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Home My WebLink About1996-007706 - new septic system PERMIT � = CiTY OF ORONO PERMIT TYPE: _ 2750 Kelley Parkway- P.O. Box 66 '.��:':i�r�.-�=�- " Crystal Bay, Minnesota 55323 Permit Number: �;�„ i,,;-, (612) 473-7357 Date Issued: �y::;;�;:;:;��;:-. SITE ADDRESS: _ __ r, __ ,:-;;._�- , :,._�-;, �:� �-„ , ; , :: :. .. . . , . .,.._ , _ , _. _. . . . . , I .f::. I i..: _, . , ;., .: .. - - - '- �. : i��-� °.:.�.�.-_ ; i �:'_.�,'. _... . ��_F'•_'_._.. � ::: , � .....�:.:.�. '. . ' . _. . .4 . : .. . _. ... . _.... . . . DESCRIPTION: _ _ , - - - . _ ,_ . . - yi;' '.; . , �.i.... .... . . ;. E.-� ' ,�.,�" '. . .:,. . ..': ,�} G's �'.'.'?:' �r ' ',a REMARKS: FEE SUMMARY: ,:�tt��, ��r �.i t_�� . ��7 `•=��'E'C�'f=;i'`�3� —-..__.__ �s.z.'°il "ft_,t.�tl �NL �liFa:� . ?�,ii CONTRACTOR: -- �F�F�1. �.��.�-�t� — OWNER: =�},��v�_t;i��i� °=�i�F`i�!_ '_:��;'J I�:�� ;t��.;:'��,�� i=`�i=:��v �ii�ii?�i�� -I�:�P1::°�� '�::-�'�`(_i !iF:.� �I.�� ,�i',i,) .,�`_�f.,!_,: [,}�.�.�i �i�7��i ��E !.:H�i:_�}:;.t=i P'�f�# !��:��.�; i�l��'I_ti��i�i �'�:�� ,�,_��F, t_'rY.i '�?,3 �c:a,�:'--�i;=�!7.Ci -y- r .p.�.. _ .�i "('�t.i r...(' �[� .�. �.�"= 1 ' L= .{q _ t Fp F i�d p��t :'L �i.. 7^� - 7 dIL��" ... �(- jlf S�'� i �"ir' �„ii�a�f,��',�.'��Lii4fi'.L.` �!C...i 1�'�� . ._.__ 1�..� �Y�- , �t�'y�11.�_. ... _ .°t�: �'... ! ,j....�''•.t... s �"t�". . .`_".F�_ i (.� E'ji {4 t_3'vr'.? . . _. . . ._... t'4� '_��'�+:�:I i�i�=i� t�t�i:� �i�:�t��`_ -,i i Gi"s ;�!_l_ �,��+��i�°��:: i i�� =_-�r.i s{�:�' =.#_tf`I!='�I�a��ii:=1� !_�I i t-� (�9__!_. T"?��'�r' �:�;� i�i�il-t�'�i_t �_:F��)l.�'�lt��j'�t:�-_`.�� i•`.' i i _:i'f-i!�'� '�:�- J''i,�tt:E`,:�-;'.�if_►+i�; �:�1 l.L.ii j s`�:i r:i.?C�� '�t.%t?T}�r:?F'�°w�!"'.� . � _- � � !��Y[�j/!� PPLICANT-PERMITEE SIGNATURE ISSUED BY:SIGNATURE � 1 � CITY OF ORONO SEPTIC SYSTEM PERi�ITT APPLICAT'IO� Box 66 (2750 Kelley Parkway) Crystal Bay, I��1 55323 _--_ ._ � JOB SITE ADDRESS: �� S ��r. j?�ir� j�,r�, Occupancy Type: Residential � Commercial Other Permit Type: New or Replacames emystem, � 50.00 �� r; n Repair E�stinb Sy � (Tanks or Drainf eld) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: PhoneNumber: 1�Iailing Address: City: �� Contractor's Name: �w /�•�- ��'��%C-- �oneNumber: �J�� -s-f3s�` ,.� � c�ty:�� s S-��1� i�iailing Address: �SZo �C �✓' �'�� DO NOT MAII� PAYMENT WITH THIS APPLICATION GEiVERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Desian reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4, The followin� inspections will be required for all septic systems: �,. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouQh-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 fmal cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5, Individual holding MPCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. ' i NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design includin� the City of Orono Septic System Approval Cover Sheet. 2. I will be installina the followina: A. Tanks: �3 Precast Concrete Other Manufacturer �E�f� �'��'�w E� Tank Capacities: 1)��'s� gal. 2) /�'OC' gal. 3) iZs c� gal. B. Pump Station (if required) Pump make & model R�� -'"� �� (attach pump curve & literature); system design requires �—�— gpm at ��. feet of head. High water alarm make & model 1.,��/ �f��e�u— • Outside electrical work to be completed by installer �_ electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f� � Mound Depth of rock below pipe " Rock bed dimensions ��'x�� Drop Boxes Sand bed di.mensions �_'x�' Distribution Box Pressure Dist. Pipe Diam. 1 '�' " Maniford Pipe Diam. �'( " D. Final Cover/Topsoil to be: � borrowed from site (show location on site plan) �_ trucked in The undersigned hereby applies to the Ciry 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:�� '_____ MPCA Certification No.: �� '�`� Staff Review: Appro al Denial Reviewer: c Date: �-- -� Reason for Denial• � ��r��M � O � CITY OF ORONC) � �� SEPTIC SYSTEi��I APPROVA�. � ,;; � '� ( -�:�;�:�� ,. �IT'� �� i��T(� � { p � ,,,,,�-,.... ,� hz�,�,�o�-�� l �,�r�%'l ��dl�� ti Post OfS'ke Box 66 '�� `�� 1�. �j/ Crystal Bay,Nlinnesota 5532.3-0066 r „�� ' 4�1'�{C��' '�,�,� �kESH� j � LOCATION: 2965 Deer Run Tr. _ OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S—P Testing �pORT DATE: December 11, 1993 The City of Orono has Approved your on-site system design as of July 2 7, 19 9 5 (appraved-disapproved) (date) wi[h the following conunents: . THIS IS NOT A PERI�IIT. Tl�is