Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2003-P06517 - new septic system
CI -Y �F R PERMIT � �N� Permit Number: 2750 Kelley Parkway- PO Box 66 P06517 Crystal Bay, Minnesota 55323 Permit Type: s�ri� (952) 249-4600 Date Issued: �isi2oo3 SITE ADDRESS: 585 Stubbs Bay Rd N LONG LAKE,MN 55356 PID: 32-118-23-24-0006 DESCRIPTION: Proposed Use: Residential Pernut Class: General Pemut Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolurion#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Burns Excavating OWNER: K A&D K HOLMES ET AL 2615 Co.Rd.21 585 STiJBBS BAY RD N Watertown,MN 55388 LONG LAKE MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICI'COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. /rl a.�C. C�►�v APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(SiQnitures Required), 1-Annlicant 1-Monthlv Renorts. 1-AssessinQ, 1-Finance Page 1 0�/14/1994 22:0? 612-934-6585 PAT NIMMERFROH PAGE 62 � �un,-11-i�05 IZ:bpp� FronrClTf OF ORONO +152Y4�1616 T-61A P.002/008 F•3'3 C1TY0�'O�ONO STPMCSYSTgM p�'�'��'Y�TION BoY 66(2750 IGelley Pstkway) Cry�tal Bq,Me� 53323 o��n��D�.� $5 �l s � d r�"fl J Oecapu�''h'pe: Berideati�i,� Coa�ma�c1�1� Othar� pe,nait Type: l�icw vr Reptacem�nt 9y�tem i1Q0.00 yLepslr 6�sistip=5�nteia t 50.00 ('r'�ab oc DralaReid) 50.50 State�urcb��dded to �bove te.a "' See fee scbeaule toc aoa-raid�nt�t Pe��t fee� � Phone Numbe�� � b •37 3 . Ovvnar's Natae: $ Msilio�Addreas: C��'�— �p� • I Coatractor'r Nsma: Pbvae Num6sr: � Msiliag Addeess: Cily:��� x+�h Zip: «*�p0 NOT MAII+pAYM�1T Wrl'H'C�S APE'LICATION''�"" 1. ApPlicaaoas fo� sepdc'y9tem permits may be a,ailsd or submitted io penoa at�e City p��; ���,p�mits will nvt b�mailed ovc 'T�u pe�mit must be pic�ked up in per�oa . at the City O�aad werk must aet begia unleas the pesmit cacd is a►the job site. z permits wilt be isaued oaly to cAntracoor�hold's�g s Mianasots PoUutioo Coaanl A¢�a�Y�CA)S�ptic Syster�n Yasnlless Lioease. 3. A!1 work=auet be doas in accordaace with the aPProvvd septic�ystem desi�. Dasi�a rapons uc not coasideeed appcvved uale,�s accoaipaaiod bY the "Cit�► of Oron.o Sapac Systeao ppp�val" cov�r sbeac sig�►ed by tb�City Ia�pec�r. 4. Tbe tollowin�inspactioos w�ll bs requit�d foc s11 septio systems: A Prainatallatioa�ite iuspe�ion to iaclude in9pectnr�iastsller,aad 8aaera�co�tra�to�. H. Taak iascvlatioa prior to co�eriag. an is cc uind eRer C. Daiafiald trench installatioa prior to cove�ina. Fot mouads,iAsp�di 4 roagh up bat prior w aand plscement(s�nd will be�er tocted for silt co�ent),aod a�ain duriag p:asaare distcibution piping iustalletion ia ths roek bed• D: FiaaJ iaspoetion to vetify prepor ffinai eova dsptha aad w v�rify tbse all p�mp sratioas (where te:quired)eomponont�are R�aedouai aad coasply with wdes. 5. Iadividua!halding 1N�CAInstallers Livease shsll be preseat duria�a!l ia�pectioAs-A 24honr aotica is reqaired ibc aq i�upmctior�. 0 �11411994 22:07 612-934-0585 PAT NIMMERFROH PAGE 03 , aur-11-2003 13:63p� f�om-CITY Of ORONO t16Zt4o181E T-618 P.003/003 F-353 N01T: Applica�nt aiust initial all spaca. F�ll in all appropriste blsoks aad check all sppiopriaos boxes. 1. Y have received o eopy of tbe system desiga incladiag the City of Oroao Smptic �� sYySe��►PPcoval Covsr Sheet. ' . Z. I will be i�utalliug the followia�: �„`_W�h A Tauks; .,�„Precast ete �a 1��c�.1c�' , Te�k Capacities; 1)-��. 2 3�� B. Puasp Ssstioe(if tectui�ed c.> puntp trake&model � ��a a pu�p curve& lit�ecaWte); sy9tem desig�o teq�tit�es Qpm at�feet of head. . High watec eJarm auks&m�odel . Outsida electticsl work to be completod by itisuill..ert electricisu other. . � �5 IClttc.�ri'c. . ��t s��� . �_Tt�eaches: _ s.f. �Mouad O Depth o�rock belaw pipe�_" Rodc b�d disnsa�ion9 ' x ' rDrop Boxes Sand bed dime�ioos ' x ' __.___Diatribution Box Pre�stue Dic�Pipe D' " Msaifold Pipe Dism. ��' ' � I). Picu�l Cover/Topsoil w be: borrvwed froat sita I � (show loeation ou sii�plaa) vuaked ia Theundayi�ed he�eby appGes to the City of Oroao forissuanca ofa sertic system io9lstl�tioa pmtmit, aptoes to do sll wet�in etrict accocdauce with ordinaaces of t6�e City►�d thd regvlations of the Srata ofMira�ota,and cettifios tbss sll sut�ents�ado on tbis applicaRiaa are compleee.trus aad correct. Si�n�pae o[ApplicaQ� Daa:, �P'� �'��� �,L�No.. I g� " � -------- st,n��t�►: Appro�al �.�vu Rwiewer: V �''�� nate�� �" �Z--O� Yteason tar D�ai'l: _ �,� �;�� �� � � . ,��� �. , ���„ , . � , � ���.W» � 4 �, p�'!;�i ,r ...._ ,..maro+.,.. .,�'�� .. ..,. -�-.....m..r��w<e ��<' ...'�. �•. ., ��� ,. , .�^,�-k .;� �y �k'� �I � , £ a �}' �s � .. �<. .,, ;. ' i'� q. �. ++a+�..: A . � � g� ��� � y,,, ( � .�rinlfll���I� � � #' �' ��" � , � k ` �s. ��� ���✓ � � j /� k x3� �" � �� t�. � � .. . . ��� ��� � r : r. �.., � ,�r�_' �. , - � � X x �. � � �r �..: ,,,A "�' K t = .