C`y«ry.o�.ornn�.,ne FFas va�v fi�a sn�d t;. Ui�iue bottom area by width: (H or 1} = h4 -Jinea: ieet """�""""""'-'�""."""""."� _�/Q_s�lft= 3 __it =_�.39_�n�al feet Less lhc�n 3 feet nf separ«tic�n ". 1.A7'ULT'I' C.'� i )�� . a.Select an appropria.re scale;o:1Q SLtll3IP = Y��t, 5011 ChBrBCtB;bt!CS 8tld SOii Sizing Fector � --._.. �J3'_sE�af8li0r1 b. Show pertiner�t E�IC1vP[fV�OU{l(�1I1E5�:1�}1tS-C!{-�V$t%,2dgr1TlQ1l�S. PO"wl�'lor Raf� Bo! Stlr,ti fcct"y i ^'In�laperlrirn SoI1T�xlv;te t�7oaretcnt'���x. � c.�hriv]ocation of house, garage, dri.vewav,and all ot:�er ��r; P�,,a,.��,,�,��,,; I L17�IOV�1xtClltS, QJ(1Stlri�CiZ�I'U�105Fd. `as:crtnen0.!' Ceareesa..A � �83�M I b.t tu S Matli�rn sund ;!�9 d�hcr,location and layout of se�vage treatment s��stem. ��„YFB��a ' e.5how]ocahon of�v�ter supply i'�QII. ��1°S F���►end ,H, 8 tu 15 Bs.•�Cy br.m 1 27 f.t�)imen�ion of all elevations,setbacks and sepa.rae:on��stances. 'e�ac ��m ,g, ; a+e�<5 g�akb�, z uo K. `�YSTEM LLR �e w bo cioy wRT z zo � Sarey aey . �.dY Otli tI'eil^.�5f9 i1?1C�({:dW d Jlflf ClOwnh.tJ thmll�'�i 5y'S�kll:. c,er61�o�2�1••. ' cra cioy t� i�cw man}°trenches does it aoss"r Add their zvid#!�s togetller. so�ry��y � T".dt}� 1 t v��idth 2 � width 3 + ...... 6,,w���int2e..,. ;�A)ctay f .`3 ft f 3 �{y �_f{ t�f{ .�.,_.. ? I:t : /�'-,�'�� •�ssf�s��nslorraNiC'y[artneaClvs,il�. ' f � — p���se�reys�.riy�tlonorcena�d�st�LM,Ucnw�i.r� � �. �,S4haC.Jt?�i trench'MC�t��(P)�y SSF(p�� ��,f�,per foot ��Cborh?�j%Of�I�Y'L4iI6y518T � •.5�:hdY�f�.y^SC%>d�7J"4 Afi6 6ar-0 p1��6 Y.;Cy n��!y yprA.�^.� 1� ft��„sy ft���d x�$al/4t ••-a.•.�ura m.,,c t�us.o •..•A�ov.�:a'W!Tum�.ansv s)SteM n�tt ba uS�J a -_... d�alue should be< l2 galIons per fppt. ""�'-"'--�---- � :herei�vi certiEy that I have completed this wotk in a;cord,�c;ce with a}�pL"cable ordinances;~rules and la��-s. • ;t �= � r � --��-�� �__ ._;signatvre) __.,��L___ (license� • datE;� ,=-- .-�� � ���l.�__---� �� --... , , t.���— : �- �-�i r f=l I 6 9 :4 4 F M F. �l 4 i J�� � •` - C]a.aa��r� ,,,�.,�F Un6veristy oi Minnesola •'+c�svawsw ��.Pa�,;�:�' . ' ��-�-�"���� Non-Leve1 Pressure dit�ibution Worksheet --�._��;;. 1 FnQPr otrh Sytipm IatarAl vlrvAtinn Rn� (r th i�p-,ier oi hiq�est t4 loWpst elevation Lateral 1 El�vdtiun 1U1 5 !1 Lei��lii c�i��iNe 44 fl , i-��Td�� '.�'&Vr��,�.'.'f ,s��ex�i� �'° LILq0��1�'''�'e Z :i�4 f�. Lat�ral 3 E".2a�ation ti00 3 ft Lengi�; of pipe 44 ft `t.�Q��.�4 '��'e�ra�I��i: ., _ } 7 h: Ler�;K;���,.� �3� �t , La;e;al S� Elevation `9s o ft �engtn or Fice( aa ft 2. Calr,uEate chan�e in etevafion over 4h�13tetals. Hi^y";s'elevation-towest elPvat{on: 101.5 • 39.0 = 2.5 te21 :i. Catculate the�Iotal Head=head at or�fices{e�ther 1 pr 2 ft} � change in etevatlon(2� �e:,`�; 1 �t•r CPsig,n rt`or e s;r,g'o fam,ify hor�e or z n Tor anyth,irg e1se;"min �es;gn prassure head dt pallor�tia.