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Home My WebLink About1996-008414 - new septic system ,, PERMIT � �Il'Y OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 '=�L�.l��r�i �; �1��EEi Crystal Bay, Minnesota 55323 Permit Number: t.;;;;�;�i� (612)473-7357 Date Issued: �_3�:�j�.�;,;F, SITE ADDRESS: •�_�•.��; =��=4t1��i'=��fi �� L:=:U �'. I .�1 . : Cy�.-1. �.:'—:�':=�—;:'�—i yt:�1�� DESCRIPTION: t,lE W ��:EF'T T C: ':�Y°�:1��i :;�w�r � �,�:�t•Yr F'�rrr�i t• Typ� N�W '=:EF``f I�: �_�Y:��TE: '=��_w�r L� ��t•�� W�=t'��: �y�� i�:'r�I�:��t�4�.:E REMARKS: FEE SUMMARY: ��t'��C F{^F' '•��,t1(? ,i}{_} `_:tal'��fc!1'�t= __....____ � �t3 i�_�{.�1_ F�� .t:.�r��_� CONTRACTOR: — A��=1 i c��-�t. — OWNER: �-:�?Y�:�� E?(C:�f�1�T I h� �,�.��,iF.�` :=•T I t:E�::l�tE�d �j ';:�::1-i�J�;�i� ';_''r'��; ;�=:�:t�lf�3 '�� [�� :�i 3'.;._' i"If=�h{i Tt;i��A hf��t�E i�t�+°=�E �°ih� ��:,.,�=,:_: W�7Y�::�TF'� �td ��:<<'��. t: •r_'�1',::i '�7�.;�—:��.;�1 �:r�1'�:J 4?t�.—F�f t�,:� � l_J V � f f� { r�1f lr��{�'.�� t._ 't"I"l I�'T i'•�� I,�yil` �� S�'... i..}is.. L.:i C.i F `•�L..i�;�_f.! � :��. �`.L�.Ht��1. 7t��_. {—,��f�C:= �`.�.,_ .., _ � . t 1•'�•_� _. � �. �``;t-,.••.�. � r �_. a�s:.'r—;'r... �F�`'�?�..��•_...t;�...i:=: '��'�i:�l:�I�i� i�iv�� t�i�l��:'�� T�;� L:�� iL!_ �.�i=ii�`��:: I t� �=i�I�:T ��f��•1;='�_I.�;��_� ��*i r� �;.._i_ t:�I f�i` $�f� � �_��C�_��i! f.t��}��=�i��;�,.�: �;,P'.��) .=�T3-�� _;�' 1'��;��-`.-�i_F�{-� �.l_1 f,E_1 F T i.�::r L:€_i;;�.:. f°:=".��'�.%.I.�t;'��.i�# �_' • � �� , � t � �e �� APPUCANT-PERMITEE SIGNATURE ISSUED BY:SIGNATURE s • � '� i / � - CITY OF ORONO SEPTIC SYSTENI PERi'�IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, Ni�1 5�323 JOB STTE ADDRESS: � / �� "�'"� � �� - Occupancy Type: Residential ��y Commercial Other Permit Type: Ne�v 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: S�i �k�-ti �- S`�'."•�-Z PhoneNumber: �f��- � 7 C; � Nlailing Address: 3� 7 ��,�. �.�b�. - i,�.�z.��; City: �p� Contractor's i�Tame: �� k s._,.,� PhoneNumber: �> > - i�c� z Nlailing Address: City: �p� DO NOT N1AII.. PAYMENT WITH THIS APPLICATION GE�IERAL Ti�ISTRUCTIONS 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 begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holdin� 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 Ciry Inspector. 4. The followinj 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 a�ain during pressure distribution pipin� installation in the rock bed. D. Final i.nspection 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 durin� inspections: A 24- hour notice is required for all inspections. . � N01'E: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be installin e following: � � A. Tanks: Precast Concrete Other Manufacturer �� Tank Ca acities: 1 � al. 2) pK gal. 3) ov gal. ;' � -Li.-g � -/� _� _ �,�,.��N - B. Pump Station (if required) Pump make & model ��,,1� w�bs�r� (attach pump curve & literature); system design requires 39 gpm at l b feet of head. High water alarm make & model Ce.fe le,e.w� . Outside ' electrical work to be completed by installer �lectriciari �� `�� ` other . Inside electrical work must be completed by electrician. C. Treatment System: � Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions (U 'x� Drop Boxes Sand bed dimensions /U.6 'x yl ' Distribution Box Pressure Dist. Pipe Diam. /%" Maniford Pipe Diam. z " 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: Date: �I'^�S �J6 MPCA Certification No.: �f � Staff Review: Appr val J�� Denial Reviewer: Date• �� Reason for Denial• i � , ,Q, Q� �� CITY OF ORONO — ;�;, s . y � � �� _ SEPTIC SYSTENI A.PPROVAL O M1� O ��'.,r � �,� ��;��; r ��'��-�� , ��I�I�Y of OR.��1'O � ,�� /� ��' -�♦ : -}l �[ ' f�; 1 lE�.y,',�� 1 � Y+' �" '11 ��'��=4.;y � �� t �a �� MunicipalOfTxes � ,. d�� ,�, .