� "` "''r" `��,� �r'�:'�..+�a r � �''�' �t� , ,� ���, ��� 1� p ��� r,� ^.� ,,,, � � ,r�� , �,t" �rs� e b �' � � � a €�' .�. ,�. �' �, , ��' `�- w •: ,a ��: r .'`"�;��^y�,��� ��„�� x � �X � ,ai'��°�� �..s �€ ,.fii ��. �"�� � ,qlr c ,.����`x" -r..�r. •�y �.g�, :--'+a�` ' . 4 r .�: ,r;,�:���R����,f 4��*� $1Y .F'�r ��. a1,,'� p f �. . _ . ��� �•S '�w ,�'^$"�++1�' �' T'� �,'a:!-s .� i�t a M?"�Al ,� �'< � � ? ��.�asrJf � > .. ��� � e '��rro*�E.iy. '7',_i��'^T`^?v`�^� �'�& "�'�`�4"�'"�'a" �`� °� " ����J' �+dt ��v� � :. ..�� ... �. ���x� � , .�+.x�w►� � ',�„tr, ������i •� w.a'"�"�,� ,r'.6�°'"�*�y� �;�,+�t°'� �r€ +;:,y1�.`„'"x '�y; va o�'�'A�"_- .i ,�x �a. ,�,��«���v'� ,� r_" ��. «. �i� .;�w +�. 4I � �' 3��. i � ��,; � ,�� �+, r.{, �. >,�;,J� L►'�:.,� . " >j _� a�'• � " �` �� . �� '��Tl{ x { 3 g' i 'A' � '� > . , ���4� ���� , �t�� ,p d !, �,��._�'""�w�+R^' b» «��LS�.� � �f � ,:"� � f .. �"'� Y,..:J,� .rv " * R � A:� ,b. . � ',���•.R�s��� '.,�'� � �'` ` I �j t�'�t�� ��X,s R's' ry *Yy J�'"`'#+��' �. �'' ;Y..=+� �S � �� s '�'�� > �s .�» �� �,`,,�r �` ��r s� �_,'� �+f��"�z�� ��, � ...:, � � t _�,�"'.;.'�`�. f����r .. {,;,�"'.� `� L � „�,aw� $:;�s�, ;•a «'� •�4 r �„�.� ��+""„� :�: „� �� �..- � ; & �., +�n ."� :� .� �s' +. a�%�, ��« ,�. �..g � � �,� ��,�� �;'a � �K�,..e ; o��k..~ ! .J� �, .,,p. °t.. � 3' , �'��,,,�'� � � 4* � � a� F �1�, �� ��'- � 'y, v , �.�g �r, aw j �� ' s 3 � . r� si � � . �' - �^ 1 r ��, � *t° �>°t >aw� +�. �t��#�F,.`,�� �� ,� f y �' �,��` ; *,,.,a,� �. . "+' �`� �t � . �s t3 1£ � '� �� '� +' � �r t.� �.�g'�4 _`g �'�.d ��� .,es� ���'�� ' ,�`�, ��'i.�� �w:�a � � � . .. °,t �.�:i <4y �. •'� {.�«.g�'� � a : �' � � } � v a a .`�,' � � I'� � � � : � ' �` .�.„„�. '�� ���P ,�'� �t £� � <: '. �� � �r, �",• �� � ,w.4 ..�,� �a:t,,. 'a� ».�° � .. �� w^.,� �"� " �� �. � x � . . � �` � �� �. � ... , i;S. ¢� '�� ' �Y�4�� �'�. � _ . � »'� 4 `�s,f s� � �i, '��t- 4.� . . . �.T-. ,�'�".".v *��� �'u. r� "F,' � AH� N �'�4't. .� ".. � �� �� e ':� �'c�` � ., . : ... -?�.."�s.'�,=�%"" �'; f , v . . x "h� ie �� J � ���". s a� � ����g `� �; � � �a � ��� -� � � � �� � � � �a�a.�P Z *" �� t�$4��a.; y �r � ��z&� � �-, �f���` �14�..r�y�.„ * q.'�, .#,.y d'�"�� .�'�.+tM �. .� � ` - ' t � '� �.� � a a r i?: �� �a��. ��r�,?,' � ��� � ��° ��� r . ":.� �.� � " .' a �t° '.,�.+ � ,� � �" i� q °'��m r,��:. .���..� ,#r�a ��E�-��, �.�� °"'tr� �� �, `�.� � 8� "�ay A` '"�� �, . � .�' s . �,. a�� �� �.^"' � �°w�a� a�' � �„ �. A .. �Y es� e,jj .�x'�� � � 5��e +�';�+�� ++�� �l �.� �`�;rr `., t �,��,: �� g�$,��Y .,��i'". ��%l" ,K� }t�» :;,i s� � �nta 1'' �w + ''�.,,�"R ah..�"�. � � ,e '�'� ' �rr F"."` , '. ��f.[��p� �a�' ��kr� �� ':g y�,,'�' .r �1"'e s�a'.� � v � �`� �'ka+�r �A # k<�.� € � '.�9r° 4 � '.tS � "a3_ ���,�iE f �;� �_{ 9, w..,y�-' t ,e-� s » rt c. .�.,. ra�As».-Y `,w+- �.r- ,v-» �v,��� ,b.o�II�����_.t�i...wa:,a�-�o-��,,.,.....� aL:� „,<.: ��AFs.*r,ta�a.,.� . �.,% ���-��.�+ .���:� a. � .�' _ _�`� .. —�-5 S�;�b�s ��� �G� /v , 5 y Se��,� ��� � -`�—v� "�" '� �� � �;" '� � � ,�, � � � ,�s� �,I �� r � jp £ �°�� a � �.� �� ���I���'W e�� �� „��.jww � <<� •+y'� 'f�SR&� �� �� ���ra �ii, ���� e �uP � �,f � �,��,� � ``�' �.� � �''a�A„ ��� � �4 � . �v� i� ' >M �} 8 �� �.F '� �, 'x � � ! r'K r�@,' '� �- �. N5`�,` .h�� :. �$� }'t>� � M` . �� � �F A ��� �& . �� •� `F =3� . � �,.� .�d Y.. �.. r�1� ��.. . M ' y,r.� y�d ��� �,� Y � �� � �>- ,� �� +��� ��� ' e} ��d� '� ����A � �. ��� ����... : � t� :� �� ��� y t � � � � �' ,_ks ��..rw.i �`�N � �Y4 6 i`��ay'�' °'�^,x Y�,(� � ���.. � � C�"^ � � «� ,�`^� �.t � � � � �"v�B�`"'Y' �'� -��L' �^r+ �; -"� � � �: � : �.v1� 1��/y � �s� '�',ti, �a��'�� . ,� .+`���� � r�� ":_�_ ��^��.y� �r � � y, ;� �,; �L � '� ,.�,:,.� � �. �.: , , � '' I ^'� ' �. '� �e �� '"�� .,���,; . �'�. � W '� ,� .:��f �,# Y �� , ��J r � � ��� � �� �j� ,y �Y���� Y� L �� Ti ��F s `.�^� � ,�"f�.> i� g�. �.' ��, �'� :.� �:��';s;�a � � 'D��� P� t� �a�� � �.. . � "��� � !t r 3�,� � �:u��� t' � l� � �, � av� ��.�e��, :: . � ' , �,..� ' A � �,+'� � � 1�i, ' �� „ i ����14� ���,!, ` i � �' I �IIIN �� ��� �����r�y'" �s., �4 �I��14� �� " � � , ����� �� � ��e �� ; , � '� � ���-.."_`"_-,._—•—_.._..._ Y� J w� �a : �� �� �`�. � � .... ze, r 3 �� r .. �sx'�� �s�y < '� y�..�#�.� :� �� � � � :.:°�' `" . s s � � ��� � � , . . , , w i„ �; �, .x,x' �.. . � M'y,�-� . ��� � ," ',; ��� "� .�4`�`.. � � ;��,��. I!M.' � f d�! �s' �.e7„y f � �` .d{ yR O � � �+ ��� ..,w..,� � .,y^ � � `' .� q � ��`�; �' ��v`� �_ . . . y �a S _A'a ��...,,.,,._._.. ��� � z �� �< �'� """"`-.- � . n � � ;� �ab .. „ �4�' ���� �'i" � ».».. . G. �� � . . '"". ... -'_ � � f �.. � . .... ,x 4 � � �� '�_..... ....,.._.-�_�.,,._T.^ 6�'',� i5.` ,�1 . •^ » ",f�. ' `� ' '. ` ._: �A/i�, �+."... - , ,a� `�, p ���... ..»� �€ ' �,r` '',r ,�r ,_ � '��ai � , 9, s - . � �. �.M � '« ��- o .�� .� -d � .