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2000-P02252 - new septic system
` — � t ' PERMIT CITY OF ORONO PERMIT TYPE: Septic 2750 Kelley Parkway - P.O. Box 66 Permit Number : �a�5�- Crystal Bay, Minnesota 55323 Date Issued: 1/6/00 (612) 249-4600 SITE ADDRESS: 1820 Fox Street PID #03-1 17-23 42 0009 DESCRIPTION: New Septic System Residence REMARKS: FEE SUMMARY: Base Fee $100.00 Surcharge .50 Total Fee $100.50 CONTRACTOR: OWNER: Sullivan Utility Services, Inc. Duncan MacMillan 3660 Hwy. 101. S., Wayzata, MN 55391 1820 Fox St., Wayzata, MN 55391 THE UNDERSIGNED HEREBY REQUEST PERMISS(ON 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 IZEQUIREMENTS. ��C�h APPLICANT/PERMITEE SIGNATURE I D BY: SIGNATURE �,� . � � CITY OF ORONO S�PTIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkwav) Crystal Bay, MN 55323 JOB SITE ADDRESS: �� �? �%' i�' ;� � 7�, Occupancy Type: Residential J� Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: �j�,F� l���, ����%'�-� /l�.�, Phone Number: Mailing Address: J ����' ��u- S t, City: ������ �.,-��,, 7ap: Contractor's Name:��,i��,�;, � G�1�;/, f�� ������<; PhoneNumber: � �� -�3��%�' Mailing Address: � ,, G �,��-��, /Uj��-• City:��i�;t,���f�� 7�p:�ss 3�/ , DO �10T MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after 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 station (where required) components are functional 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. '�n f- _ 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. nr 1� � � 2. I will be installing the following: A. Tanks: �Precast Concrete _ Other Manufacturer .�//s Tank Capacities: 1) "/ZS�G, gal. 2) �G�/ c',G, gal. 3) �7 O gal. B. Pump Station (if required) Pump make & model lr,{�,l��s u.'�v:�ii h'- (attach pump curve & literature); system design requires � gpm at l�� feet of head. High water alarm make & model ��,��,��� S,c-�,�,�r;� _. Outside electrical work to be completed by y installer electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed dimensions j D 'x �;� ' Drop Boxes Sand bed dimensions �'�'x �=/' Distribution Box Pressure Dist. Pipe Diam. Z._ " Maniford Pipe Diam. 2 " 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 regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. � SignatureofApplicant: =7� Date: - 5 �'�� _ MPCA Certification No.: � Z�� Staff Review: Ap�v 1 / Denial - G' Reviewer: Date: �- 3 ' O� Reason for Denial: '�— — � O� O O � , r .�,. ,� CITY of ORONO ti Municipal Offices �� ��" G~ Street Address: Mailin Ad r � � g d ess: 9�C�;ggOg' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 June 14, 2001 Duncan MacMillan 1820 Fox Street Wayzata, MN 55391 Dear Homeowner: This letter is regarding the final inspection of your septic system. We still need to do a final inspection on the pump and alarm on your septic system. �Ve need to varify that the pumps are workin� in your septic tank and the pump alarm works. The alarm is installed in your house so we will need to set up a time with you or set up a time with your septic contractor to view it. If you have any questions or to schedule a time to inspect your septic please call the number listed above. I 1 Sincerely, �� �Iatt Bolterman On-site Septic Manager fi Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us ' �►.-{ SEPTIC SYSTEM APPROVAL O,� �iSPECT4R'9�COPY � 0 � } ,f,`. ,� CITY of ORONO .� �. � Municipal Oftices �� ., ; G Street Address: Mailing Address: �`q � � �'���� 2150 Kelley Parkway P.O. Box 66 kEBII� %% - " Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner ;)u.✓►��N�� l���/,�),/�µ�� Phone (Home) (Wark) Address /�'�?c� %�k� 5��- City ��;;zcr���� State ����„ Zip Site Evaluator �� -i' ;"F�s f����r State License # ,3�� Phone# ��7)- _>';E�6 Type of Establishment: Single Family X Multi Family Commercial N'�= Garbage Disposal Yes X No No. Potential Bedrooms ,,$� Est. Gallons Per Day 75� Water Meter Required: Yes No X Soil Sizing Factor . E3 (�Y5 yo��F�2� Perc Rates P-1 .3� P-2 � ,�; P-3 3.S P-4�?