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Home My WebLink About1998-010945 - septic PERMIT ��'' "-�F ORONO PERMIT TYPE: — � �—� �y Parkway- P.O. Box 66 'y� `�� }.`r��.�� C _...4'::.,,+. Y:f: �i . Permit Number: ::��j:��:�;�.a�«•j C `"�,` :y. Minnesota 55323 - - - (��:; �, _ 7357 Date Issued: � �i i:,:�;;�`w;�; SITE ADDRESS: — — — �::_+''��`__ �_�;�_ :=:z:`a��;�:. �;�' _ . :. . . _ _.-3 1 ,_--- — -.—iiii:i:� DESCRIPTION: =;.;��-�: ,�:f �:�:�T.�:�;� ��,:,r,�� t. . ��.��_ :�,:r�1 ��='i'�t_� �`y'=;:�c: w��,,�� ., i:��.�fi.;�r i�s�;�}: ['t�� i=�s�°=;i E�'��a:��. REMARKS: FEE SUMMARY: — — �i t1:1 L)i) ,:t;�'r_i�'�s�' _.----- _��.3!; �c_t'�..�y `-r=�+ _'_t�_! . �t.� CONTRACTOR: -- }"�;�s�:�: i��.�-,�_ -- OWNER: , i— �''=i° ,f,= — .!;�.;-3;`,[,� i,'•._�v``L_f�t:=�i'i:_s�� i_ -��:, . _= :z.iw'=aG'�'?�"�Ii,;., �:�: _ � .._ - _. . . `._ —:i -'?— t'..�. . ��..r.. ;,�:L�..;;. �.;.�� 't��:_� ` _'�u�' _. ;�_.. —•—'—' _" —— i—i:.`€t jv i�s i.�;,,� _��i�, ;13_iC�.�j�,�,;i_i'._;r i'ii� _ _ _ W � — ' _ 4; 'r=,——--� -. . _ _. _..:� . .. _ . _.._ __. . _.____ — — -r�:� a :r _.__. .t 1 .... ._�_. . t-,`?��—,F-��' S-�__i_�t_;:;'-, i '_. �:{`.�.:`.`i : '.�.`.�� ; i_i�t.1 I I_t `�:�`iF�.%. (�-ii- �.`��iW, i i`il—'::;5_1.� � :'e# c _ .._,_._r.... ,«._ . F " ' _ .`—I �-r i t { u Wi`., �.,. . . . E ; t. _ . . J "i • ;t; { : �� . j F iA� i . � ... _ ... . �� .! Z _ _ ._ _ f"�i....:_ .. _ .�'�., •. . .__ ; _ .. _ . "'_ _? _ . , ,` _ . ._ ,. _ . s�sL:� � � '� 3 � } _ . . . . _. �_''" i'�=f�;`w�. � �-t i—�„ __. � ,!_._ :_.t_ii;_. . 1'.t,�t:=�*._—;'�t-,?'� ; `_ , L _ . ._ ._ _ :. _.._ .. . � _. �,��-� � APPLICANTPERMITEE SIG TURE ISSUED BY:SIGNATURE �'iTY OF ORONO SEPTIC SYSTEI�I PERI��IIT APPLICATION Box 66 (2750 Kelley Parkway) � Crystal Bay, N�t 55323 = � �` n JOE SITE ADDRESS: � � �r S �� I �_r-�e_{� �% ' Occupancti• Type: Residential '�J Commercial Qther Permit T�•pe: IV'etiv or Repiacement Sy'stem, $100.00 �% � Repair Existina System, � 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees � *See fee schedule for non-residential permit fees � �.,;b ��... (3 �,� Otimer's I�'ame: J y �``�``,P _ Phone\�umber:�SZ�-��, 31�Iailing Address: City: �_ Contractor's I\Tame• �< ,�� - S��-, s Fhonellrumber: �7�� /7� � Niailina Address: City: �P_..-- DO \TOT 1�IALL PA'YI�"IENT '��ITH THIS APPLICATIO�` GE\TERAL LtiTSTRUCTIO\TS 1, Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not be�in unless the permit card is on the job site. � 2. permiu will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3, AIl work must be done in accordance �vith the approved septic system desi�n. Desi�n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover shee[ si�ned by the Ciry Inspector. 4, The follow•in� inspeccions will be required for all septic systems: _ . A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to coverin;. For mounds, inspec[ion is requued after rouah-up bu[ prior to sand placement (sand will be jar tested for silt contenc), and a�ai.n durin; pressure distribution pipinJ 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, Iridividual holdin�MPCA Installer Certificace shall be presen[ durin� inspections: A 2`�" hour notice is required for all inspections. . NOTE: Applicanc rriust initial all spaces. Fill in a11 appropriate blanks, check all appropriate boxes. - � �� __ - , / /�>� �� ti,v� v�Ci��c;�� z. �' ,.�rc;,;;�: � � _..`ik �r tR�-�3Fj�.d-�...�.�z�e.�-/� �-c S �sc<<rc��.. � 1. `I have received a copy of the system desi�n includin� the City of Orono Septic System Approval Cover Sheet. � � 2. I �vill be installin; the f�1l�winQ: A. Tanks: ✓precast Concrete Other Manufacturer Tank Capacities: 1)/ �� gaI. 2) �r'c�j �al. ;)� Q�i. a B• Pump Station (if required) r Pump make & model C��l�l .j,�/E'�S// (attach pump curve & l; literature); system desi�n requires �I3S- gpm at i 7 feet of head. , Hi�h �vater alarm make & model �;.�e (.�,.,�, Outside 5� � electrical work to be completed by installer.� electrician other . Inside eleccrical work must be completed by electrician. C. Treatment System: Trenches: s.f. ✓ Mound Depch of rock below pipe " Rock bed dimensions 1v 'x 6� ' Drop Boxes Sand bed dimensions � 'x f�( ' y6 ,r �� Distribution Box Pressure Dist. Pipe Diam. �'iZ " Maniford Pipe Diam. v " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) ✓ trucked in The undersi?ned 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 appiication are complete, true a ect. Si�natureofApplicant: Date: lC� 'Z_� —5' � MPCA Certif cation No.: �, �C) - Staff Reviei�•: Appro Denial Reti-ietiver: � --> � Date: ��"� y� Reason for Denial: 11/U2/98 1�:59 FA� d12d975i�11 S P TESTING INC f�Ul �7�f� 7'�ST1NG� !I r�. Steven 8. Schirmers • MPCA Cert.No. 627 851 Katydid Lane NE • St. Michaet. MN 55376 • (612) 497-356fi FAX •{612) 497-5011 State License #394 . � �� ( ��I � r� � � � FAX TRANS�„�SSION 70: � � � � c�..