��°,� '� Post Ofrice Box 66 �'� '�� _ C� � c�y�Bey,M;�►��ss3z3-oo� �kESH�g� LOCATION: 2920 Somerset Ln. OWNER: GENEItAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing REPORT DATE: May 23, 1994 The City of Orono has Approved your on-site system design as of June 19, 1996 (approved-disapproved) (date) with the following comments: THIS IS NOT A PERMIT. Ttiis is a design approval form which must accompany the site plan. A perznit must be issued ta a lice;ised septic con[ractor prior to instaliation. A list of currently licensed septic contractors is enc.osed. NOTICE TO INSTALLER�: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspec[ions 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place untii final site grading. Approval ta.pout'.footings will not be granted until tlie Inspections Department has verified [hat primary and alternate sites are adequately protected. _ _ _ NO VEHICULAR TRf1FFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after syscem constr�cticn.. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy �vill be ava�lable at the City Offices for the septic contractor. _ CITY OF-O ON _ _ . _.,i By � �- � Stephen eckman, On-site Systems Manager � 7'ELEYI iONE—473-7357�FAX—473-0510 , , ' , • , ' �-�' �'"�STING, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE � St. Michael, MN 55376 • (612) 497-3566 May 23 , 1994 Tandem Properties Lot 19 , Block 1 Coffin Site Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type l, five bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are SCS soils mapped - LrB - Lester loam. A seasonally high water table was located at 12" to 24" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 20. 4 min/inch. 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 drainage to the pumping chamber. The distribution pipes 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. 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 witYi a light and sound device, this is in case of a pump failure. (mercury floats are a good method) . All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT' D ', , i , � � Lot19 , Blk. 1 Coffin site (2) Keep all heavy equipment off of the proposed treatment area before and after construction• ThDesientisnnotrvalid�&ltheesystemdwill before construction. This g ro osed need to be relocated if failure to protect the areas p P for On-Site Sewage Treatment occurs. With proper installation and maintenanceffectivelytem should have no problem in treating septic effluent Nothing other than gray water, (laundry, showers, etc. ) human waste & toilet tissue shoulecommendedsedSmaller�amountsPofclaundry Garbage disposals are not r soaps , dish soaps , cleaning agents, etc. are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every y ear if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance. _ � teven B. Schirmers SBS/ds �.� 1)�- , S6 JL 33' �dF�� . r -��..Drt1� � N t �� -� �� H�aV� ��,��p��`�-� � �� — � � �� . I vF'F o� -tN� 4t�o4o�.t�� -Ce��-tM�� Af'f��flVEa s� �1lHMITT 1a'�GF}S '8�'F O�C= '$ 1'�'�'��lG LO1-��'8-1�L'C1G1-1 �Y(�g�- 'oo ;� � � � �x�q�,,s,�.t � � � ',',�� A�€�O�/EG VdtTH COR - 10N3!IS NOT�D �R ,';r NO i APPf�OYED� — C�"c 'CT & RESUBtd1tT ��se corwra�nts are tor Your ft+tot'm AW wuorlc s4wn ie�ne � �� +c 9q�f ;: 1�M1; cc�blr� wlth ai! � � � ��` 19�S #(. � ��y�Ksr?er^+ss n��4 �g, ita�m, not no4ed m thhc � '` q9�� / \��"� �`T"�t ;i-t;i4. ty�ti� �i .T"� 3� %;i `cT..� '�,-� . . {/1�ET L.A I�1� - r 1 � T`-S v�T ( � /, !/\` 1'1 b. � � � \ t 20 � - � � � �� x� � �9.L � {-. �,� + ��; y -� ! �c.y � '� �9�.3 S i . � �YoS� � \ �j� � YY�M'P 11..�1� \ � j � Ll�qwr6�2 \ �i ,� � � �� t i F , � i"�o�s�ti��'c,9, `/9�,4 'SA��- �� J�A�O�S 5�-� '�� . �� , +`�9�.0 `�:�)� � Q� � �..�uo�p Lo'F��?-1 �- t-o�o►-+S��►.-.� - `%�� SIl 1 'T y# , Ll'-l1�� il4-�J��O�� °r�r1.3 / �\ �' ' " - - - - / �L �� sc� �� b� 9qy S r �` - - --� `� �� - ? '(�►ktM�}�'� / 4' I\ . �� \\ J �� Perco?o!ion Tests Scale� �- - �v M P+'�� 99K� � � ��t,. Hu�s� — �� ,�� I � � ��' XSoil Borings �� J ' � \ � ` � `19��9i� ' ' � \ �+Bench Mork � ( ' � � - — — � � �� -t- I ,3? q q, \ \ Note� 1"his system is to be cons'ructed to ;,�ee! �- _ � �--/7} . � � _ `� �� 9Bq // t�o4eS�� I the IJir�nesota Po�lu!ion Con!roa A.^,enCy �� F y--��o_x �,� �-C��-trn�-� , Chapter 7080 & Local Ordinance c- �9�.5 � -\` �/ R��Y� Ov 1�o � M �y, _ . + i rO�OS'PC � v� � 9959 W��-`- � N °I Check all underground utilities �,2s ��.� �� P�ptRTY CF� GD'��1?-a �t�__ _ a '�nA�. — - . — — Lo-t 1�1��0�� ----- - l7Y_ol-�0 M� .�� . C�0. I : s-P rEsriivc iri . (`y� �1 �//�� /()�� , • . l.CSiy�l�.