�t) :___.'__�.Jfi + 2 5 tt = 3` fe�t r'-• �������r�ee!ca��nr�t be used i`greater th2n 5 f8ef Des��n nwst b�ouxirf,e�or valv�ng must be ustrd to aque,'�te ffo�v. A. Calc�;late pressure hesd fot each (ateral ? I+iohest Trenc�Efeva;ien(�1)the Head= 1 or 2 tee! 2 =c,� atl other Iatera!5 the pressure head is calcuiated as 2 feet p�us the cha�ge in eleration troni Lateral 1, l a � al ' Eievat��n 1p1 5 1 G tt .'� �. ai 1` �t�r;t1, rt �:'�T� �" �1` '�-1 E".r t.. �- ..;.� � 4 z f�;,r ;� ��SL�. �x,<, � i�- '_ �. a�3 FlPvat,on 100 3 '1 ; ,E� F3j 1 + � 10"1 5 - 0�3 J • � tt �� '� � 7. 1 � �U.1 , ,�9 ,r T F & .',f't L.r 7i�' �3�S��i�i��'L �` . °�"� �a � i .> �� t-,!: a'S EIev�UJn` (99.0 . ' + (E1 -E5J = t + ( 10i 5 - 99.0 w )- 3� i; ' ry. Detstm{rie ttow rate per hqle{S�fgurs E-6,I. `-E'=��`�,���0'��/CN7 d/2!l7t�t@I 417CJ!hff Cpf(�S,�JOnd�R�galfq�S�Or 111r7iU�E 1�tBf�018�11] as nehdod _�'r��, 1 Pres 1 0 Petf Diameter 3;16 = OA2 apm -'� ��'�" ..:'tsr'''� .�� . �,= ,•:;P�t�7i�r'�;c;ar "�,:'6 . � >:�Da3 g�m, _;�� i+ 3 Pres 1 2 Peri Garneter 31iS = 0.61 gprr t'_�t�tr,�:; ��� `�?�I'��3{ar�te.E�'c`: ��f"� , .�`d 3�h�?' '--2'fr�!5 Pres 3.8 : Pe.r1 Diameter ..3��6 .- > ''0.78 gpr�. . �, i:a��:�late liow in gallons per rninute tor Latsral 1 - 5e12ct a:.pacing att;1 enterin bcx �J�mber of per(orationo= [{len t`+01 ip2-2;Jspaci+ig}+� !�. 44 n-��) � ?..S �tJ+1 = 17 Y.:rtor�t�ons{C�feck h,^ure E-4 to maf�e sure i�is oK) Flc�v=nu.m�er of perlorations x flo�r,�r2ie t7 pert x 0.4 g�,� _ _�._'„�1__9Pmfwlateral1 ' Cf,Iculate the gallons per mtnute per toot fot Laterai t '�;rs �al��a w�u then be used to n)ak�sure the ga;lon per mmute per loo!rs e�uivolent rn eaGh 1a;eral Ga�lo;;sllength= 7.1 Qpm ! 44 ft- _��J.16`�Pm/tt E-6 Pc�iora;ion Dis�hargz in GPM """"" ---. - � C-Q f�!sximum Number of 1/4 inch perfoiations � �'�css�re �er tateral to guarantee«p°lo dischatqe variatlo� I ��a'.: Pcrtoration Uiameter in mches �ch --'i �iee�" u8� 3�� 7r32 �ia S��acing � Q�8 0 42 G 5& 0.74 °eet 1 in 1 25 in '.5 in 2 0 rr � ' � � _ < < ._!.__�. : � . �; '`�: � �6� 0>�� �`, 8 14 18 28 � 0 26 G 59 0 8a 1 Q4 "� ::�� � . .> " 3i��''� : �f"t�� x �� �^ �� ( �• r,� . . , :� ,�3:8� , <�:1�' c �., � /25 16 2 0�2 C 9b 1 28 A;G �< a~1: x"� r � ., G3��<� �,K� � � � :'.23 � ,.<,:«. �r 1a13�`; 7 S 10 14 -_ -. ..___. J 4' 0.94 _ � � �.1.F65 __. 22 Page ? of? T�_��- 1 5-��7 F�'I E35 :45 F'M , ' P. 0� i ' i E(,�����Y;� F3- galancE tiows for oiher IQnQths,spacin�,or sizo. rt�u:. end up witF,a larqe ap3c�ng{5'ie;max)lo.r�r th�e�n:fiat spac;inq(n#G�r thc ps�t srze m�k5 L�9:dr;31 2 GFlA =length o'pipe x gaRons per minute per foot(7;, 44.0 ft x 0 2 _9pm/f; � 7.1 ppm #ot Perts=GPM l flow ratel5 2) 7.1 gpm I 0.5 g�m= �3 #of Perfs(Check Fgu;•e E-vi Spacing:t�er.