� ^ � FAX NUMBER �{�� -- I a7�-- ORGANIZATION SUBJ�CT REMARKS PAG�S TO FOL�pW_--� ( � 11/U2/9$ 13:59 F�� 6124975011 S P TESTING INC I�O: .7-P TESTING� ��. Steven B. Schirmers 8 Debra M_ Schirmers 951 ICatydid 1.,ene NE • St. Michaet, MN 55376 • (612) 497-3566 FAX(612)-497-5011 State License#394 October 31, 1998 Jyland Development Lot 3, 61ock 1 Crystal Creek Orono, Henn. Co., MN This on-site sewage treatment system ;s designed for a Type 1, five bedroom home, in atxorda�nCe wi#h the Minnesota PoHution Control Agency Chapter 7080 and local ordinances. 1"he soils on this site are typical of�+B - �eSueur loam - _ The seasonal�y saturated soils were loc,�ted at 18" to 38" (mottled Soil}. Due to the se�sonafly saturated soils, a Pressurized Mound System will need to be installed to treat septic effiuent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soits at a depth of 18" have a per�olation rate averaging 11.fi mpi. A pumping chamber wili need to be installed to lift the effluent to the treatment area. The power supply and switches must be la�ted outside the manhole a�d pumping chamber in a weather proof enclosure. A waming device must be installed with a light and sound device, this is in case of a pump failure. The manif�otd and supply iine pipe must t�ave badc drainage to the pumping chamber. The distribution pipes shall have their ends Capped_ 8e sure the rock and sand fill material are clean_ The sod layer below the entire mounded ar�ea must be tumed over, just break up the sod, be sure not to over work_ A!I neighboring weils are located greater than 100' away from the proposed treatment area. 1 , 11i0./98 13:59 FA1 61.4975U11 S P TESTING INC f�� Keep all heavy equipment off of the proposed treatment areas before and after constructio�. The treatment area should be marked off before construction. This Design is not valid 8 the system will need to bE relocated if failure to protect the aneas proposed for On-Site Sewage Treatment oocurs. W�th p�oper instatlafion and maintenanCe, this system should have no probiem in treating septic eftluent effectively. Notfiing other than human waste, toilet tissue, iaundry, shower5, water softener etc. should be disposed of into the septic tanks. Ifon filters must be diverted out of the system. Garbage disposals are not recommended, due to adding more solids � fine solids passing through to the system. Excessive amounts of soaps, Geaning agents & chiorine agents may kill the bacteria needed to treat septic effluerrt. Addfives are not recommended. Recommend to pump 8� clean your tanks through the manhole by a certfied pumper every 2 years_ Check with your pumper to set up a schedule_ � - . even B. Schirmers 2 11/02/98 13:59 FA% 8124975011 S P TESTING INC �04 , si�' ro � �,MTfRTeu�/d Rp. � ' � _sa' -�� 's �I� ST' � G�' �„� I I "^'�— .._r_ � I � ; � � I i i i � i • ;�. �� ' • l I �� ` � �� f i�� t � i� � - —_—�� < � i ,,,,.�,�„ ,,,.,�. - � ��,., � ._._•�-�-� #Q � � � \ ,�.��. A!� �.�- 0 $ '} ` `\o'` �, - w�� ' `� „ _ `\ \\ ` ` �� v�-� . � ' � � � '° � . �� -: .�'l. . ' �p �� y •�:. � , • '�\ . \� �a �-i_ •,-`�-_? I � —T� � �� t1\_^�`-.� � '� , � , ;8 s �x .—.{�w i 'sx _ ��• \• �'g ` . �x i k w � /� \ �,1 �\. � �``\�'�\ I2 I - � ` ��\ �� ' I T�a W ./Y �\\l�`�y x � � u i L ti r.� � "'" � , a '` / , \��, '� � + I u < � I � � ,� o ,, - �� 0 � �, , � ��E �. � �`� , � � �. r� x-� �� ,�' � �� j � �" � �• , a�� Mo _ � �� ` — -- _j ;� � I y L I --�- . -,y I � � � � 3 --- '�l` . � I � . - a _ . � i J f � N� � � � � I /' • � ' � � • �=' �-•" � � � �r ' r ��- . t _ / /l�� 7�a?�. � 1 I� *� C N� i � 1 `� I � j a� i � Sr ' �J� �� I �d 2 Y ' � �• � � �� 'O yC - �a i I _ A� i �A � i Y_�-- ��L � � y ry � _r —:.�� .~ � ,`�` e T '�� ^ � 0 � ^ �o a P 2� J �_ @W�� i ri � � f�` �� ' �' Z ��'' =* °-W�. . „ , n ( s ��.� M � 9 G R� .7 Q d3 1 \ 3 I h � y A � � n � � � ~ � � �' i ��. � � � o � N � O G � m-� " " ' I ir a �`' o � �r►� ° S.. � � � � �� 1`�f' rf P j. n .� 'l.� A � I 2 � :� O p4� x � C � a � �� ? 