�. � ,�o,��. � «�. �� _ �, �� � . -�! �fi�iw� .»."" S , "�� � � � �� ..�.,. � ;� , "�-b•'"� � �� r «� �� �..��" ��� ,�� � �� .�e:..�� � �,�� � ', .Y '� ffi v � Y .�'.��" �t �.�� � { .aF +� 'A�' .. i T�. �' f„= ��, � .., .. . . ... "� Ag W�rr�" � . r� ° N tr`N`' ' y,;. '° �" � �»' s „_.,�° �;. , �_ � _..� ���. � �� ��. ��" ,.�. � � � �_ �_ ��� s.y� � � � � � � � -. ;'t. � � � � � s , �"` ;z �� , '- �- q,: p �i�� i . .. - > a. / ��i .+,�.�n ' : r,,^ ` � � � .. = t. - ,�. �'" �� '�� y 'e' '� . � ', � ��y � y��' � f �'� .,Ap>� � .. � .a' �`�.� #y�.Y � �� a� ��, ' �.A#^-1'�°° "µ.:�„<'swu..,b"S'P"BW��� i%w� �� �� � � � �• ���. e� �nYx� � r�'n , :p� �^i°w, ���2� °�'� [ p .� p � �,>�3.A� �yt5+5'Y�%^� ��'c A �'^ �v �'�y� .� g$.�F �� A�w .,� _Pa'g �IX� � ^ 6. � � ` o ' ° q� .Y�r g.� �� +��i�p� .s�'�� �'f t''d4 �q'�.„{ ��'�yp ¢ '�. ;� C� y 9� � # ��4,� „�,w� , � � '`t '� ..v,° �. �s, � ��� Q � > ' � �,�' '��'' ,�'rv' ,£ �c,�,��', . .y...�a.�'.w.:'-<''' x<� C���^ � s t°° k ' �r�"I �t � �` � � ,,,�, � �'��6'" �,f���x.,� -��"" "�,€,��'•," � € ��~f �'�J'� �``���:� ����.�� ��� ��� �� a,€ zr°��: t"� . . x�j`y". ..���'+��' .. . .,� r w� € ( �:r,5.�y„ , . ��, �� � � � f�•���� •�� ,�.. � �,2. . ��� �� � � . s �. .�. .�.T. r ����,. » � � ��:� �., ,�.� ,.�,.:;� ,�,� P � � ����� �"�� ���r� - : B. ' - d C. `�� A ��, �.�. � �y,klv��,� ;�� �' �: ��� d. ,�� . .. . 1�r' �.,t�",d � ._.db!.`.ix+:�`�F,�`„}Y�;'�3�.':a v�����. , . .. .,_ . � �� �,,,� � � � �. _� � ��� �� ,���� � �� ;�� ��� � ��� � � � ��� , � � � � ��� � � � ��' � ;;��,_ ''' � � �. � k ��a. ' i���� � �� �.��� � iA � ,w+' .'.� � .�� R" ���� ��e�� ������ �� ��� � �p� }a�. � ...�.� � � �. �� � � ���� � a� � � � ��� �r: � ��� � : � � ���� , a�� ��:. �. � �� ���. ���, � �, < ,: ` � �„ �� �� � �� . , � �'°'�j ��, � � .. ',: �,,,�. .vr� 83•:k � ��'aF ^y ; " :#� a+a�` �* Aa^ 'i` �` � ,�;,,,. ""`�� ���,,�,r�w ���_'a'�'L-���.�. '�`��'°+'�tE' +I +4 �! . � ��' � �� ' ,�� .��� �- ��� � � ���� � � ����k i�� � fd`���•�ti��.'�A'��1y�y �(��`�I�lil��t�� �I�ib1°�d� � . 14 b I II A O�Illll�f � ' =3�° � w �.: „� � ��� '�� ~� � � ;�:` �, ' '»�'� `*`�° �^° "�<;.,�'� F� �W�� � " s�» �4, �� �� � �Qw ����� �� .:.�� ���� ��� � � � � �;�. � �s �''�„�:� ,�+� �� � �..�" . J" t�_. $x � ,Y'� �'�, � $ � -�� ���1 '� � ,± . � : � � �. � ` '�R^, -� .�aw �,�., ,�v M , � "& �'. � ' .�a:� §i � a�..� �' ''" *�' � g g y�, r 3i�a4� �3 r-.r � �'� �,� y�.- �i.�,�. ,�a , "'� � + _ * � ,s � ."� €�,g. "� = 3f �-��e* � '^� ���,. �i �'">, ` i �". ��< 4-��.,�,,, � � � � �` y. ��, � �' "�,� ��� a� ,�'��, � »��� '� � � a� � "` ,�'�+ r �,n � �y ��° . � . � ,� v � ��� °"��`"�` •�%•� � ..M � �� +� � °���p� ���+* �=�. " . V ; �. �� > �,,� y ,�€�. .� � r` � � E � ' . ,�w rt '�.r�� .� �'"y�'Mv.�.,� �a. � �� � T�i �� ��� r�� .� +�.•.. � "• �x �'a#'g��. 'i;a^t�h . t$'m'c .�,n � �-� ✓�/�.` ."(�:1' e � .� �e P.' .. �R� �.� ,1� Aa . # � �+�' '� ` �. `� � . aff� 4 ��� '�,� � � �E ( .��' � �a��: � 3 »�„� ,� ffi ���� �"'? .+��k � ,� �o � �..q ��� �� �" wr��.' * d �o- „a :�*' � '.,�,Y ��z :� �°� ,�a: �- � � '� �a..� �� � .�'� �`� " � �.K'S�# �. � � � � . �' ��r .- € � '��; ,� S'" � � � �, � �� +' �� �` . ,*� i»•. � , < .t� '. ,p^y�� . , " � ��, ��'�'� �r'� s. � �,i,, '4��'' .�;. `��- � � ;� * u ���1�I�� " �` �� ��..I� .��,� � ��� ;` � � _ �� � ,�d � .� ,„ .��-� ,e�;,�''� ,��:, �` �� �"J� �',.� � � � } �s �' `i. _ N`w'"�'�� _ ��'� � . ' � �� ,,� •� �� d:� � . � �,���. ���„ <'. � .° r V. ,� � -,�" � � `.k ,,,�. " �� � � � � ��� c- o�� '�; �` ti �.^'� � � ��'�� � ,,,, _ ��� � � ��� �;�: r°��r. ,',iC'='"" '""' ��" � ,. �� ` . `g`",��. ... .. . ,: � ,.:.�, -�� 4�;'°���� � "��' , � � ���,-;� `��� .f'"'�',� „ ��� E^�..� � � �, "',�s _ , � �� �� � ; � ,,:a/ �"�`,ri ... � � . �f �9� *� � � . q'� � »:���.r , . � .. , ��'�'��'��'� fy,�� � � '"��M '1 � �^M.._�.� ��� ... ....�,'^k.__ l ... .. . � i� . � �� � .. . ;a� .-r�.+e. � ."�''�r� 1 r�';� � '� a _ _ . _,w-.._`..,�- � � B ''�� °�...,rb '�b'; ,� � �r , ��� � � � .w.,. ��,.- .����w^� ���� s-�"� � � �, ` �; .� ,, 3 � ,�� .. <. � , �-.,�_,��"�`�" ` '��»• �.�:,w� ,�y .:�Y'�v+& �,..�, .�.. 5� : � �. �.,,...,�.rw.�uf# .,q,�"""�� a j, ��� p�'` � „ � �� <> .� �� ,w" ^' , . ..,��, .,.-w,n«*��:.=,,�"'.,.+�.,.iK, � � < �'.: .#..✓' ' ���s�j �� ,k' .. �� �,d ���.�.,� _::�rwa. '�'��'�'�" � '��'-� � y.' � �,. � ' +t. ��"�»�°`�- � � �q �� ��.xp� �� � �� � �ie f '�"� �� �' .,c�" � � i ���'�`� �� �!� ��a ��' � �� � # .�� ), � k;'�� . �'°+ �- .n '�A i �'�.y.��rf'� � , ii ... ,^�y� ����r �` '� � �,� �' �'�"..,, � � y�a s . t o ;: r�,- ;�, F � `� � �� � �+' � h ,�jf '� � � � �oA� � � � � « '�' � � �k�� .�.�'`d��_ak',•��+�:������.�;. ;,>„ ..... ., �.���"' . �R�.v>„� � . . . . . ' '€���.:i 2 s - , � . , • J,. �/ � . � ��.'1 �, >�.