�th•2 feet)�(Number oi pFrfs-1) � � � �4 ft-2fi}1( 13 perfs- 1?= 3.S teet La�:er�1� �PM=lenyth ot pipe x qa�Jons per m;nutz per Fooi i�� A4 0 ft x 0 2 gpmlft = 7.1 �1�f Pc�i(a�GPM (fl�w rale{5.3) � � 9P!r � 0 f g�m = '1� tl of Perfs(C.heck A'quro�-4J Spacing=(�ength-2 feet)I(Number of perfs-1� '� 44 0 ft-2fl)!( 11 _peris- 1 j= 4.,�, feet La:erai 4 GPM = le�g+,h of pipe x gal!on,per m;nute per foct{,'; 44.� ft x 0.2 9pm/ft = 7 1 #of Pe�fs = GPM /tlow r2te(5.4) 7.� eprn / 0,1 St�� = �0 #of Per�s(Check figcire E-4) �•pa;�ng={Length.2 ieei)/(Number of pens-�j �"`"'" i _ 44 ft-2tt)/( 'S4 perts- 1; _ _ A�7 feet E-20 Votunse of UqJid in� e Ldr�ral 5 �Pt�� = ienGth of pipa x ga:?cns per sninu;e per'oot(i� ?�Da D�arr�eter Liqu�d per kaf inc�ies �_�al or�s d4.0 tt x 0 2 gpnVti = 7,� 1 6 045 #o'PErfs=GPM f(iOW f3te{�i,5) 7 19 ��,�5 ; 0(�1� 9pm / Q E AF��=� � �of Per1= 1 5 0 t1? S�acing=(Length-2'eet)/(�.'urriber o`perfs.1; �v'��� 1 44 ft•2ft)!( 9 pe�ts- 1)_ �� f„et � .... ��� ___..____._ 2.5 C.25, �:�. C:.'cu;�t�totai�}pm for bystem.the totat�PA1 need t�arn t;ic p��mp `� 4 ��. - �-tP-al1 F�o�ro= 7.� _0.60 _ gpm Ls . al�C �i�� , .°�`'# � �'t L�+F ra� 3 Flow 7 7 g�,m t � '��w .�. . !.. IW: N,.r-�OY�.,,.° dT,�....�,..,y ��' L�•.�rdl5 Fiow= 7.t gPn� Total= 35.7 �pm 1G 5urnmary c�_;:, �r�e rn��;,mum.pipe size that aL'ows toi ev6�distribuhor;Ana;�-,e vo,c,,ne of l���d in the po�s F-i0). 3 Pipe Size ��pe �p;�R�P Pip� Length TofAI Voluit}e Perf Size Spacing � +� alltt (!t to Fil;(�,�a.t i.^�} n ��t rul 7 1 25 O.U77 44 0 � +;'�t��� ; �1:�'S' �t:R7;�" �9 Lf �3��� 3/16 2 c f � �3E�$ ` �_a�c a� 3 1 25 0 0,7 44 0 3136 ., 3,5 ' �„) �+ �' �d14 : , ,�,�'i.:. ..., 12: t ; 3/1 d z 3 388 �d.�i . :���tl 6 ��•�,,i aL , z� � ur i .,-�4 0 ..� � , �T�� _..,,. . , �� ' _._T3.388 3116 g 3 Toiat = �6'94 va� .' Th:s is the 2otal voiume t��f�l;ihP iatpra!s kmount per Uose should be 4-5,�n�es it�is. f��bret�y cer'r�y t�at?�ave cappl�tAQ y;is wai�in a000rdance HiU;atf appl:cable u,dinzr ces,rutes�nd}aws �__.. iV ; ! _ <j, � ��"->' �' � {aiynature) (, ' r",- (li�:ense#; 6 d2t� � - ------ —����( ) Pege 2�f 2 ��-r�- :�-E_� r r r• 1 ���� :w-, r r� . � �'- �+5 Gfnlvesslty of Mlnnesota Pump Seie�ctlon Proce�'t�re - IOi25104 f,'I bo::ad rac:tar��'es must be en:.ered,ihe rest wi11 be czicu!c,c�d. (12esKs � 1. Delermine pump cap�city: srwa„�� ' �,;, T/eYATblCN� � A. Gravlty D;stribuUon rPRva�a�+ �"'''t-"_ ,�.•���..w,. ' �R���I�lUrl fti'(�UI�dscharga is 10�n �r 2 t;4axirnum sU�gdsted d�scha�e is 45 gpm =V r oiher os.ablishrr,e�is 8t ldast'0°h greater lhan the wa;er :•.���ly raie,but no taster tha�tt�e rata at whic;h effluent�vill flotiv ��.