2 � � til � �� [�� y Q 4 � � � "L.1.. T�O_ D '` � � " Y'- O R ��rt�. o' O � �� a�.� � � r � � W � � �T Q� r- � � � � n � �D i 11/02/98 1J:59 FAS 8124975011 S P TESTItiG INC f�05 . � �� D' J �� o 3 � 0 °� � 3 a Q (�� N m � � �o-r� --i � N � � �Q o Q � a � � m � � Ip.._.� � GZ 7 ^ S�' � '1 o S k'o• � � � � � s �(/� m�n n �i � � O � `" 2 a x f � Z5 A:� O � Q m o n � � � n A 2 � G1 m z o ?+ - a � - nQ ^ � 4 � n .� o �p mS� 1 O1_- � � � a 3 �� 6 � � � i 3 0.� o � � 0 0� o i � $� � ,� y�� 2 — a _ � n � F �' o ,p• � �' 4 n " �s- � n 3 ^o a e _ Ef�' g' . � Q � �' �° � �l� Q' N �n 3 n n 3 .�i� c � � � !*� K' � p � d @ � i16 n -{ n '� O o d ` � 12. �' x c � � � � � �� •� � � Q m � �� B � o � � � M� p c � � . � " z. � 7c _ a . 0 3 � � � � � � � � � v� V� '�- o n A � � ; � o O � f .. s_ e � � a �-1 � p, L 3 � � g' er n y N x � q � tf �' L a� ��,-?� r . �- ` ' N � � f� � Q � } �� `^,� 1�� a �? n Q� Q n d $ � � �Q �G` � � Q + � -- �� 3 3 3 � v � � o Iv � 0 3 f`n�_� cf� , S �. ~ � � _ o �C $ � � �' � 3.ea ,o"� � � tr �, o ` ' L� g ° � ( 0 7 a 3' !^ "Y ro J� v (C � 4. � � t s 0 x y'� 3 .�'c d n � � � �. F a a �� fl `� � _ �' � n �' O a �n � o � F 3 + � ►U 'I� m (�IOFII�I� w' �` " � � y � � - r � p �� N N & � t. - � 3�33 � c Z � � L � � � � 3 � . IN "�'$� ^� o � � q v � g � .e ?� � I� � A .c' c �Z.I�_ i � P ld tn � S � �' a � � L" � r � o C N � � � � � n2 �. I� �' N � �g � 'kn x o� � o' �� _ � � j P ?, � 3 '� a �7 � � a a o cn � � fl - ° z c� � �• � t4 _Q � e ur � � z � j{� p .� n a � m � � 2 � 7 'g � A o� Q i h Q ((� `° i u� �7 1 � v � � N" N � � ' T� � b s � ag � � � � � �o � '`�s a � 3� � S � Z �� w � � �• a � s " w ,o � '° � �• " � g � t I o '_'. w � �'s� o �o t � � a � 4 d IC A O �N O `0 ( � � �� s E � � f M 1 r „ -, � J� b e z ' o � _� � $ �s �a � � � � � � o O ° % � � O �P � � . o J' e r �3. �a � $ � � �� 2 X = =x W � � � � w � ,�.� y`( ' o��D t1+ l��W N.J � a � � � r � � � 'd�0 r r r rr�- +� � _ �1 �p Q � � � 't � 1 . _ ��1 �' g �fi�� ►1 �¢ � � N ~ r �\ d r� �� L ��h� D � , � � ; �� y� �� ti c F i i��a ,s f'C cn id�` �! m � '1 I o° �� i� `� °', , o � �°' � -�D ;� � ,g 8 " o�'.c c� c. � G � �J� 11�02%93 13:59 F�� 6124fl75u11 S P TESTItiG INC f�06 ' ' MOUND DESIGN WORKSHEET (For Flowe up to 1z00 gpd) A. FLOW E�s.�Fro.,�a.u�oa a., Estimated,�_gpd r�. typs �a t�m � or measured -- x 1.5 = '^ gpd. ) 1�0 � I'1 60�i B. SEPTTC TANK LIQtTID VOLLJMES 4 '0D �' � � f-l�� @- IoaO —�OILS 6 �90�0 � 7�7'= �'bPt i 7 IOSb dOD 770 0 a � � ` izoo ��s .o� � C. SOIIS (refer to site evaluation) , �.. Depth to restrieting layer=_ 1�S inches feet �� II�n f fYl��LMr1 �i'� YR IJw 2. Aepth of percolation tests= 1�4 ��s " inches '.•—. � °""'''"" 3. Texture �u� �o Percolation rate�_mpi 's W ;� �,� ;� �. Land slope.—.�% ,.`.. '�° '�° .°°° i D. ROCK YER SION � 1. Multiply flow rate by 0,83 to obtain required area of rock layer.A x Q.83= �S� - gpdx0.83sq. ft./gpd =��,sq. h. 2 Select width of rocic layer(max J.0' if<120 mpi max 5') = . /�� ft. 3. Length of rock layer=area+width= „�,� � � _ - � .��,sq. ft. �. �_ft.��..h �f .. ►.� �� Width.��^ft <120mpi <IO' Length r�z ft >120mpi <S' E. ROCK VOLUMfi 1. Multiply ro�lc area by rock depth ta get cubic feet of rocic;�sq. Et x,(zQ,t ft. _�.�,cu. ft. 2. Divide cu. ft.by 27 cu. ft/cu.yd, to gei cubic yazds; �cu. ft. �27=.�?�cu.yd. 3. Multip�y cubi�yards by 1.4 to get weight of rocic in tons;�cu• yd• x 1.4 ton/cu.yd. =� tons. �. AB�R��N�'� At�tlee WLba 6�T1bk 1. Percolation rate in top 12 inches of soil is��mpi ��; �17�. �" �� Texture_r–�-�c L.o�a-w� .�� u,�.r�, r.�.a..ai a•�.a.ee i�o �.00 aid� s.a iso i.00 2, Select allowable soi�loading rate from table; `;,� ��„ Q;; � •..� $Pd�� ii�a t�,o.. 0.'�0.+o ib .�.�o C��... au �� • - 60�s 120 d0 0,2� �.00 3. Calail,ate adsorp�ost width iatio by diviciing rxk layet a''�'•••"° c.�., oso aoo loading rate of 1.20 gpd/ft2 by allowable�soil Ioadirtig rate; i.20 gpd/ft2+ .,u,�gpd/fi�� . a,c, . �. � Multiply adsorpt�an width raho by rock Iayer width to get required adsorptirnn width; �,L'� X l�ft=�-ft , 11-02-98 13:59 F�1 612�975011 S P TESTING INC �U7 ' Slopc Cvva 1' , . ,. ,....,; � .... , ..�.._:_, :..-_w.;.�.�:.:.:�,-r._ ,,�:..•� � }�y;;�. G. DO�NNSL�PE BERM WIDTH .. , �� `� -`.