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Home My WebLink About1992-004471 - replace system � .. I'ERMIT CIT�� OF URl7NO PERMIT TYPE: �=;��E� L� WaTER 1335 Brown Rd. South • P.O. Box 66 Permit Number: t yt} � � Cr stal Ba , Minnesota 55323 t�7�C�7!_�� y y Date Issued: (612) 473-7357 SITE ADDRESS: 4'�':_'� �TH AVE N L'�U . F'. I -N- ; _:i—fi::—:�:;-1L—t;�i��.� DESCRIPTION: f,E�'Lfi��E '��Y'=:TEhi :�:ew�i, ir W�t•�r Ferrrtit� Ty�� E��iVFLt7 �/+►R TANk; c��wer � Wat.e�, 4��rE:: T�pe FE=�I�Ehi�:E s � H � �� ,°;�� '� � d � � ��, � f�, � � ri"�,,� ,-� _ � ,,w� ,. ,,��, i", •: � �h� � �'«,' - i'7T'v iiC ='it�rtli�i �� '" � �.�� 41 1 � 1J1 L! V! _ „-�, � ��a;•�;�r ,��r r•r �,; _ - .` L r ie/r�n� ir�l�.l. u� r ��+� ' � � saza� '� �� iJ1Uw1YVVYV � Wqr. '��, � . k:" �+-- L�1 Vl 1� w'Vi V , .'� � i'%0%��:�,i�Fr�r1 f� w it,:�i.:.v fv v ��µ �� \ � j, V1 1:L.�./tf •�JV ... . ... � � L�t�lLUfl• fL JVrJV REMARKS: �f."'`j' � "'�'+!' i9'J:?i'-.if�} t'i:itY t'!1 �r�l •'+ TlL�VL'1.lV LVVt 11V.1 1V��LN V•!!�V,!�!�f i FEE SUMMARY: E�asc F�� cj,c ii r _ L�u��st-��t��e ---------- ��.�t T��t.�c 1 F�� 5(�. �p pNr��T�g F�p 1 C�til . — � C F'ETEF;'=��N-ELMER _T �':�► ��-71�:i�i Q��' F'EGC;Y RR � E;i;X i'�� 4�:�� TH AVE N QELAN+�� I��I ��;�ti�'=� �=�f;Cii�+t� MN ��:=;��, i:hl'�7 471-��151 _ _.__._ __ -------.___ .--__ - __— -'- _ __,__ _. __ ________ _____ _ ___ ___ ---_. �,: THE E jl'+�UER'� I Ur��Cr N��E:�;�! REc,��._. � �� 'EFt'I I __�I�_1P� T3�� f��F.E. i HE. fi:��L I t�r�;��aVE�jEhdT_. _;�^�£�I�I�D A1�1L`} Ai;F;E�S T+=� �i i r-�LL ��1��►k:: I t�! '=�T!",I�:T �:��ti1='�I r�NC:E +�1 I TH R�� t�I TY i�t= Ci��t��i i�a�Cs I!`�!(4fi�I�::E.:�: �-�f�iC? '��TATE i:�F I`'E I i�If�lE'=:�t?'� i;i f I L�f I I'�€sJ C::t.t[�jF �;�t�t 1 I F;Ei'�EP�T'=� . � ' \ - � __-' —�--- 7�—�-- APPLICAN P MITEE SIGNATURE ISSUED BY:SIGNATURE �/ «.> APPLICATION FOR SEPTIC SYSTEM PERMIT , - (�� I i. �i CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 ****�***t##t��***tt**t�t�*�t�**�r�****�*t**#t**t��***�*��*��**�t**�**t�* General Instructions: 1. You may applY for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked up in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer' s License. 5. AI1 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. 6 . 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 stat.ion (where required) components are functionai and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. ***********�**��*�*********�**��***�*�t��**�********��***:��*******�****�** JOB sz� AnDx�ss: y� 0��5~ �7 /�c.-�;�� Occupancy Type: Fiesidential� Commercial Other Owner' s Name: �z Phone: Mailing Address: City: Zip: Septic Contractor' s Name:��. ��,p_ .o��„�,�,� Bus. Phone: ��/�/S^/ Mailing Address:��`v� ��y�'�� City: f�i� Zip: ��S � � � *******�#�*�****#*****�*� **�*****�#****�**t***�****:: ***�*��*�****�***** � - over - �v�t �� /9� �/�� SEPTIC SYSTEM P$RMIT APPI,ICATON - PAGE 2 Permit Type � Fees (check one) New Construction, Full System $100. 00 . . . . . . . . . . . . . . �_ Repair or Replace Existing System $50. 00. . . . . . . . . $0.50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION ***********�********�************�****�***�**********�t**#**�:**********��* NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. Initial �,�� 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2 . I will be installing the following: A. Tanks: �1�` Precast Concrete Other Manufacturer �t�� '�J� �� Tank Capacities: 1) �'6J'�j gal. 2 ) /f �,� gal. 3 ) � gal. B. Pump Station (if required) ,, , ,ya Pump make & model /3 /u�- G��-�- �L� (attach pump curve & L • literature) ; system design requires ��gpm at �� fee Q��-,�a) of head. High water alarm make & model. . ��.� � Outside electrical work to be completed by +installe �electrician other Inside electrical wor �'e��1`� must be completed by electrician. • l,T=elo�►' C. Treatment System: '�'ie�"""'� � Trenches: s.f. � Mound . � Depth of rock below pipe " Rock bed dimensions �d 'x�_' � �' Drop Boxes Sand bed dimensions�'x�' �x6�� Distribution Box Pressure Dist. Pipe Diam. � "L� Manifold Pipe Diam. .