�t oi the d�stri�,Ccxl de'�ice, 9 Pressure�1str3buUon-sr;�p!essu�e de;,IBn worksh�:�t .v� ..F,r--:,•, ,Js�s-r. �f-"'",.:Lst.<2' ���_hrs•;�43 Setected Pump CapaCfty: 3,5.7 ��`"i�:`::� 9Ptr► c,�,si rx� � . f �!:�lr^'ru` . ...F'.-.,.�r ' �,,..-� •`w .�:;p'�ii ....,.....-.... ,�:`.,�: Oetermine Total Dy�±amic Head(TOH) �"� "�' ``�'" �'� :_ f,..n� .. d:ttr:gr�.::et A �IeVaUc�n di(f�sl�rx6 betwe5l : •_ °� : � pump arid�xiint c�f d;sch2:ge ��. i. 6,3 teet � ,:, . _.. .... .. ., . ,.. .._ .. ..'F:7++.!C'.'.w..�.'.�.':�.'. . . `' ''Y"�__ '�����ey�,+iie�n�r�t?(See Fiyu�y-Sped�l Hea�Requ,rem�r,t,s� (K �._.. �feet Special Nea�i Rc�qu;r9 ne�t� ., `n^Lan loss in s+ G�a�nty C�s±r:bu.�x 0`t V ��Y p� Prsssure Distribi,t:cxt 5ft ' 5alect plpe c�ameter �in 2. Enter Figurs E-9 wi;�gpm(1A or B)ar�p;pe d�ame,er(C1) �w�fricUc�!ioss in feet 104�ee!Ctom Figu�e�.9 Fn��:�i�oss= 2 06 fU ta)1t of p;pe E•b Friction Loss in Plastic Pipe per 100 R �, !Jeiernire to�al pi{�e�°r, th from � � norniral 9 purr�,d,�harge ta so:l sys!em��i;c:h�3'�6 y0i�`t. FICUd(Z3!R pi d�3n�etsr E�5;m,;�;«�r�y addir.r�25 perr,ent to pipe langth for lncUC�n loss i-�titt�gs F`� . le�-���h times 1.25=equiva(ent pi�e le th t '' ' ` 2 0' 3" n9 i�,�,� 4�qi.M1,> 10 f►x?,25= 25 feei �:� " : �:�Tl . . ... .__ 2., 3.73 , � ',i1 0 16 � CalCU�t6 lo:al f�cticn Icss r m�:!t; -, � �" x�'�' .�� �' f��y^"p irctiort I�ss{C�} ��: �y r��a er,yu��a!ent p'pe I�.gth jC3)and d�i�by,UJ. 35 6 9S 2.GG �,3 �I��O�ILOMT" Z.VV 13J�tiK11� X 2J I� I �V�/' OJ leE1t '••.��t:• ���7��� `Li+fT� ir�L3."�'�� —'--�- - ...._....�, 45 11 07 ;,.28 Q 48 � Tc��f hP.ad requirem��t is ttie s��R�ot ele�vat�on d+Nerence A`.. riai �'� '% ���' �� Y' r � � ��:,:: '':�d�r�re�ner,ts(B).a�d totai factia�los3(C41. � 4�5 C 7 ---s.3 rt + 5 fl + �:,� 5�< c3��': — 0.5 ,rt � - 6.�� 0.95 Tatal Neac: �1.8 fest �� " �k¢4;u "�1��`< ? Fump Selection ' ,n f�mp niust be seiecte�lu cJ�f,ti�er at la.3st 35.r gp�n{1f�or 8) �a-iLh a(ieast 11.8 t�t uf tolal head(20y, ....-..�.�....,�, ( `��rF�,y cEtt�fy Lhat I have oor-�fe;�U^i3 work in&:,wr�rw�v,it^a4 er,y�ir�ble ad�,'k�iCes,rules ar,�lav�s � r--- (sr9natu!e) �___ -------_—........__.(li.ertse#} --------�—t0ale) --.--_...._..,..._�. -----...—_.� Pa�,e t of 1 �-.Uv-1 ?-4�7 FRI �7 :5� AM P. k�l LoA�t of 501�tti� iocAtion or Pr,o�ecC _ ��5��� ; ��- �� � �1L_1:•::.,._,t_. �tl�/i i"i —__... flerSng� rcnde bY - �1�rw �Aie(<rr .,��.r.._. .. Date %�i.a. �� _ ,.�_ �`�"'`` ------r—^--,,..._._. �lasslfication Syatem: AAS�O ; USpA-5CS � ; Urtifted ; other Auger ueed (check twq) : Hand � or Poc��er ; Flx ht ^�� ,�� _..M g , or Buck�t ✓ ; other 1ro� De�th. Boring number j� � ' i)epLh� $oring nu�ber j?� / µ feet Surface elevatian £�et Surface elevation � 'l � 0 .