� :a,_',;"-�, Rodc 1, � ��''��•;::l- 1. IElandslope is Less than 1qa : cs°'r's�,� ' �-j <=:� '��"��i4�` - Wit��1 2li.'1 � 'r•y _ 6'Topsoii Absorption (F.4): feet +�i so�= 2 Calculate minimum mound size a. Determine depth of clean sand fill at uv�_ t��,a�+ D°"'� wd�, upslope edge of rock layer: �Hr,��, Srparation:3'- l- a ft= l• � feet �o A�s�� b. Add depth of clean sand for sepazation(2a) at upslope edge, depth of rock layer(1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; l:s ft+ lft+ lft= 3�s' feet c. Multipiy upslope mound height by 4 to find upslope berm width: 3•��x4 =1�feet �s� lt�' d. Multiply rock layer width by Iandslope to detezinine drop in elevarion; x — %+ 100= feet e. Add depth of clean sand for slope difference{2d}at downslope edge, to the mound height at the upslope edge of rock layer(2b)to find the downslope height; —ft + --€�-= feet f. Multiply downslope mound height by 4 to get dor+mslope berm width: ----x�=- feet g. The width is the sum of upslope berm (G_2c)width plus rock layer width(D.2) plusdownslope berm width(G.2f); ft+ -ft-+ -�- - -h= feet Subtract the�n;mum width(G2.g) hom the adsorption azea (F.4) to find the additional downslope area for adsorption - ft---—ft=- - feet j. Add the additional width(G2.g2) to the upslope (G2.c) and dawn.5olpe width(GZ� Upslope: �-_�-f�-+----�t=--�feet � Downslope: ft + - ..—#t=--=-- -#eet Total width is the sum of upslope berm (G.Zjl)width plus rock layer width (D.2)plus downslope berm width(�.2j2); �_ft+yo ft+��ft� ��feet k. Total mound length is the sum of upslope berm width(G2c) plus rock Iayer length(D.3) plus upslope berm width (G2c): �ft+ L-�- ft+ �ft= ��feet , . .. ... ..... .. ...:.�,. ` ` . > - _V $1 e W�dth � r �.�i� 1 �. � �. �f' �� i�:-.7 �(� � � j t �. ,' P J-j ,> i S s n ' � - � � � �. �6 , i � r �` ;: �:� ;1`R��a�A�� .Rock�Bed �G.;�6a�p�Q y - .., :�:� �:: � Upslope Width �,�y��, � ��:,�� .Upslope Width • ' °Q� VY�dth !�� ' � 1 � ,. !� - ��, �r> �r 4110 � '�� fi��o:• Len z--- ;�ad'� ��a_ , r.� , t ' q��°`#� '�:.'.v � ��'u c'��.�1.a 4.�'O p- �`=, < < ; �:' .1 -wd ea� p► v 6Lr��3 ZS-o- .b o7 � _ � . . r , . . . : . . -1.� r'R . . } S�. £ � i�)j r.. :` -�-J Il.� r. �� ,��.�- 7�{4 . i 1 � . �r: 1 . .i! c �'�t.,F� j`1� r�r` . 'b 4j .3" ��.. � �� f1 l,t rc i`�.:ti �f. '�i �� :� r >>. �. � }. �k 3, ' 1 � , _ l�-� e -� �i ��-� �� ' J�.- ' .r - .. >� : ..� f 1 „ti -{- i t.� � i i `., t 4_�.ij:: � . _ � , �.' , .. �`.� 7\ _ , +r_i '' � � t �n , �, � �o�io�wa�� `:- , �:� � : ; �� .� a 1 x < t� J rfi l �. ,` ,, , A��tion VYdth O'J !'!' X y ^` ♦ `^�} a— t1 v. j .�I-! � r �{} .� � �. : � �Lr�.�7�,�ilK. � � � �7r` � rl.�r'��.1 �ti ~ 1 'F ? . j 1r� . Y 1 ti i-,ti �d. �. Q �.i .� � ,.� y3�- z I/n Y � t?r ! 1�.r • :� t lli If 1 J .��f 1 ' �� r -- .� �1 �! . ,;�. ' .� •�.Y'.i r" .r:- Total Length�� , 11%02/98 1�:59 Fa� 612�975011 S P TESTING INC I�U8 A. Deterntine pttmp tapadtp: Gravity Diatribution �, Minimuati suggated is 20 gpm 2 Maximuat suggested is 45 gpm ?esforatlon Dircha�a i�CPM Haad Petlondon dlaatietcr Pzesaure Di�tibuhor test tnchn 3. �. Select nua�ber oE paforated later�ls� � 32 � b, Select perfora�en spadng■��fet� i.a o.SS' 0.7� c. Sub�act 2 ft�oati the rocklayer Ia�gth. is o�� o.4a zcm o.eo l.a ,�w�-2 k•.��,f ee� ' d, Deteratiine the nuatb�t of apaces betwem pezforstioris• �U�c l.o toot sir�gk homa, � .s a�nn � f�+.�it• -z� spaces e vk�o�b�ar+�sns�s e�. S� P� p �L p�vntlonallatval e. �:o spacts + 1 ' f. Mulcfply perforatlos�per kceral b nuaiber of laterals to i�y �' g�c tot�l nua�lxs of pesforatioro.� x ��.`�Perfcrahor�. g. � x�_ ��- 1 Spnt. SELECI'E'D PUMP CAPACTTY ,�Z bpnl 8,petezm.ine he:d requisemenb: , 1. Flevaticn di£�ez�mce betwee:►p�m p and poiat o! d.ischarge. 4S fest 2 If pumping to a pressure distr�buaan dystea�,Hve feet for pzessure sea a.��rb rcquurd nt mnnifold if gravity s stem,zera. �o� �feet Teu1°'''�'�' 3, �riction loss �. Enter hiction lo�s table with gpm nnd pipe diametet. a...�,ourp-�. Read Eric�on lose ln feet per 100 Eeet from t�ble(F-14). °`P' ,,,,,, F.L... �•�—h./100 h of PiP� ............ . .......... .......... ��,�. b. Detrratine total pipe langth from puatip to discharge point Estimate by addirig 25 percez�t to pIpe lez�gth Eor fitting loss,or use a f tting losa chart(F-15�leet). Equivaleat pipe ler►gth•1•?5�es pipe length= ,�o x 1.25��feet Friction Loss in Plastic Pipe c, Calculate total frietioa loss by multiplyitig Nomisul Ericrlort loss ir►h/lOQ h by equivalent pipe Iength P;��. Total fziction loss• ? -�,_X_1� .+100 s S —Eeet Aow Rate 4. Total hesd required v the sual of elevation difference, �m iS 2' 3' spedal hend requireatenb.artid toW trietion loss. 20 247 0.73 Q.11 _ �_* �� +�_ 25 3,73 1.11 4.16 • (1) (� I3c? 3d 5.Z3 1S5 0.?3 3S 6.96 �06 0,30 40 8,91 2bi a39 T07AL HBAD ,�_feet .4S 11.07 3.28.. 