is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. rdOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not he granted until the Il�spections Department has verified that prirnary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Cc,mpaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. i A si�e copy will be available at the City Offices for the septic contractor. CITY OF ONO ,�'�? By �' rt' l/ Stephen ec an, On-site Systems Manager T'ELEPI i0[YG-473-7357• FAX-473-Q510 i S�P TESTING, INC. Steven B. Schirmers — MPCA,Cert. No. 627 I 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-;3566 I December 11 , 1993 Coffin site Lot 5 , Block 1 Orono, Henn . Co. , MN This On-Site Sewage Treatment System is Designed for a Type l, five bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7030 ar.�? lccal o�dinalices . The soils on this si�e are SCS soils mapped - KkB - I<ilkenny loam. A seasonally high wate� table was lccated at 16" to 28" , (mottled soil ) . Due to the seasonally high water table, a Pressu�-izec� Mound System will need to be installed . The bottom of the rock bed r�ust be locatecl at �east 3 ' above the seasonally high �,�ater table . The soils at a depth of 12" have a percolaticn rate averaging 6 . 5 min/inch. A purping charrrer will r.�ed to be installed to litt the effluent to the treatrnent ar�a . The manifold and supply lir.e pipe must have back drainage to the pun�ing chamber. The distri�utien. pipes s?zall have tlieir e�zds capped . Be sure the rock and �ai:e f i�1 rr,at�ria 1 are c Iean . ^'ze soc? layer be low the entire mounded area must be turned over, just break up the sod , be sure not to over work. The pocaer supply and switches must be located outside the manhole and ptzmping chambe.r in a wea.ther 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) . All neighboring wells �r_e locate� r.�eater than 100 ' away from the proposed treatment area . CONT ' D Coffin site lot 5 , Block 1 Orono (2) Keep all heavy equipment off of the proposed treat�ent area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the System will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs . With proper installation and maintenance , this system should have no proble� in treating septic effluent effectively. Nothing other than gray water , ( laundry, showers , etc . ) human waste & toilet tissue should be disposed of into the septic tanks . Garbage disposals are not recommended . Smaller amounts of laundry soaps , dish soaps , cleaning agents , etc . are better for the systern. 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 year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance . ` � _� ' ��, ! . ��.�.L_� even B. ~Schirmers aS SBS/ds � ' - ��4 Au N�Av�! �Q�a��r��T o�� o� '�N'� '�YOS��}��G1k'�'`t''1�1-�'r L�'�r�14-S ��'�D�� 8 �-�� Co�S'��1 u�-� Z o 5'�� ` �dQoS�c O M (�l. � W6". �� \ � / \ �/ ` � � �,, �/ Y � �A i 3 � l ` \ ;' �`\ /% . � � �� ,Wi � /3 . �� / a . '` / _�— � � � ,�Tv Cpw ,mz.8 \�� \ / / �G \ � �-�' ` �� j � �ri�Y�-oeasc� � wf��-�v*-`4 � 58�� ;�,,o� v�o _ I I 'fA�-��FS � �L S��$at�� ! \+ `/ � � � �L�JX�I l��-1 S£—� ��"'� �✓ ��y; , �� ' ��?.z� �* -+- I � ,� " � 1 4 �� Go��F� � �8 ?��o�"��L_, � �:�� \ I'� r__ I �� \ ' r•� �gm1�oS�o �� / ��,\�� ' ' � �� Y�r-��,�ti � L�3-1� S��v'E'�d�S / iocs5_� �i \ �L I ��. �v� L��►�� d � � —_ — I\�� —/�O' � �/ i � y� � � ' I+ - � � \ Y � --� f_�_�� ` ,� I�O \ F�P�SL� ^ .� i ioo5.y �� o ��.�I i '�A-�r��r.�-r �� ' '� �� +� , �`'i Pera�ation Tests Scole: - _ �o' \��:y � ---"�—pore3'�-� l�� A��A �, XSoil Borinys j � T ��OL�'� � M � __-ii � �Bench Mork � . ,00s.y .C--�—'. ,��; � V � ; . � `�ab,_�:` f��o F,,��.,�, �� , Note= Th�s system is to be construcfed to meet E nPA�-+S��1J P3ATE PERMiT NC). ,�.,.r..-- , �� , ~ ' the M�rnesola Po.tu.�on Con�a A.,ency � �,�� `�� APPROVcD AS 3LlBMiTT�O Chapter 7080 & Local Ordinancei - � � �+; � AF'PROVED W tTH CORR�TIONs �S NOT_£D , �" �,� (�}�� aPPF�OVED — CORRECT & RESUBfvitT � ' ''� ;T"hese car�+a,ents are tor yo ur trtfar metfon. All worfc sne u se tex�r C h e c k a 11 u n d e r g r o u n d u t i 1 i t i e s ! -----_ U6 flNl r,urtaF►t�nc;e with alll app�tek� t,a,�19�g & zaning �qMt' +�w�� --- --� .�tjC�+its inetu�.3ir.g !tarm� ne►t �{ieelficaily noted �n tfi� .ev��ssTts�icc �— � f'1.�(y �f i t}i`4 St,f� A7 ^;LL �CfMli7� —� ��_ PftCPF�TY CF= Lo ��l� S t�� _ i �- -- + —_-.�—_ --------- /� � Lp-� S 't',�_p�� -- D�{J�O�M� • ��`� G� O _ S-P TESTI�'✓G lIV/C. . Gevqned By:�7�iv-- � . J�� _ � Cate�.l�/��/�?, PN.6,2 -497-3566 . � --_ ----- — -- ----- — -=n..