�IIJ sg ,� . � � SEPTIC SYSTEM APPROVAL o Q� a�a � 0 � � 0 0 � �,,,, � C ITY of ORONO !4 Municipal Offices �� / G~ Street Address: Mailing Address: �`9�i'EggO�'� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Kevin Holmes Phone (Home) (Work) Address 585 N. Stubbs Bav Road City Orono State MN Zip Site Evaluator Pernel Hent�es State License # 2064 Phone# 320-238-2343 Type of Establishment: Single Family X Multi Family Commercial Est. Gallons Per Day 600 No. Potential Bedrooms 4 Slope: 8% Depth of Sand: Upslope: 18" Downslope: 26" Soil Sizing Factor 0.83 Perc Rates P-1 22.7 P-2 29.9 P-3 20.0 P-4 29 P-5 P-6 P-7 Restricting Layer Depth B-1 18" B-2 20" B-3 20" B-4 18" B-5 18" B-6 Type of Treatment System: Standard X Alternative Other Performance 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 1000 # of Tanks 2 Lift Tank Size 1000 Pump Brand GPM 28.6 Head 18.6 Treatment System: Minimum 500 Square Feet with 9 inches of rock below pipe Bed (10*50) Treatment Area 71*45 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 (952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation 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 X DENIED By the City of Orono subject to existing regulations and the following conditions: O�� ����1'� 'h�vy��- }j` �Ur4��/ ��n� �.�`e(� ' �i'.C17 'lc\LJ ti o--: _ is. U�_ �Q �-1�t- �t C�t.., v f v C �-�.:��, �U •S ���;:r t� -,�� �a�s�b�c _ .� gy. ``��� � 's�rz�a.,,_..._ �,--1�-- C� � Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us , _ ��e�agn f+ur �n On-Sit� Septic S�stem �____,=^� PIZEPARE� BY: CHIP'S SEPTICS DESIGN �nd INSPECTIONS �'ernel "Chip" Hentges P.(�. Box �7 Plato, 1�1N 55370 32Q-238-2343 Minnesota Pollution Control Agency Individual Sewage Treatment Systern License No. 2064 For: Kevin Holmes T�„� �„�_��� rc �ESIGNE�� 5�5 N. Stubbs Bay ItQad _`� f�,NY INCR���j�g� Or�rno, MN 55356 OF ��.,..., _ .. ,�.,,�..,:�;`�:TES THl$�, i nc�.atinrs nfnrnnr�cPri ePntir� evctPm citP• �..__..w.� ., �,.�r.,.,_.. .,,.t._._ .,�..__... ...._. SAME This sit� will be designed for a mound system. The site must rexnain protected until construction hegzr►s. This site evaZuation was completed ar�July 12, 2�02. It is a type one dwelling with an estunated flow of 600 gallons per day. A seasonal high water table was noted ai 18 iriches in the ground. A mound s��stem will be required to meet the 3 foct separati�n &om the seasonal iugh water tabl�, as required by 1ViPCA's Agen�y Rulzs anc� Standards, Chapter 7080. T'he m�c>vnd system desiga�area is 45 fe�et wide with a lengt.h of 71 f�c;t. The system will res�uire (1) 1000-gallon gurx�p tank, ancl two 1000-galion septic tanks. Pump si�es will need to deliver 29 gallons per minute with a lift of I 3 feet of tatal head. The r�ck beci in the rnound will require 29 tons of washed rock. The existing tank wiil need to be pumped ar�d destroyed. T'he set ba�k for ihe wel� fram the septic system a.rea must be a minim�zm of 50 feet for both the septic tanks and the absarption ar�a. The alternate site as located c�n the location map, must remain intact and undisturbed indefnitely. This area must rer�i�zed protected for in the futezre it can be readily identified and so indicated that it does not b�come utilized for any other praF��ty ianprovement�except a se�ondary septic s}�stem. Perk t�sts were ccanducted on t�e site July 12, 2002. The fallowing resuits indicate the percolatior�rate of the water through the soil by minutes per inch. This factor is included in the design to indicate the ab�orptian rate, and has a bearing on the size of the system. P— 1 23 mpi P—3 20 mpi P —2 29 mpi P—4 29 mpi General The soil conditions have been established at the test hole lacation only. "There rnay be variations in soit stratigraphy between and around the boring's and interpalation and extrapolation of the results is not warranted, Iteferences: il,........ Q,.......... T..,...ti....�»f Tl..:.m��:4.. �A�fin.,nonf� Anrinnitnrw F�tPn4c,�r�n QATiIIl:P i1V111G JGWi'��G 1lGR4AiJG[lt� Vliavt.tau� va 1�llllllrJ�l�i� <.�y+avua�w... Dave Gustavson, Extension Engine�r And Orono Septic �ystem Ordinance And Minnesota Pollution Control Agency Rules and Standards, Chapter 7Q80 If you should t�ve any quesiio�s ar need further infarrriation, you can contact s�aff at the City of Orono, or me at you convenience. I hereby certifj�that I have completed this septic syst��i ciesign work in accordance with MP ules and Stand�rds Chapter 70II0, local orclinanees, rul�s ar�d lavvs. �/ Pe 1 "Chip" Hentges Licenses # 2064 ���L"I�`��fl�CENt;'#. � � `� -d ����� �c�ro�r�►oa����,�s� �w"'��tw�rr�.r�.�►�w .�.ir� ���«�++�1►��rr��N,►+�rM��� ����y���� .J`f��� \� �,'�--��--���. � ��—,. � f � ' 1���% �.s ;� '�..._� �---..� � �.:� '�`�.. , ,.5 , k1�u. �oc��n o� ' � �Jc�57',�IF� 1�J E �` S�•-� � �ur��f �� Io'� �U�r�►f � l�s1�r � �..• A�.-r�'W� s►� ��a P�a �Z� too� C�u,�� s��n� -t��c�s o 1�,J �� 1 t�00 G a'1�.��) O . . r .