� iJy: �.li1ti K./• y� `"+,�,-�- � Ca�e s/�V�� PN. 6•2 -:97-3506 _ I � � _J � . . _ a�_ - `� 4;) SS ��! .. _� ` lo x��S F-o B�ro S ! ' , � . SS - - �- _ . � , ,N •\ , � - o� - 3.5► �F�°` �o�'� 3.y� i•5�SAs�o ' - 'P��>..! v��uJ ti� SET- aacKs . �_— a ; °' --- ��' ' � HOUSE ( • System must be� � � • . Tank � from property lines X - S�.-��c�1.1_�p S�1� l��Q-��_, Ll. � �'� � from wel!s . . WALI� - dWT � � from b'dqs. � ��,. , - ,�„ . � Trea!ment orea _�from lokes, _ streams � Treotment area �� from property lines NOTE=Power supply and switches must be Iocated in a . MaN Ho�S ��n ►�-" 7S�from we!Is . weather proof encAs�ue ou!side the pumping chomber ond manhole . � aRc�F"`' �'from bldgs. � � �--► �s?'from trees � � SOIL BORING EI.EVATIONS i � r - ,� � e I 1 , � . �Qmin. , . � THAI �L.-�.S '��`L-a9L .� } � . � • o�•,da.su I i e TH. 2 El_.-1�4s3 '�1��`7-�g5s.S. � - 5 - grade�% � - Tonk � � Tonk � I .- TH"3EL:9°��'z3 -fN�4S -�t�6.3 ; Drop to Tank I (1 ; I �y� PRESSURE DISTRIBUTION MOI�'ND S YST EM TH•.�`L-o,�L•q . , . �� L� �--� � . - Min. I to 8 � � ; TH�5 E - � � P�mp,ng L. 9�.q � Max.l�to4� '� ��P Tx�U��s SN�At.�.oc�J Chomber E�E1/ATION ot PROPOSED PUMPWG ! . 4��10 6�dio.pipe CHAMBER-`�°��.ou�> �rn�'�93•0 � i � � �4�oNr..�0'4. t� Y>�.o c.`(�- �vo6.o ; SYSTEM DESIGN -MOUND _ i� _ ��w�s-c '��oo�-9��s:a � � � i TYPE-S, � BEDROOM , Ave�oge percolation rate�min./inch (design.83 sq.ft treatment oreo per gal. of daily sewoge flow) - � .'�gal./day x.83sq.ft�gal.��,sq.ft.of heatmeni orea +10% _��sq.ft. (.= IOft.width=�ft.Iength of bed area+side slope run�to I x�heigM= �_ft.x`�ft.lawn•area needed) � � � qean rock needed- �_sq.ft.treatment area x •��depth af rock�L`�cu.ft=27=�'Zcu.yds,(3/4'�to 21/�'dia. ,includes 2��of rock above pipe� . ' � �~�`�� Clean sand fill below rock needed�.`i�cu. s. a cu. � � w�s�� yd pprox. , sandy loam back fill �` cu.yds.approx., topsoil 6��_2� . yd. A�1�=.--S.f3N0_._._Qr4s1�_:----1-rl- (ZEtor'1M�WD '�O A00 10'70 -�O -('OPSOZLFOE- 1RK4��.AZ '�4�PE.�D _._L�Yo_.'S�.} Number of tanks required�_, Ist tonk�Qgol. , 2nd tonk o v gol.minirrx�ms F�us P�-lm P�N t� �t� Rm p�R- � ; . . � � Pumpinq chamber capacity- 25% of daily sewoge flow of�_r�al.=_�gol.+reserve storoge of 15 0��I/BI�.�2 gal.+pipe bock drouioge— ;_ N PROPERTY OF: C C'��i'r 1�..1 5 rt°`�- � of��gal./IOO lin.ft.of � dia.supply pipe, lin.ft,needed �_, �S ga,.+manifo!d 1`�gal./IOO linft e43��dia.pipe,In.ft needed `� ,3._gol. �p� !°I, v��'OL1L �� ; _ total capacity needed 3�,�.gal.(plus area for pump) uSE rn�n. �.�0 gq 1.ca P. � D'�D�a j�1 �..�• N��11..�. d0 . � � _ Disiribution pipe ��db. ,�`�lin.ft� �)32�dia. perforatbns�.S��aport � . Pump s¢e�hp, (pumpobte capocity _��gol. 4cycles/day) ��s_�_(��__��po Pa�ss �,, o�se.�1RQ-U�.,_��Aa�D�,_ � S'-P TEST�NG N . , � . Note� When constructing bed .- , tnis oreo shoub be shaped Note= Distonce- from treatment oRo �o ne+ghbor�ng we��s— t pes;gned "y- �•��L '"'— to divert run-off from entering treatment orea. �'�14''C�- ..�Dv `' ' . ` Do!e�S/i?./''� , PH. 612-497-3566 ' , �. , MOUND DESIGN WORKSHEET , • . ; (For Flows up to 1200 gpd) A. �.�W Estimated Seaage Flow in Gallans per Day(gpd) Estimated�gpd N�� Typ�I 'rype II 'I}�pe III Type IV or measured - x 1.5 = -- gpd. s�a,�,r„ 2 300 Z1S 180 6ox B. SII'TIC TANK LIQUID VOLUMES 4 6 0 3�s° i's6 „� s �w eso 29a m I-1o1�� 1-/�ev gallons � � � 3�0 �� 8 1200 675 408 �� C. SOIIS(refer to site evaluation). � �, u� �� " N�� „*� ��,,, 1. Depth to restricting layer=�a '�0 1 �G inches B °� �, �,, 2. Depth of percolation tests = 1 a ` inches `""�`' `""m`' 3. Percolation rate a o� mpi 23 a'a ,'o�o°o i'.s o 4. Land slope Ll % ;a 8 z'� � • wc 9 See fig.C-6 (x 1S) � D. ROCK LAYER DIlViIIVSIONS 1. Multiply flow rate by 0.83 to obtain required azea of rock . layer:A x 0.83 = , �So gpd x 0.83 sq. ft./gpd = (o�a sq. fH►e`�v'(��y° 2. Select width of rock layer(10 feet or less) _ /o ft. 3. Length of rock layer = azea=width = Rock Bed �_.Sq. ll.J' �I L. =�_l l. �1�1~l�r�t~t•f~l t f r�t•f�I J r� � ti•�•�•ti�ti.ti•N1•ti ti.S•ti•tiK.1.ti•� 1•f•1•t•1N•t•1•�•f•f.J.1.f.I•f• ti•t•ti.1.1�ti��ti•ti�.ti.ti.ti.ti.ti.ti.ti idth 510 ft. ti?tifS�tiiS:ti:��ti�ti��tifl�tftifti�ti ti •!