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Home My WebLink About1998-010869 - septic system � . , PERMIT � CITY OF ORONO PERMIT TYPE: - - - - - 2750 Kelley Parkway- P.O. Box 66 `�=="; �' "'�; ; '=r`: Crystal Bay, Minnesota 55323 Permit Number: :�+�:�ij�-<<�,�_� (612) 473-7357 Date Issued: i ��;`i:i;f°=:;; SITE ADDRESS: 1 i ;t,�� L'�`�•}#=��:1 �'�� t��-� i�' T _ ��J =`�.--s '_s:-- --�.=.—ist"'s':-, . . . _. _ _. __ _. _ . .��_ DESCRIPTION: :-:��°_�i: ��'�:=;�E�; ��F'4�1H�1' _. 1.�.=+'.�i' �`�1'(El1F• T��?=` 4v�44f ��i�`�?=_ ��:_i� :-��y+ps�i' :�a {,�;f_:7.�+!' ic;�wit''}:: �Y'��i,� �i�'�� !�tC;,�`�:_:: REMARKS: FEE SUMMARY: t�•iS� I"'r'� ':�1 t_t:1 ,._l.J :„�(.�f'i�";.�t'��r� ------ �� a'i t ��i��'�.;j t r-� ��,('siJ ��f_'t CONTRACTOR: - ��=°��i �E�;�� ` OWNER: `��:�E_.:; t i�;i[i '�;��`j;i=: :_;�:r;';,%s�':�'_; �:sd;_�;;�t�,�� t�;i_i��i i#�j��i•� �;�;E i;..:�. '=��,:,•_'t 7 LH��.� ..E��1!�;E� �`.l1� .L s�t' �..Y��i=��'� �;�`�' i:`.r-f�t:_�'�:.€; f';t,; ��='�;1.= i;ih°i=st;li�t i°:(V �L,�:'=i i i;r�1'.�: ,_1.��—��=c� �- ,�. { .r. ,_.�_.,; _ _,. . _ ,� + 7,,, �y _ � j"j� l_i3'+��„F��"i.r�}%�� F........�._,.4 }�.. ��'.:°i_t_.,_.�.. ��l._3�,i�,{ _. =#i�[�M ��.� ��j'?E'•.� '_E✓_. �.�.!".!... �. 1 .t.�«.��r�r.�'. . ��, , �{-:;:�--. ;i-1 ,- f � �;j;�_ ;,l = '� i i':T =s*;='1 ;,-��' ..'`- in;'�i�t {aL� ' , <1;= '��E'`��1 s�� H�'+��; ��: .t:_l._ . _ {1�_ � _ �. . . _. _ ;"4 . _ _ _(`� .. a�€�_� .•i t _ _ . ... E.fl'" _.�'_ c t_ �":S.`:g•=:. _..,`• - - _ C�a t''�i:�". � — (�i s:•��-;r.=i�f_'" -�._.If,�t 1 _. ._., I [..r��•,�t.t--, r;%• •_�' �-= f H�� ;wi� f'i,�',`'.i�.i�:._ _ . c.: _,.,;i 1�,_�,i.. t�s s __._. �'._.�; _. ._... ,:._rw ! :- L �---- . � , r�� .. APPLICANUPERMITEE SIGNATU E ISSUED BY:SIGNATURE , � � . � ��$ �� CITY OF ORONO SEPTICSYSTEI�IPERi��IITAPPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, I�i� 55323 _ JOB STTE ADDRESS: �f 70 � �,-�� ' �� Occupancti� Type: Residential X Commercial Other - -. Permit Tti•pe: IV'esv or Replacement System, � �100.0 /�� c�C�� Repair Existing System, � 50.00 ' (Tanks or Drainfield) 0.50 State surcharge added to above fees � , *See fee schedule for non-residential permit fees � * �a �I�� % ]?�ioneNumber: Owner s Itiame: �� /�Zc� � �- Nlailing Address: � 7 ,L �w �a�+�� i�--c�� E= City: �P•, _ Contractor's Ir'ame: � : �� , Phonel�Tumber: ' �� S��` , �,� 1�Iailing Address: �r_�Z� ,�� 1�� , /2_ � City:Ci_(;,�.� {�.�} Z�p: �S � DO \'OT I�IA_II� PAYIti'IENT tii�I'TH THIS APPLICATION GE\rERAI� Lti'STRUCTIO�tS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will no[ be mailed out. The permit must be picked up in person at the Ciry Offices and work must not be�in 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 desi�n. Desi�n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the Ciry Inspector. 4. The followin� 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 coverin�. C. Drainfield trench installation prior to coverin;. For mounds, inspection is required afrer rouQh-up but prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin; installation in the rock bed. D. Final inspection to verify proper final cover dep[hs and to verify that all pump station (where required) components are functional and comply with codes. 