8.48 "50 13.�l6 3.99 0.58 55 4.76 0.7Q C. Puasp selection bo 5.bo o.s� � 6.�s a.9s �o �.�a i,o� 1. A pump must be selected to deliver at least �7 gp� (Step A}with at least J�..,feet of total hea�i (Step B). , 11/02/98 13:59 Fax 6124975U11 S P TESTING INC f�09 L-13 • CERTIFICATION # 00627 Loqs of Soil Borings ' • Locat�on �or Project Allan• Carleon, Lot3, Blockl�rystal Creek, Orono • . Borinqs made by S-P Testinq, Inc. Steve Schirmers Date 8�16-89 Classifict�on System: � AASHU s USDA�SC5 X ; Unified ; Other � Auger used (check two) s Hand X , or Power , Flight , or Bucket X Depth, Bozzng number 1 � Depth, Boring number 2 �n ' in feet Surface e2evation 1005. 2 feet 5urface elevation 1003.� . 0 . - 0 - Topsoil dark brown J,oam Topsoil dark brown 0 .- 1' � 1 oam � 1 � Brown 1 ,� � 1 , 4„ loam I - 0 , 1' 2" Brown c�ay loam 2� -MOTTLING 2 �_ 2 ' 2"- MOT�'LING 2 _ i'�4" - 2' 4" Dazk gray brown loam Olive brown cJ.ay � 1+ 2�� _ 2 ' 9" : 3 _ ;loam 3 _ aark gray clay loam 2` 8" � 3 � 2�e 2,'4„ _ 3 �.4" Rusty ol�ive brown loam � 3 "4" - 3 ' 10" Rusty gray clay ' g - q .. loam stx'ong Rusty o�ive bzown 3 � 2�� - 4' 8" silty. Ioam 5 - . 5 - Rusty oliva brown • loam b - , 3 ' 10" - 6�' 6 - 4� 8" ' 6 � 7 - � 7 - 8 � . 8 - End of boring at 6� feet. End of boring at� 6� feet. Standing water table: Standing water table: pxesent at feet o£ depth, present at feet of depth, houzs after boring. hours after boring. Not present in hole X . Not present in hole x Mottled soil: Mottled soil: Observed at 2��'?n ' � � � � � Obsezved at 2 � feet oF depth. ,.��et. of depth. - ... .��-:- Not present in.�-tliol.e ' ' ��' -� . Not present in hole Comments: �� 'f3= ` � � Comments: 11/U2i98 13:59 FAX 6124975011 S P TESTING INC �10 � L_13 • •C�RTIFICATION # Q062� Loqs of Soil Horinqs Locat+on or Pzojec� Allan Carlson, Lot3 ,B1k.��xYstal Creel�, Orono Borings made by_ S-P Tes�inq, Inc. Steve Schirmers Date 8-17-89 � C'_assifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Buc�ket . x Depth, Boring number • 3 Depth, Boring number 4 feet Sur�ace elevati,on 1d01 . 8 feet Surtace elevation 1d02.1 � 0. - 0 - Topsoil �dark brown Topsoil dark brown loam � o _ l � loam i , � i - • � 0 - 1' 4" �� Gray brown l.oam BrQ� clay loam i 1' 4" 1' 10" , , 1 - 2 2 �a �yb�Ioam 1' 10" - 2' �"-MOTTLIN 2 � w � , ga� 2' - 2'4"-MOTTLING � 3 _ Rusty gray clay 3 - � Rusty olive brown loam Ioam ' � - 2 � ?�� _ 4� 4 - 2' 4" 4-1/2 ' Rusty olive bzown HIT ROCK 5 _ loam 5 _ 6 - � 4 � 1 6 � 6 � � 7 - 7 - 8 - 8 - End of boring at 6� feet. End of boring at 4-1�2� feet. Standing water table: Standing watez� table : oresent at feet of� depth, present at feet of depth, hours �after boring. hours after bor�ng. tvot present in hole � X Not present in hole X � Mottled soil : ', Mott2ed soil : observed at Z� 2n ��•et. o� depth. � Observed at � � 4� feet of depth. Not present �n hole ' , Not present i.n hole . Comments: Commentss 11/OZ/98 13:59 FA� 6124975011 S P TESTING INC f�ll L-13 . • CERTIFICATION # 00627 Logs _of Soil Borinqs � • Locatio_n_or Pzoject Allan Carl�on; Lot3,B1k.lGrystal Creek, Orono • . Borings made by, •S-P Test�na. Inc. Steve 'Schirmers Date 8-16-89 Classifiction System:, AASHU ; USDA-SCS X ; Unified ; Othery Auger used (check two) : Hand X ,� or Power , Flight , or Bucket X Depth, Boring number ' 5 � ' � Depth, Boring number 6 in � � in �eet Surface elevation 1Qd.1.�9 feet � Surface elevation 1003. 8 ' ��- ' opso� � Topsoil dark brown loam 0 - 6" 1 ^ Hrown cZay loam i _ 0 - 10" 6" - 1-1 2 '-MOTTLING Brown clay loam Rusty olive brown clay loam . . 2 �_ 1-'1 2' ^ 2 ' Z _ 10" - 2 '-MOTTLING Rusty �olive brown ' boam : 3 � . 3 - . 2 '�. - 3-1/2' Rusty al�,ve brown ' loam ' q _ Rusty brown m�dium 4 _ � sand w/��hin layer af loam 5 - 3'1 2' - 5 ' S - Rusty olive brown loam 5 ' - 6' � 2 � ' 6� 6 - • 6 - � _ � 7 _ 8 � . 8 - End ot boring at 6 � ' feet. End of boring at 6 � feet. Standing water tabl�e: Standing water table: present at teet of.. depth, present at feet of depth, hours �after boring. hours aFter boring. Not pzesent in hole X . Not present in hole X Mottled soil : Mottled soil: observed at 1�112� �' � � '' " Obsezved at 2� feet of depth. � -�;et. o� depth. ,. c:•:: Not present in,�hole � � ' Not present in hole Comments : ``�� '� .� ' � . C�omments : _ � ► i . . � . � Percotation rate = 1�• 8 ��nutes per snch. CERT.