•!.t•�•J•J•�.t.f.�.f.f•f•l.f.f. E. ROCK VOLUME ~- �Dg�` -� 1. Multiply rock area by rock depth to get cubic feet of rock; �� sq.ft.x�ft. _�cu. ft. 2. Divide cu.ft.by 27 cu. ft./cu.yd. to get cubic yazds; �cu. ft. �27=�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. ADSORPTION WIDTH L.�->�' ', �-G��'', A� ti�,w�a�,s� Table 1. Percolation rate in top 12 inches of soil is a�� mpi re�o,,ti�,�� °� �°°� M;,,,,�, ;�, Soi1Texture �°ij' '°�bed P� raw�.� ad,m . (p�� fae ,bvenm wah 2. Select allowable soil loading rate from table; Faster than 0.1 oa�sana l�o l.00 ,�- gpd/ft� 0.1 to� Sand � 120 1.00 0.1 to� Fine Sand �•� 2•� 6 to 15. ndy Loam O.i 9 1 S2 3. Calculate adso t�on width ratio b dividin rock la er 16 to 30 [,oam o.bo 2.00 � �' g y 31 to 4� Silt Loam �-� 2•� loading rate of 1.20 gpd/ft2 by allo�vable soil loading rate; �to bo c�av Loam o.4s 2.6� 1.20 gpd/ft2i ,� �gpd/ft�_ :�,G� Slowerthan 120 Clav 024 5.00 "Soil having 509G or more af fiae ar vay fine sand 4. Multiply adsorption width ratio by rock layer`vidth to get required adsorption width; �x�ft= �c�, ft . • ; ' G. DOWNSLOPE DIICE WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe �_ft-�_ft=.�_feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation ��feet b. Multiply rock layer width by landslope � tooe ce�.� to deterinine drop in elevation; ': �eot Ro eo Slope Difference s.oe�et�op r..e �l, x�_%1100 =�_feet SIODe Dltt�renee � ei u�slove wldtn c. Add depth of clean sand for separation (2a) �-feet RocK BeG wtGt� at upslope edge,depth of rock layer(1 foot) to depth of _�lL�eet ooW�s,00e w+ot� cover(1 foot) to find the mound height at the upslope edge -�-�--feet of rock layer; �.S ft+ lft+ lft= 3•�� feet d. Enter table with landslope and upslope dike rario. Select dike multiplier of 3.4� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3.S x 3•�t 5� _�_feeE f. Add depth of clean sand for slope difference (2b) at downslope edge,to the mound height at the upslope edge of rock layer (2c) to find the downslope height; � �� ft+�_ft= 3•q feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of y.'1 l. h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3•� x �i•�L =�_feet i. Compare the values of step G.1 and Step G.2h Select the � greater of the two values as the downslope dike width; /9 feet _, : :.::.. .:::.:.�osioo.,�nat�: > . . . �.;.::::::::::::::::.:: _l�-.r��c �::<;:<�'•<.>:;:;;<:<::::>�:;>'<:::<>`.::>:�::.�....:..:;:;::::::::._,.�:.;.:,...:........: �. Total mound width is the sum of ;;; :,.....:;:.;>:,.., .. ;.:::>:;;;::::::. upslope dike (G.2e)width plus rock � ; �oo��o�,a�� layer width (D.2)plus ' UDSIODY W10[11 "" �o�� .W�al� 3 _1"3.�.tast �reet downslope dike width(G.2i); _ f : 1 � ft+�ft+�_ft= ��feet � � ` : ... . .: k. Total mound length is the sum of E oow�sioos v+iain .,....�`'�rea� �:::»;:x:;::>::;<::>;::<:::»::>::::»;;;:.;:-:.>:::::::<;;.;;:::.;;;;;;:.>::::>::>�;»::<:::>:<:::;;::.;;;:,::.;;::;:;;..;.::,::.;:::;::�::::::.,.:;: upslope dike width(G.2e) plus rock layer � ' length(D.3) plus upslope dike width (G.2e); � ` ' ; >, i a ft+ �� ft+ I a, ft = � feet � < _.: ; ,>..,.: . :;: _ _ _, ._ �z l�i -� � � -+ �� /o� - . Totel lenptn �0(p wn ope ps ope 3:1 Ll a:l &1 %:1 3:1 4:1 5:1 &1 7:1 8:1 %alope 0 3D �.0 SA 60 7.0 3.0 3.0 5.0 60 7.0 8A I 3.OD �.17 5.76 e38 %�.i 291 3.di 4.76 5.66 65! 7.61 2 3.19 4.35 b56 5.52 5.13 ?.33 3.70 453 536 611 6.90 3 330 d i� a88 :.32 b.So 2T 3.�7 t.35 5.08 S.A 6.G 4 3.d1 C176.�. . 6.25 7.99 9.� 263 �:-3.Gi_�� t.17 1.8� S.fb 6A6 S 353 5.00 66� 3�7 IOTI 261 -3.33 6.00 1.62 5.19 571 6 3L6 S1b 7.14 9.38 1207 2�t 3.73 3.85 L41 6.43 S.tl 7 3E0 SS6 7.69 I034 1373 238 3.12 3.7D l73 iiO 5.13 8 3.95 5.$8 833 1154 1a.91 242 3.Qi 3S! lnS 469 �BB 9 1.11 G25 9.09 13.06 18.92 7�0 2% 3.Gi 3.90 d30 4.6i 10 «9 6.67 l0A 15A0 Z333 2.i7 286 333 3.75 4.12 4.�6 Il 4.48 7.1/ 11.11 17b5 30.33 Z?b 2i8 3.21 3.61 3.95 4?b i2 �b9 7.69 1S0 ?IA3 S3.7i 221 2TJ . 3.12 3.49 3.8D 6.06 � . ' t F-17 PLJMP SELECTTON PROCEDURE EI�D PERFORATION OF A PERFORATED L,TERAL A. Determine pump capacity: �� Gravity Distribution T� 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of ' '• ',;,,,a W,M�..F,e,k,,,,,,,- water use rate. Y_.