� 7 P-51,7 P-6 2�7 P-7 — Restricting Layer Depth B-1 �1�{" B-2,�E" B-3 �3(� ' B-4;E" B-5 :��"' B-6 v�'�" Type of Treatment System: Standard � Experimental Alternative Pressurized Mound System �C At-Grade System Gravity Trenches System Pressurized Trench System Gra�-ity Trenches W/ Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size J 2�;�,� �;aCs # of Tanks �� Lift Tank Size 2 5�� Pump Brand — GPM ��J� Head /b ` Treatment System: Minimum �r�',�6�'�,� �'�.�x�c�l'� Square Feet with�_inches of rock below pipe Type of covering Fabric � Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A pernlit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site 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 HIND is allowed within 20' of tested drainfield sites ever. ACCEPTED �. DENIED By the City of Orono subject to existing regulations and t1lefOl10W1rigCOriC�1t10riS:�'9P�yk1� �I"t2i��['� l� �� G�J1 S1��:5� � l(�l' t��'� �' �ivS�'� �rC� j�;�f'r � C'���11t,1,f�Gn�. �a n� iz � � " w �i// �ll �xrsEin � � . ��.�-�''�"�.`�. c`�/ '7C By: �r� -�'��G�� Chris Pence, On-Site Systems Manager D F�3R ��p�p�S ANY�jNGR�ASE 1�NUMBE� �'�IEDRO�S�Y�IDATES T�1S�ES1GN. 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SEt�'IA' ' '/ IEW � � �IVS�EC�I'OR l ��� � w �i: o DA E .�iIT NQ�„� V��,� �r � pRaveD�s suB�urrc� � � �' ��y k �noavra�vrr�cn�x�cra�a N Huren �o�a ���e �:� l � �t�tewaa�iT o� � � ,�� � ; + ��iM�l►�e M!1�'InM�rlba AN wdt�11 M iM ��� 3�t�� C', � '� s'''�M�MMM/MI�IM�iiMbM�Mi s�i�t o04. � ,� *�F��,� MrM �w1Y1Ww� �� N� 1 �, !iM'it�111i�11li� � j N T �. � , . r---�-�• - ,� , , � . �___, � � / , � , �e • i / r �,� �� � � �..� .��'—� f r � ' r � �'^-.'� �, I � '' J %iS7ti�tL , � 1!1� � . -�� �►,�,� � n� ' � �'S Y K.J�`(FOS f �,- �x� � ��. � " � -' j + ' {�,e �� t-�� -- � -►._ r r i � � � 1 t, �� 1 �.� / �� . �n,f � �� � r -_`� -, ,`� �``., -- `� i ; m �� � � �� � �� � � ` r � �� �! i '^..,._� � Q ♦ �' C � '�,.,� �-� � `.-•_�� '�'i ./ .' � _ , ,./ m r� • sO 1;,� � . ' � � ��'` ` \ =Q'�1' �. II � 6 `e \ � {�V � � �+ �•..�;� ��a � 1 8'"� >, � r„� ' � ` I � � � , � �,.� , O ..� '•�` . �� � • � � t_�?,a� ��L,•����Y� 1!{ � ����,, 'A�� . � j,'. '�! 1i � � � ; /� � 'Q� ���..i i ��� � '"�\ / K � � 42' ,i l�-•. � ' � � � � J � � � �� �� � �r,- "'" � ►a �,�l,.=� � ' �•--` - �D ) ,--� i . , ; ..- ":.l j� � rJ ' i��3 � � i , r �. • � �`� �� � .n Z � . � �.� } M1�i �r�� ,� J t + � ; ,�� ,,�f, ���.��� ; -k.�'� �� � � � �`. t ' �'� -� = �� � � � =c �+ ,�'r r � � � �" � C �' !l N,�� • -r �. . �1_ .,,� { �'�! �„ � � � p S(� •q � �F-'+=t -r� C' 'C -� �� �-.�y���,' �n� � .,.., .. �ti` ` � ^ \ * :%j �� � �� n ��/�� /' �n� � ��� � ... ,'r ` ✓ 1 xf , .�` �?� '` lµ • r � � � �� � ir.r ��•-•.. ' 1 � f�� \ ...��Bc fl �� s � .�.-...`. ur'`, ` ` L � � .� Ir �p � """"�. , ^'�=.. � ;� � � � � ' �~�. �'� � � � V �`� y ~ v � � � . .4rl.3o � o A� N � �� � � �. W� a � .. . _ ., _ c, _ ___ �- ______ _ _ . I� y m ,�„ ., • _.' . � � -� � " � � ' .�''^ '`'� , ` � - � � � r N� ..�, � � � � � `, o �, � � � . : . b� { � �R p °� 'r+ � � l. • � a �, _ �,��.. R a �, ' � r . i m a � ' ' MOUND DESI6N WORKStih:�Z� � S�-c��'� (For Flo�+vs uP to 1200 gpd) A. FL�W aw..a�...a r�o�+�ct.uo�v�r.r E��a�ated,��a --gpd � �� �cy,.0 �m �' or ate�s�red x IS�• — gpd � B. SEPTtC TANK L�t�UID VQLLIM�S : e`�°oo s7°°n as'�� „d,�'�, I-J�.St� �!-inao�l�lv yrpe i ? l0l0 � !7'0 Tdv� � it.7 j 1 `f90Q 615 �0{ m C. SOIIS(Yefetc to site t�valu�tion) r��•� �,.,� � � . t � �� 1• DePth bo rests�cting 1zYQr� ,"` �„inch��� ,,,,,.,1 ►�.�+. .,,.�,.. .'"« 2. Dept�►of percolation teats� �a inches �— �, ,�•,� �� .'�. T� �..-�`J�4%��i Percolati�n rate �. s�ntpi i7r� i0��0 U�00 � 4. Land slope a � 9'• ,':'` � ' '00 � 1. Multiply fl�ow rate by 0.83 t�obtain requirad area of rock tayer:A x 4.83� ���--�,gpd x U.83�q.tt/gpd• c-raa sq.h.-=,��v- ��� 2 Select width of rock Iayer(aLa�c 18'if<120 mpi max 5')� �� Et. 3. Length of tack layer a area+width= � ,�sq.ft.+ . J� R.� ta`�--f� � ,.. Widtb i�: ft � �1ZOmpi c�0' ���..�-n E. Rocxvo�,uME �Iaa�� <s� I. Multiplp rock are�by racic dept�to get c�bu feet of rock;:'��4 sq.h.x �.��— ��f, � . . . 2 Divide cu.tt by 2?cu.h,�cu.yd.to get cubic yards; '�; � cut,ft +27= �'� cu.yd. 3. IVlultlply cc:bic yards by�.4 ta get weight of rock ia tons;;�cu.yd.x�,.4 eon/eu.yd. –,�fior�s. F. ABSORPtION W1DTH ����� 1. Pezcoiation rnte�top 12 inches af soil is��.,mpi ►�� s.n,aA.. �;" �� '��7Cttu'e '-` 1.c,Y`..ri� o�ti ��+ taaa� r�rrr+..nt r..