�s'%02•'!?� �A�le ?/7. rnCe�,��Rvtc�'a/'j{,r,ai? • �.D�I..vt�l l�Y12 �/., I _ �_ L.Q,t..�t�� jOf;�y�� k��!lKR18C!�,;�r'rr.4� � r ~=-�4A�✓, l0 '�'�. �1��). •i . � ./ �ort��t, �ai�`t�✓l3,Y�1�QI� b Io��,.�, „�r�;,���`� C'a.t� `�:�.st !p;�.' `ff . 2 . __ C1.�.�r�c•tr1 !Jr/'" . ._.._ 1� Y �+/? .�; y. ' i � �f�� iVE.2aG ���G�•�� �� �t��p � � F 1� yF:`��yt.. �_ . � • � �� � +^C!� c"Ok'�'rr'C��joha Sfctr�' i$�� 3 � . 4 — . u � 5 ---- � i S w 6 --- b -.__. 7 T--- 7 ..._ A '_' 8 ---- Fnd af bcring a� ;,t��, feeC. t;nd of barin� at d,,��� feeti 54�;�dittg w�ter table: Standing s�aCez tabze: ?'resenr� at � feet o£ dep;th� Present r�e feet of depth� .__� haure atter boring. � hours after boring.� t�et pteaenC in baring hole � Hot preaent in borinR ho1.e -�._....• N.otc'ed rsoil: Nottled soil: � Obsczved aC � 1 .�` feet of depCh. Obaetved at �%C�G feet of depth. FoC pcea�nt in boring ho1� �_ hot prese^t iri boring hole ✓ �bs�_rJatione and eorcnenC9: obscrvaclons snd comments: �.� " Il�£i� r+�eyr.r (/ / � �7• t�I�pl;�: �;�f.- i .- -_�J : fk: l ��y :wt ri^ r�. �+.� �esign Informatioci � btdraon� Tvpt I homz with a 300�pd estict►ated �"Iow. � L}tl�er S�stecn� To r�duce t��e costs of rnaterials to be transporced!o this island hoz►.ie,� I prefireatm�r,t ��i11 be use�i Oth.er systems requtre a :1o�a measurem�.nt ? � device and a n�on.itorin ;�lan. � I ��;�t~—�c Tanl. A 1500 �a!lott, 2 con;�arrtrr�e��t tank i�re�uired or!w�o 750 ga!!on v ` � tanks ca�i ba used �ffluent .k'ilter -��t is rec�vm.mended tnat an eflluent filter be instalied on thc septic tank � � i outl.et to re�uce so�ids to t�ie peat filters. See the suppiiers for filcer � '� � recommendatiox�s � Pump Tank#1 � A 500�allc�n tank for dosic�g tt�e peat modules re�uire a control par.el I � with a prograntmabte timer, io�v water cut-nf�'ffoat s��itch and a high � water a]arm + €'rat k'i;tcr � 2 sealed B�rcl�'a Ma��:i modiiles a.�e requiced for this hdu,se. rr.Ey � E ���ill reduce 1he separation betwecn tha trec�ct�bottc��i and the � ____ _ restnctive layer by t�•o feet, ; Pnr��p T'ank #2 Recei�es hy gravity pretreated effluent from the peat flters The I � f et'�uent is then pumped �7n deinand to E�ressurized trenches for final � � t�eatment. � I Ilraintiel;l � Sized fur clay loani soil Finai disposal.is throu�h 10 inch.gravel-iess� � p►�e. Trenches are spaceu 4 feet on cen.ter un the east e�d and 3 Eeet G + ' � i.,�ch�s oci center Qr�the west e:ld L'sing an 1$ inch wide bucket � u'ou l d teave a rnini.a�ucr, of? feet of uz�disturbed suil bet�i�een the � ! trenches. Excavate a m�aximun�of 10 ir�c?