�- " D. Final Cover/Topsoil to be: borrowed from site (show location on site plan) � trucked in ***�******��*#*:*�*****t********��*****�r*****��*�*:t********�**t**��**t 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. Signature of Applicant:(�G� � ��'i Date: �` ��i'_�� MPCA Certification No. : � �Z�/� ti �.;��„_.;�_ �v-,��.�.. --,z.00 �-15 CAPACITY(U.S. GALLONS/NiIN.) TOTAL 00 o HEAD PUMP , (FEET) BEF BEF BSE BSE BSE BSE j�� O 13-• _ � �, 0 40 60 50 75 100 200 a.00" ; o ` 0 10 1�15 135 155 180 215 — 1� � � 15 84 105 115 150 185 230 20 43 68 65 120 150 210 25 — 28 — 65 117 175 30 — — — — 75 145 I � � � �s 40 — — — — — 160 is.00�� ,I ll � �.. s.oa� MODEL BSE ELECTRICAL CHARACTERISTICS Shipping Wt. BEF-40 .4 HP-115V 60 hz 59 ibs. . 'r—.�-�----• BEF-60 .6 HP-115V 60 hz 60 Ibs. � BSE-50 �i HP-115V 60 hz 103 Ibs. BSE-75 �/i HP-230V 60 hz 105 Ibs. BSE-100 1 HP-230V 60 hz 107 Ibs. BSE-200 2 HP-230V 60 hz 111 Ibs. PERFORMANCE CURVE MODEL BEF PERFORMANCE CURVE MODEL BSE PERPORMANCE OUTSIDE TNE UMIT LINES IS NOT RECOMMENDED ,. PERfORMANCE OUTSIDE THE LIMIT UNES IS NOT RECOMMENDED � z 60 W �,�� uMir � C�p � W_j�D W � 25 �� 60°65% � e'rF�O UMIT 66% � � � 7096 � 73% � 6s+ �O � 74% � F�0 �'�° � 73% � e � 62% 0 70% o � 's'F� 63% 68% 6296 = 15 65% = eS�c� 60% � 60% � � 5p% i � 10 5� LIMIT LIMIT 10 � 5 0 0 50 100 150 200 250 300 0 � � � � � �� CAPACITY—U.S.GALLONS PER MINUTE CAPACITY—U.S.GALLONS PER MINUTE � �`� �� .� OUR BA SYSTEMS PROVIDE ECONOMICAL AND y " � DURA�LE INSTALLATION ANYTIME, ANYWHERE � �� . ...� ��,� �� 9' 4��;� �HE SIMPLEX SYSTEM— � �or those applications where drain facilities lie below exist- ��"�� ing sewage lines. It may also be used in conjunction with '� � septic tanks where wastes must be pumped away. Ideal for ' `� ; � � � homes and for locations where six units or less are emptied �:� •- ; into one basin. `�� The simplex system requires: � � �� , � � • BSE pump or BEF pump ,�� '�� • switch kit � � ��;� �: • sewage basin �� • basin cover n,; �� • check valve ° � _� ��. � �, • Simplex Controi Panel ��y.�y�� THE BSE DUPLEX SYSTEM— Designed primarily for institutional use, where interruption sewage disposal is unacceptable. Ideal for restaurants, apartments, hospitals, industrial complexes, or where more than six units are discharged into one basin. The packaged duplex system requires: ' • BSE pumps �� • automatic switch kits _�,� '", � �� -�.�.::� • Fiberglass basin � � -��'"` ��°� �� • basin cover � =y � W`` ` _£ • check valves .°�_ ��. • Duplex Control Panel _�� Basin and covers are manufactured in �� follo winq sizes: � � �� ' • 18" x 30" x 2" • 30" x 36" x 2" � �� • 18" x 30" x 3" � 30" x 36" x 3" � • 24" x 30" x 2" • 36" x 36" x 2" �� • 24 x 30 x 3 • 36 x 36 x 3 ;�� , ,� „ „ „ „ „ „ - � Please refer to the price list for selection of package , �=- systems. � a scoa Fevcr c;ort,pany ; � � � � � � � . � � � FORM k101.1 '-�-... ;,�„ CITY OF ORONO Permit # � SBPTIC SYSTSM ABPROVAL Fee $ . Entered By The General Contractor wil 1 be qiven a copy of this report and is responsible for its distribntion to all snb-contractors. SEPTIC SYSTEM DESIGN IS NOT CONSID�D AS APPROVED DNLESS THIS SHEET IS ATTACHED. LOCATI ON: yZ�� l�'r}} f�'f/�NV Il�� O k-T�f GEN$RAL CONTRACTOR: pH��= S$PTIC CONTRACTOR: pH��= owxEx: ��G y �btA�N� pHoris: ❑ APPROVED yy�CONDITIONALLY APPROVED: (Note Changes Below) I�..� cor�NTs: � S�" ��sl//S� .s'�T� 1°!�� w I'� � �A�- G��- L N " D N�D s v�-> o� � -� �� c3�J P� �C '�"°Si.�� ,QC�� r �NOI�F DIV�S/O�US � f�1s�*RC.t�'P�✓1-S /`�us"'��iE� . �---�.._� �" f� �X l ST/N� �,E�l�S /� ��"�� P�C,�T W t'�l s 8�l A$O^?D wl ,�5 NO'rC.A J N c7,rc,o r�.�b �t'�2c�S D�- Ta �-�u S� �i� . /� NoT,' /�Pl.�t.�. '_' ��d � �K�'"''!° 'T�IL W�t 9'7�I �N�1'P i �AIi�.4�+N� - NOTICB ?O It�STALLBRS: Anp changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. t1.l� , �F�.9r NOTIC$ TO G$I�BRAL COHTRACTORS: Primary and alternate drainfield sites MUST be protected prior to and after system installation to avoid compaction of the natural soil. 1,LL DRAINFI$LD ARBAS MOST BB FBW� OFF prior to buiYding 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 that primary and alternate sites are adequately protected. li0 v$HICOLAR TRAFFIC OF A�TY 1�IHD (cars, trucks, earth moving equipment, etc.) is arlowea within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be held liabYe for damaging sites on neighboring Iots. VBHIC�LAR TRAFFIC CAH C�OSB SOIL COMPACSIOH, RBHDBRIHG DRaINFIBLD SI'1'8S DPUSABLB. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. _ � � _ 9 � .�- � �,� Date Approved By City rono t -�. t � . S�� J[ �i� .f� JI 1 r �� L � �. 951 KATYDID LANE ST. MICHAEL, MN 55376 ' 4�7-3566 , Steven A. Schirmers Cr�.-t- ��-► � .� � ,� o , sor� /�' �� November i6 , 1990 PeggY Ogland �� ` / 3� � 4225 Co.Rd. �6 � Orono, Henn. Co. , MN This system is Designed for a Type 1, three bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . • __ The soils on this site are typical of SCS soils mapped - ErC2 - Erin clay loam bordered by - Ha - Hamel loam. A seasonally high wate•r table was located at 18" , 26" & 32" , (mottled soil) . Due to tYte seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be loc:ated at least 3 ' above the seasonally high water table. Due to the System beiilg located at the base of a slope & possible drainage from the east, an Interceptor Drain will need to be installed South & East. The soils at a depth of 12" have a percolation rate averaging 4. 2 min/inch. An Interceptor Drain will need to be installed at a minimum depth of 4 ' below the bottom of the lower trench with a maximum of 4 trenches . Also a 10 ` horizontal distance between the trench and Interceptor Drain. The Interceptor Drain should have a minimum of 24" of poris material above the drain tile (if sand or gravel- is used, the tile should bP wrapped with filter cloth) . A pumping chamber will need to be installed to lift the effluent to the treatment area. � The manifold and supply line pipe must have back �rainage to the pumping chamber. The distribution piges shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. CONT'I� • b • Soil and Percolation Tests Sep�ic Syslem Design � � 4225 Co.Rd. #6 .�_ f , Orono � (2) The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method) . This site has an existing failing system due to a high seasonally high water table, also fill soil was found in the area of the system. The existing tanks may be used upon approval by the local Inspector. All neighboring wells are located more than 100 ' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years i,f there are 2 tanks . �� . �.�-- -�. Steven B. Schirmers �S SBS/ds ' I, 13�d� �� \ - � � `; . � � \ `� '0 1t-�i,r-t.•.: 1 �'u•.N � K��..ow �,.,t �� {i>C, �':Y \ Lx��1f-�v � � i ' ��_LL.f 6; � •_�.�a�_� � i .�'a � � � . �� -Li� — �I , � � , ; ; '. 'y , ;; \ �^ �4'r��'�t� � H_�-�`�1-- / _�4 � ''� ` %. � �, � ` j, - \ - - - "'`,- - ' '� : `- .C;i �= � � � �. ^ ) ' f—x�s—C�w�l, j �� </ L� �� -'�}i?k`�S � � • \ -». � � � t � Q�L-.��CS�=�� . � �i .�„�v�'.'.t P y�I � t.�7=��.�`.�.t`7— �� {��'`` - ;�;%�`` , ' ^H� . \ `1::-'' 1 ��`��, l� b��s - ` O 3 1�.� . � � \ ., \ � \G��.t p.L�— NGAV`� �C�S�pt..,,��'� C�� ''r '��c'� ��F'��'� `CF'G=G'�^��1—+"C� AF--E t� �G�"rti'�. � . �- P�'�-'�-`'�. LO;��S'r'FL-u-rC 1 O}-1 , \ ' se X Fi�� '��^'� ' '��Q n� ��•�"��`="r \ �Per�lation Tests � p.=o��Y� c.�r-�r-� SX_t,�..i, �-�Io�,od Xsoil Borings �Bench Mork � Note� This system is 1 �.� - ihe Minnesofa Pc Chapter 70E ,�,,, Note : Check all underground utilities . ' �L�R:�- 'F�t-�-O�T � 13�6-}_ �'1� � � 40� \ �-�4�n \ � ' ` GLL . j O 11-Kf-PGS �--CO�Z- / .J � � � "f v�-A�+-� e c�vc�S�Cr-� �� 1 � �, � F�.ow ��u�_ q 1 ,7 �O,r'�.rt �� ` rc f . ��°`' � � � _��6,n -�„aCrf�: vv,,r� �c Y'��-1 � V �=�� o � � O� 1 N'C`S��L��'�O�z— x �1 �� 3 ' wl R�,n oF s��-yn},v j 9`1.7 � — ' '_ .- — � av" �oc.�c- ��, v`� 6, � 1'Q� � i� � _` �y r � F�o� ��,-�e: �- q �.� \ ,� \ ' � woc�`pE � �� '\ o � ' ' � �,1.1�F � � ' ' � � ( / r�-----�----- � . ' `i � ' �(�,� T °� —�- -�1h �� "a � 9�.3 � . _� �95.1} ` \ ' S�h P E� c Y..�„�._ � � i `� �s`� H� ��• ' � � � � ; •�� - i' � ` � b � � . �� . � �,� .,� ��' . - 7� � yJ�K� ., , � � j '� �x�s-<«a v � :_ _ 9 6. C � �/� �(i�,�a�S ' `i°'7 �' :�.�'� ✓ -�'f \ ��._� � . `' `'' L'�-� / \ � � � \' �� . 8� 1.,UGAR�E� P oY -<D �JS-� � / P�o�'o'�'� � , � „� � 1r�s'Ck:�L.