+.sna iso �.00 2. Saleet allowablQ�pil 1oading rate hom table: e�is s�►.�9.. � i� :`�`� �pd/� � ii�"•a s�a m wo iw �6 b 60 Cq 1.MI� OiA.1 11? 3. c.akvJste aa�arptia�width rdtio by ai,ridir�g rocjc laya lio.rf Mi�1�0 Qq 0.�0 i.�00 loadi�g rate of 3.24 gpd/�t2 by allowable soil loading rate; 1.20 gpd/fi�*��gpd/ft = ,�-c�-� 4. • Multip�y ddsorptior►width xatio by rocic layer width to get ��d�aorp� width' �-?x �.�.....�=a�� ' ' ' ',� ��-,r,� - .�- Ci. DC7WNSI.4PE'88RM WID7H c°"•�s 1. I�.l�dslope is i96 or mar�r, .. subtract rxk layer width hom adaotpti�width .+±,�x,� ,e�a�r .��.~� to obtaitt atin�atum dOwnslope berm t+oe C�..s w+a K��� �,,;, ���r+:c � �' � h• �.�ft=_Z._._.�t� . s.u.���o-- " �� "� 2 C�ta Minimum mound Slze � �, a. Detez�rtine depth of clea�n sautci Hll at upslope edga of rocic laper. � � � �ww� Separatfori 3 .�c,Q.,=g'� �.—.���eet b. Add d�p�dt of ctees�sand,tnr aeparxtio�n(Z$) at upalope edg�,dept�►of socic l�yar(1 foot)to ckpth o� aover (1 foot)��nd the atou�r�d height at the upslope edge of rock lay�rr; � 1•a-ft+'1R+ l�ft:�feet -' � . . c Es�ter lrbk with landslope and upslope berai ':;_ : '.'. :K,ti" � wie�� ' _ � .. r�tio.Selact bera+atulttplier of .^� c? _ :- _; :;,;�=t,: _ .�. _ _ �_ �� �.� .a.t"�•f" d. Mulriply be�m auslt[plier by upslo�pe awund •:: ""dt1i� w�, �� w,�w�a� AQ r 4! .�Ni.� h�+jsby�','t to�ir►d vtpslopd be�t width: y� �i���"�*�`"�-��'"� . �- �: _:= � , �( •r r' ���@et :n;,2�►�,j�� Zyv3�: f��•�': :�: i�i� � � �°.••r�i'.:�. �R�a(���.� ~7. . C{ , y�"�.r:r �a1:r•. �� { Y•�F�• r !. I1+�LL�tiply T4CjC l�YlS Wldt�l�j► . '.-ti,^.,':;r:?rr �+� .�-�:�� �� �:�r:::' � . � �� ':.,.`;.r.'' ;`""�s ��N�I�il1 +�-- ����Y la:�dalape to deberani�►e dr in elevation. ,.:, :i_:,:,�,t;��,;'.;;��; „�,,,� .,��'.�:� . X. ��—� t_,�y hi i•�I�.-�L� ��wt_�� 1`�� .ti�. F _�•� �. �a �� -� ICa� �rJ.�..:.a:,r^r � . . ,�"4� � � �'r��� '' ,�,.�� �' _� ..�. _,3��y'•' �,.,;,�� s<wY' '��•4� .L',�•f�,.�' :�.. f.Add depth of clam sa,nd for�k►pe. �u�� . differaue(2e�tt dow�lope edge,t,� �,���d l��!�t�Up�lOp�Idg� of rock layer tZb)to Snd the do�v�lope heigh#; ��R t �..:��= u..:�-f ert g. �n��►ble wi�teridslope and down�ope bernr►ratio�Stltct b�m mult��a of ' � 3'�� �c h Multlply berm multipiier by downalape mound h�ight to gat downslope be�m wid� �:z„X `. ,.�c�-&ee nm�a�.�a� � � ( � , i. Compare v ues o a . - snd Ste�G.2h,.�?s�,_.,.L�s��S' � �."° s..� r�.,.��.,� Select the gzea�DeC of the h++►o v�luts as the m� k•�•r•ew� s.�.�.�rwa dcrvv�iope bam width; � f��t j. ?oml mowtid width�s t�,e awm of o s.o a,o s.o ao �,o s.o •a s.o a.a ,.o upelopebe�t�c�(G.2d) 1 s� .,3� esa a.�t zs3 z�i s,�s ��s s.� 6.� width plua roek Lye=wid�(U.2� : �.�� �as �.s� aa �.�� s,� ��o .s. s.� ai� plus dowz�slope btrm width(G.?3�; � sae �.s� s.0 �.n ua �.ts s.� ..ss s.a s.� �„ft+,1d it+�,it• _�.a,.ft�t , �.�� �.n �u z.� �,� a.a s.�s ..n �x �.w lc. Total motu'td l�t i�the sum of up�lope s us sm � �.rt w,n u� �s ..00 ..� s.�+ bera�width(G.2d�plv�s tock layes kitg�h(D.3) 6. s.�a s.K 7.�� 9�� �x+o� u� san �.�� ��� a�s pa�s v�o��►,�atr►tc.za)f 7 �.�o s.s6 z.�+� �o.s; U.� s�u �.i= �.�0 4� .ao �d f�+ t�$ ft+�,�-R= �feet � s9s s.a ws �� �s.�i �a s.m xs� •.as �.�w —�, �-� -r ��- � , .,�� ua �.o� ��.a :e.� s�a �.N us �.90 uo !0 4.29 1.61 l0.0� IfAO 2�3� Z31 l,tb �.7� 3.�3 �.i2 F�.� �s�„����Q�: U 41� 7.�4 1{�it N.N �17 ?.�f �� l.77 !A1 �S I� �i1L , IS �1 �.Al�'12.'� 21�ii �3.75 Z1! ,.2.7Q. 3.11 ]A! ]JO / i» � Y /r. 1 Gr J+�_ . ' . � 1� s �-��. �..� , Pi1MP��i'LEC'iTON P1�Q��URF A. Derr�ne F�►P�P�hn Grarlty D�bntl� i. �M;�e�b�d i��0 gp�t Z. Mat��d i�45 gp�t lerl�aNaa Di�r�ia Gti�! Pr�ee�ue Dbtibntiaa �a �+eon e�w,r � 3.s� SaVice�b�t of pe�ant�d Lter,l:�_.. � s b. Sdeet P�foratlae►:P���.,"'�.--�eec. c Subtxact 2 ft.tro�m th`s-ro�kZsye�leneth � 0.�8� � gst� � z�.�wv� �!!t. d+ Dlt�t�[1!t�1R LtY�CE�Cli�iltMl�Ri1L Qf�0Ei110I16. . •U�a 18 hOf�b�aM�. � ��� l�`a����� b LLe29tMebr ��dre. .r�.