�es deep on the slope side of' � � � the trencr. Each gravei�lcss pipe u�iU. be fitted �vith a 1-I/4 inch PVC � __ _ � t�ipe�vith t'r,e re3tiired ►ianiber ofpe;forations for even distributioct�j �t�intenat�ce, ��lonitortng antl �iiNg�tion i't€�n "fc� �erx�ait� in cort�plia►ice, the 0lvraets of 2ins system uill need to hire a ]icensed i»s�ector to ir�,i��,ct this systern two tEmes a year. 'Che results arc:to be ieported to the City of Orortio. C'amponents to be Inspected: kst�ti� Observe�tic,w cued�uring device t<, determit�e if flo«�is less than 30�J _��1d. If rriore, resn-ict „-ater use j ; Septic Tank , Check scum and sludge IeveIs. I�excessive build-up oceurs, have a � i . ____ I licensed�umper�u� ouc tanks. � ii'i`lueat Filter C;ean at t�rne of inspecti�n Y- — �� �('eat �'ilters ; Ch2ck for pond�ng,on top and B�JD �1d TSS l�vels oEpretreated f : I eftluent, Ifponciaag abol•e and high treatment le�els present, reptace I ._, peat fi!ters. ',��e•ain'field Check far excessive Pondi�jg witl�in the pi�,or SurfAc�.clischarg2 �f� � _ ___ __ these occur, rcduce f7otiv or add dr�in�ield. _�� � 1 . - .. . i/+` ' �•��•. . . � _ . , ` �+ '. ' � • !_; c�t ��l`� ()r���tc ;�:���:��c� `I�, .•�t�j��Ytt �'rr}�r��ri� .`����� f�����€��; � .c��; � _ r------�--- --------,�- `�` --- , - -- -- -- I CJ�enU:lddres _— _ __ _ ---- -- —__ ____----___-- ._._______— --- - -----.__..__ _ " ' L:c�al Ilescri��ti����;GPS: t)are: ; � � ` , ` � __u 6`�G��,; G�r� �J �` / l .��Z/�, j �� � �F� .. � ;�' Soil i'arent ;Vlateriat(s): Ti1i Outwash Lac�strine AlluviE,r� I.oess Organic NIatter [�edroc#: � (circ(e alf that app[v) ., Landsca�e Yosiiion: �ummit Shou[der Bacfu'Side SCo�►e Foot.Stope Toe Slo�e � _ (circle onc) � _--� cn tiegetation: - -- Sosi Sun�ey Map linit(s): --- Slope(°fo}: � r� I I; VV"eat�er conditions,ri'irne of�av:_ � _,_ __,_ _ Slnpe Shape: � Sacurated Soil---- --- --- Depth(in) Texiure htatrix MotiJe Ftedox Jndicxtur(s) [---- Structure— I j--�T_ Color s} Cotor(s Kind(s _.)� __.�___ (see back) ShaPe Crade Cousislence - �- -- �---- , - -- ----T-- - -- � � lirn�ila, Mass�ve T-Lo.,,i � - 11 � ConCCotlation5 Ylacy 1�'cak ' Fnabic � i; �l s Dcple?�ons � F'-IocLy Madcratc I irm Fnsrnati� f - ----- - - C'rleye�l Su��ng Extremefy rirni J� ! S�aglr<irain t.ncise R��id (iranll(ar —�Massie•e ^ I.00se / J - r Q � � I' l � � �— -- 1 C:onCentrahon: � - -------� Plaiv -- y�a"�, na!T`�--- y �.__... �___ I ' a � � V �` ��� !f j D�pfc;tiu!is ��%�e::��''• I Mi�deratc � Furt � ` ' � �IeYed r P�is�na��� I S�rung E?xtreiaely Firm � —t ---- - ------ ----- Sin��lr(�r.iir. i.orce F:it>d _�"_� ��+ R ��ranieSar i�tass�ve ^� Loosc !�_ �� � �, L � 0�� yf 7. �;-�Y`� Concenrratcon, AlatY � ��»t,i� `f r'D i�� �.