� -! - — � - �D�- , �l'.1 S S W ; P� ` _ � � D � J /o��c (�4S �o�� B�.o N SS /�-- _ , � �� , , ��-- � \ . c� •,\ �� _ �__ I � ��_�oP oF sR►.10 � 3�i F\�L/Uo �3.�' - /oa - , ? 5 }�o � �oo�o ! S°)o i I � R.1!1�-� V�'�vJ � � , � , S�.T- gAC�f�s �f- � I - -- �`7'- � ��-. - --1 � � � '1- - - I � -- --�---- � HOUSE ', � Syslem must be � I , ' . Tonk zn from �rc;�erty fr,es X - c� -'i„'��` '. �. - ��-- �=`�`�T•'� . '�U� �AS�M�'�� 2,� �rom wel'S � w}�t� -a�1-r 3� from bccs. I ',i�n._ , �--,I',.��-,�o '��vi�n . 'c�'Tle�� C��O =�ffOfTl �,OkZS � ��fr#-F26R15 J ( Treatmer�t area z�� from proper!y lines NOTE� Power supply and sw�iches must be located in a I �.��.u�}o_-� �,,,,,,, l�" �5 � f , weather proof encbsure outside !he pumping chomber and manhole rom we's � �a�rr,i� zo 'from b!�gs. i li I- -, /o ' from trees � � SOIL BORING ELEVATIONS � ' r � , � � I I �---�min. ��-t THMI ci ,- ov-2.� �N�b-/oo�,ti � � a dia.su I - �- �i_ -'ao '7 ' � grode s% � H. 2 _ . �_5c, � Tank i 'f Tonk i ! �'; -/(`� - TH r3 E�.- �ooy.9 � Drop to Tank ; � ' "i PRESSURE DISTRIBlJTION MOUND SYSTEM ?-H"� `L: oo .1 � . • �� i_ � � G�1-A'�E� N'�RV�\F�LP. Min. I to 8 �Pumping THaS EL-'15212:}.q j Max.l��to4� � ��=P '�r�U.�� `r'��c�J Chamber E'�EVAT,OU at PROPOSED PI;MP!NG ' 4�►0 6��dia. p�pe CHA�V.BER-°►�3.0�,� ,�m?945�5 •a ' ' �'P"�Y`�o,.L.. 'Co`'c O� "Y>>..o��--lJ_4.d � SYSTEM DESIGN -MOUND � ' Lo�..��-s-T ��.Do2-°1°f�1p � TYPE-�, � BEDROOM , Average percolation rate �.�min./inch (des�gn.83 sq.ft treatment nrea per gal. of daily sewage ":ow) , � �gal./day x.83sq.ft./9a1.� sq.ft. of treatment area +10% _�� sq.ft. (.= IOft,width=.�`�fl.lenqth of bed area +side s:ope run.�to I x 3_� heigM= 3`d it.x��ft.lawn�area needed) ( � Clean rock needed- �_s .ft.treotment area x -L�de th of rock=�cu.ft :-27=a� i q p cu.yds.(3/4�to 2 I/�.�dia. ,includes 2�of rock above pipe) � ' ��`�'`F's� Clean sand fili below rock needed�cu.yds. approx. , sandy!oam back fiil � � cu.yds.approx., topsoil 6�� cu.yd. R��-_��I-�O__. p=-�CY�_1- ��_ I wa=>�v ��:c.o��E►�� -Co Aoo �o°�o To -C'oeso��Fo� ��K,��A� ��.o2�G��G�Yv 'Co'CAL�, Number of tanks required �_, ist tankL�-�gol. , 2nd tank��d�gal.minirrwms p�.,�s P:-tm P�Nu ' �m p�R- . � Pumping chamber capacity- 25°/a of daily sewage flow of�ga�.= `�`�gal.+reserve s'orage of 15 0;=:1/B1�.2��gal. +pipe bnck droinage- � °RO?ERTY 0~� Go��aJ S 1'r�- : of��gal./IOO lin.ft.of � ��dio. supply pipe, lin.ft.needed L� , ��' gal.+ manifo!d �gal./IOO lin.ft of=��dia.pipe, I�.ft.needed `� , Z gal. �v.� ^ -��L� � � total capacity needed g�gal.(plus area for pump) uS E rn�n. <1� �,��ga 1.ca p, ��y,�v �� ,.1 . ��}.l . CO . i Distribution pipe �L'��dia. , �`�'!�lin.ft., ��dia. perforations��apart ) , , Pump srze�hp. (pumpable capacity�lq.gol. 4cycles/doy) _�I��__a�j. ___f-1�Po _P_R�ss � D�S�1-�R�-��.—__��_�q1�nLt��_ _ , S—P TEST/NG /N . No!e � When constructing bed - � this areo shouid be shaped Note= Distonce from treahnen� orea to ne�ghboring v.e!!s- L��,.,,� � . -lj r__ 'o �fver� r,;�-c`f 'rom enter�.ng trea'ment crea. 1.�'�-�r i�:��Tt= -�(�Y��-� 1��?� � � 'Jesiqned 9y�.,� e � - ' S�6 �� _ =�/_��"�� . 5'� �g, -3 MOUND DESIGN WORKSHEET , (For Flows up to 1200 gpd) - i A. FLOW Gstimated Scwage Flows in Gallcxis pa day � Estimated �S o gpd (see pages D-7 or I-3,4, 5) h�m�< <g�� or measured —' gpd x 1.5 = -- ��°�ms Typc I Typc II Typc Il1 �� z 300 225 I80 B. SEPTIC TANK LIQUID VOLUNIES 3 450 30o z�a o� 4 600 375 25G �� 1-)a.s o � 1 - 1 o a � gallons (seE pages C-3 or C-5) 6 90o szs° 3�i =��. 7 1050 600 370 m 8 1200 675 408 cd�n C. SOILS (refer to site evaluation) << 1. Depth to restrictin� layer = �-o inches SCP�KT�nKCaU�f�lt�lllK,��,.,,, x,r,��.�r ��n_T�umLiau:,1 i.�:��a�,.�:�Y,.��, 2. Depth of percolation tests = I a ii:ches ��Wms �ti��::y �.��b��;..;�.a� 3. Percolation rate �- � mpi Z;a;' '�°, ;x 4. Land slope S p� '�6 `x'° Zu° /0 7,8 or 9 2(XA 7000 mer 9 '•—" D. ROCK LAYER DILIE\1SIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flo�v x 0.83 = ,� ' ��o gpd x 0.83 sq. ft./gpd = a� sq. ft-'r�o'��- b�y 2. Select width of rock layer (10 feet or less) _ / o ft. 3. Length of rock layer = Area = Width = �'-�sq. ft. = /0 ft. _ �� ft. Rock Bed r.r•r•r•r�f�f•r�:�r•r�r•r�r�r tif....tifti.tifti.tif�f.f�f.ftiftifti• ti.ti ti ti ti ti ti ti �. ti•�. ti•ti : ti� idth SlO ft. .f.f.r•r�r•r•r.r.r.;.r.r.r•r•f . ti.ti.ti.•,.•,.•,.•,.•,.•..•.. �:'r�:�:••:•f.:•:�:•:•:•:•:•:•: E. ROCK VOLUME 1-- Len gth —� 1. Multiply rock area by rock depth to get cubic feet of rock; !