— � �y Pa'���� -�a�.P��,`,,,� 6. ,�ir X ",,�,S� SEL�D PVMP CAPACt'lY, ��' l�pm 3.Delu�in�luad�b� i. HZevattan d�fhe�+ae�x�p�po�at of di�chuge. 2. Lt pump�ig to t peawr�disermutiat ey,�ca�,t�ve 6eet for p�tns� ���� rec�t�+ed at maniEo�d if gid►vihr�sbe�n,z,ao. �` � bet �+MI*� '� 3, p�ia�t las � E�ber�letlan l�o�taele wittt gpm ard pipe diama�r. ��� 8�d fd�ed�on ba ia 6eet p�100 kst fso�t fabk�143, "" RL� �• ftI100 E�oE pipe .. .. b. D�i�l pipe l�dngth fra�►ptaap m di�dv�rg� _...__..._......._---------------- �i'� Po�s. �by addi�+s]S P�rnrit b pipe la�gth�ar fi� y taa,or we��iag bn d�t(�15,,,,,.,,..�aet}. P�quival�c►t Pi�Iength-1.75 ti�a las►gtl►. . . ,,..�,_x 1?5 a.��iret Fric�ian i.oss in Plastic P'ipe a C�k�kce oot�l�r�oan loss by ahulhplY�B �lar ia f!/100 R by equivate�t Ptpe 1��th- � Tota!bdctian loes: �_,z ,�t�G' •�04= � �ae! �. ?Ofal h�d�aeqmred is il�e a,um of devaeian di�ioe, � l.S" Z" 3" s¢�dd had r�i�n�+�.��,d not�ttl�lou. /' ZA 2.47 0.73 0.11 �'�' � '�� 75 3,73 1.1] Q16 ' � G� (3� 3�6 6.�96 206 Q.90 TOTAL H81�LD �,,,,�,,.,,Eest t0 8.91 26t 0� S5 � �6 �0.7�0 C. P�uap i�leection �o . a�a o.e2 �s s.+a a�s � �o � �.� i.o� 1. A ptt�tp�mt�st b�selecled to cl�eliver at lea�t .,.�SPm (5�P A}wii�t at Ieast .�„�,,feet o�tab�l hrad(Step B). �� �� . �I1' a � � Q � �' � � �� � � .� p � �� � � � � � _ �. $ � ��r� $ � �'�� $ � �. � 1� �� , � � s � � ' � � � � , i �+ �� s � � �,' $ � �, . 'a s � � �` � � A � . � v � . 1 � _ � . _`�` .�, � � � �" � � � � .�k � � ' ... I� +� � ag � � tn • ,�� � 3 � �, � � �° � � ,� ,� � � � ' � . $ �l -� � n :, ��r � � � � � -�, � � �K �• � � � � � � � . r � $ Q, ,� � " ..t � ,,� 1••' � � P �, � '� � .� � � � � � � �� g i j � 4 }� � � � � �' � _ g q' � �� ��^:,S - � � � � i � . r� �� � � � '' � � � � '� ''� ,O '� � � r'"-� c 8 " � • � � � � � � �� � +�,� �� � :� " ■ " � 1`� � . � 6' 1 b j " 0� + � � `� 3 ` g� �t � ' � � � � ^ � .�. x s � c I � �i. g �' d �1 � � � � '� � � � N ' j ♦ �, �' � � . .�i�l�1�i' , . .. �. � _ � � � � �� „ � �,...., � �, , , �, � � . � � _:: �� � �� � � � � � � Is � � � � � � � � � � � -- � 1 r � . �� � .) � � V4 � u� � � � o ��, � - = ,g �r ,� � ?� � � . a � s �; NC , '�,.0 � � � (�, � `�` �+ '3 ' 3 �, � � a � � � _ , � �', � � �. � � .� � � � , � � �� � � � � I �� � � �� � �' , � � � � � i a . ' - "r � �� _ :. !r � � � . Moulvp i�F�i�r, wux,wx�c�� �`S 1�� � �, (For Flows up to i�00 gpd) A. �'LOW gw�s.w.e.t��aaeo+�mr ' Estintated,_'�$pd w�. �.� 'nr.a '`�''"m �` or�te�sured�_x 1.5� "` gpd. � B. SEP'TIC TANK I.tQVlL�V��,[TIVIES � m m is� �,: s no .!� 29� e J-,�a.t�!? �•�-a a o0 8�I1°n� � y �� � r�io �` �t-�y ��'g � � j � i imo n� •a � C. SOILS{reftr�q►site e�alustion) . �, Dept�,to res�eti�s laqer� :.u'�i�ut�s�eec �.�.�.� .w..�.+� .,.�,.. .�� 2 Depth of pr�cohtion tests s ?�." _inches '� �'° �`••••""'' 3. Texture `--a��Y'' Percolation rate�'L mPi �;` � � ,� 4. Trar►d slope __�.._°l• '''"" �°° '°°° p°° I � 1, MLtltiply flow rnte by 0.$3 to obtain required area of rodc layer:A x 0.83= � � gpd x U.$3 sq£t./gpd= ',.�� sq. ft, �>��n=��l 2. Select width of ro�lc layer tmmx la'i£c120 mpi max 5')�+ •a h. 3. L.ength of rock layer=u'ea+width� .�- �-�"'�--� � � s it fi % f�.�. �.:� ft, �. ' r�= q. _ �.� Wdtb �� ft . <�20mp3<1(�' �..en � ;�' ft E. ROCK VOLUMS >120mpi<5' 1. Multiply rock a�a by rock depth to get cubic fcet aE rock;��sq,ft x� £t.��cu.ft. 2. Divido cu.tt by 27 cu.k/cu.yd.to get cubic yud.s; �cu.Et +27 s i cu.yd. 3. Multiply cabie yards by L�to get weight of rocic in tons;�cu.yd.x].,4 tcm/cu,yd._�tons. F. ABS4RP'I'iON W1DZ'E3 Aei�*''°°"�'�� 1. Percolatiast rate in eop 12 i�nches of soil is ?.� mpi �..��.w.r °''a' �:� ��`s'' �, w.�__�elw� ran'raa� ,�q,,,�le�i u►+.anem Tlaclure :-- ':-�`--��� , a�ra . ' �s�..�a� �� � 'oao� '�° 2 Select aUowabl�soil loadiitg rate froam table; �m„ s�a•,�,. n„ �.s� 4S' gpd�ft= ' �i«a�0s � wo i.°°o ifs e~iw�io �� o��D 6.C�0 3. Ca.tc�ilnt�aaaorptio�t wiath r�tio by aiviaing rack layer . 1�adi:►g rdte of 1.20 ggd�ft�by allowable soil losding rdte; �..20 gpd/ft�� •��-'gpd/�_ ��:�� � 4. • Multiply adwrp�ion wldth rstio by ro�3c layer width to get teq�xdsospl�vn width; �.