-----� _ _. x {�4n�G "'�iJK.. � �.� Ei(��T� ; DP�I.�1 2"' S�H 4U F�F� �/L Pi Q� -- � -- ��e,� ���� 4r I --r� �., ; _ e�r � ____._. s�-z� i /�o+- � s�-3 M '�� a p�Z � . 1..��� � � � sc�4 c� � � �� � 3 Q ' ��oz C.�'-fF.v�Z'�E= .--��..--'"-"'�/"��-_�---------1 • CUSTOMER: Nar�: Kevin Haimes Street Address: 585 N Stubbs Ba Road N ----— City, State, Zip Code: Orono MN 55356 Phones: (H} Work Cell fi12-867-3743 SITE ADDRESS: Street: S�1ME AS ABOVE City _- Township P!D Date of design � System informatio�r New X Replacement Type of system Rock Trench Gravelless trench X Mound At-Grade Chamber Altemative, Other, Perfonn. Type of establishme�t Single Family Home Septic tank information No. & size of usable existing tanks: PUMP AND DESTRC?Y No. 8 size af new septic tanks: 2 - 1000 *' ts there a grindeNe}ector pump used in the system? N4 (Check fcx additional si�ing requirements and compartmentalization with LUG) Pump tank information Size of pump tank 1000 gallons Site considerations Propane or natural gas lines in way? X Under ground electric lines in way? � Cabte or phone lines in way? Buried water lines in way7 Existing septic tank to pump and inspeat? X Old septic tanks #o pump and bury? Septic tank truck access available? T�ees to be removed? Difficult tanic & drainfield equipment a��ess/workability? Other: Variance required? NO Describe: PAGE 2 OF 12 • ' DESIGN SUMMARY 8� INSTALLATION NOTES (Not req'd by LUG,tor instalter u.se� OUND Slope is 8 percent NOTES: Upstope width is 10.6 ft Downslope width 25.3 ft Minimum adsorption widtfi 24.0 ft � Rockbed size is 10.0 X 50 ft Cfean sand depth 18 inches TANKS Existing, usable PUMP AND DE�gallon I New 2000 gallon Pump tank 1000 gallon GPI �r this tank i� 25 gpi Pump size 28.6 gpm at 19 ft head Pump pipe diameter 2.0 inches Pump float tether distance 6.fi inches PRESSURE DISTRlBUT10N SYSTEM No. laterals 3 Lateral length 48 ft Perforat9on spacing 3.0 ft Perforations per lateral 17 Lateral diameter 2.00 inches Center or End Manifold feed: End MATERlAL VOLUMES Washed rock 28.4 tons Mound sand tons Based on 1tt s�nd over(adsorpt width X mound length) 1704 Loamy sand cap 25.8 tons Based on 1ft ot LS over rockb�d area. Topsoil 135 tons 6ased on tne mound foot p�int 3259 x .8 feet 2607 PAGE 3 OF 12 . • MOUND DESIGN WORKSHEET (For nows up to �200 gpd) A. Es4imated 600 pd or measured X 1.5 = gpd B. SEPTlC TANK LIQUID VOLUMES: 2000 C. SITE EVALUATiON INFORNiATION 9. Depth of clean sand req. 18.OQ inches or 1.50 feet 2. Depth of percolation tests = 12 inct►es 3. Soi! Texture Silt Loam 4. Perc. Rate 29 mpi 5. l.and Slope 8.0 percent D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: 600 gpd X 0.83 sq ft/gpd 498.00 sq. ft. rock area 2. Select width of rock tayer �Max �o� ���2a, or ma�c s�irt>�20} 10.0 eet 3. Rockbed length ��r,� 498.00 sq. ft. / 10.0 feet = 49_8 feet Round off 50 E. ROCK VOLUME 1. Multiply rock area by a�ock depth to get cubic feet of rock: 498 sq. ft X 1.0 = foot = 498 cubic feet 2. Divide cubic feet by 27 to get cubic yards: 498 cu. ft. ! 27 = 18.4 cubic yards 3. Multipfy cubic yards by 1.4 to get weight of rock in tons: 18.4 cu. yd. X 1.4 = 25.8 tons X 10 % = 28.4 tons req'd F. ADSORPTlQN WIDTH 1. Percolation rate in to 12 inches of soil is 28.0 mpi Soil Texture is iit l.oam 2. Select allowable soil ioadi�g rate from table: 0.50 pd /sq. ft. PEC RA E GPD J .FT RATIO A > .1 1.20 1. 0.1 TO 6 SAND 1.20 t.00 0.1 TO 5 fNE SAND 0.90 2.00 E TO 15 9ANOY LOAM 0.79 1.bY 16 Tp 30 LOJ1M 0.80 2.� 31 TO 46 81LT IOAM O.bO 2.10 18 TO e0 CLAV IOAM D.4b 4.E7 8�TO i20 CLAV 0.21 5.00 >120 CLAV 0.20 B.DO 3. Calculate adsorption width ratio by dividing rock iayer loading rate of 1.20 gpd /sq. ft. by allowable soil loading rate: 1.20 gpd!sq. divided by 0.50 gpd /sq. ft. equals 2.40 4. Multipty adsorption width ratio by rock layer width to get Eequired adsorption width: 2.40 X 10.0 feet = 24.0 feet adsorption width PAGE 4 OF 12 ' G. DOWNSLOPE BERM WIDTH (Slope > 1%) �. Slope: 8.0 If landslope +s 1% or more, subtract rock layer width from adsorption width to obtain minimum downslope berm toe: 24.0 ft minus 10.0 ft rock = 14.0 Foot minimum adsorption area 2. Calculate minimum mound size: a. De#ermine depth of clean sand at upslope edge ofi rock layer: From Site Evafuation step C1: 16.0 inches clean sand b. Add dep4h of clean sand (2a� at upslope edge, plus 1 foot of rock plus 1 foot of cover to get mound height at upstope edge or rock layer. 