�sq. ft. x /,o�ft. _ �cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �Ccu. ft. = 27 = _a2__ cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; a� cu. yd. x 1.4 ton/cu. yd. _ � tons. F. ADSORPTION WIDTH �-��-`� L-°4m / Absorption Width Sizing 7'ablc 1. Percolation rate in top 12 inches of soil is �._5 mpi PercolationRatc Galbns Ratioof 2. Select allowable soil loading rate from table on page E-; in Minutes per Soil Tczwre ��Y�� Abswpiion widih fnch(MPI) squ�re foot to Rock Laycr -`� gPd�f� w�d�n 3. Calculate adsorption width ratio by dividing rock layer Fa�tcr than 0.1• c�u s��,� ----- ----- 0.1 W 5 Sand 1.20 1.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��s•� Fine Sand'• o.�o z.no 6 to 15 Sandy Loam 0.79 1.52 1.20 gpd/ft�� .-�gpd/ftZ= � .1.7 3i;oas° s�i�°ioam o:o z`a�'o Check this value on a e E-16. ��o ClayLoam o.ss z.�� P 8 6o a�w ci3Y o.za s.uo 4. Multiply adsorption width ratio by rock layer �vidth to get Sli;��an c�ay ----- ----- required adsorption width; �.>�x i �- ft = ��.7ft ; G. UOWNSLOI'E D1K�. w1u1i-i ' � 1. If landslope is 3% or more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe for ' ' absorption: �� c .�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 1 . 3 feet b. Multiply rock layer width by landslope to determine drop ,,,o,� in elevation; Slope Difference �� /o x �% �- 100 = •�feet ��--� c. Add depth of clean sand depth of clean sand for �� w��--�• separation at upslope edge (2a) to depth of rock layer to �°d��'""�'\ rock depth and the depth of cover to find the total mound �'-�-`"�'��`. height at upslope edge of rock layer; I•3 ft + 1 ft + 1 ft = 3.� feet d. Enter table on page bottom with landslope and upslope dike ratio. Select dike multiplier of 3•3� e. Multiply dike multiplier by upslope mound height to get upslope dike width: 3 ,3 x .�� _ ��feet f. Add the depth of slope difference (2b) to the upslope height to get the downslope height �, � + .j = 3 ��feet g. Enter table on page bottom with landslope and downslope dike ratio. Select dike multiplier of S. D h. Multiply dike multiplier by downslope mound height to get downslope dike width: 3,?� x S,o = 'i 7 feet i. Compare the values of step G.1 and Step G.2.h. Select the greater of the t��o values as the do�vnslope dike width; 1 '� feet j. Total mound width is the sum of upslope dike Kak�i��w-�d:h'��`��`�'::��::�uPSio,�'o�;�e'w�d�;.::ii:.:::`'�`�;•';::;.:. width plus rock layer width plus do�vnslope ;•:�.::�:�:: �� ;�� '� ��`��' ��:��;��;�:': .• . Kock l3ed Length �� dike width; ::�..�:a`<: �=��t� :.�.: :. ....� . . . . ..�.�::::��::�: '...'�'"•.'.. . ................ .u..5io':.••��wid�i; I I ft +� ft + �_ ft = �feet Upslope DikeKtidch?L_.. .:.:`::.�:?��:�:��:�:��:�::�:?:�� P � �-�- k. Total mound len th is the sum oE u slope . g p t' `�:�•` �Downslo�.�.��.�Dike��Width.'�.��.�..� dike width plus rock layer length plus � ��. �='` upslope dike width; , I 1 ft + ��_ ft � - ? �-- t� _ �o feet � ... .::�::T��A,�,e��:�._.�o . .. �� ! '� + �� + � � 'o�� /o�. ' � owns ope ps opc 3:1 !:1 5:1 6:1 7:1 3:1 4:1 S:1 6:1 7:1 8:1 %slope 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 1 3.09 4.17 5.26 0.38 753 ?.91 3.55 476 5.66 6.'s4 7.41 2 3.79 4.� 5.% 6.82 d.l. 2.53 3.70 4..i4 5.36 6.14 6.90 3 3 i0 4..i: �.54 7.32 F�.; _,- 357 4.3.i 5.08 5.79 b.a� E 3.41 ..76 0.�� 7.5y .. ' -.. ...,: .. CS» �.16 6.Gi, J 3�3 � _.UJ c.67 eS; .,..-.- _ ., ?.33 :.Ri :.h_ S.IY �.?: 6 3.5F, 5.26 7.14 9.39 12l.'; _." � 323 3.85 4.41 4.93 5..1 7 3.80 S.S6 7.69 1034 13.'3 2Ati 3.12 3.70 423 490 5.13 8 3.95 5.58 8.33 ll54 1.i.91 2.�12 3.03 3a7 4m 4.49 4.&8 9 4.11 6.'v 9.03 13.04 1b92 �-3G 2.94 3.45 3.90 430 4.65 70 4.29 6.67 ]0.0 1�.00 ?'s.33 ?.3t 2.56 3..i3 3.i� 4.12 4.4-'. 11 4.48 i.:4 ]1.11 17.6i 3C..� ?:� 2.7R 3.23 3.61 3.9� ... 12 4.69 i.69 1250 21.43 ._.�� .._. 2Jb 3.12 3.»9 3-b) 4_Ca PiJMP SELECTInN PRO FD�E • • , A. Determine pump capacity: � Gravity Distribution EN� PERFORATION pF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of c.o..co�« water use rate. 2. Maximum suggested for delivery to a drop box of a home system is 2,700 T� gallons per hour(45 gpm)to prevent build-up of pressure in drop box. '��,,,,,,,5a�,� � '`��r«of Geot�ull� rbo.k�a,«,- NK '.kicA Iqer ol noy a aro.cova.a _, • ,:��nd rosin paper) Pressure Distribution ef� e P�rlac�ion OrUted Hwizonio��y Nlo P �or Top 3. a. Select number of perforated laterals 3 `�,;��, ', a ��., ,z.,,�a� b. Select rforation s 8C111 ' a' Faia•a �.: o� r�ock t�yK Pe P g=�_ft. .:. : P.;►ao,��„'��.a o� c. Subt�ct 2 ft.from the rock layer length. c,.,,,sa,,,,.,„, ea��«�o� ��..a, '�, „� -2ft.