�,,,;�x.JJ ft� ��,�? R . . • -.. � • - Ci. LvV��T.Q��Bi�l`+ T�i�+� dr+r t 1. �landslope is�96 Or more, , subtract rock l�per wPdth Ezom adaorption widdt ,.,,►y,�Y� ,�,,. .,,�'. tc obtain minimua�downslop�berxn toe a�s.�a� �� .:�.,- �_���x�'•:';�� „��'?f t•14.���• �-�-,-��t . � '� � �-T�n 2. Cxiculute Mis�ia►wa�t ataund Size • �� �,,,,�,, a. Deterrni�e depth Of Cle�un�ttd fill at vpstope edge of rock layer: � �ww+� Separahort 3�._�,r:R:_ /�0,feet b. Add ci�pth o�cle�un�+d for se�r�on(?a� at upslape adge,�P�of rxk layer(1 foot�to dep�th of caver (1 f oot�bo fiad the a�au�d heig�t at the upslope adgo of r�c�k ls►ycar; I.�?ft+•lft t lft��,a��t .., `�`'�� � .. . a Emter table with landslopa and up�llope 1xra� "•°�:��': �;��:r��.�a�'+�►� .� • - ratio S'lett b+eccn a�ulttplier of -���-=� , �' .�.=;�'-��'�'� � _ - ,�q„ � . ',• �u w�ash d, Multiplp berat muttiplier by upsbpe alotimd�� . l ��i. +�+ .� �,.�•,- .�.: height tv find upelope berm width: �y.. ,M,, _ .:=i. ;;:;�. �•�'; '� �;,;- .,,.. -��...��� ,�1 .,N.�I:'a�;� ti �'L,. �'v X..'3i�:.aG=1�+�� � '`:::riv';,`,�,�� 'a'���,.'. � ' , ��.°�.1,z1 • C,.���. .i ..y.., ry. ' .d ` s � � ��� `. G Multiply roek l�yer width bp . � �j;..•�.'yl��'.�i+.~�.��f[��i : .`Q��r •�'r.�'.�i"'..aECf��.�.y.'L:'a�.ti.: _. .. ��l1dS�C� � � �._':�Y''`' .�� Down+top��iM1d__N.1� .�.•.��' 't.. to de�renine fn el atws�: �;� ..�,..,`��;;` ,,. � -.;��s;:..: + a c) .I. �,y .�i 7f1 yL� rc ...l .y�i.�l y.'t�j�• • t�,• � /tI'`��• n7.• .y�ti' ���3�y�. C �� , � � eI M :!�t�iQ,�i._',Ci?� s�"�„�i�'4•r.,�s' 4'� .=.�`ti , ���(,n,,;�L,w�e'�'1W :f.=i;,:�.•:� _1t`�...i�w.�7�r• .an f.�7�¢i'�•s..,�,,� .�(�:•._,c��(i f, Add depth of de�n�d�vr�PQ ���i�� dffferan�e t�o�a��ppe��� th!mou�td hai�t�t�e up�i��a� of�k�yer(Zb)to tind the doamalope heigh� �•�, r I � I � , � : �� * � g, r�nter ta�bk wtth L►ndstope ar�st aov�rnalope berm ratia.select hesm multiglie:of,..�;.�• h. Muttiply berna ataltfpl��r by daamslop�mound heig�t ta get downslope berrn width: ��x�p�,�t sa�t u�ora e�.sa�s i. Conc+QaYe tlte vsl�af�ep G. 11�..�:.— ar�d St�p G.?.h� i"� w.°°�°ra..d..ce� ���.� SekCe the grea�tRr of the two valurs a�the � °��*'"'"' dowtvlope berat width; feet j. Total moun�d width is the�ua�of o ao .�o a.o �.a ,.o �.a .,o s.o �.o �o upsiop�be�(G.2d) � �a ..0 s.� su �.ss �� �.�s .ae saa s,s� width plw rack layer width(D.2� � �.i9 �.� s.s� e.�: �.�• sn i,�o 4.s+ saa ai. plus dow�ttsloge b�n wFdth(G.2i): s a.x +� �a �.0 �.�s s�� ur a.�s s.a s.� _d o,,,.ft+ � h+ ft zs �G feet . �,.� �.�a s.�s ,,n '.r� �.�a s�s �.�� •.0 s..e ��2.r. .L"',,_„ e k..7ota1 mour►d lei�$t�►is th��tt�n of upslope s vs s.00 e►� ts? �a» �� .�oo ..� s�' �width(G.7.d)pina rocic L�ye�r la�gth(D.3) �- � ��.i• 4� u,o� s.s� '�:� 3.es �► ..�a plva up�lope berat wldth(G.�d); ? s.� s.s6 �.at »+ u.r� s,+� �� �.�o •s� •� ��F,�,��t J+� _,�� ,�,r'� � 1 i.fS !.{{ N7 1 l.f; lS.91 3+11 }J0�1 3!7 �,OS 4.i! , � s,,. .s.� /G b 4 4.I l b.Zf �0! !].dt IRll t14 t!i �A3 i90 �.30 �� `� � 14 A.!! L�3 t0�00 13A0 �733 �7t 2ii ].3] f.�3 s.t2 Fir�al D�ensiax�z: �� � ?.�� ,�,� «.� �. � �� � � ��J �� � �.� ,� z�a� .�.n �, �� �� � � �,_ 3g ,_X �'7 �-J�"- P w ~ r� � N~�� � d �+ �� �. � °"r � � , � . p� � ''� n P' r � �,� � � � „ ,�� �. ,� � ��- ��� � �. � � � � � .� Q' ' !i� � t„ ' '� "� � � � � � . . � � !t! � � ,�,� N� � � ` � P � � _ g � r ,_, �;� � � � M � R � y� r � � �{ A ��� 1� � �� , � Q • v j y � � . ��� r '� �'�"�'��!' � � -� S G' � � � � _ � � �.:�� � � � -� �� ��� p, � � -� �°' �� �' p� + � � �t • r-`� �6'i � � q i6. `C *` � . .� � � ��� � � � � �� �� �� � � ,.. � x ���� � .� � ; ... � � � p - $ � � � � �'� � � > ;�s � � �.i�� � � � � � � �� ���. � r � 1 J + � � � � � �. S S� � � , � � � � � i, � N '�.S "� � � �� r�g o � � $ � � � � �i � � � p �. � $ � � • � � � � � � �. � .� � � � � � . � ,... � ,. ,r.. . � � � �� � � � � � � � �� � �.N • � � a - . � � . . �� , • ...� ��$��+������ �. � � - _ � !�� ��� � � � � � �� � , ������� � � �� V � j � � ���. x � ; .. ������g���� " � � ' � �g� - � � : � � �� � � Q «.S000g o�75C+�p � � •-� � � ! �t���S�'n.o o..