�>-�Lo S�S'tF tti'1 �� '7'i �Hn,m�c%c��- �`/ I �� l� 0�£�} `1 /� ��<"��C M'f i-"� - 'f�� JI n \ PaPrF Y� ��1� .�� 3 0�`�.� , ��.� so F,`�y.s � �1\ �� /� X � �-i-✓ D�J�cY� �r F��- c� t-�� - c)G�F � K1 ' i /y/ .`� �� — E1 / f �� V`j � �--�U`) � Z�9 5.�. 9 4.0 � � \ ; � , , � , � �{ � �..�,��- � �, a� d97 � �s � � `> °� � �e,�v�s� P� \' �-�'Ct A�-�- NCAV`( FQv�PN1Ct-�'� O�'F U'�r' I �'�� 'fW� ?��vP��G �R'E-'R'T1�rt-K A'FF. fa "C5F'-�F2`�i-; 't i� � �a3 �3 �- ��--��-� ��-�s-�-�--�,o,� , F�`� ` � . f/,��-�j� . . , S� . x F,��. o� �R� ' '�oQ nG So ti_��-1�ias-c� �Percoiotion Tests Sca le� 1� = 3� � o PROPERTY OF��F t a!-�� o U��..:r-�U �'. �oPr��( Go�r�r�- -�c��1 �.��oc�,na �� XSoii Borings ,y aa.S Cl . T�C; °� Cd — -- �1 B ench Mark � ,,_1` :` 1"�� . 1�-�t��-� - G O - Note� This system is to be constructed to meet � � -- ' the Minnesota Pollution Control Agency S-P TEST/NG/NC. Chapter 7080 & Local Ordinance / y 1 � Desiqned 8y�!�r�; J�- < � -- „ Note : Check all underground utilities Date 11/�1/�; PH.6t2-497-3566 i i � - �-I �- � . • . � a Ll'1 S S � I . I ' 10��1y�� Fc�� 6Go � i . M a v - - ` - - � . � , , -� � ' - � `�� ,'• �^� =� F _�y � . � � .� ��'�'� °F- `�a�� f � ' �.�`. ��.�.�3.s . I PL3�1, V\'�= t.J t-!r� -Cu �scw�^� --- ---1��5�Y f�u�5��1 _M - ---____.-- ------- -.__�`>o � ��'T- BACKS ' . __-L��---� io` � l sS � . � �� HOUSE � • System must be� � - � � � • . � Tenk :2� 'rom property lires x - ��_�!�.c�-.`�?.k. Si=�L w�o-�� . SPL�--� _ �-! � I . � � from we,'s , � . � from b'Cos. � � � ��`'4,;,, - , � Tre�'me-:' c,ea = from lokes , � s`reoms f i Tre�tme^t crea � from prcperty;ir,es NOTE�Power supply and swi+ches rrx,�st be Ioca!ed in o . �,,,:�r�;:� m•,n t�„ ;��o� W 2..5 Nea!�e� proof e�cAwre eu'sde the purnping chamber and manho!e ` � � I . CALCYtLL ..Iri�r(0"'fl SiLy$. /, . i .. �- -, /G' from trees � ' S�IL BCR!!�G ELEVATIONS , . t ` y� -� � . I� �� , f��.. o�->-� �-----=� m,n. ' `� , THpI EL,-�S.S —� � ' �� , a "do.s� I TH.~2�L.-�_'� . � Tonk � ; i ,.. = grade�%�,.��3 E�.-°��:.'� . ' j � TenR , •' ' � Drop 'o �onk � i E � i �; -, PRESS'JRE 'JISTRIBUTION !V:OI,`ND SYSTEM , ,.. � � � �1+n. I'�io 8� � �-� '�._D r Ty.`� EL:___ �� , ,;rr;p�n9 ;� !�'ox.". to 4 � �-t-�"�P ��v,�� `;�.at.�_��J Chomber E�_EVAT,OV ot PRO?OSEO PL'N?WG � 4�to 6��dia.�ipe �x�5-��-�ti �u�s r�� - usv-o C!-i:;`'.3ER-`r_q.5��-� ,P��,m� ��.c� ��oT-1 F.PYP-UVA� �.'-! TF�S=_ l.;�LA� . i.. � .� SYSTEM DESIGN -M�UND �'�'sP`"`�"� ��F oF �• �� t�N�c-- 4;�• � ��~� �r� � i `�� - ;� TYPE-�, �? BEDRJOM , Averog2 percolotion rote �_min./ir.cn (des�gn.83sq.fi treotment araa pergo�. ofdai'y sewe� Eow) +_��+.1_� N�-�f ►a�c��r� o�� -t� c.�H� So�� ' 4 � gai./day x.83sq.ft./gai.�?�..sq.rt.of treotment area +10% =�t 7 sq.ft. (.= IOft,width=3�ft.length of bed arEa+s�de s'ape run�to I x 3 3 heigtt= �.�ft.x�`'7__ft,law�n•area needed) i, _ `; � Clean rock needed- 4�sZsq.ft.treatment areo x •1��de��h�rock=�cu.ft=27= � �- cu.yds.{3/��to 2!/��d;a. ,inchldes 2��cf rocK ebove p�pe) : j '�� ' C ean sand fill betow rock needed J.��cu.yds. approx. , sandy'eam back fifl.L`�a.yds.approx., tapsol! 6��cu.yd. ��-_�__�-�t� -�� '��-,.�'43�L�_ _....�;t-s� � • W.�S t�F-� �,- �./ Z�CDC`_'_�c;•�'9 �� '=V�� lo '�O TTOeSGI�Fo�- \��:.Ua��a�.SI.�.Y�=5.b__c�t��Zc�at � Number of fanks required _�_, Ist tanklSZ�Qga1. , 2ndlor�rcL�:>gal.min'rrxms FLL'„ ��-:�Zt��l� c-�}��•,•��-� , , � Pumping chamber capacity- 25% of doi�y sev�age f!ew of `�� ga�.= 1 ►z,9a�,+resuve s!or�ge of 150�x 1/BF� y 0 gol.+pipe bock droirc�e— PRQPERTY OF:��L�-�`-� OL:L.i�}-1�'7 M� of��.gal./IOOlin.ft.of Z "dia. supply pipe, lin.ft.needed �'�7, 1 �_gal.-► mani�o!d�gal./�OOlinftof�'�dia.pipe,�n.ftneeded'� , a, g�l. - ��5 COj C�-'c� N totol co cit needed�''?,Z I.(plus area for um ) u�� rn�,�. /aop a�,�.�«o. � , Pa Y 9a P P _ � ,pg-��0 1�'► 17 � N�Ni-�• L`_U- � Distribution pipe��a. , I l�i lin.ft.� ��..�dio. perforatbns��opart '�' Purrp size�hp. (pumpabie capocify.13,�gol. 4cycles/day) u�`��L' H c�-11� _��c�s�4_t��r��t�_G 3��L��,�,�n�.