=�ft. aa+�i son v.av«�,,s�«�nw d. Determine the number of spaces between perforations. ��`�Pb``'°Sand`°'"` Length perf.spacing-�_ft.+�ft._ �� spaces e• ��- spaces+ 1 =�_�rforaHons/lateral TABLE OF PERAORqTIOP1 DISCHpRCFS IN GPM ' f. Muldply perforaHons per lateral by number of laterals to Head Perforationdiameter(inches) get total number of perforations. � ,�. X �,. ,�,,_�_perforations. �I3a. ��A �p '�. � 9 i 1.0a OS6 0.74 g� �� X av�v�.r-�`�gPm• �s 0.69 0.90 2.Ob 0.80 l.pq 2S 0.89 1.17 SELECTED PUMP CAPACITY_�_gpm 3.0 0.98 1,2g 4.0 1.13 �,47 5.0 126 1.65 B.Determine head requirements: 1. Elevation difference between pump and point of dischar e. aUse lA foot of head for residential systems. � bUse 2.0 feet of head for other establishments ��feet 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold �_feet 3. Friction loss p��L�g� a. Enter friction loss table with gpm and pipe diamcter. � ' Read friction loss in feet per 100 feet from table. Poine of Discharbe /vu7 F.L. _ �. �,, ft./100 ft of pipe b. Determine total pipe length from pump to discharge Ele�aiion D�fference point. Add 25 percent to pipe length for fitting �'P ��G loss,or use a fitting loss chart. Equivalent pipe length-125 times pipe length= F-18b /�J x 1.25= �'U C� feet 1.5 inch 2.0 inch 3.0 inch 8Pm Friction loss per 100 ft o(pipc c. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent pipe]ength. 10 0.69 020 Total friction loss= � . � x y) �t� +1 pQ-�_feet 14 �.28 0.38 4• "rotal head re�,,uired is the sum of cleva;ion diffcre;lcc, 16 1.63 0.48 special head requirements,and total friction loss. 18 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 � `"-' + j + � 30 5.23 1.55 0.23 (1) �2? �3c� 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD feet 50 3.99 O.S8 55 4.76 0.70 60 5.60 0.82 C. Pump selection 1. A pump must be selected to deliver at least,�� pm (Step A) with at least �� feet of Eotal head (Step B). Location cr �rojec� L7t 5; F31oCk 1 , Coffin site , Orono � Borings made by �-P Testinq , Inc . Steve Schirmers Date 10-22=93 ' Classifiction Sy:�tem: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIanci_ X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth , Boring number 2 � in 1002. 7 ln 1006 . 9 , feet Surfac� elevation feet Surface elevation J - -- - ---- --- - - --- - --- 0 - opsoi ar rown clay- loam TopsoiJ. c�zrk bro�m � _ h„ loam 1 - 0 - 1�-- - n , � 1 ;3ro,an clay loam nr'v.vii Cla1% i0a�� 1 ` �- i ` 3"-MOTTLED 1 ' 8" 6" - 1 ' 10"-MOTTLED 1 ' 10 2 - Rusty alive brown clay loam 2 - Kusty 1 ' 10" - 2 ' 4" °�ayeloa°m '� 1 ` 8" - 2-l; 2 ' Rusty olive gray clay loam Rust1� olive brown � _ 2-1% 2 ' - 3 ' 3 _ z ' 4" - 3 , 2„ sandy loam ' Rusty brawn loar�y sand ----- - -- 3 ' - 3-1/ 2 ' Rusty olive gray loan 3 ' 2" - " 10" j 4 - R�asty olive brown � - J loam Rusty �live gray ; silty loam � S - 3-1/ 2 ' -- 5 ' S _ 3 ' 10" 5 ` � I 6 - 6 - � � I 7 - 7 - � I � - 8 - I i ( ' � � _,;�d of borirlg at S �ect . End of t��riny at S ��t . _ _,.,�', .. ' . _ . :>t ,:r:�. � .. � . ,�r��ent �� _ .- .- - -- _,: � , ..:; , L�reser.� _.t ..-:�e'� � ? ,;��t:,: , hours ar^er borinq . hcur5 a�ter boring . ^dot prese:-:� � n rio'_� X *�ot ��nt ir: :�o'_:-� X ioC�� ..�� ; _ . � . :u�t= .. , ,_ _ . Observed at 1 � 8n _ , �'DSEEY�'✓E;Ci :'� 1 � 1�� j-t'E't O� Cl<'_�J��l . — _ ��C-t O L _. _, _... . -- - tiot present i n hol� P1ot p�-F��`.�t_ i:. .-:;�,�_ Comments : Comments : �..._. . � . . . , . . . . V iJ l. _ , . . ,. . . „ . � Location or Project Lot 5 , Block l, Coffin site , Orono ' Borings made by �-p Testinq, Inc . Steve Schirmers Date 10-22=9� � Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation 1.004 . 9 feet Surface elevation 1003 . 1 J - --- -- 0 - ---- - - Topsoil dark brown loan Topsoil dark brown � _ 1�„ loam 1 - 1 _ 0 - 1 ' Gra 10" - 1 ' 2" bro�an loam Brown clay loam �ro��n clay loar� 2 - 1 ' 2" - 2 ' 2"-MOTTLFD 2 ' " 2 1 ' - 2 ' 4"-MOTTLED 2 ' 4" Rusty olive bro�rm clav loam Rusty brown sandy 3 - 2 � 2�� _ 3 � 2�� 3 _ loam 2 � 4�� _ 3 � 4�� Rusty gray brown sandy loa 3 ' 2" - 3 ' 10" Rusty olive brown q - Rusty qra� brown q _ loam clay loam 3 ' 10" - 4 ' 8" Rusty 4 , 8„ _ 5 , ol}oam�rown 3 , 4„ _ 5 , 5 - 5 - 6 - 6 - 7 - 7 - l g - 8 - i I End of boring at � � feet. End of boring at 5 � feet . St�....._.:a ..at,.� �ablc . Standinc wate� ta';1 _ . �r��e:it at _ feet o� depth , present at f`et of depth , hours after boring . hcurs after boring . Not present in hole X Not present in hole X ..