-. ,-. , : ' ,� � �t S�P T�'ST/NG� I��. St�vaq g. Schirmara• MPCA Cert.Nv. 627 951 Ketydid �NE•S't. Mi�Fu�e1, MN SS376• (612)497-3566 FAX•(812)497-5011 State Lioense�K394 MdlAilts�n RQsid�nCe 18Z0 Fox Stroet Qrono. Henn. Co., MN Bor�nqs oomp�ed on 6-28�99&7-28-99,with a hand budcet�uger. BOR�[rc� t�MBER 1-Ei�v_980.5-MOT'I`LED SOIL AT 24"-r�o�ta�din�w�r present in bo�ing. 0 - 8" Topao�c�rk broMm loam 10YR 3I2 8" - 24" Br�own d�y loam 10YR 5/4 24" - 32" Rusty broyvn c�ay loAm 10YR S/8-mottles 8!g �Z" � g�' �l�1qr�ey�OMm t��b�11 lOYR 6�•t�o�711,618 ��" - 48" Rus�►OraY brown loam 10YR 8l3-mdttles 7/1,9J8 �ORINQ NUMgER 2. Elev.9a2.9-MQTTLED SOIL AT 26"-no st�tndit�vva�r pr�esent in tl�w borinp. a - 10" T�oii derk�rn Ioam 10YR 3�2 10" - Z6" 6rotirr►oley laem 10YR 5Ifi 26" - 38" Rusty brown cl�y loam 10YR 5/6- mottle� 7h,�/8 38" - 48" Rusiy�sY brown c�ay 3ogm 1DYR 8!3-mottlea 71i,6/8 aORING NUM��R 3-Ele�v.983.0-AA4TTlED SC31L AT 36"-no st�ndi�lg wa�ter present in th� borlttg. 0 - 8" Topeoil dark b��m�oam 10Yr 3/2 8" - 78" Bt+o�m sandy bam 10YR 5/4 18" - 30" 8rown sencJy clay�am 10YR 5t8 30" - 36" Brtrim s�d�t barn 10YR 516 36" - 54" Rusty btov�m$andy loam 10YR 6/4-moltlas 7/1,618 54" - 60" Rusty�ray b�o�wn loam 10YR s/3-mottles 7/�,6J6 SSoit borings cont'd. �RINC3 Nt1MBER L.EIev.990.3-MOTf LED SOIL AT�"-no�t.8nt�ng w�ber preSertt in the bor�in�. 0 - 8" Topsq�dark broMm loam i OYR 3!2 �« _ ZQ,. Brovvn day icwm 1 OYR 5/4 20" - a8" Brown lo�am 10YR 516 26" - 48" Ruaty broMm loam 10YR 5J6-motttes 711,818 � � - • • - -no ng water preaent in the borirtp. 0 - 6" TopsoN datk brotivrt (aam 10YR 3/2 6" - 10" GraY brown bam 10Yr 4/2 1 t)" - 24" B�ctay ioam 10YR 5/4 24" - 38" Rusty brovm ciay loam 10YR 5I6�7I1,QJ8 38" - 44" Rusty brown loam 10YR 5J6-mc�tles 711 I6�18 � BOR�y�.NLiMBER g.Ebv.�9o.0-1NOTrl.E�S�QIL AT aa"-no stanc6r�wat�presertt in the bain�. 0 - 6" Tap�oil dark bnaMm laam 10YR 3J2 6" - t 0" Gray brr,�wn ioam 1 pYR 5J� 10" - 24" 6rowm day to8m 10YR 5Ji6 n w � _ � 3B" - 48" Rusiy bc�un b9m 10YR 613-mottlss 711,fi/$ ' ' L ■ ■ SOiI bOfingB C0�1t'd. BORING Nt,UABER T-EIev.980.3 - MQTTLED SOIL AT 60"-no standing water present in barinA. CER.TlFtCATI�T1 I34.627 STATE LtCENSE N4.394 PERCtaLAT�QN TEST DATA► SHEET Percolacion r;ast ro�ding�m�ade by�p Te�m�g,inc.on�Q�startir8 at�2-^�uu� Test hole locstion MSMi1�an.1�20 Fnz,� -.�t� Omna Test hole n�anber,�, Dutie�at hde was�St?�. Dapth of ltole botrom 1,Z,inches, i?i�uttet�r o,f holt�inches. DEPTH,INCHES 3C,11L TEXTURE 0^,,,10" Topso�l datk broMm loam ._ � 10"- 12" Bt+own da�r loam Method of scratching sickwall is]q�, De�of grev�ei in bottom oflale is�s�, Datic and hour of initi�l water fflling 6-2&99,'10:00am, I7e�uh of iditial wat,er Siling is j��bQve tl�e hoie battom Method t�cd t�msiaffiia at leest l 2 ier�os oF watar depth in hok for at least 4 bours is�utomatie xinhon. M�pcimum watcr d�epth abovc�lc ba�ttom c�uia�trest is�tiuches. � Msas�rt�, D�+np in wabar leMei, Pet�coi�tion rat�, � Tim� Tim�intqrvaf.mirr ( 'r�s i�re�_.. ..... miru,Ees iruh R�; _ 11:49 II _,,,8 � _._� _ � 12:00 _. 12t8 6 .�,�,. 4-it2 3.3 15 min I 12:18 12:33 B i ~4-3t�3 3.4 16 mtn 12:36 1281 8 4t14 3.5 15 min � � �� i � I I I � j ,1,2_:56 � 1:11 6 , _ 4,3/16 ( 3.6 � 15 min I I—'_ � —1- ,-- �-...._------+ cEx�cAr�ox rro.d27 STATE LICENSE A1C}.394 P�RCULATION TEST DA►TA SHEET PCrcol�ti0n t�est rmdings msde by 4.P Ta�ting Ynr_on�-99 startit�a�,12,�'�A� Test l�ole luc�t MeM�l�e,�820 For St..Ora�na Tost hole rn�mbcr,�, Date test holo was l�x�ai�a 7.Z6-99- Depth Qf hote boaom 1�,inchos. Di�axter of hole�inches. &OTL DATA FKOM TERT BOI,F DEPTH,INGHES SOIL TEX7URE �-8" Topsoil der�c brown bam s"- 10",�..� ars�t brown loam ^�,.., „ I � � � Mc�da�od of ecratching�idt�w�ll is)�i[e, bcptb.of gisvel ia bot�of hok is�,i�,�, i7atc and ho�u of initial watet filli�g 7-26-99,,.]2: ri. Depth of initial wat�r filling is 1�above t�t holc bottom. Mcdwd usod to meiatain at ledst 12 inCbCs of vvata dep�th ia l�ale for at le�ttt�hputs iS autom�tie a jphoe. Maximum wa't�r d�th abo�va lwlc botto�n dttring test is�.inches. ..._ Nhaeurem�►t,� DrQp in watar level, i P�catation ra�e. � �----� Tkne Tim�inbervai.min it�che� � �dws ._ rnin�inch Remarla_j 11:46 N 8 � ` � ....,_.�� i1203 , � 1�18 8 4,5J18 w. 3.5 15 m1n� � � � � I � � i ! i . � ; �. ._ - .