�"�'S"°""` -"�''°' ""°"°'°'`""'° � w,s�.a,e..,oao..� 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . _ ^•+«•��a��»�,�.,�^�°�h �»��.a. � gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �,,.�,„ .'_.,�«., ,:•�o�aa o�a«.«.. . _ P.n«a�;.��ce�«a� Pressure Distibution ��^�� °"°"'°'`°""' 3.a. Select number of perforated laterals � . � b. Select perforation spacing= � feet `�°'�.'�,,�,'`"° c. Sub�tra�y�2 ft.from the rock layer length. �- ��-2 ft._• L(e feet d. Deternune the number of spaces bet�veen perforations. Length perf.spacing=�l ft.+�ft._�spaces Required Perforation D�uh e e. �spaces+1=�perforations/lateral „ u+�°'+�P�II""°�e(gp"� f. Mulhply perforations per lateral by number of laterals to ��3a ��a8e �2�p,, i A�� get total number of perforations.�,3; x �„�Q,,_��perforations. ��c� g. � x�lz�_�BPm. 1.Oa �� 0.74 SELECT'ED PUMP CAPACITY�"L gpm 2.�b �.g0 1.�4 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications _�,�feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. �_feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. �P��8�► Read friction loss in feet per 100 feet from table. Poinc of D�schargc F.L._ �• h./100 ft of pipe T/oo! b. Determine total pipe length from pump to discharge Elevation Difference I point. Add 25 percent to pipe length for fitting p�p 9q 3 loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pi length= F-18b �x 1.25=�o(o feet 1.5 inch 2.�inch 3.0 inch c. Calculate total friction loss by multiplying �, fr;a;a,i��oo$�r�;a friction loss in ft/100 h by equivalent pipe length. Total friction loss= a. x 100=�_feet 10 0.69 0.20 _� _1_QSe__-y 'i2 0.� o.2s 4. Total head required is the sum of elevation difference, 14 1.28 038 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 � + S + 3 25 3.73 1.11 0.16 (1) (2) (3c) 30 523 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 039 TOTAL HEAD �_feet 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 C. Pump selection bo s.bo 0.82 1. A pump must be selected to deliver at least ?�i gpm (Step A) with at least ��feet of total head (Step B). .i�.Zi l'l�'1Ct1TI0i� ,i UU61 i i,c��. :s i� -- "'�'= '-1;�1_ir_`�5 . Location o.r Project Lot 19 , Block 1, Coffin site, Orono . � Borings made by S-P Lestinq, Inc. Steve Schirmers Date 5-3-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number 2 in in feet Surface elevation feet Surface elevation 1000.3 J - - ----- 0 - �----._..- -- Topsoil dark brown Topsoil dark brown loam loam 0 - 1' 1 - 0 - 1 ' 2" 1 - Brown clay loam Brown clay loam 1 ' - 1' 8"-MOTTLED 1' 8 2 _ 1 ' 2" - 2 ' -MOTTLED 2' 2 _ Rusty olive brown clay loam 1 � 8�� _ 2 � 8�� Rusty olive brown 3 - clay loam 3 - Rusty olive gray 2 ' - 3 ' 10" sandy loam 4 - 4 - Rusty olive gray loam 5 - 3 � 10�� - 5 � 5 - 2 � g�� _ 5 � 6 - 6 - 7 - 7 - I 8 - 8 - � 1 End of boring at 5 ' feet. End of boring at 5 ' feet. Standing ��ater table: Standing water table: present at 2 ' feet of depth, present at 1 ' 10" feet of depth, 22 hours after boring . 22 hcurs after boring. Not �.resent in holr' NOt present in hole Mottled soil : Mottled soil : Observed at 2 � feet of depth . Observed at 1 � 8�� feet of depth. Not present in hole Not present in hole Comments : Comments : L-13 ,C�RTi1'1C�1`PIOi� ,; UUb27 l.,o�_ s of_Soil 13oi�it�5 , Location or Project Lot 19 , Block 1, Coffin site, Orono , � . Bbrings made by S-p Testinq, Inc. Steve Schirmers Date 5-3-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation 999• 3 feet Surface elevation 996' 9 J - -- -- 0 - ---- -- Topsoil dark brown loam Topsoil dark brown loam 0 - 1 ' 0 - 10" Gray brown loam 1 ' Brown clay loam 1 10" - 1' 4"-MOTTLED 1' 4" 1 ' - 1-1/2 '-MOTTLED 1- / ' usty 1' 4" - 1' 8" g�to�mbrown Rusty olive brown 2 - clay loam 2 - ' 1-1/2 ' - 2' 8". Rusty gray brown clay loam 3 - 3 - Rusty olive brown 1 ' 8" - 3-1/2 ' loam 4 - 4 _ Rusty gray brown loam w/traces of sand 2 ' 8" - 5 ' 3-1/2 ' - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - l 8 _ 8 _ � I End of boring at 5 � feet. End of boring at 5 ' feet. Standing �aater table: Standing water table: � � present at 1-1�2feet of depth, present at 1-1 2 feet of depth, 22 hours �after boring . 