�� _ �.; �o� l . �;otti�ci soil . Observed at 2 ' 2�� feet cl depth . Observed at 2 ' 4�� feet of depth . Not present in hole tJot present in hole Con,��ents : Comments : Location or Project T,ot- 5 , Rln��,_C'�ffin �i _ , Orono ____ __ ___ _ Borings made by ;;-P �estinq , Inc . Steve Schirmers _ Date 10-22-93 Classifiction System: AASH� ; liSDA-SCS X ; Unified ; Other Auger used (check two) : Iianu X , or Power , Flight , or Bucket X Depth , Boring number _ 5 Depth, Boring number 6 in 1004 . 9 ln 1006 . 2 feet Surface elevation feet Surface elevation � - ---- —- 0 - T 0 - 2" -brawn -i o a m Topsoil dark brown loam 0 - 10" Brown clay loam 1 Brown clay loam 1 2" - 1 ' 4"-MOTTLED 1 ' 4" 10" - 1 ' 8"-MOTTLED 1 ' 8" 2 - 2 - Rusty olive brown clay loam Rusty olive brown 3 - 3 - loam 4 - 1 � 8�� _ 4 � 4 - Rusty olive brown loam 5 - 4 � 5 � � - 1 � 4�� _ 5 � 6 - 6 - 7 - 7 - I 8 - 8 - � � � F�nd eF t:oring at 5 ' feet . End of boring Ut 5 ' feet . c`,i3T1��11Cj ..��'i `_.., �� . St ti7]C�l.'7Q �.'�1tc.L- _c fi_ : . �rES�T1� c�lt fF'2� G� `ic��il � �JL"c_'Setl� dt F`�'�� Oi ��?trl � hours a�ter bo_-ing . hcurs a�}er 5ori:,g . .;ot present in '::.:�� X P�'�t pre5�_ �t in hole_ __ X i�lottied scil : t•;ottled s�il : Observed at 1 � gfeet or- clep�.�: . �bservec� at 1 ' 4" _ feet of depth . Not pr-�sent in .-.��e _-- .�ot prese:lt in .cie _ Comments : Coriments : CEni. �G062i ' PERCOLATION TEST DATA SHEET a.m: Percolation test readin��s made b� S—P Te s t� na , I nC . on 10—2 3—9 3 startin��at 10 : 2 4 - .:.��,� Test hule location Lot 5 ,B 1k. 1,Cof f in s ite Ho1e number 1 . Date hole ��as preparecl 10-22-9 3 Depth of hole bottom 12 inche�, Diameter of hole 6 inches Soil data from test hole: Depth, inche� Soil tc:xture � _ � �� T�p�oil dark brown loam 1lethod of scratchin�.i�ie�+all Kr�if e Depth c�f��ra��el in bottom of hol� 2 inches 10-22-93 4 • 00 m. . 12 Date ancl hour�>f initial ��ater tillin�_ . Depth��initial �t�ater fillin�� inche� ah��e hule butt<�m �lethi�d u�ed t��maintuin at lea�t I� inche�of��ater depth in h��le for at least-3 hours AutOmatie s iphon 6 , ;�ta.yimum ti�ater depth abo�� hule bottum �lurin�,te�t inrhe� � Time � i Perc��lati��n , !, ' I R�mark� :ime int�ns�. �l�asurement. Drop in�tater r.ite. i �� minute> �� inches � level, inche� ', rninute�per ' I I inch � � 10 : 00 I; prefill 6 �I I 10 : 24 10 : 39 " �I 3-3/16 � 4 . 7 � 15 min 11 : 0 4 11 : 19 " �� ' �� -- �� - �� 11 : 37 � 11 : 52 I ' — i i I , � ' --- i ' ! ----� i — - - -- _----- -- ----i � --- � - I - - i ---- i --_-- i - - --- , I � . i --- � ; � � � � ! ------- Perc��la[ion rate = 4 ' � niinut��per inch. CERT. �G0627 , . PERCOLATION TEST DATA SHEET . , Percolationtestreadingsmadeby S—P TPst-ing, Irdc . on 10-23-93 startingar 10 : 25 �� e��e, Test hole location Lo t 5 ,B 1 k. 1,C o f f i n s 1 t e Hole number 2 , Date hole was prepared 10—2 2—9 3 Depth of hoie:�ottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 6" Topsoil dark brown clay loam 6" — 12" Brown clay loam Method of scratchine sideti•all Knif e Depth of gravel in bottom of hole 2 inches Date and hour of initial �tiater filling 10-22-9 3 D�pth�cil-pn�ial �vater tillin�� 12 inches ahu�e hole bottom �1ethod used to maintain at!east 12 inches of��ater depth in hole for at least-3 houn AutomatiC s iphon 6 , ��luximum��ater depth ab��ve hole bottom during test inches Time Percolation �:ime inter��al, �tea�urement, Drop in ��ater I rute, Remarks minutes inches levei, inches ' minutes per � inch ' 10 : 00 refill 6 � P � 10 : 25 10 : 55 " 3-1/ 4 I 9 • 2 30 min 11 : 02 11 : 32 ! " 3-1/ 8 � 9 . 6 " " 11 : 33 12 : 03 " 3-1/16 � 9 . 8 " " � � � - I ---i - ---------'I -- -- — ----------I----� i - i -- --- � ------- i iI --------i I � --- - � --__---- --- --- -- - i -----�-- -----`- ----- ------ --------- ------------------ i � i -,-- --- --_� -- ---i----_-------- � - ! --- ----�----------'------ - - Percolation rate = 9 - S minu[es per i��ch. CERT . rGG627 � PERCOLATION TEST DATA SHEET � �� m. Percolation test readings made b� S—P Testinq, InC . o� 10-23-93 starting ar 10 : 26 .m �earc� Test hule locatiorL Lot 5 ,B 1 k. 1,Cof f in S ite Hole nwnber 3 , Date hole��a�prepareci 10-2 2—9 3 Depth of hole bottom 12 inchet. Diameter of hole 6 inches Soil data from test hole: Depth, inches Suil texture 0 - 10" Topsoil dark brown loam 10" - 12" Gray brown loam titethod of�cratchin��ide��ul( Knif e D�pth uf��ra��el in botwm rf hole Z inches 10-22-93 �,�C�O�m. . 