- '�u"--. I � 1�47 1�Q2 � G 4 _ 3.8 16 min � �_ _..�._ _._. �._. I : I C�R7IFICATipN NQ.627 STATE LICENSE N0.394 PER�CCILAI'I[)N TEST DATA SHEE'i' Per�olativn t�st r�adiags made by c.P�..�sL an?:�.7-� stacting at,-1�0?�1� Tegt hple►ot�tion McMi{I�n,1SZ0 Foz Ct.Orono. Tcst hole number�. I3at�be�t i�le was p�cP�rcd.�-1¢� Depth of hole bott�wn�inches. I7iametr�r of hole�t inc6es. .��[,�bATA�tbM TF�GT�F DEPTM,INCHES SK71L TEXTURE 0-B" Top�oil daric br+o�wn barn .._ g��_ 10" GraY tx+pwn bam _.�,..10"- 12" Bt�own t�ay batrt _W Metltad of scratchins sidevv4tl is� DeQkh of gravei in battom of hok is�.i� Dstc and hau of icutial watet filling 7-26-99.1Z�, Dep�th of initiel watcr filling i�1�jp�above the holt bottom. Method used w maiataia at least 12 isches of wa��dtpth in t�le for at laest 4 hatus is a�r�p1� M�awn water ciepth abave halc bottom chn�ing test is¢,inches. ~ Msasurement, D�p in�water levef, P�bon�e, rtrr� Tims int�nrai rnin inohes _. _ m�rtutes inoh Remarlce 11:46 ill 8 � -�-- .�_ .-----j 1Z:Oa _,�, 12:17 � fi �____._. 3.2 15 min � I , 12:28 12:43 �,,, 6 � 4-Tt18 3.4 15 rttin � ���;� � i i ., ,.,� I i 'u�� � I,,I i ,�„ i , I 12:48 1:01 6 4-5J16 3.5 , �.... 15 min _. � _. _.__�� I i , � -- --�--- I ....... .� CERT�TCAT70'1+T N0.627 $TATE LIG'ENSE NO.39h PERC4LATION'TEST DATA SSEET Per�olatioa tGst readings made by=�.p Tedtia�in�4n 7 Z�-�starting at.l�. Test hole locstion MeMitlart�18Z0 Fnz St,Ot�pa Te.si hole number.2 Date tcst holc was�r,ered 7•ZG•99. Dep�h of hole bottom,�,�in�hes. Dismeoer af hole�mches. S['lII,D�ATA FROM TE6T HOI.E DEPTH,INCHES SaIL TEXTURE „0-6" Topspit dark btown toarn _. ._ ,� 8"- 12" B�sar�v Io�m _ __... M�thod of scratching sidewall is!�. Depth of graval in bouarnn of hole is�sY� �3ate aad hau of inrtaal wattr fillin,g 1-2f�99.1Z:00�m_ Depth of uutial wa�r filW�g is l�sl��above tf�e h,ole battom. I � �fn tic� nhnn ht usea to mainmia at least 12 i�cbes of wstar aop�h in vole for at least 4 hours is ia....�cwa ,�.�- Maximum water depth above hale bottom duriug test is�,inches. �._. ,..._ �s�rement, Drop In wskar Ivv�l, Pe�ooisdan rats, Time Tma irKerval.min ir�a .,. cK�,es mir�utes inch Ranaric�� 11:Ab �,It 6 ' � ' , . --}-- .�._._---i I --� � t2:07 12:22 6 I 5-1/ 2.T 15 min I �_... I .. , +_ � 12:23 t2;38 6 � __ 5-1Ix 2.7 __ 15 min ' i _ i '�� 11�� i I � _. �. .... � � .. ..-�--- .-�--- , Percolstion rate=2�Z�minut�s per iach. .... . � � CEI�?iFiCAT10N N0,627 STATE LICENSE N0.394 PERCOLAT�ON TEST DATA SHEET PC[COlatiOn te9t r�adings msde by,4P�ti■�_inr-ou - 7-99 startipg at 1Z:�¢pm. Test hote location MeMitla�t,1820 Fo: -,Orogo. Test hole number�, Datc test hole was p�cp��ca 7-Z�49- Depth of hule bottaQn�inches. Uiameter of hole�inc6es. &�jj,,,j,�ATA F_A_OM T'�:ST HO .E DEPTH,INCHES SCJIL TEXTURE � -8" Topspil dark brown sandy loam 8"- 12" Brown S�nd Ioem Method of sciatching sidewal!is 1Rt�� bepth of�avel in bottam of hale is 2 ineh�,, Date and hour of initial water fillisig �-26-99.]2:80nm_ Depth of inilial watcr filliag is l�.i�a�p�3,abovc thc hole bottom� Meti�od used to�aintais at least 12 inches of water depth in bole for at lesut 4 houts is antomatic siohon. Maximum we�ter depth$bo�ve hole bottom diuing test is�inches. —, Measureme�rt�. � Orop in vna�ter lev+el. ; Pe�olation rale, , � Tlmo Tars i�ts�val min in��es inahas � mi�utes inc�+ Re�s ... _ �_�_ � � 11:46 efill � B I 12:06 � 12:29 µ 6 5-i12`y.._M , 2.7 15 min ' � 12:24 � 1238 6 .�.. 5-1/2 ' 2.7 15 min � � � r . CER7Y�CaTTOx rrO.ba� STATE I.ICENSE I+TQ.394 PERCOLATION TEST DATA SHEET Fercolati��est r�edin�made by�-�n,��on y:,�,�;,�,starbng ak1y��� Test hole loCatio Test hcda m,rnber.Z D�te bcst iwk was Prcprr�d 7-Zb.99. Depth of hole hottom��nches. Di�metsr of hole�i�►ches. DEPTH,INCHES SOI�.TEXTURE ...�,,�,.�,p_1?" �eai!dark brown aat�dy ioam Mcthod of scratching sidewall is�, I7cpt�of gravai inw bottoia of hok is Z„ia�,. Date�ad haur of initial v�atec filling 7��,,1� D�th of initial waber Slling is 123�e,abov�e t�hok bott�om. Method uscd ko maintain at Ieast 12 inc}�es oi'wat�er depth in hole for at teast 4 bours is eotnmatic s�hdn. Maximum water de�th above hole boexom during test is�inci�s. � Nlsasurerttent, Drop in w�aber level, � Percoia�ion rate, 7-� --------� � Time Time intervaf mm ( inct�es inctws I rnfm�tes i�ch ; Remarks I ! � ( I I I � I � , i � 11:45 II� ' 6 ; � 12:Q!f i2:20 6 �112 2_7 � 15 min 1 Z:75 1�:40 6 5-1l2 � 2.7 � 15 min � ___,12�� ._..., _.