18.0 in / 12 = 1.50 feet+ 1ft + 1ft = 3.50 feet upslope height c. Enter table with landslope to get uplsope berm multiplier of 3.03 d. Multiply berm multiplier 2c by upslope mou�d height 2b to get uplope berm widtfi: 3.03 X 3.50 equals 14.6 feet upsiope berm width e. Multiply rock layer width D2 by landslope to get drop in e�evation: 10.00 feet X 8.0 %slope = 80.00 / 100 = 0.80 feet f. Add depth of clean sand for slope difference 2e at downslope edge, to th� mound height at the upsiope edge af rock iayer 2b to find downslope height: 3.50 feet + 0.80 feet = 4.30 feet downslope height g. Enter table with landstope and downsfope berm muiiipiier of: �.88 h. Multip{y berm multiplier by dawnslope mound height to get downslope berm width: 5.88 feet X 4.30 equals 25.3 feet downslope beRrr width i. Compare vaiues of step G1 14.0 ft & G2h 25.3 ft The greater of the two values 25.3 is the downslope berm width j. Total mound width is the surn of ups0ape berm width G2d, plus rock layer width D2, plus downslope berm width G2i: 1 Q.fi feet + 10.0 feet + 25.3 feet = 45.9 R wide k. Total mound length is the sum of uplsope bermwidth G2d, plus rock layer length D3, plus upslope berm width G2d: 10.6 feet + 49.8 feet + 10.6 feet = 71.0 ft long i. FINAL MOUND DlMENS14N IS: 45.9 f�wide X 71.0 ft tong % SLOPE OPE MULTIPUER PSLOPE MULTiPLIER 3TO1 1TO1 3TO1 4TO1 3.00 4.00 3.00 4.00 1.0 3.09 4.17 2.91 3.85 2.0 3.19 4,35 2.83 3.70 3.0 3.30 4.54 2.75 3.57 4.0 3.41 4.76 2.68 3.45 5.0 3.53 5.00 2.61 3.33 6.0 3.96 5.26 2.54 3.23 7.0 3.80 5.56 2.48 3.12 8.0 3.95 5.88 242 3.03 S.o a.11 6.25 2.38 2.84 10.0 4.29 8.67 2.31 2,88 11.0 4.48 7.14 2.26 2.78 12.0 4.W J'.89 2.21 2.70 PAGE 5 OF 12 � � � MOUND CROSS SECTI4N 1% Slope or greater 45.9 Total rrwund width __.B-IGM O�tO�O^I�_..»._.."'_ LS 12"LS 6" L 0 0 0 10.0 ft wide rockbed 18.0 irx�ies washed sarxt �roughe�ed surf�c:e 25.3 do�wnslope dike 10.6 upslope dike � 24.0 Adsorption width PAGE 6 OF 12 . • PRESSURE DISTRIBUTIUN SYSTEM 1. Select number of perForated laterals [-� 2. Select perforation spacing 3.0 3. Since perforations should not be placed closer than 1 ft to the edge of the rock layer, subtract 2 feet from the rock I�yer lengih. 50 minus 2 feet = 48 feet 4. Determine the number of spaces between perForations. Divide the lengtl� above by the perforation spacing and round down to the nearest whole number. 48.0 divided 3.0 equals 'i�.0 spaces rounded do�vn = 16 5_ Number of petforations is equal to 1 p#us the number of perforated spaces in step 4. 16 spaces pius 1 = 17 perforations per iateral 6. Multiply the pertorations per iateral by the number of laterals to get total number of perforations. 17 X 3 equals 51 total numbe� of perfora�ons 7. Determine the required flow rate by multiplying the number of perforations by the required perforations discharge from the table below. 51 perforations X 0.56 hole discharge = 29 gpm MAX(MUM NUp�ER OF�UARTER INCH PERFORATIONS PER REQUIRED PEFtFORATION D13CFbRRt�E tATERAL TO GUARlWTEE<1096 DISCHAROE VARIATION 1N G�AL.LONS PER MNUTE GPM PEFiF SPA�CIIrG IN FEET 1.25 IN PPf'E 1.5 IN PIPE 2A IN PfPE DISC.HFAD 7/32 IN PE 1!4 IN PERF 2,5 14 18 28 1.0 a Q.58 0.74 3.0 13 17 26 2.0 b 0.8 1.04 3.3 12 16 25 a USEt7 FOR SINC;LE FAMIIY HOA�S I 4.0 11 15 23 l b, USED FOR ALL OTHER APPlICATION 5.0 10 run 22 8. If HEADER PIPE is connected ta the EIVD of the laterals, select minimum required lateral diameter from table above with pertoration spacing and number of perforations per lateral. Select minimum diameter for the perforated lateral. You have selected 3.0 ft spacing and 17.0 perfs per lateral 2.00 inch minimum diameter faterats 9. If HEADER PfPE is connected to the CENTER of the laterals, perFs per tateral are 1/2, select minimum required lateral diameter from table above with perforation spacing and number of perforations per lateral� Select minim�m diameter#or the p�rforated lateral. You have selected ft spacing and � perFs per lateral �� inch minimum di�meter lateral PAGE 7 OF 12 . SIZING OF PUMP STATION 1. lnsert flow rate 600 allons per day 2. 1nseR gailons per vertical inch from tank manufaciurer 25.0 gallons per inch 3. Calculate gallons to cover pump sitting on 4 inch block with 2 inches of water 4 in pad + 10�ump hgt 2 H2� = 16.0 inches of water 16.0 H20 X 25 gpi = 400 gallons to cover pump 4. Calculate total pump out volume a. Calculate gallons per dose based on 4 pumping intervais per day 600 flow divided by 4 = 150 gallons per dose b. Catculate drainback (1) Pump pipe length �diameter = 80 length 2.0 'n diam. {2} Determine liquid volume of pipe from cha�t per 100 feet = 17.43 PIPE DIOJI�TER C�P1L!100 FT PIPE�iAAAETER CaAL/100 FT 1.Z5 f.77 2.50 34.$7 1.50 10.58 3.00 38.40 2.00 17.