12 D�te an� hour uf initial ��ater filli�;_ c t o initial ��ater(illin� inches ahu��e hole bottom ,�l�thod u�e�i to maintain at lea�t 1, inche�of��ater�iepth in hole fur at least-3 hours Automatic siphon 6 , :titaximum ��ter depth abo��e hole bottom durin�_tcst inches Time Percolation �:ime �� inten al. �leasurement, � Drop in �e�ater rate, Remark� ' mir:�::e� inches ', le��el, inches minute�per inch � � I • � 11L_ 2._h__—' 1n - a i _�� - i I 11_:�3____ 1 1 _ 1 R _ _ " ' _�_ "�_ R �� _l.l . �H L1 : i1 �� I _ �—7/R � _ q 1 �� I i i ---- - --- - - -�---- -----I - -- - j I --- — -- � � _ — - � ; _ � --------- — --- -- �— ---------- � � — — � -� -- 1 Percolation rate = 3 ' 8 r.,.nute� p�r inch. CERT. rt0062i - . PERCOLATION TEST DATA SHEET � S-P Testing, Inc. 10-23-93 10 : 27 la:m: Percolation test readings made by on starting ar Idatel Test hole location Lo t 5 ,B 1 k .1 ,C o f f i n s i te f�ole number 4 , Datc hole was prepared 10—2 2—9 3 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 scratchine sidetiall Knife Depth of gru�el in botrom of hole 2 inches Date and hour of initial �vater tilling 10—2 2—9 3 U��ih��ial ��ater fillin�_ 12 inches ahore hole bottom I�1ethod used t��maintain at least I?inches of��ater depth in hole for at least 4 hours AutomatiC S lphon , '�9aximum ��ater depth abo�e hul� bottom during tes� 6 inche� Time Percolation :ime I int�r�al. � �teasurement, Drop in «ater rate, Remarks rninutes inches level, inches minutes per inch � 10 : 00 prefill 6 10 : 27 10 : 42 " 5-1/2 2 . 7 15 min 11 : 05 11: 20 " 5-1/ 2 2. 7 " " 11 : 38 � 11 : 53 I " 5-7/16 2 . 8 " " J I � � — I , � I ; i - i -- � -- -- � -�- --�---- � -- i � I � �- -- � ,I ---- ----- - ;-- -- ---- --------- ___ _---------- - - , � � --- - --- -- --;- --� i -- � --- � - _ �- ----!--- --� -- i ---- -- � Percolation rate = 2 • � minutes pe;inch. �L,i�i . rU062% r ii � PERCOLATION TEST DATA SHEET . a.m� Percolationtestreadingsmadeby S–P Testinq. InC . on 10-23-93 startingar 10 � 28 p.m. re�a•i "resthulelocation Lot5 ,B1k. 1 ,Coffln site Holenumber 5 . Datehole��a�prepareci 10-22-93 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil texture 0 – 10" To�soil dark brown loam 10" – 12" Brown clay loam I�1eth��d of scratrhin�side��all ��o llepth�,f«r3��el in bottom of hole 2 inch�� D�ite an�i hourof initial ��ater fillin� 10-22-93D ptl�o��tiit�ial ��.iter fillin__ �Z inche,ahore hc�le bottc�m ,�tethud u�ed to maintain at lea.t I�' inche.of��ater depth in hole fur at lea�t-3 hour� AutOmatlC S lphOn 6 , Alaximum ��atcr�iepth abu�e hole bottom�lurin�_tes' inche� Time '� I Percolation ��ime � i�ten�al. �le:isurem�nt, ! Dr�>p in �+�ater � rate. � Remark� I, minut« inches � le��el. inches j minutes per � '� I � inch � • 10 : 00 � prefill 6 � 10 : 28 10 : 58 " 3-3/8 8 . 9 30 min 11 : 01 � 11 : 31 " �, 3-1/4 9 . 2 � " " 11 : 34 12 : 04 " � 3-3/16 I 9 . 4 1 " " � � � i — I ------ I - � ---- ---- — --- _ - -------- ---- --- _ -- --- i i I I � � ! I j �� — , ; i I 1 I I - - I --- � � I ' � � � Y�rcolatirr rute = 9 . 2 m�nu!�s p�r inch. CERT. �00627 � . , . . . PERCOLATION TEST DATA SHEET - �a:m. Percolation test readings made b�� S—p TP�t-i n c-r . T Nr _ on 1 �—��—9� starting at 1 � : ?9 � rdare) Test hole location Lot 5 ,B 1 k. 1 ,C o f f i n S i te Hole number 6 , Date hole w as prepared 10—2 2—9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 2" Topsoil dark brown loam 2" - 12" Brown clay loam Method of scratching side�t all K n i f e Depth of gravel in bottom of hole 2 inches 10-22-93 4 : OOpm 12 Date and hour of initial ��ater fillin�� , Depth of initial water fillin�� inches abo�e hole bottom �tethod used to maintain at lea�t 1' inches of��ater depth in hole for at least 4 hours AutOmatiC s iphon , ;�laximum ��ater depth above hole bottom during test 6 inches Time � Percolation :ime inter�al. �feasurement, � Drop in ��ater rate, Remarks � minute� , inches i levcl, i�ches minutes per j inch � 10 : 00 prefill 6 10 : 29 10 : 59 " 3-3/8 8 . 9 30 min 11 : 00 11 : 30 " 3-1/4 9 . 2 " " 11 : 35 12 : 05 " _� 3-1/8 9 . 6 " " -- �— � --- - ---- � - - i I � - ----- --� —_——— � — — L --- � � i--- -------- I---- -- -- i — ------ --- _------------------- -----�-- � � _�— ; � --rt-------------- --------------- ------- _ _ i —�-- � � Percolation rate = 9 • 2 minutz��r inch. DATE ��M CITY OF ORONO CALLED IN INSPECTION NOTICE ��c�4° SCHEDULED � �`' .%' PERMIT NO. COMPLETED ADDRESS � ' OWNER CONTR. il TELEPHONE NO. � DESCRIPTION ��1� -�.--� � 01 FOOTINd 11 MECHANICAL RI 18 EXCAV/GRADINO/FIWNd � 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHOREM/ETLANDS Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO O6 PROGRESS F` 07 DEM��ITE 27 SEPTI� 21 COMPLAINT v � _.