22 hcurs after boring. P:r_�t present in hole Not presen'� '_ r. hole Mottled soil : Mottled soil : Observed at 1-1/2feet of depth. Observed at 1 ' 4" feet of depth. Not present in hole iJot present in hole Comments : Comments : T __ ( : �_'l:ll�'Ll' i _._:11 1'./:, t' Uvv� / 1�CJ�. _i O1_ JtJ1 �_'_iSU1 L�1�5 Location or Project Lot 19 , Block 1, Coffin Site, Orono , Borings made by S-P �_estinq, Inc. Steve Schirmers Date 5-3-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 997•9 feet Surface elevation 996�9 J - — _- ---- 0 - ------- --- Topsoil dark brown Topsoil dark brown loam loam � � l� 0 - 1� 2�� 1 Brown clay loam 1 Brown clay loam 1 ' - 1-1/2 ' -MOTTLE 1- / ' 1 ' 2" - 1 ` 10"-MOTTLED 1' 10" 2 - Rusty olive brown 2 Rusty olive brown clay loam clay loam 3 - 3 - 1-1/2 ' - 3 ' 4" 1' 10" - 3 ' 4" Rusty olive brown Rusty olive brown 4 - loam 4 - loam 3 , 4„ _ 5 , 3 � 4�� _ 5 � S - 5 - 6 - 6 - 7 - 7 - I 8 - 8 - � � � End of boring at 5 � feet. End of boring at 5 fe�t. Standing water table: Standing water table: present at 1-1�2feet of depth, present at 2 � feet of depth, 22 hours �after boring . 22 hcurs after boring. Not pres�nt in hole Not pr_esent in hole Mottled soil : Mottled soil : Observed atl-1�2 � Observed at 1 ' 10" feet of depth. feet of depth. Not present in hole tdot present in hole Comments : Comments : L-13 .�:�1tTI1'tC:i�TIO(J ;i U�627 i�ogs of_Soi_1 Borir� � , - , . L'ocation or Project Lot 19 , Block 1, Coffin site, Orono ; • , . Borings made by S-P Testinq, Inc. Steve Schirmers _ Date 5-3-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Boring number � Depth, Boring number 8 in in feet Surface elevation 997•9 feet Surface elevation 996. 9 0 - �- - 0 - ------ Topsoil dark brown Topsoil dark brown loam loam 0 - 1 ' 0 - 1 ' -MOTTLED 1' 1 ' Brown clay loam 1 - Rusty dark gray clay loam i' - 1 ' 8"-MOTTLED 1' 8" 1' - 1-1/2' 2 _ 2 _ Rusty olive gray Rusty olive brown clay loam clay loam � 1-1/2 ' - 3 ' 3 - 3 - 1 � 8�� _ 3 � 8�� Rusty olive gray 4 _ Rusty olive brown 4 - loam loam 3 ' 8" - 5 ' 3 ' - 5 ' 5 - S - 6 - 6 - 7 - 7 - ! 8 - 8 - � 1 End of boring at 5 � feet. End of boring at 5 � feet. Standing water table: Standing water table: present at 1 � 8�� feet of depth, present at 1 � 2�� feet of depth, 22 hours •after boring . 22 hcurs after boring. Not present in hole I�'�t present in hole Mottled soil : Mottled soil : Observed at 1 � 8�� feet of depth. Observed at 1 ' feet of depth. Not present in hole Not present in hole Comments : Comments : , • � CERT.#04627 . PERCOLATION TEST DATA SHEET � S-P Testing, Inc. 5-4-94 1: 36 a.m. Percolation test readings made by o� starting ar �p.m.��, reau, _/ Test hole location Lo t 19 ,B 1 k.1,C o f f i n s i t�le number 1 ,Date hole was prepare� 5—3—9 4 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: � Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kn i f e 2 Depth of gravel in bottom of hole inches Date and hour of initial water fillin,g 5—3—9 4 3,:�ept�i of initial water fillin,g 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphOn ,Maximum water depth above hole bottom during test 6 inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • 1:20 prefill 6 1: 36 2:06 " 3-3/8 8.0 30 min 2 : 07 2: 37 " 3-9/16 8. 1 " " 2 :48 3: 18 " 3-7/16 8. 7 " " Percolation rate = 8 ' 3 minutes per inch. ..�.....�,.,,.�..�.�,.a»..�...�..�.s.�.,.,...y.,..=�..,..�:�,.«,�.�,�.. . _:x,:,....�..�..�...�.�,..�F�..K..,_ > �...,� � nu, .�...r�.�,.�... ....e.,....w, , ' CERT.#Q0627 . � . . PERCOLATION TEST DATA SHEET �� S—P Testing, Inc. 5-4-94 1: 35 a.m. Percolation test readings made by on starting ar p.m. Idau) �._.. Test hole location Lot 19 ,B 1 k.1,Cof f in s it�eHole number 2 ,Date hole was prepare� 5—3—9 4 Depth of hole bottom 12 inches,Diameter of hole 6 �nches Soil data from test hole: . Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knif e 2 Depth of gravel in bottom of hole �nches 5-3-94 3: OOpm 12 Date and hour of initial water filliq� ,Depth of initial water fillin,g �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon 6 ,Maximum water depth above hole bottom during tesr inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 1: 20 prefill 6 1: 35 2: 05 " 3 10. 