�letions � �f�oe Mvderate ' F� �� <iieyed Prisrnatic Str�n£ �zvrrrr�iy'rirm — --- — —_ __ _ ._ _ Sin le Gram Lc�ase Ri id � Geanular Massivc Loos;. � � � Concentrations � i Flaty � Wcak Fr�able I)ep�etiUns Hlexl:y �4�clerate Ficm G�Cyed Pr�smatic Siron�; Extnernely i��rm ----- ' _— ---- ----__ _ ,__ Sio�la Gra�n Loose Rigid _ —�'---`-- � Granular - Massivc ; Loose . � � Gusi�entrslu�ns � i i'I�(y � R`eax �. FriaWe ----- ------- -- _ ---— � llzplet,on:: Y.lor.ky A7oderele F�rm � j � �ilcyt,'�f Pns�naiee Strong F�x[rCmcly F'tm 5in�k G;am L,uo�e Ri�icl � � � T-- ---- - -- - - Granular �1lassi��c 1_o.�se I � � ConcCntrahons ; Plazy Weak Fnat+lr j � I i?c�lef�un� � �����,r tilodecat; f�irtn � i-- --- � _ (i�e.yei: ( Pnsin�ui i Stcung � ExtrFvtcfy Fiv�� { —�--- -- -------Z-——-----1— --�- ------ Sm[=;c lirain i t.o�zc I Fi id � —1—�---- -- —-s ,� �rr�rrsents: —_—,__ �..----- - � � _ . ' , l . �..: .,r �;, • • ,� , . - , , �' d�f� '���' ����s.i�� Serva�e ����e��irryc�ilt Yi-u�ram �c.►a[ i�or�n�; �.�a� - Z .-_.. �___ _ �-, — - --- - � � - ----- .-- __------ --- ._---- __ _�_. (ientl :r)drrss: ----- ._____. __ _ -- + 1 I r�:�C Dr�Cri�CiO�t/(.P�. ---I)dte' _ ____ ________...�..-' -e ! �G(i�ff S(i�S . � / � ,�, '/y �,/,'" /J/� 1. y, �I,�r,� ' �! : 4� i -� �-----— ----— � ; Soi!Parent�VEaterial(s): Tilt Outwas� Lacustrine .41lca�ium � Loess nr�anie il9atter Bedrock M ! (circfe alt thaf applyj Landscape PositioR: Suinmit Shoufcler Backl�icle Slope �oat Slo�e Tae Slope 9 (circle onrj -,� �'egetati�n: �- � - --- cn Soil Survey Map (Ir�it(s): SEope(%): � ( x , �eather cunditionslTirne of Day: Slope Shape: � ; =-- --- --- —_ --, - --- __ —`_�_. _ � �e th �n Saturated Soil P ( } "fextu�e Matrix ti7ottJe Redoi Indicaiar(r} I ------ Stractur� ----i �--- ..�__ _. _ Color(s Coto s I�ad�) _ (see back �_ SLa�e Gr�de �onsistence (iranu:ar n4asstve Loosc 7 L. -------�.__--- �� ���^� l;onccntrai�ons Piaty ��V_ �t�a'� 1 f �- D�pletion� ��1 tv[«Tc�a[c Ftrm L Crle}'zd � FTLStTi3lJL � Sirong �K1fP(HG�}"f"�fTf� � r--.�._____-_-_ t I — --i ------- ----- _ ---- ----- - --- Si�nY�e i�rain--- _�Lo._ose Rf iJ I �/ f �--- �Cirn�alar ' Ma,9srve ---- Lo�sc-- - _ � �• ' �' , L 1 !� y,'� `� ' C:��ncentr�ititm.5 �;Htv �.�� � �sia,�"i,.�� � i t � �! f)e�ict�<ins ���c ? �l��cicK�tr , Firm ; Ci�eyed � Y�isnta�ic Strcx�g � �uemety H�rtn ' — - --"— Sin le(:rain v Loose R�i� ------- - -— .�S- � - - -- ------ y �� (�ranv:er Mtassive Luux �L.� /� / ^ ��- Cc�� Platv W�k Friable ` � � (.._L 1� V'.1 (1./ / r ' �(!. ilep e ions I o�.;T: �T atc• F�;7ni 1'G !�c�. � G1eyc�cl Ynsmat�c t►vng E.xm;neiy FQrn `- -- - -- -- — S��le('rrai� __ L�wsc Ri i�d_^— '3�,''�, �-�� Ma�sive --� I.00s� �������� 5�. �� ����/ � 5�� �f ;��,�`��«������ � E�� Y �.