� �— S-P TEST/NG / . .. Note� When consiruc►�ng bed - , tnis orea shoub be shaped Ncte� D�s!once trom ireo!ment creo to ne�ghboring we!!s— � -�1�� a3.,y,��_• { ' L��-�E�- ^�aK�S-� JCd � � Desigr:ed 9y�„ •� to divert run-o.f irom enter�ng treotment oreo. ; Ua�e�JJ/al/,�o. , PH• 6`2'497'3566 • . �•-1y � MOUND DESIGN W0�2KSHEET � � ' , _ � - � (For Flows up to I200 gpd) ' � A. FLOW � D-7 � Estimated y.S 0 gpd (see pages D-7 or I-3,4,5) a"�'m'�n°��°�� , MNBLN TrK K 123�nEr�C[ or measured gpd. �� —� n � � _ � � ,.� .o,� . � ,� � :�. ., � aoo an zx wwn B. SEPTIC T1�NK L�QtJTD VOLLJMES : ;o ;; � '�; , �� .� „� �. —�o 0 o gallons (see pages C-3 or C-5) � �� n •« � C-3 C. SOILS (refer to site evaluation) BEPTIC TANK CAtAC117lS, IH OAlLON6 1. Depth to restricting layer = �.� � inches ; "°�"°°"`°'" «...��. �, ,�,�..o. �m�oaw ua�o eu�crtr oi�►oea 2. Depth of percolaHon tests = I � inches ,a,,,, ,�. ,,,, 3. Percolation rate L� ,�.._ mpi Ll�.��:o_ 1`��-r r�tr�r: �.�� >.�.,_ �o.. �•a ,r•. /O 1f) L�111_t �(?1L`_� �p1� /��• fl10 4. Land slope � ' •� �.��. .... ...� D. ROCK LAYER DIMINSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = � � ��:"u gpd x 0.83 sq. ft./gpd =;��sq. ft.-t tu"�o =- y�� 2. Select width of rock layer (10 feet or less) _ � o ft. 3. Length of rock layer= area+width= � �-1 I t� sq. ft.+ 1 L� ft. _ �-�I ft. Rock Bed t•t•t•t.f•l•t•f.r�l•l•l•t•/•1 . ti•ti•'�•1�•ti•'\•ti•ti•ti•ti•1.•�•ti•ti•1• 1•t•t•r'•t•t•f•1•t•l•1•f•.'•r•f -- ti•ti•ti.ti•ti•-..ti•ti.-.•ti•ti•ti•ti•ti•ti• �dth S70 ft. � �J�1•l•t•1•1•l.!•t.r••f•1•t.l•f •�•~•'••~•~•~•~•~�~•~•~��•�•�• 1 •r•r•r.f-f•r•r•r•..r•I•l•t•t•J E. ROCK VOLUME �---- L�+gc:, 1. Multiply rock area by rock depth to get cubic feet of rock; y 1 D sq. ft. x .f U� ft. = 4�n. cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; ��y�cu. f t. 127=��cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _�,tons. F. ADSORPTTON WIDTH 1. Percolation rate in top 12 inches of soil is LI,� mpi E-16 2. Select allowable soil loading rate from table on page E-16; •�•«��•e•�-��•�•a•a.•��• .��, gpd/ft2 �� 3. Calculate adsorption width ratio by dividing rock layer �"�" "'"" """ '""' `"'~`"""' loading rate of 1.20 gpd/ft2 by allowable soil loading rate; °�'' ' '�� ` ��a '." . .,� o.,. ,... ,.�, ,.., i�":-�n"— -o.�o o.�� .�. r.00 s+ ..� o.w e.w a.oa �..e 1.20 gpd/ft2+ .�gpd/ft2= J. S �. :' ::: a:=: �:;: ::: ::� Check this value on page E-16. 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; . /. S�.x �c-� ft = �S,-� ft , �• E-20 , ,, . DOWNSLOPE DIICE WIDTH � . If landslope is 3% or more,subtract rock layer width from � . adsorption width to obtain minimum downslope dike toe � � L_ft-�ft = ,� ft . . Calculate mound height at edge of•rock layer on downslope side; • ' a. Determine depth of clean sand fill at upslope edge of rock �•*o*•��.•• layer: Separation /. U feet ''�'�''""''' b. Multiply rock layer width by landslope to determine drop - � lTl elevation; Slope Difference roDre.s,Ks•aa.+r,..rRoc,r�rn,w ,:urMcr._i,..._._ �S�x .�; %+ 100 = .5' ft .�..-_- c. Add depth of clean sand depth of clean sand for separation at downslope edge to depth of rock layer to .. depth of soil backfill to get mound height at downslope edge of rock layer; ;. /-s' ft+ �, � ft + . � ft+ ..S" . ft = � ' ft .. d. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of .S.r� e. Multiply dike multiplier by downslope mound height to get downslope dike width: 3.s x �'.o = ��.s ft g. Compare the values of step G.1 and Step G.2.f. Select the greater of the two values as the downslope dike width; 1 � feet x��.r«�attice� h. Calculate upslope dike width using upslope mound height and upslope dike multiplier from page E-18; x = ft up.,�a►x...�w,h cN i. Total n�ound width is the sum of upslope dike width plus �^v�dll�ewWth(e) rock layer width plus downslope dike width; ft + . ft + ft= ft 3. If landslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths. � a. Calculate downslope dike width using steps G.2.a. through G.2.f; I � feet b. Calculate upslope dike width using upslope mound , height and dike mulHplier from Page E-18; � -�� x �.o ft=�ft c. Add downslope dike width to upslope dike width to rock layer width � �r� ft+ /L� ;t + �,. ft= 3�� ft E-18 . �� pS� 3:1 !:1 5:1 6:1 7:1 3:1 �:1 S:1 6:1 7:1 8:1 7��Iope 0 3A lA 5A 6A. 7A 3A �A SA 6.0 7A !A . 