5, Individual holdin�NIPCA Installer Cercificate shall be present durin� inspections: A 2`�' hour notice is required for all inspections. - � NOTE: Applicant rriust initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. � � � 1. I have received a copy of the system design includin� the Ciry of Orono Septic System Approval Cover Sheet. 2. I wiIl be installin� the followin�: A. Tanks: �. Precast Concrete � Other Manufacturer��ll� �'��'t � Tank Capacities: 1) fz�� al. 2) /� <�-c:�a1. ;)/Z�� ba1. �_z,'�i-� G,h�� , �;Z' B. Pump Station (if required) Pump make & model R., ��f � iti��. �� q l c� (attach pump curve & literature); system desi�n requires gpm at feet of head. Hi�h wa[er alarm make & model ,� ;��_� ��: ,� Outside � ' eIectrical 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 dimensions1�'xj� ' Drop Boxes ' Sand bed dimensions S'? 'x 7.�' Distribution Box Pressure Dist. Pipe Diam. � `l� " Maniford Pipe Diam. •� " D. Final Cover/Topsoil to be: borrowed from site X (show location on site pla�) trucked in The undersijned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees 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. , Si�natureofAppIicant: ,� ��c�� - � � Date: ,/�% -- iZ - y' � , �� MPCA Certification No.: Staff Review: Approval Deni � Reviewer: /�---��9� Date: � � Reason for Denial: - - i� , � O� CITY OF ORONO SEPTIC S�.'STEM A.PPROVAL 0 �� : ��4;�� ITY of OR►O�TO � � �- ' �l�E"�:"�' � Munici OfFices � S;�i �c,l..�� , P� . �t �� . Post Oilke Box 66 '�'L` � p��4'i� G cry��nay,r��ss3z3-oo6s �q :�.t Y��.g,�' kES�I� - LOCATION: 1170 Lyman Ave. OWNER: Bruce McFadden GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: ��.,P��t�n�l SPnt�� service �PORT DATE: Julv 6, 1998 The City of Orono has Approved your on-site system design as of october 13, 1998 (approved-disapproved) (date) witli die following conunents: �. n. • �r. THIS IS NOT A PERMIT. This 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. NOTICE 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 be granted until the Inspections Department has verified that primary 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. 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 will be available at the City Offices for the septic contractor. CITY OF ONO ' By Step en e kman, O -site Systems Manager TELEPI IONE-473-7357•FAX-473-0510 �� = � � i o Swedlund SWEDLUND - o Se tic o p Service �uly �� , l�c�,, Bruce McFadden 1170 Lyman �lvd . � �r�no. P�S�n. '?�;3. i. .. 7�� i,yr:dG� Aw��lu^ , �):C��iln — �£'�7tic` ��+St�= Y� �lud5� Z'E.'V1�W attacn�c� SE:�7�iC S�S�@ITl GE.-'Slyil 20Y d �•�placement mound eystem wf.th 2200 qal. septic �tanks & 1200 c�al. pump chamber. Original tanks �nust be pump�d and abandoned. Syatem is d8eigned f.or 750 GPD, rock beda are 10 x 30' with quantitieG of 32 T rock, 306 T sand and 20� T dirt. Three l:�rge tre�_ �:�u:�c ��:� ��c�r r�ct1,Y ;,-�;��uved f r�n7 .�i t�, 'rh��-nk Yota o , , .� /r`, ; ,., ��= � ��j a.,,G<.�!�,t.