�� y� f � ' ' 7`3 � i7eplctions Hloc&y Q��q,rr Fircn ! (�(����d � Prismatic Stro Extrcrnely Fum " - ------ ink e ,ra� sc Ri�id --- --- -_ Uranular A•Taai�•c� �o: I �`1` � C� � � �� '� �'� �.I� �t f �:�nCen__t a iun_ F'laty Weak 1=riable J � � J '� � ( +` `�� � I�epletiens �Eock}' Vlodcrate Ffzrri # (ile�yed + Prixmatic Stcung � Gztre�pely Firnt f . I — ----_ _;------ ---_.___�—_ T—�_ Sin e r�t _ cxise Rip.iQ � ' -� _ Grsrmlar �dassi.�e Leose I ( Cunccr:F;�Uons nEary W'eak !nablc I � I f�cpletion� i t31xk�• '�1ocJccatc Finn ; :ile},Cd � P��sc�iati� Strong F:xUrrnrly Firm �----- — —�-- — � Sin!Ie Grain Loo�e Ri«�d r ------ ----- - _ 1 _ --� -- ---- -�---- --- Comrnents: -- ------ -- _— — — m w �;Ui�- .- -��7 FRI 07 :�1 AM P. O� LOAa of So1l DorinAa - �.�-,..-�......mm Lv��bticn or Pro�ect t+���1 J �' �.Q�p �`�'�T:'��.'���:e.r'C+- ._..., � 80:1�1$9 L�s1�de bJ e1t'r�ti �A�eltar Dete `J1��, Cla�ciifieatioa $yet�eia: MSHO ; U9DA-SCSw✓ ; Uaified ; otheX ' �� .tc�cr ueed (eheck two) : Hand �✓� ar Pawer ____; Flight �� or BuckeC �; other U'� Depcy, $orl.ng nu5b�x a Uepkh� Borin� nu�ber L3 �� ^ feet Surface elevat�oa � fEe� Surface elevation t� `.'� -• 0 _. i �y,�l �U��.t i o y� z.�� ,� �o�.h► ;o�-k '/1.._ . . 1 —, c; _�4!�iy L rr�h� /0y�,@ �f/y � W.y�-��<<.r.� i0 r,�'`�/i. w>.���+l ���C.�t1 �., S r �/� C.��t c�,. l m.�ry� /�7-,�'`%r� .; _. � �� �r7 2 --• �ln� �,r����z I D i;'lL `�/y� 2 `-- 1 C'r'4 �/G� i✓?iEy i2.. , 3 _" 3 ';,.,�_..,... � ;� . ' 4 -- • t� _..-. � 5 — � 5 ..� � 6 __. . ( g .,-._ 7 ..._ 7 � , 8 •-- g -� £nd of boring at _ 3,�' feet. �nd of boring aC ��i feetj SrendSng water table: Standin� uater tab].e: E'resenc; at • feet o£ depih� Present aC �� feeC of depthy __�_ houra after boring. _._____.� hours after borin�.� t'oe present i.a boxiag hole � No[ preeent in boring hole � N.�e[led soil: Mottled soil: Observed at — 1�3� feet �f depCh. abserved at � feet of depih. "aoC presercC itt bottng hole Noc present in borinR hole o�s�rvatlons and cocxneptis; abscrvations and co�ente: DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ��� � PERMIT NO.�I I 3J� COMPLETED ADDRESS r�`�'�% i��Lfi �S «� OWNER � P TELEPHONE NO.C€?�r�'�3a"I�$`� CONTRACTOR ��� � '�X-C� ��'�'�"/� �" >; DESCRIPTION � � �� C i �� ( � 11� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ EPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI �E/�P IC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU` 1�6�NO � COMMENTS: � S� -r- i� r�c' rL� �� l�A-�f � :�. � 0 '' � `� � ��--��ue � (��� f-�'�cc..�s � o �� ��� � �� � ,�s� ° � S z�� �-l�. � �'�S Q z �� �c��t �; 1-�e�S W S� r W � ._�-'i-,�S ;-� � c�c-� !� 1�c�r I�c'S(��rU. �c' � a �CS='� i N �( �'—�A�lc��� W �ORK SATISFACTORY:PROCEED ROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�� OwnerlContractor on site: Inspector. ��,,,��/�►1- White Copyllnspector's File Canary CopylSite Notice