1 J.09 1.17 516 6JA. 7S� 2.91 3.dS �.76 5.tb 651 7A1 2 �.19 •35 SS6 b.S2 8.1t 2X4 3.70 t5/ SJ6 6.31 6.90 � 3J0 �SI S.� 732 E.l6 2.75 357 �1S S.tlO 5.79 6,t5 � 3A1 l.76 6?5 7.89 9.T2 2b6 3,15 �.17 �.84 SA6 6Db 5 35) 5.00 6b7 __ 157 • 10.77 2b1 J33 4A0 4.62 5.19 571 6 3.66 S1b 7.1� 93e 1207 254 �.?] 3.85 �Al 4.43 SAi 7 3t0 SS6 7bD 101{ 1373 2A8 �.12 3.70 �I3 �.70 S.13 8 �.95 5.66 83.7 ]15� 15.91 2,t2 3.Q1 3S7 �.fb �A9 {A6 9 t.11 6?S 9AD I3A1 1l.VZ 2�6 2.41 ]AS 3.90 l�Q ♦.65 ]0 t29 6.67 IOA iS.OD 2333 231 2.E6 3J3 3.75 �.12 4.t� . 11 �AS 7.1� 11.11 1765 JO.0 226 2.76 31J 3b1 3.95 626 • 12 4.6V 769 1250 �l.t� 41.75 221 2.70 3J2 3A9 7.s0 4.00 ' G"t::: " rnzFSS_L�RE DIST'�2t�Trrt��T 5��;;-��; . 1. Select number of perforated laterals -�, 2 Select perforation spacing=�,� {�, 3. Since perforations�sHould not be placed cioser than 1 ft to the edge of the rock layer (seQ p. E-14),subtract 2 ft. firom the rocic Iayer length. �1..L�� .,�•2 ft. _=�'L ft � � 4. Deiermine the number of spaces between perforations. Divide the length above by perforation spacsng and round E-17a � down to nearest whole number. N "K 1r.!Sir.s•`'� He.s�d Perforaeon dismetar(inchesl Length perf. spa�cing � '^, ft+ :�. ft � � �� spaces -- �is2 �ia • (3) (2) �.a � osb o.;a is o.� o.�o 5. Number of perforations is equal to one plus the number of z� o.so l.a► ?S 0.89 ].l7 perforation spaces . 3.0 098 118 • 4.0 1.I3 i.4� ly SP8C25 �i- Z �,��perforations/Iateral —�:2 i16 1.65 aUs�lA foot of head for rnidmtia!rystems. bUs�20 feec of had for otl+er establisha�mte 6. Multiply perforations per Iateral by number of laterGls to � � � get total numbes of perforations. . E-17b I ��.e...r...r..r,..�.ar^�..�..rr�.r� �e�,.t, x pe��i�,t= y�. perforations. �-..-,�°"�.`..,......�'. �,,y"�'' 1 inch 1.5 u�ch 2.0 uicn 2S 14 18 2g�! 7. Determine reqvired flow rate by multiplying ' 3.0 13 1� ?6 ' 3.3 12 16 ' ?S number of perforations by flow pez perforation � a.o 11 ls �; (see page E-1� s.o to la �� . 4�. .�U _ � � X aa�+�a� - �m' E-IS � ...,....�.., �....�..�.�_,..,o. 8. If laterals are connected to header pipe as shown on page E- I5, select minimum required lateral diameter from ;able on � �.�. page E-17; enter table with perforation spacing and number � �,.�'' �- .of perforations per lateraL Select mininlum diameter for �� perforated lateral,= inciles. E-i2 ��-' I 9. If perforated lateral system is attached ;o manifold pipe near �""" � the center, as on page E-12, perforated lateral leagth and n'T�:ti �_� .',��. .' number of perforations ��r lateral will be approximately one ''�""'""' half of that in step 8. Using these values, selecr�inimum __ . � '�""" diameter for perforated lateral from page E-i7 as ') /�.�_, -�,�.,�� -_-- ' inr�oc . r-�.�- , � PII�SL•LECTION PRQC`�'U TR A. Detexatir�e paaip capadty: 1. Minimum suggested is 600 galIons per hour(10 gpm) to stay ahead of ' � water use rate. 2. Maximuat suggestied for deiivery to a drop box of a home system is 2,700 gaUons per hour(45 gpm)+to prevent buiId-up of pressure in drop box. 3. Use value from de3ign of pre3sure diatribution system. SELEZ'I'h'D PU11�C�PACTIY 3 I gpm � p�,p�I'Q'�' , � � B.Deterntine head requiremattx � Point of D'uch� •r r: 1. IIevation diEference betvveen�pumP�point oE discharge. n��Digaena ,; ., 2. If pumping to a pressure distribudon syst�n,add five feei for pressure required at manifoid , ��f� F-18b 3. Frfctiotlloss . � i��2v0 m�d�o incti a. Enter frictioa Ioss table with gp�m and pipe diameter. �� Read friction loss in feet per 100 feet from page�18. 10 0.69 0.20- F.L= fL/100 ft of �'�,� 12 �.96 0.28 /• S piPe : b. Determine total pipe length from pump to discharg�e • � i6 i.63 o a8 point, Add ZS parent to pipe length for fitting is zo3 0.60 loss,or use a fittin loas chart. valent i 20 Za7 0.73 0.11 g � p� 25 3.73 1.11 0.16 length-1.?5 �mes pipe length= � 30 5.23 1.55 a.23 ��_x 1..25�; '��_feei � 7•� 206' 0.30 C. Calculate total friction loss multi 1 �n � I1.07 264 0.39 � P� g 4S 14.73 3.2$ 0.48 frictfon loss in ft/100 ft by equivalent pipe length. 