#00627 PERCOI.ATION TEST DATA SHEET S-P ,Tes�ing, xnc. „ 8-17-89�taninga 11:08 p�.m. ! Percolation icst readiags made by ,�, Lot3 ,Blk.l�rystal Creek, Orono 5 5-16-89 Tcst hule locatiorL - ,Hole number ,Date hole was Qrepere L?cpth of hole botto�*+ 18 �nches,Aiamcter of ho! 6 'nchea Soil daca from tts�hole: Dcpth,inches So+l texture 0 - 6" Topsoil darlc b�'own loam 6" - 18" Brown clay �aa� Method o(scratching sidewal Knife 2 • D�pth of gravcl in battom of hole —�nches � � 9-1.6-89 11:30am �2 Date and hour of ini�ia!water�'iIlia,�, ,Depth of initial water fillin 'nChes abovt bole bot�om Automatic siphon Method used to maintain at Ieast 12 inches of water depth in hole for at least 4 ho . . 6 ,Maximum water depth above hole bottom during tes� iachcs Timc Pereolation Time interval, Measurement, Dtap in water tate, Rsmarks minutes inches level,inches minutes per inch 11: 00 prefill 6 1.1:09 11: 28 " 3-1.iJ16 5. 4 20 min 1.I: 35 1I: 55 � n 3-518 5.5 " '� 11: 56 I2: 16 " 3-9J16 5. 6 '� �� , 11/02i98 14:U5 Fax 6124975011 S P TESTING INC C�O1 L-13 � �ERTZFICATION # 00627 Logs of Soil Borings • �ocation or Project ,Allan Carlson, Lot3,B1k.lCrystal Creek, Orono norings made by S-P Testinq. Inc. Steve Schizmers Date 9-11-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check �wo) : Hand X , or Power , Flight , or Bucket X Depth, Borinq number � Depth, Boring number e in � in feet Surface elevation 1006.7 �eet Surface elevation 1003 .6 �;0. - Topsoil dark brown loam Topsoil dark brown loam a — zon , o — io^ i - . 1 - Brown clay loam • Brown clay lvam 2 - 10" - 2 ` 2" 2 ' 10" - 2' 2"-MOTTLING Brown loam � � Olive 2, z„ � 2_1�2 ,br4o�mcla 3 ' 2"-MOTTLYNG Rusty 2�1�2 , _ 3, C}ayelOa�tw ' 3 - 2� 2�� _ 3i4'n 3 - Olive brown l�oam 3 ' 4" - 4' Olive brown loam • Q _ 4 .. Rusty olive brown loam S _ 3 ' - 5 ' 5 - Rusty olive brown loam 6 - -. 4 � � 6 � 6 - 5 � - 6 � 7 - . 7 - _ S � . B - �nd of boring at 6 � feet. End of bori.ng at 6� feet. Standing water table: Standing water table: present at � feet .of. depth, present at feet of depth, hours •after. boring. hours after boring. Not present in hole X Not present in hole X �Mottled soil : . � Mottled soil : Observed at 3 � 2n £.Qet�. of depth. .:.� �bserved at 2� 2�� feet of depth. Not present in hol� . Not present in ho2e Comments: , ' Comments: . 11i02/98 1a:05 FA� 6124975U11 S P TESTING INC f�02 . CERT.#00627 PERCOLATION TE.ST DATA SHEET ;`� � � a.m. Percoiauontestreadingsmadeby S"P Testing, Inc. �R 8-17-69 ��84t 11:04 _ P,ni. r.w�., Lot3,B1k.1,�rystal Creek��'o�� Z 8-16-84 Tcst hote ivca�ion - , o e num c... .Date hole wu ptepved — • Dcpth of holc botto�*+ �8 �nchts,Diameta of bols... 6 �^ches Soil data from test hole: � , Dcp�h,inel�es Soit texturo 0 - 12" Topsoil dark brown loam 12" - 16" Brown loam Mcthod of scttltching sidewall Knife 2 � Depth of gravel in bottom of hol� -+nches 8�16-8 9' �1: 3 0��. 12 ;�ches above hole bottom - Date and hour of istititsl weter fi!lit�g ,� pth o �mual water fillin,��. Mcchod used co maineAin ac leasc 12 inches of waca depth in hole for a�leasc a bo�n Automatie s iphon � . �7 ~ ,Ma�cimum water depth abovc Aole bottom during tcs� �nches Time� Percolacion ' Time iniccval, Measurement, � Drop in water rate, Rcmasks minutes inches level,inches minutes per inch 11:00 pre�ill 6 11:04 11:24 " 5-3/8 3.7 20 min 11:29 11:49 � " " " " " 11:50 12:10 " " " " �+ r � � Per�olution cace = 3 '7 � 'nuees per inch. . ; . 11/02/98 14:05 FA� 6124975011 S P TESTING INC �03 C�RT.#00627 � � . PERCOLATION TE5T DATA SHEET � a.m. Pcrco:auontestrtadingsmadcby �"P Testi,�g, InC. ort 8-17-89 .c,utingar 11:05 _ p.m. , �,,,,,., 7est hole loca�io�Lo t 3 ,B 1 k.1,�'ry s�31 C rsek,K�(��Q�&r 2 , Dote hole was prcpare� 8-16-8 9 . Depth of hole bottorrt 18 —�nchcs,Diameter of hoiP 6 islehes Soil d:�ta from test holc: Dcpch,inches Soi1 textun 0 — 14" Topsoil dark brown loam 14" — 18" Dark gray brown loam Methcni of scratching sidew�ll Knif e __ � Dcpth of gravet in bottom of hole � inches • 8-16-89 1I:30am 12 patt and hour of inicial wa[er fillin ,Deplti of initial water filling �nches above hoic boccom - - Method used to m��ncain ac least 12 inches of wacer depth in hole for ac least 4 hours Automatic s iphon ,Maximum water dspth above holC boteom during tes� 6 —�nches v ~ Timc Percolation ' Time in�erval, Measurement, Drop in water �a�e. Remarks minutes inches 1eve1,incbes minuccs per � inch 11 : 00 prefill 6 11 : 05 � 11:25 " 3�11/16 5.4 20 min 11 : 28 11: 48 " 3-5/8 5. 