�3 4 00 86.1U (3) Muftiply pipe length by volume divided by 1 a0 to get drainback quantity 80.0 X 17.43 equals 1394.4 / 100 = 14 gallons 5. Calculate totai pumpout volume by adding pump dose#4a plus drainback#4b3 150.0 gallons + 14 galions = 164 gallons pumpout volume 6. Calculate volume for alarm based on 3 inches and tank GP! 25.0 gpi X 3 = 75 gallons 7. Calculate gallons to co�er pump#3, pumpout volume #5, and alarm volume#f 400 plus 164 plus 75 equals 639 gallons WiTHOUT RESERVE CAP. 8. tf LUG requires 75% daily flow as reserve capacity, reserve capacity = 450 gallans 9. Minimum pump ta�nk size WITHOUT reserve capacity equals 639 gallons 10. Minimum pump tank size WITH reserve capacity equals 1089 gallons 11. FlQat seperation distance equals pumpout volume#5 divided by tank gpi #2 1f4 divided 25.0 gpi = 6.6 inche� ta tether float PAGE 8 OF 12 PUMP SELECTfON PROCEDURE A. pump capacity Already determined from PRESSURE DISTRIBUTION PAGE, iine#7 Pump capacity = 29 GPM *" Pump capacity should be between 20 and 40 GPM for charging a manifold or for pumping to a gravity situation, ie, a drop box or distribution box. B. Determine head requirements 1. Elevation difference between pump and the point of discharge = 12 2. If pumping to a pressure distribution system, add 5 feet of head required at the manifold. If pumping to a gravity system, use zero (0) feet of head. � 3. Determine friction loss a. Enter friction ioss table with gpm 28.6 and pipe diameter 2.0` FRiCTION LOSS IN PIASTIC PIPE FL01IY RATE NONpNAL PlPE DWAAETER FLOW RATE NAL PIPE DIMAETER 3N .^�`.� 1.5 2 3 N.d CPM! '!,s 2 3 2U 2.47 0.73 0.11 36 6.98 2.08 0.30 25 3.73 1.11 0.16 �Q 8.91 2.64 0.39 30 5.23 1.56 0.23 45 11.07 3.2$ 0.48 Friction loss = 1.55 feet per 100 ft of pipe b. Determine total pipe length from pump to discharge point = 80.0 . Add 25% to pipe length above to account for fitting loss = 100.4 feet pipe c. Calculate total friction loss by muitiplyeng friction loss in ft/100 83a by equivalent pipe length B3b above = 1.55 X 100.00 equals 155.00 ! 100 = 1.6 ft head C. Total head required is the sum of the eievation difference B1 pfus addi4ional pressure for the manifotd B2 plus the total friction loss 3Bc. 12.0 pius 5.0 plus 1.6 equals 18.6 ft total head D. The Pump requires 28.6 gpm and 18.6 feet of head PAGE 9 OF 12 SOiL� BORINGS DATE: 7-12-02 CON�UCTED BY: CHIP'S SEPTICS Chip Hentges SB - 1 De th exture olor tructure Sub-Soil features Primary -10 10YR312 Loam 10.18 10YR3/3 Loam 18-20 10YR4/3 L BK ottles t Oyr6/2, soits mixed 0-28 10YR414 L SBK 8-36 10YR5/3 L SB - 2 De th exture olor tructure Sub-Soil features _ Primary 10 10y�'3/1 Loam 10-16 10yr3/3 L 1G-24 10yr4/4 L ottles at 20 inches 4-28 10yr5/3 L SB-3 De th exture olor tructure Sub-Soi1 features Primary 13 oam 14YR 3/2 13-ZO L 10yra/4 Q-�8 L 1f�,►r5/4 ottles at 20 inches S�-4 De th exture olor tructure Sub-Soil features Alternate -12 Loam 10YR2/2 12-18 L 10YR314 18-28 LAY 10YR5/2 Gray mottles noted i� SB-5 De th exture olor tructure Sub-Soil features Aitemate 10 oam 10YR2/2 10-1 S ICL 10YR3/3 18-22 L 10YR4/4 ray mottles noted 2-30 L 10YR5/4 De th exture Color tructure Sub-Soil features Alternate i PAGE 10 OF 12 •PERCOLATION TEST REPORT SHEETS DATE: 7-12-02 r CONDUCTED BY: Chip's Septic Design Chip Hentges P-1 Depth: 12 in Texture: Loam Average perc rate: 2�2.? Primary Time Interval Irrtenral IMervai otaf Water Wffier Water Perc (min 8�ec) {minutes) (seconds) ime depth drop drop rete m;ru,oss,�o interval fraction decimai MPI �art ..,o:.00:oo to 0:20:00 0:20:0o Zo �o.00 ..... _ .. ... o.as �2.� t�rt ...a:oo:oo, to 0:00:00 20 20.00 _ . ... _. . 0.88 22.7 tart .,.0:00:00. to 0:00:00 20 20.00 .. __ ........ 0.88 22.7 tart _.................... ERR .......................... � to P-2 Depth: 12 in Texture: Loarn Average perc rate: 29.9 Primary Tim€� �nt�ai I�t�rval lntenrval otal Water Water Water Perc min 8 sec (minutes} (sec�nds) ime depth drop drop rate mirwcs rsu� Irrt�val fraction dedmal MPt �rt o:oo:oo ...................... to 0:00:00 20 20,00 .. . 0.67 29.9 t�rt o:oo:oo to .......................... 0:00:00 20 20.00 ................... 0.67 29.9 tart 0:00:00 to ........................ �:00:00 20 20.00 ...,..... .............. 0.67 29.9 tart 0:04:00 to .......................... 0:00:00 .............. ..... ERR P-3 Depth: 12 in Texture: Loam Average perc rate: 20.0 Alternate Time Interval IMervai IMerval otal Water Water Water P�rc {min&sec (minutes) {seconds) �me depth drop drop rste mux,�e ratio Ir�terval f�action deCimal MPI �rt o:oo:oo tn ......................... 0:00:00 10 10.00 ........................ 0.5 20.0 t�rt o:oo:oo ....... to ���������������� o:oo:oo �0 10.00 �� � 0.5 Zo.o tart 0:00:00 .......................... to 0:00:00 10 10.00 0.5 20.0 tart 0:00:00 .......................... to 0:0�:00 ......_._........ ERR PAGE 11 OF 12 •PERCOLATION TEST REPORT SHEETS DATE: 10-29-01 CONDUCTED BY: Chip' Septics Design Chip Hentges P4 Depth: 12 in Texture: Loam Average perc rate: 29:0 Altemate Time irtterv8l Irrtervat IMerval a�al Water Water Water Perc min 8 sec) (minutes} (s�ds) ime depth drop drop rate mtrxaeraua Interval frs�ction clecimal MPI �rt o:oo:oa to ......................... O:OQ:O� 20 20.00 .. . 