50 3.99 oS8 Total friction�oss= /. � x � ,S� _+Zpp= / , ! feet SS • a.76 0.70 4. Total head required is the sum of elevation diEfer+ence, � � � 5.60 0.82 '. special head requirements,and total friction loss. � I_� + � +�_ . � (1) (?J (3v TOTAL HEAD ,�„_feet . � C. Pump selection 1. A m must be selected to deliver at least D-� pu p �,.L gpm (Step A)with at least �?�1 feet Of tOtal head(St�ep B). �*+�*m scrv.aa r�ows iN c�o►,s �c�e oor r+uwnot rYrt or R�1p[NCS`� , actipooe.s t n rs rs D. Total Pumpout Volume 2 ,00 m ��o sQx 1. To maximize pump life select sump size for 4 to 5 pump operations per day. , ' •'° � 2te �� 4 600 373 236 vmuN U �+4: // � �O]'LR pC!dOSe � r�o ,eo z�. r,�:r. 2. Caiculate drainbacic ; ,� �• � ;;o �'. 1. Determine total pipe ler�gth, (.r feet- " �Zoo sT� ,oe c:w„r,. 2. Determine liquid volume oF pipe, � 4/ gailons per 100 feei. (see page F 18) a�'��.. F-18a 3. Multiply length by volume: Drainback quantity= �;,,,r,,� ;�� c�uoR:e��oo r� �:v feet x 1 4� gallans/100 ft._�j_ga,llons. 1:• 4.4 'Suggeseed drainback quantity is 10 percern of pumped quanrity. A larger drainback 1.25 7.•��, percentage will decrrase pump starion efficiency slightly but pumping en�rgy costs are usually a relatively small part of the total household enagy msa. 1.5 1�.58 2 :17.43 3. Totat pump out wlume equals dose volume+drainback 2,5 24,$7 ( t l�llons per dose+�gallons= I �_:� Total Gallons 3 3 8.4 4 66.1 • L-13 CERTIPICATION ;� 00627 Loqs of Soil �orings Y � . Location or Project Peggy Oqland, 4225 Co.R�. #6, Oronu Borings made by S-P Testinq, Inc . Steve Schirmers Date 11-15-90 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Fiand X , or Power__, Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 , in in feet Surface elevation 95. 5 feet Surface elevation 96. 7 0 - p - Topsoil dark brown Topsoil dark brown 1 _ loam 1 _ loam 0 - 1 ' 8"-MOTTLING 2 - Rusty olive brown 2 ' 2"-MOTTLING 2 - 0 - 2 � 4�� clay loam 1 ' 8" - 2 ' 10" � Rusty c�ark gray 3 - 3_ - br�wn clay loam 2 ' 4" - 3 ' 4" Rusty olive brown — loam Rusty gray brown 4 4 - clay loam 2 ' 10" - 4 ' 10" S Rusty gray brown 5 - loam 3 ' 4" - 5-1/2 ' • Rusty gray brown loam � � 6 - 4 ' 10" - 6 ' 6 _ 5-1/2 ' - 6 ' � 7 - 7 - 8 - -- 8 - - rnd of boring at 6 � feet. End of boring at 6 � feet. Standing �aater table: Standing water table: present at 2 � feet of depth, present at 3 � 8�� feet of depth, 22 hours •after boring. 22 hours after boring. Not present in hole Not present in hol'e � ' Mottled soil : Mottled soil : . Observed at 1-1�2 �feet of depth. Observed at 2 ' 21 feet of depth. Not present in hole � Not present in hole Comments : Comments : L-13 CERTII'ICATION � UU627 Logs of Soil Aorinc�s i �• ' � Location or Project Peggy Ogland, 4225 Co:Rd.#6 , Orono IIorings made by S-p Testin^g, Inc. Steve Schirmers _ Date 11-15-90 � Classifiction System: AASHU ; USD11-SCS X ; Unified ; Other Auger used (check two) : Iiand X , or Power , I'li ht g , or nucket X Depth, IIoring number Depth, Boring number in in feet Surface e.levation 94 . 7 feet Surface elevation ' 0 - p _ 1 Topsoil dark brown 1 - loam 2 - ' 2 - 2 ' 8" - MOTTLING 3 - p - 3 ' 2" 3 - Dark 3 � 2�� _ 3 ' 8" g�to�ambro n 4 - 4 - Dark gray brown clay loam 5 - 3 � 8�� _ 5 � 2�� 5 - Rusty gray brown clay 6 _ 5 ' 2" - 6 ' loam 6 _ 7 - 7 - g ' ". 8 - • End of boring at 6 � feet. End of boring at feet. Standing water table: Standing water table: present at 2 � 8�� fcet of d�pth, present at feet of depth, �2 � hours •after boring, hours after boring. Not present in hole Not present in hole � ' Mottled soil : Mottled soil : Observed at 2 � 8�� feet oF depth. Observed at feet of depth. Not present in hole Not present in hole Comments : Comments : . C�RT. #00627 � . PERCOLATION TEST DATA SHEET Percolation test reaciin�s made by S—P TP�ti ng.,, Tnr . on 1 1 -1 6-90 st:irting ar 2_ 16 ,l �,n� ' ��.