�. % � ,`_ • Swedzund Sept:ic Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 5531 R • 442-585_5 STATE CERTIFIED �u�`�',�;i5;=:"�..�r,-,_ . . b , ( SWEDLUND I O IJ ♦ 1 �dlund � o - � Se tic p Service ❑ Perc Test 0 Soil Boring r t Q Design :�':`i r;'.�� r,:..: ❑ Installation Estimate ;;�y; Prepared For: �--- ,� . ., _ , ;` �� , '7 — �Y- r i il d� . : a"� N ;�; � �� Site Address: �� . �, .,-� �. �� : ��.a��...�'.@�'�;1�I.�'.C�. ;: ! ,,� Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855 �, :. . . :- _ �:..� _ ,L� � _ � .�_.-�.-------- _ � c��rY _ o oflo a ' 4 ___ �N ' �Ew ' '� �O Bu�+�o _ _ tNSPECTOA , � �A7 PERMR 1�t0,.....,.,.:...,... 'j � �APPROVED AS SUBMITt'ED � � r � �� = � �, � X ' � _ ❑ APPROV�D WITH CORRECT10NS AS NqTEO f `� ��j�� ,,1 z �o� ❑ N07"APPR01/ED---CORRECT-drRESUBh�T ( d-�' .�:�.�_.,_ V' These Comments ace tor your�formation.AM wak qhW b�d� i y ' � _ in tult complianoe with 81{eppAcabl�bu�dirp ar►d i�k►9 Ood�. � i �,a � AeQ�rementsindt�ingit6n1snolspeci�aieAl►r►oi�hl�itIMAMK � , �1 � � KEEP THIs Pl.ATt SET dit 3i7E AT ALL T1ML$ 4 L ��_ __ . :� _ �. . _ _ '� .� � _� N --� �-__ ^t• � . . � 1 � ��s/ � `��r} ✓ �__ ` ," ,r,.i�.--, � � t `-_ ' � �,�,� �_ =b 4` � _ �� _ 1 , � ' i � �,, �;--_____�;� 'O I ,� f `1 � �'�`�'� _ r/`�" . . . . `\. . . � . . _ ..� _ p W . �. �• �l � �' `,_�\�-�! � _ 0 4 �l � d Q'" 1 �µ..� . ; � -L` � � � � `It � ' � ��'� � �...� � i z � ' `�' �' ',� -� ; � I � � �� ; � � ��:` �� , � � . � � I � � _ ; � � _ _ i � � � �1 '� _ - r � � �_�_,._.,�- 0 � . ; _ � _ _.___.__._.__._ _.�.--_----- , � __�.___�--- ��._.__w_. ___ . _ . � ..__�.___.__.-- _ ..,.._.v__ o �� -� � .....___.._, .... . . ..h . . . . ___.:._. �o�,. �, _ �, . _ .�__-__.__ , 2 -.----�--- ._ n� I q ,. _. _. O � � �--- �- l� � � N � �v � %� _ __- - _ � � � _ �,% _ _ t � ' ,� �� M , �,, � � - � o � �, ;,�.,�`� . �.+ � � ,_J �% _ _ _ _ _ _ :_.,, �;; - : __ :-. .. ��. � ,,; -.._ , . . . .,. .. 9` . ., �. ._... .. �. .. . ��.. .. . . ... . . .. .� J � � .... . . . ...... . . . � . ' �/ . ��. � . . rv.�\` � � ��. � . / � . � � . �� . . .. _..� . . ..... ,. _.. ._. .. . . . ' ... .... .. . . . .. . . . j . . �.. . . . . . . . . . . . . . . ... . , . . ..... . . _ . .r, .. .�� , . ..'.. . �i� . -. �` � , . �!, . . ... ... � li . . . . .. . . . � // ! , , �� , � r _ _ . - I ; � . , f � , , > i_ � � ' r I _ � I __ , �. � ` O a . �a _�`t_�_ M ! , _ � x � ., o co-- - _ i ` .x � > Q ' d' j/z' ; ,� � � -.. _ '" ��' �`�" _ , , � � � _ _ __ _ _ .� _ _ ___ __ __ __.. �S. . . _ ' ' i' ___ � .� _ _ . . _. � � � ` ,, � , _ _CT_ _ _._ , .�� — � —: �( ��'��-. � , j� \ _ � � �"�:y... — i _ , �� , i _ '',. i., ` j �� . ��. �! a ' . , _ � , , ," ` � � .. - � . '.. . .._,\ _ .. _ .. � -----^-------: , � . \\t "� - _—., r •,_� � \ i`� ,`—� �. _ ,1 _ _ _ . � �'C..� ,�, \ - . , �=-� J �:�, � =�, � % � : t —z_.�,_ Z�__�___� _ _ �o r __ _. -- — ------- -- ��. �ol -. ._ _ _ __ . � � .S _ :_ �-----�F P ti�•. : � , ro.-r�� : �L l S.9 � zjoL . � ...v-s �, ry y s i. -• �` „ r , (� s N:r ...v s' . . .q: �._ . ��.._.. ��. �._�...... i � .... '!.��•-...'1�� .i... .....'�� ... . . . � ..... �..^�aj�' .. + . . _.. . . . . . : . . . . '�. ,� , �r 70z/ � i I �'?og �._ � _.. ` � .. �� ,s. ..,,w�,�s..