0.69 29.0 tart 0:00:00 to ....................... 0:00:00 20 20.00 ............... ......... 0.69 29.0 tart 0:00:00 to ... ... ............ . 0:00:00 20 20.00 . . ..... . 0.69 29.0 tart o:oo:oo ........................ ....... .. ..... to 0:00:00 ERR Depth: in Texture: Average perc rate: Time IMerval tr�terval IMerval otal Water Water W�ter Parc (min 8 sec} (minutes) (seoonds) ime depth drop drop rat� mu,uce ra�o Interval fractian decimal MP! �art o:oo:oo � .................... . ...... ... .. to 0:00:00 7 1 1 tart o:oo:oo s ........ ............. __.. . .. . to 0:00:00 7 1 1 tart 0:00:00 8 .......................... .......... ........... tv 0:00:00 7 1 1 tart o:oo:oo � s to ...................... 0:00:00 .........7........ 1 1 Depth: in Texture: Average perc rate: Time Intervai Interval Interval otal Water Water Water P�c (min&�ec (minutes) {seconds) ime depth drop drop rate min�e raso IMerval fraction �cimal NAPE tart 0:00:00 8 ........................ ............ ..._.... to 0:00:00 7 1 1 ta�t 0:00:00 8 ......................... ..._............... to 0:00:00 7 1 1 tart 0:00:00 8 .......................... ..................... to 0:00:00 7 1 1 �rt o:oo:oo s to ........................ 0:00:00 ..........7. ..._ .. 1 1 PAGE 12 OF 12 �C'��� � DATE TIME CITY OF ORONO CALLED IN INSPECTION NO E SCHEDULED - "� � _�,�,�� PERMIT N0. � 5 � �� COMPLETED Sc-� � 1- ��Y� ADDRESS �'7 � Sr�abs �3�.�.� �G�`� OWNER CONTR._�l�f(1 S E::-X ���-�, TELEPHONE NO. _�-P I� L� ��~ ���� r� � DESCRIPTION l�-Uv�� � U`(,� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 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-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPT NT. 21 COMPLAINT Q 07 DEMO-FINAL ��SEPTIC INSTALL. 22 FOLLOW-UP i 09 PLUMBING RI �--5 AL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL ` 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR O MEET YOU:�ES_NO � COMMENTS: ��I��✓y�=P �1� a — 5���c�.,� U` o ' v S�r, ���f n.1,}� .S'�T� �1C'�''i.�e�/ Q\ � �r � �^/"•V � �CG� CJCS.�„��� ��c.r�....` .5��-{� .. O � � W � Q � 2 W � W � � O��WCRKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFOREGOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-46�0 OwnerlConUactor on site: Inspector. � White Copy/lnspector's File Canary CopylSite Notice ,�(�,�-)-- �/ DATE TIME CITY OF ORONO CALLED IN INSPECTION NO ICE SCHEDULED � f PERMIT N0. � COMPLETED ��"��� 3 � ADDRESS � � —3 � � OWNER CONTR. �x C�v. TELEPHONE NO. l���f —��:�' ����'3 � DESCRIPTION ���C- � ��C L� ��!'��� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 O6 PROGRESS � 07 DEMO-SITE 27 $FPTir Me!n 21 COMPLAINT Q 07 DEMO-FINAL r" 15 SEPTIC INSTA 22 FOLLOW-UP = 09 PLUMBING RI 2 FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTORTOMEETYOU:_YES_NO Cd/n� � COMMENTS: "�- I'��r�\ � � r^��� �..,. 2,. � �a — �-b f �� o,� � o '' � I UX Sd � � 1 S°� ,. _ � � 'r� � � � ° — :�.����c� S a � ` . Q 1(!U� <\ c�qi ��� z �O� �G� v��- CrvS � �� � � �J r�(f �l U� .�/� y..._e•� 1 R \ W � — t�e�( ,�\ �,�� P��-P �- q1c,�� � U�ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL flETURN O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REOUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnedContr ctor on site: Inspector. ��r�a� : � White Copy/lnspector's File Canary CopylSite Notice DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED k-5S�� '� l� PERMIT N0.� �� 1-7 COMPLETED �'���7 X� ADDRESS S�� St��� �•`�-1 � I� OWNER CONTR. ��'' �S TELEPHONE NO. � DESCRIPTION S<� � . � p(a�5vr i 'f�5.�-- � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 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-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL �EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:�ES_NO � COMMENTS: � a — C�J�vr� }�S�r �..:\ S �r� S ��f 1� ��. � -" \�Sv�•:�� A�1 �� �-_--��G PVt-A ���C- o , � --S��b��`�s U�� �d � �.�,� ,�.� �:� O � �^c�� SJ�L- �.r'�� S�d� �S �� l�.Yr< ��-� k! � �s � Q � � �C�R'� �C`f..l'!f� 'dr e, �(41 iJ�1�' i(� W � W � � O��CTIQ�ORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnerlCon ctor on s�te: Inspector. ���Yw�v� White Copyllnspector's Ffle Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE SCHE�ULED PERMIT N0. '� � COMPLEfED ,L2d�� ADDRESS J�I S ��S y /1/ OWNER CONTR. TELEPHONE NO. � DESCRIPTION St�P}r� ���`�� Ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAI 36 FOUNDATIOWREMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES�O ��., COMMENTS: W a — �ar� �-a rk,S � — P u �P `^-4r ic s 0 � 0 � W � Q � z W � W � � � ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ SSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN INSPECTOR W{LL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-460� Owner/Contractor on sit • Inspector. �� White CopyMspector'a File Canary Copy/Site Notice