�..���...i, �.�___�,.....�...,_..i...� 5�1/2 ___�._,___2.T � 15 min -� I � ^._.�____ _.... I � � __-------�___ i i � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE � �SCHEDULED PERMIT NO. � � COMPLET � "�— f� ADDRESS �g� ��� S� OWNER CONTR. �v�I�V�ns TELEPHONE NO. � DESCRIPTION L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE SEPTIC MAINT. 21 COMPL4INT Q 07 DEMO-FINAL �SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: '�` ����i c C(T/i%� � � � IO X �(��r'L Q. � �3'x lr 1 ' ...5�i4-uu� 0 a ° � " �z�Is: '/3�'' � 3�o'4G � 2,� <�-���,�C�I������ � z ,�J" � L �(�� j � �� J�AI� � �1� OC.KL a W �WORKSATISFACTORY:PROCEED I- PROJECTCOMPLETE � ❑ CORRECT WORK 8 PROCEED I- �SSUE CERTIFICATE OF OCCUPANCY W O Ci CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT [7 CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED C7 INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next i s ection 24 hours in advance. 249-46�� OwnerlCo ra r on si e: c Inspecto White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION�OTICE SCHEDULED s d-b'��� 1 t�t t�d PERMIT NO. 0���. COMPLETED �� 1C ADDRESS ���� �� S '�L2� OWNER VY�-I�YJi1l�M1 CONTR. �"`� ����s TELEPHONE NO. �L�" �Q�� � DESCRIPTION � �1 � V15C��J►\J� ly� 01 FOOTING 11 MECHANIC L RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/N/ETLANDS � O 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 06 PROGRESS � 07 DEMO-SITE INT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTA . 22 FOLLOW-UP = 09 PLUMBING RI INAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � '�'� I�S(� �rPC'V}S�f ����P{�. � � O / � � ��/� ` �_s �� � O � Q — �4-��P`S i YL (��c�t.k.. � � -- fn��vic vn u � �-" 6 Co ck c��G,�t u�D W � j d W� �WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CAL�FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for tne next i s ection 24 hours in advance. 249-460� OwnerlCont ac o p si e: Inspector. . White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED S'�.S—�� ' 0 PERMIT NO. 2ZS2 COMPLETED ADDRESS I�.�LO 1"CX Sf� OWNER �i l��1�n.1 CONTR. ��s I I i 1/�VJ S TELEPHONE NO. ��.�— �3� � DESCRIPTION ��uW� U/�' lL 01 FOOTING 11 M CHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 5 EPTIC INSTALL 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL T 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � W a j --- �j � 1 � O � � ° - �4 (l ' � ��t ►'1-, `� S,9`� ` ��fir � Q � z w � W � � d �WORK SATISFACTORY:PROCEED C PROJECT COMPLETE W � C7 CORRECT WORK&PROCEED = ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. pH0T0 TAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next' s ection 24 hours in advance. 249-4600 OwnerlCon a r on si • Inspector. � White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED W �—�� ���1 � 5 INSPECTION NOTICE SCHEDULED I—/Y�--�� �2 ��L��' PERMIT NO. COMPLETED � 'Ia "'C� �Z� OQ ADDRESS I ,'��..�� �C'� S� : OWNER I�YI�F� aYl� tl r��! CONTR. S�r��i�✓�/�.5 TELEPHONE NO. � DESCRIPTION ��� --�n;�5��=�_'TiG>�i ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAI 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. � 22 FOLLOW-UP = 09 PLUMBING RI 23 SE NiTC� 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: - � /. - I S ` 1 , � /� y1 ' � ', j . . . I'F. � ��. :� I .4 f`;� .�i � L."�/ :C,J �✓'%l'!fr jj '— _ .'�-"""'_."""'.-�. � �,� '! � "l:' l t� , _ �g �'';`4.t 4./ Oj� (,./S„ WlL��1r�'/� �'/71�r � Q � Z W � W � � d � �`WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ��`CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT [1 CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN Cl STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED C� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins tion 24 hours in advance. 249-460� Owner/Contrac4o on site:' � Inspector. =F ��' � /� "' White Copyllnspector's File Canary CopylSite Notice