��...,�. s--....��-.� '. �_ ' .�: �,�.'++�'�+�_...r�—.�r-_�rr.._._. ..'.�!'i►" �O'. I�'�. ... .�. !l o4'e'�'�.1- ' ' t �psd•�- __ _ .... _ 'D _ _ _ _ _ _ �� o _ , ti� _ ;. _ m-�� t� �r �� -� �C�t�� _ � 3 � ,� �,� _ �,,_ � _ __ � _ �t , S �v�'°jit-� � �' �� _� �� '__ : � � ' . _ _ _ _ __ _ _ _ _ �l' _ ' ' t-ly ' MOUND DESiG1�1 WORKSHEET (For Flows up to 1200 gpd) A. FLOW D-� � `% `� - FSi�W1ED S(YNG(RO'MS iN G►LLDNS►Q J�r Estimated gpd (see pages D-7 or I-3,4, 5) H�EA TrPI Of RlSiOEMCE° or measured gpd. �°"°°'6 ' ° a s = JOO 72� ��0 i01 3 •]o b0 21� er � soo �n tsc B. SEPTIC TANK LIQLJID VOLLTMES * � � � `'�` -� � _ gallons (see pages C-3 or C-5) ° 12Oo °�° � ��- C-3 C. SOILS (refer to site evaluation) SEOT�� T�NK CAVACITES, �N GALLONS uowo c•o•cm 1. Depth to restricting layer = <';�"� inches ""'"' �� °.�.°• �meoaw uoum w.an oisroa�� 2. Depth of percolaHon tests = ' -� inches ,�,,,,. ,,, ,,,, 3. Percolation rate � mpi �°�� ••� ,s•� 4. Land slope °'o �� "" ,.,�. ..oa �.ao D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = ,.� �� __ gpd x 0.83 sq. ft./gpd = sq. ft. 2. Select width of rock layer (10 feet or less) _ ' ' ft. 3. Length of rock layer= area i width = Rak Bed I ' '_sq. ft.y _ ' ft. _ `. ft. ;.. �l�f•r•r•r•J•!•f•1�I•f•t•J•!•t � .,.�.�.�.�.�.�.�.�.�.�.�.�.�. T ti:��ti�ftif{��f�rti�ti�tirti:tirti�tif idth 51� � �r•l.r•r•f.l.r.l•r�l.l.l•1•f•t •�•�•�•�•�•�•�•��• 1 .f.f.�.j.f.�.r.f.d.f.f./.f.f•r E. ROCK VOLUME f-- Length --� 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 yards; _-^'' cu. ft. i 27= �� cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; I �'�; cu. yd. x 1.4 ton/cu. yd. = i; �. tons. � F. ADSORPTION WIDTH I 1. Percolation rate in top 12 inches of soil is :� ' mpi E-16 2. Select allowable soi� loading rate from table on page E-16� �++o��u�uc.n�.ma�ouu.ourcu.os � �d�f� :.��.� .�...�...�.`J � �+�M N�T� NO�� Yt �~�n�rM 3. Calculate adsorption width ratio by dividing rock layer ' � �.�� .ae �.sa �.a �.00 laading rate of 1.20 gpd/ft2 by allowable soil loading rate; ' " °" ''. ," "' ,. ,a .w a.. .... ..oa ' �� .u e.w e.w e eo i..o l.z� gp�i/ft2�- ��gPd/ft2 = , ,.., ��, .. ..e o... e.,, ,., ,., �� -�te o.f� oA� �.0 �oo Check this value on page E-16. 4. Multiply adsorption width ratio by rnck layer width to get required adsorption width; ; 'r x 7 ft — ft � , . _ � . � ,{.,.,�� :�;r�r��.�+�'��F��'�i��4s��. �r'��'�,,:.x%;��+�+'�'�'�'� �i�;�,�Cxa= . � , � ' ,,,.,� �,� � /C>�'',�`O �/' / y � . �.� �",i' //�.r.�, „ � , _ �, DOWNSLOPE DIKE WIDTH i. 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 dean sand fill at upslope edge of rock layer: Separation f feet b. Multiply rock layer width by landslope ' '°°� c°�•� _,� to determine drop in elevation; i rooc ao �a ' SlopeDifference S�Derotlon _ fut . x ' %y 100= feet s�Qv•o�rr.r.��. t UDsIODe WIGt� c. Add depth of clean sand for separation (2a) ��°� R,�k eeo w,at� � , at upslope edge,depth of rock layer(1 foot) to depth of re�� uow�:�oo.w+ac� cover(1 foot)to find the�mound height at the upslope edge "" o- of rock layer; � i � ft+ lft+ lft= .:_ feet . � d. Enter table with landslope and upslope dike raria \ Select dike multiplier of .rt . ,�_ <; • y e. Muldply dike multiplier by upslope mound height .