0 30 min 2 : 08 2: 38 " " " " " 2 : 47 3 : 17 " " " " " Percolation rate = 10 . 0 minutes per inch. � CERT.#00627 . • � � : � . PERCOLATION TEST DATA SHEET � Percolation test readings made by S—P Te S t i nq, I nC. o„ 5—4—9 4 starting at 1: 3 4 , p m� �m«� Test hole location Lot 19,B 1 k.1,C o f f in s i te Hole number 3 ,Date hole was prepared 5—3—9 4 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam � Method of scratching sidewall Kni.f e 2 Depth of gravel in bottom of hole inches 5-3-94 3 :OOpm 12 Date and hour of initial water fillino ,Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon 6 ,Maximum water depth above hole bottom during tesr inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch ' Water re ainin in est hole 1: 4 2• 04 6 7 8 2• 3 9 �� 3: 6 �� Percolation rate = 3 4 . 3 minutes per inch. �,..�.._..�,_.._..7.,......,..,�..:�: ..,..�.,�..�,.�..w......�.:,.:p . �.��,�..� ..�:.w,. .�..� . .....�:.�,,.., _. . ' CERT.#Q0627 � • . PERCOLATION TEST DATA SHEET +� S-P Testing, Inc. 5-4-94 1: 33 a.m. Percolation test readings made by on starting a� f��1 ldate) Lot19 ,B1k.1,Coffin site 4 5-3-94 Test hole location ,Hole number ,Date hole was prepare� Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches � Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Gray brown loam Method of scratching sidewall Knif e 2 Depth of gravel in bottom of hole �nches _ 5-3-94 3 :00 m 12 Date and hour of initial water fillin,g ,Dep�of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon ,Maximum water depth above hole bottom during test 6 inches Time Percolation '�ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch . Water re aining in est hole � 1: 33 2: 03 6 1/2 60. 0 30 min 2: 10 2: 4 0 " " " �� 2: 4 5 3: 15 " " " �� Percolation rate = F� - � minutes per inch. �.-�...�. _. .._ . �.: 9,...��.. �_� .... , u:,..,,,:,��..,.�...�..�«.N.�..,.....>. ,�.�::,�,�,,,.�..w:.»: � , • � CERT.#(�0627 . PERCOLATION TEST DATA SHEET � a.m. Percolation test readings made by S—P Te s t ing, I nc. on 5—4—9 4 starting aLl: 3 2 �t„1 �aarel Test hole location Lo t 19 ,B 1 k. 1,C o f f i n s i t�e,Hole number 5 ,Date hole was prepare� 5—3—9 4 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewal� Kni f e Depth of gravel in bottom of ho(P 2 inches Date and hour of initial water fillin,g 5—3—9 4 3:�ep�i of initial water fillin= 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon 6 ,Maximum water depth above hole bottom during test inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • Water re aining in est hole 1.: 32 2: 02 6 1-3/16 25.3 30 min 2 : 11 2: 41 " " " " ° 2: 44 3: 14 " " " " " Percolation rate = 2 5 ' 3 minutes per inch. ,.....� .�..,,:�.., . .,��.,�..�.�,.. ,...�...�.�,.�»�,,...,..�.�. ..,. .,�:. ��..,.�.�....,�- . ' CERT.,#Q0627 • � . PERCOLATION TEST DATA SHEET �� Percolation test readin s made b S—P TestincT, Inc. a g y on 5—4—9 4 starting ar 1: 31 fp n,�; rdo«� Test hole location Lo t 19 ,B 1 k. 1,Co f f i n s i te�Hole number 6 ,Date hole was prepare� 5—3—9 4 Depth of hole botto**� 12 inches,Diameter of hole 6 inches Soil data frcxn test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kn i f e 2 Depth of gravel in bottom of hole inches Date and hour of initial water fillin,g 5—3—9 4 ��ep fi g�initial water fillin� 12 �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon 6 ,Maximum water depth above hole bottom during tesc inches Time Percolation ':ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 1 : 20 prefill 6 1 : 31 2: 01 " 5-1/2 5. 5 30 min 2 : 12 2: 42 " " " " " 2 : 43 3 : 13 " " " " " � 1 Percolation rate = 5' S minutes per inch. ..�.,�,�.......,....�,...,,�...._..��..,,Y... ,......�.. ,.�.,.y..,�...�. � � . CEi2T.#00627 . � � � c ' . PERCOLATION TEST DATA SHEET � Percolation test readin s made b S—P Testinq, InC. a.m. g y on 5-19-94 starting a� 10• 30 P.m. rdatel Test hole location Lo t 19,B 1 k.1,Co f f in s i teHole number � ,Date hole was prepare� 5-18—9 4 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knif e 2 Depth of gravel in bottom of hole inches 5-18-94 3 :00pm . 