•i . Text hole tocation 4 2 2 5 Co�.Rd. #6,Orono , j�{ole numtx�r 1 , i�ate hole was prcparec� 11-15-9 0 Depth of hole bottom 12 inches, Diarneter of hole 6 inches Soil data from test hole: Depth, inchcs Suil texwre 0 — 12" Topsoil dark brown loam Method of scratching sidcwall Kn i f e 2 Dcpth of gravel in hotrom of holc inchcs ... Date and hour of initial water�Iling 11—i 5-9��,��OtD�i�al water fillin��, 12 inches abovc hole bottum Method used to maintain at least 12 inches of water depth in hol�for at least 4 hours Automatie s iphon 6 - .Maximum watcr depth above hole bottom during tcsc inches Time Percolation Time interval, Measurement, Drop in water rate. Remarks ' minutes inches level, inchcs �uinutes per inch • 2: 00 prefill 6 2: 16 2: 31 " 3-3/8 4 .5 15 min 2: 36 2:51 " 3-1/4 4. 6 � " " � 2: 52 3: 07 " 3-3/16 4. 7 • " " � 3 : 14 3 : 29 " 3-3/16 4. 7 " " � . Percolation rate = 4 ' � minutes per inch. . C�RT.#00627 � . PEI2COI.ATION TEST DATA SI-IEET • a.m. Pcrcolation test rcadings madc by S—p Testi n�, T n�. ��n 1 1 —�1�6-9��tarting a� � - 1 7 ... p,m. Test hole locution 4 2 2 5• Cb.Rd. #6,Orono , Holc numb�r 2 , Datc holc was pr��i:�rcc�11-15—9 0 Depth of hole botton, 12 inchcs, Diamcter of holc 6 in�hes Soil data from tcst hole: Depth, innc�s Suil trxturc � - 1 �" Tnn�ni 1 �3�-Zrl{ b.r-pwn 1 nam ;Victhod of scr.�tching sidewall Knl f e Uepth of gravcl in bottom of hole 2 inches .. Datc and hour of initial water fillin,g 11-15-9 0� ��,��O��itial water fillin,E� 12 inchcs above holc hc�ttom ;vlethod usc�l to maintain at Ieast 12 inches of watcr�Icpth in hole for at Icast 4 hours AutomatiC siphon , Maximum watcr dcPth abovc holc hottom�uring trxr 6 inchcs Timc Pcrcolution Timc I interv�l, Measurcment, llrop in water ratc, Rcmarks minutes inches levcl, inches minutes�e;r inrh • 2 :00 prefill 6 2 :17 2: 32 " 3-7/8 3 .9 15 min 2: 35 2: 50 " 3-3/4 4.0 " " 2: 53 3 : 08 " 3-11/16 4.1 • " " ' 3 : 13 3: 28 " 3-11/16 4 . 1 " " � Percolalion rate = 4 '1 minutes per inch. - - � � DATE TIME CITY OF ORONO ca��E�iN ��'�" `�� INSPECTION NOTIC� SCHEDULED ?� � -�r -�� PERMIT NO. � COMPLETED ADDRESS `�aa' �'� � �"�E- �� OWNER ' �- � �c, � _CONTR. ��(��i�ti"1� Z .� �- ti��`�"-' TELEPHONE NO. y 7�� `s� _ � DESCRIPTION �B GC/� u.l� t� 01 FOOTING 11 MECH ICAL RI 16 WELLTEST PUMP � 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS � 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Z Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS Q 07 DEMO—FINAL 27 SEPTL�.N1A1fYT. 21 COMPLAINT � = 09 PLUMBING RI �SEPTIC INSTALL�� 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a - � J O r-- � � �O � W � Q � 2 W � W � � d �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � ❑ CORRECT WORK R PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r� PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR I� CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor it . Inspector. White Copy/lnspector's File Canary CopylSite Notice DATE IME CITY OF ORONO CALLED IN �� INSPECTION N T � SCHEDULED �� PERMIT NO. COMP ETED ADDRESS 5 OWNER CONTR. � � ,1_�/Y1'�� TELEPHONE NO. � DESCRIPTION � � � ��IIZ � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAI FINAL 18 EXCAV/GRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK•UP O6 PROGRESS � 07 DEMO—FINAL 27 S C MA 21 COMPLAINT = 09 PLUMBING RI 15 G . 22 FOLLOWUP v 10 PLUMBING FINAL 23 SEP,T/ICyLNAL Q OWNER/CONTRACTOR TO MEET YOU:�rES_NO 2 ��„ COMMENTS: W �a � J O � � � O i W � Q z IOOD � S - �^'/ W � °� S � j d �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O O CORRECT WORK,CAIL FOR REINSPECTION _�TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContracto o si : Inspector. White Copylinspector's File Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NO SCHEDULED �_ PERMIT NO. �� c MPLETE '1`�. ` ` ADDRESS �'— �� O OWNER CONTR. � � �'. TELEPHONE NO. � � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BUFNER/FIREPLACE 19 LAKESHORE/WETLANDS Q Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT i 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP v 10 PLUMBING FINAL � OWNERICONTRACTOR TO MEET _ _NO � COMMENTS: � r {.(['� �.�/-�� + � � �k � O � W � Q � 2 W � W � � d W ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING 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 the next inspection 24 hours in advance.473-73rJ7 Owner/Contractor n it Inspector. �� '- �'� �/� White Copyllnspector's File Canary Copy/Site Notice