�� Q 07 DEMO—FINAL ��'SEFT�C INST 22 FOLLOW-UP Z 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINCyFiNAt`�� 36 FOUNDATION REMOVAL � OWNER/Cf�NTRA�TOR TO M T YOU: �-�'"1'�S_NO � _ � COMNfE1V�'$: � ( � — � �.. W � � J O a � O � W � Q � Z W � W � � /' d iC_' WORK SATISFACTORY:PROCEED -_ PROJECT COMPLETE ��[- CORRECT WORK&PROCEED �_ ISSUE CERTIFICATE OF OCCUPANCY W � :�l CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r- pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR - CITATION ISSUED C; INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the ext inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. � ��+ White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO r (u CALLED IN �� INSPECTION NOTICE �� V SCHEDULED �h � � � PERMIT NO. cOMPLETED �1 ADDRESS - '� � OWNER CONTR. TELEPHONE NO. '�`'�.� -.��`�� DESCRIPTION -� � 01 FOOTINO MECHANI RI 18IXCAV/ORADINCi/FIWNO y 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BUHNER/FIREPLACE 34 TREE REMOVAL Z p4 WqLL BD. 12 WATER NOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO O6 PROGRESS � 07 DEMO--SITE 27 SEP 21 COMPLAINT J `Q 07 DEM�FINAL �N 22 FOLLOW-UP 2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBINC3 FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOFi TO MEET YA(J: YES_NO. � COMMENTS: �" �� — � a — � � � � 0 a � 0 � W � Q � 2 W � W � � d�ORK SATISFACTORY:PROCEED =' PROJECT COMPLETE ��L�CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR 'l CITATtON ISSUED ❑INSPECTION REQUIRED.CALL TO AfIRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContracto n it Inspector. � White Copyllnspector's File Canary CopylSite Notice r. 0 TE TIME CITY OF ORONO �i�� CALLED IN -fi.�i `��' INSPECTION NOTICE� SCHEDULED � � 9� � PERMIT N0. ' COMPLETED �F �� r /� ADDRESS =� I�'' S .�_e,�_��,_� _�/� OWNER � ��'-n.�� CONTR. ,,, ��E��.�� TELEPHONE NO. '��-Z � � ��' � � DESCRIPTION ��I�� ,�L�En � 01 FOOTINO 11 MECHANICAL RI 18IXCAV/CiRADINQ/FIWN� y 02 FRAMINO 13 MECHANICAI FINAL 19 LAI�SHOREJWETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = p5 FlN/1L 14 SEWER HOOK-UO O6 PROGRESS � 07 DEM�SITE 27 AINT. " 21 COMPLAINT J W 07 DEM�FINAL EPTIC INSTALL. � 22 FOLLOW-UP = 09 PLUMBIN�RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO ME Y9U: YES NO - � COMMENTS: — � I � , � .-. �,. ' .7 , , � �' � O � � � �- O ' � � W � Q � 2 W � W � � �WORKSATISFACTORY:PROCEEO = PROJECTCOMPLETE W W ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ;, pHOTOTAKEN INSPECTOR WILL REfURN ❑STOPORDER POSTED.CALL INSPECTOR ='CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor Inspector. � White Copylinspector's File Canary CopylSite Notice ._.�pA � � � CITY OF ORONO CALLED IN 1 J� INSPECTION NOTICE SCHEDULEO '' PERMIT N0. l�� COMPLETED �� ADDRESS � \j- �j �— l' OWNER CONTR. �� TELEPHONE NO. � , i �- � DESCRIPTION ��J✓� lL11��.� � 01 FOOTIND it MECHANICALRI 18IXCAV/dHADIN(3/FIWNQ y 02 FHAMINO 13 MECHANICAL FINAL 19 LAI�SHOREJWETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = p5�� 14 SEWEfl HOOK-UO O6 PROGRESS � 07 DEM�SITE 27 SEPTIC I�I..NT. 21 COMPLAINT v — �Q 07 DEMO—FINAL 15 SEPTIC INSTALL.> 22 FOLLOW-UP = 09 PLUMBINO RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO M�YOU: NO� y COMMENTS: '" --� a " J� � o — � � ' ' i� � ' � �'�' i' � 0 � W � Q � a W � � W � � d WORK SATISFACTORY:PROCEED � PFOJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CAIL INSPECTOR !�CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 OwnedContractor on- i Inspector. �-� ��— White Copyllnspeclor's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NOT CE SCHEDULED PERMIT N0. ��L`� coMP� ADDRESS �� ' � OWNER CONTR. �b TELEPHONE NO. � DESCRIPTION �Y��_/I � 01 FOOTINQ 11 MECHANICAL RI 18IXCAV/GHADINCi/FIWNO y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETIANDS Q 031NSULATION 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-UO O6 PROGRESS � 07 DEM�SITE 27 SEPTiC MAINT. 21 COMPLAINT v W 07 DEMO—FINAL 15 SE TALL. 22 FOLLOW-UP = 09 PLUMBIN(3 RI 23 SEPTIC Fl 35 HARD COVER REMOVAL v 10 PLUMBINO FINAL - 36 FOUNDATION REMO AL Z OWNER/CONTRACTOR TO M YOU:_ NO O '� �„ COMMENTS: ' �f�'� , � ` ,� � a � � -- i 0 > � „ _ o + � W � Q � Z W � W � � d C WORKSATISFACTORY:PROCEED � PROJECTCOMPLETE W � ❑ CORRECT WORK 8 PROCEED � ISSUE CEFTIFICATE OF OCCUPANCY W O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PMOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ��, CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in a vance.473-7557 OwnerlContractor si Inspector. � White Copyllnspector's File Ca�ary CopylSite Notice