5 " " 11 :51 12 : �1 " 3-3/8 5.9 " " 4 i � • _ _ � � �� - � . . Pcrcolacion rate = . 5' S R+�nuus per inch. , , 11/02/98 14:05 FA� 6124975011 S P TESTING INC [�04 CERT.#00627 . . PEItCO�.ATION�ST DATA SHEET ,r �a.m�. Pcrcolation test nadings mads by S—p Tes i�a.InC�,�n 8�17-89_,,,�taning a��1��fi /�'"F"�n• � f6rw1 Tcstholelocatio� Lot3,HI.k.1,�rystal aree}a�.�oQ��f ' 3 ,Dateholewaspreparcd 8-16�89 ie � 6 Depth of hole boc�o�++ �nches,Diameur of hol� inchu Soil data from test hole: Dcpch,inchr� Soil tcxture 0 - 16" Topsoil dark brown loam 16" - 18" Gray brown loam Me[hod of scratching sidewalt Knif e � Depth of gravel ia bottom of ho)� � Z' �nches • 8-16-89 11: 30am 12 Dace and boar of initial water ftllin,g,... .Depch of iAitis!wacer Pillin,g �^chts abovc holc bottom �- Me�hvd used co m�in�aia s�le4sc 12 inches of water dep�h in hole for nt least 4 ho AutomatiC s i hon ' ,Maximum water aepth above hole bottom during ccs 6 'nchcs v Time Pertoiauon � Time interval, . Measuremeat, Drop in wnlu rute, Remarks minu�es inc6ts Icvel,inches minutes per inch 11:00 prefill ' 6 11:06 11:26 " 3^3/8 5 .9 20 mi:� 11:2'7 11:47 � " '� n � �� 1:5 2 �2:12 � " „ �► �� . ! . � , � Percolativn rnte � �'9 • �*+�autes per inch. ' • � 11/0./98 14:05 FAX 6124875011 S P TESTING INC C�OS C�R�. �00627 . . P�RCOLATIQN TEST D�TA SHEET � � S–P Testing, Inc. 8-1?-89 11: 0� �� Ptrco:ation tcst rcadings mudc by o carting at p.m. , . �.,�., Tcst holc iocatiort Lot 3 ,B 1 k.1 C rys ta 1 Creek,HoQt��ger A ,Date hola was prepare�+ 8'16–8 9 18 � 6 Depch uf hole bottvm �nches,Diamccer of hol� inches Soi1 daca from�est hole: � Dep:h, inches Soi!ttx�ure 0 – 12" . Topsoil dark brown loam 12" – 18" Bzown clay loam Mechod of scracching sidrwu: Knife � Depth of grsvel in bot:om of ho!e 2 • inches • 8-16-89 i1: 30am 12 D1te and hour o�initial wutcr Filtin,g _,Depth of initiat watsr fiUiqg - --- +nches abo�e holt boccom � Automatic siphon Me�hod uscd to maintain at least 1Z inches of water dep[h in hoie for at lenst 4 hours 6 � ,Maximum water depth above holc bottom during test_ —inches Timc Percolation ' Time interval, Measurement, Drop in water racc, Remark� minutes inchcs level,inches minu�cs per � � inch 11 : 00 , prefill 6 11 :07 11: 27 " 1-3/16 16 . 9 20 min 11 : 34 11:54 " 1-1/8 17. 8 " " 11 : 55 � 12 : 15 " 1.-1/16 18 . 8 " " � � , i � . , Peccolacioa rate = �-5 *^�auus pet inch. � 11-02%98 14:05 FAX 6124975U11 S P TESTING INC f�06 CERT.#�Q0627 . PERCOLATION TEST DATA SHEET J -,. Pzrcolation cest readings mac+e by S—P Testi2lg� Inc. nn 8-17-89, ccarting a = 9 � �.�.., Tcscholclocaao� Lot3,B1k.1��I'ystal Cree}4,io10��, 6 ,Da�eholewasprepare 8-16-89 18 6 Dcp�h of hole bo�tnm � +nches,Diameter of t►o1P inchcs Soi]da:a frorn tcst hote: ' Depth, inches Soil tezture a — 10" Topsoil dark brown loam 10" - 18" Brown clay loam hiethcw'of scrEtching sidcwa!t Knife 2 Dep�h uf gravcl in bottom of hole �nches 8-16-89 11:OOam 12 Da�e and hour of initi�!watcr fillin,g --,Depth of initial water fi!lins incht�above hotc bottom Mtihod u�td co maintain at ltast 12 iachcs of waterdepth in hole iorat feast4 hou AUtOmatic si hon ,Maximum watet dep[h above hofe bottom during�esr 6 inches v ^ Time Percolation � Time inecrval, :�ieaaurzcrunt, Drop in water rau, Rc:murks I minutes inChes level,inches minutcs per inch 11:00 prefill 6 11: 09 11: 29 " 4-1/4 4 .7 20 min 11:36 i1: 56 " " " �� '� 11: 5 7 J.2:I 7 " �� ;t ' Percola[ion rate ;_.4 ' � —minutes per inch. , 11/02/98 14:U5 FAS 612d975U11 S P TESTING INC f��7 CERT.#00627 ' • , PERCOLATION TEST bATA SHEET � S�P Testing, Inc. 9-12-89 1: 24 °� Petcol��ion test readings madc by ^� �txtting a� � rYw., Test holt location Lot3 ,Blk.l�C,�'ystal :Cree3�oR��}Qr � ,Dats hole wes pnparc� 9'll—B 9 . Depth of hole bottor*+ i 8 �nches,Diamete�of hot� 6 ��ches Soi1 data from test hole: Depth, inches Soil textuc� 0 - 10" Topsoil dark brown Ioam � 1 - Bxown c ay oam xni�e � ' Method of scra�ching sidewslL.. . 2 • Depth of gravel in Dotcom of hole �nches ' 9—I1--89 12 Date snd hout of inicisl water ftlling --,Dcpth of initial wntet fil[ing,�. �nches above hole botrom ' • Automatic siphon � � Method uscd to maincairs a�least 12 inc6es of water depeh in hole[or at lsast 4 houn , . 