12 Date and hour of initial w�ater fillin,g ,Depth ot`�n�tial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphOn 6 ,h4aximum water depth above hole bottom during tesr inches Time Percolation �:ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 10 : 25 prefill 6 10 :30 11: 00 " 3-15/16 7. 6 30 min 11:D5 11: 35 " 3-3/4 8.0 " " 11: 38 12 : 08 " 3-5/8 8. 3 " " Percolation rate = 8' � minutes per inch. �..:�.. .,. .>,.;�::�..,...,.�._..,..:�«,..�»..a.�.�....,.�....�,�- � ...-..�.,«�.w.�� , . �C�RT;#i00627 � . PERCOLATION TEST DATA SHEET �� a.m. Percolation test readings made by S—p TP G t i n�, T nc-. on 5-19—9 4 starting ac 1@:31 p,m, ��«i Test hole location Lo t 19,B 1 k. 1,Co f f i n s 1 teHole number 8 ,Date hole was prepare� 5-18—9 4 Depth of hole bottom 12 �nches,Diameter of hole 6 �nches Soil data from test hole: � Depth,inches Soil texture 0 - 12" Topsoil dark brown loam . Method of scratching sidewall Kn i f e Depth of grave(in bottom of hole 2 inches Date and hour of initial water filling 5-18—9 4,�epth�o�initial water filling 12 �nches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon 6 - ,Maximum water depth above hole bottom during tesr inches , Time Percolation �:ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • 10 : 25 prefill 6 10: 31 11: 01 " 2-3/4 10.9 30 min 11: 06 11: 36 " 2-5/8 11. 4 " " 11: 37 12: 07 " 2-1/2 12. 0 " " Percolation rate = 11. 4 �„inutes per inch. ✓� DATE TIME CITY OF ORONO cAUEo w "�� - �� 'x INSPECTION NOTICE SCHEDULED �'- =' S� '�� PERMIT N0. ` COMPLETED � �_ ADDRESS � i� �% �`>��- � � � �� OWN ER ��'� �;,: •� '? .,�, �; ,,,.,,CONTR. /� c _-_ . t�� _� -� � � �' � TELEPHONE NO. - � DESCRIPTION � 07 FOOTIN(3 11 MECHANICAL RI 18IXCAV/GRADINd/FIWN� y 02 FRAMINCi 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z 05 FINAL 14 SEWER HOOK-UO 06 PROCaRESS ~ 07 DEMO—SITE 27 SEPTIC MA11VT. 21 COMPLAINT v Q 07 DEM�FINAL 5 SEPTIC INSTALL� 22 FOLLOW-UP = 09 PLUMBING RI 2�SEPfiIE FIN11L � 35 HARD COVER REMOVAI � 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTFiACTOR TO ME YOU• NO � COMMENTS: „ � ' � � � a ' �' � � O � � O k W � Q � 2 W � W � j d C WORK SATISFACTORY:PROCEED �' PROJECT COMPLETE W � L CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CAILINSPECTOR C CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance.473-73�J7 OwnerlContract Inspector. � ' ' f"� White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN �r � INSPECTION NOTIC SCHEDULED �j�� PERMIT NO. �� COMPLETED ADDRESS OWNER CONTR. / TELEPHONE NO. � DESCRIPTION � 01 FOOTIN� 11 MECHANICAL RI 18 D(CAV/ORADIN(�/FlWNO �Q 02 PRAMIN� 13 MECHANICAL FlNAL 181.�'U�SHOREJWETLANOS Q 03 INSULATION 24/2S WOOD BURNEWFIREPLACE 34 TpEE REMOVAL Z 04 WHL,L Bp. 12 WATER HOOK-UP 17 SfTE INSPECTION h� OS FlNAL 14 SEWER HOOK-l10 06 PROdRESS v 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT W p7 pEM4-FINqL 15 SEPTIC INSTALL �Fp�ypyy.up = 08 PLUMBINd RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL v 10 PWMBINO FINAL 36 FOUNDATIONI REMOVAL Z OYYNER/CONTRACTOR TO MEET 1(OU: YES� ��„ COMMENTS: "'� � � � � j s � � � 0 � W 2 Q � 2 � W � � d WORK SATISFACTORY:PROCEED W� ❑ PROJECT COMPLETE W O CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECO'VERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HWRS. C PHOTOTAKEN INSPECTOR WIIL RETURN O STOPORDER POSTEO.CALL INSPECTOR ❑CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContra Inspector: 1Nhits CopyAnspectw's Fik Canary Copy/SNe NoiiC� Dy�T,� TIME CITY OF ORONO CALLED IN :�d' � � INSPECTION NOTICE SCHEDULED V' P ' � PERMIT NO. 'Q �`f coM LETEO �' }� ADDRESS � ' OWNER s �� CONTR. �' ", TELEPHONE NO. � DESCRIPTION � 01 FpOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS �' 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBI L ES 36 FOUNDATION REMOVAL Z OWNER/ NTRACT TO MEET YOU: � YES_NO � COMMENTS: "'! W � � � - j — O � — ` � � O � �u � Q ► � F� Z W � W � � d C WORK SATISFACTORY:PROCEED �ROJECT COMPLETE W � 1' CORRECT WORK&PROCEED - iSSUE CERTIFICATE OF OCCUPANCY W O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �- pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73rJ7 OwnerlContractor it ..=- Inspector. White Copyllnspector's File Canary CopylSite Notice