6 . .. ,Mazimum water depth above hole bottom during test +nches Time Percolatian ' Time irttervaI, � Nlcasurement, Drop ia w�ter rate, Remarks minutes� � inchu , level,inches minutes per inch Water rem ining irr te t hole 1:24 1: 54 6 1-5/8 18.5 30 min 1: 57 2: 27 . " 1-1/2 20.Q " " 2: 28 2: 58 " 1-7/16 20. 9 " ►' . � Pcrcolntioa rate � �9•8 *^�rtutes per inch, . � � , , 11%02!98 14:05 FAx 6124975011 S P TESTING ItiC [�08 CERT.�00627 ' . . PERCOLATION TES'T DATA SHEET ' . S—P Testing, Inc . 9-12-89 1:24 a_m. Percolation tcsc rcadings made by ort starting a� �� JYN, Tcs�holelocation _Lot3 ,B1k.1,Crystal .Creelq.io��b��r 7 .DateholewasprcpA*� 9-11-89 . Depth of hole bottom 18 ;nch�s,Diameter af hol� 6 inches Soil data lrom ccsc hoic: Depth, inches Soil texture 0 - 10" Topsoil dark brown Ioam • 1 - 1 Brown c ay oam Knife Method of scrscching sidewaI► , ' . 2 � Qepth vf gravcl ia boaom o[hole 1nches ' 9-11-89 12 DatC and hour of initia]watet ftllin; ,Depth of inival water filiiq& itzches above hole bottom � •- Method used to maintain at least 12 inches of water depth ia hoie for ot feast 4 hou� AutomatiC s iphon � . 6 , � _ ,Maximum wnter depth above hole bottom during�est —inches Time � Percolaaoa ' Time interval, Measuternent, Drop in water rnte, Rcmarks minutes� • incha l�vcl,inches minutes per inch water rem ining i�r te t hole 1:24 1: 54 6 1-5/8 18. 5 30 min 1:57 2: 27 ° 1-1/2 20. 0 " „ 2 : 28 2:58 � " 1-7/16 20.9 „ " . ' � , ' . � Percolation rate = 1�•_a�ninutes pet inch. D� T ME � CITY OF ORONO CALLED IN � � INSPECTION NOTICE �� SCHEDULED �� ' PERMIT NO. �� c MPLETED j ` � ' ADDRESS � OWNER CONTR. TELEPHONE NO. � DESCRIPTION L� 01 FOOTING 11 MEC ICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL EPTIC INS 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_Y _ � fl COMMENTS: — �� 1 --- y �- n � �..,, ji � � � 0 � W � Q � Z W � W � � : d �WORK SATISFACTORY:PROCEED �, PROJECT COMPLETE W � ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W ' O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �: CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the ne�ct inspection 24 hours in advance.473-7357 Owner/Contractor �s' - � � Inspector. -� � White Copy/lnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN ;�/f�`� ,-. C9 INSPECTION NOTICE ,. SCHEDULED PERMIT N0. /U C/�.5 COMPLETED �� J� ADDRESS �� OWNER h��-� CONTR.TxS� �C'�Gc� TELE O. � �c/ " � 7(o aZ. � DESCRIPTION LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMO AL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: —' � � �' � �rE'�� .,� � � !�1' //� � � -�' O a � O � W � Q � Z W � W � � d WORK SATISFACTORY:PROCEED �; PROJECT COMPLETE W � [� CORRECT WORK R PROCEED r! ISSUE CERTIFICATE OF OCCUPANCY W O i7 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR �; CITATION ISSUED u INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the ext ins ction 24 hours in advance.473-7357 OwnerlContract Inspector. White Copyllnspector's File Canary CopylSite Notice � ATE � IM�� CITY OF ORONO ; CALLED IN ►'-�� INSPECTION NOTIC� ;�{��• SCHEDULED %— � - PERMIT NO. �' � "� COMPL TED` °� --�- ADDRESS � f' ' OWNER CONTR. ^ � C TELEPHONE NO. � � DESCRIPTION '- l ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINA� 19 LAKESHORE/WETLANDS � Q 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 SEP 21 COMPLAINT � 07 DEMO-FINAL EPTIC INSTA 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YQU:_YES NO ' '� � COMMENTS: � � / S / . //� � � t � � J �_" O �/ � , /� � O ._ � W � ` Q � Z W � W � � d W ORK SATISFACTORY:PROCEED PROJECT COMPLETE � G CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT C] CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContracto Inspector. r� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED C� PERMIT NO. OMPLETED �l � � ADDRESS �� C �� ► OWNER CONTR. � �-• TELEPHONE NO. _ � DESCRIPTION � �� l� 01 FOOTING 11 ME ANICAL 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 v 07 DEMO-FINAL 15 SEPT L. 22 FOLLOW-UP = 09 PLUMBING RI PTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO ME�U:_YE� � COMMENTS: � � W �� a � � � � � O � � � O � W � Q ti Z W � W � � i d ��WORK SATISFACTORY:PROCFED �PROJECT COMPLETE W � i-� CORRECT WORK&PROCEED �_ ISSUE CERTIFICATE OF OCCUPANCY W O i7 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT �! CORRECTUNSAFECONDITIONWITHIN HOl1RS. �- PHOTOTAKEN INSPECTOR WILL RETURN �1 STOP OROER POSTED.CALL INSPECTOR CITATION ISSUED C: INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor -'' Inspector. White Copyllnspector's File Canary CopylSite Notice