__, ^ .�'�,�. 'r� to find upslope dike width: ,_-' x ' '.R; _ ,. feet '�S, -�� f. Add depth of clean sand for slope difference(2b) at "� �A"'� " downslope edge, to the mound height at the upslope edge �� of rock layer (2c) to find the downslope height; .�; ft+ ft= feet _ r , - ._ g. Enter table with landslope and downslope dike ratio. Select dike multiplier of � h. Multiply dike multiplier by downslope mound height to get downslope dike width: x = 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; feet uosioo.wiatn r j. Total mound width is the sum of �� ' upslope dike (G.2e) width plus rock R,�r,.a W,,,� layer width (D.2)plus a UOSIOG�MIOIh �� uosioo�Niain downslope dike width(G.2i); ; f"` `••` ft+ ft + ft= feet � k. Total mound length is the sum of 'o°"""°°•"'°`" �..� upslope dike width (G.2e) plus rock layer length.(D.3)plus upslope dike width (G.2e); � ft+ ft + ft = feet 7otei uoptn owns ope ps ope 3a �i s:� �:> >:� a:i �:i s:i 6:� r.i e:i s dope 0 3A l0 5.0 60 7.0 I.0 �.0 5.0 �6.0 7.0 !A l 3A9 117 516 6.38 753 291 3.fl5 l.76 5.66 651 7.�I 2 3.19 �35 556 6.82 8.1� 2.51 J.70 1.51 5.36 6.1� 6.90 3 330 t5/ 5.88 732 8.86 2.75 3�� .35 S.OB 5.79 6.t5 { 3A1 l76 6l5 7.l9 9.T! 2/d 3.15 �.17 1.81 5.�6 6.06 5 353 5.00 667 e57 ]0.77 261 ).33 �.00 1.62 5.19 571 6 166 536 7.1{ 936 1207 2.51 _-_- 3.D _. 3.fl5 {.�l 1.93 5.�1 7 3A0 �33G��..�-_7.69 10�� 13.7] 2.�8 � 3.12 � 3.70 {.23 l.70 5.13 ! 7.95 5.lB 833 115� 15.91 2.42 3.m 357 �.OS l.�9 !26 9 �.11 6.25 9�OV 13.01 1892 2.J6 241 3.15 3.90 1.30 !65 10 {29 6.67 ]OA t5.00 233J 2J1 2.86 3.33 3.75 {.12 �.M Il IM 7.1� ll.11 17.65 30.�J 226 278 3.23 3.61 3.95 {16 12 �b9 7.69 1250 21.63 �3.75 22; 2.70 7.12 3.�9 3.80 �.OB 64 + itb� t ,'' �..^%.�di,.s s�'.'k"s"G�.�:qq'��j ,�'". �� .�,i�' t �� <.� t �..�+'C' �° �..^;�F;`. h��'` �:��.�",, A� � `ri�: ,�n fi�,..4t ,�6kil�* r �+ +r �d. . �� u i . 3 _ . . �- 1. �� ,r _.rt":. y^.. .. Cc>�'t� �t'. ��C �,%��'� � � 4 DOWNSLOPE DIKE WIDTH t. 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 � roo� co�.� , ,^� to determine drop in elevation; i root ao •a SlopeDifference S�peretion _ 1��t , ' X '_'0�o y 100= - feet Slop• Oltf�r�ne• t uosiope wiain c. Add de th of clean sand for se ararion (2a) � �••� P P Rock eea w�acn at upslope edge,depth of rock layer(1 foot) to depth of re�� oaw�s�oo.w+o�n cover(1 foot)to find the mound height at the upslope edge fest of rock layer;, , �° ��t+ lft+ lft=:�� ' �'feet d. Enter table with landslope and upslope dike rario. Select dike multiplier of e. Mulriply dike multiplier by upslope mound height to find upslope dike width: x = ' feet 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+ a�'., ft= r r�:feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of ' �'- h. Multiply dike mulriplier by downslope mound height :� to get downslope dike width: ' ' '.� x �.: '�- = feet i. Compaze the values of step G.1 and Step G.2h Select the '-�� greater of the two values as the downslope dike width; , � �.,,:� ;�.. feet �-�UOfIOD�M��OLR':� j. Total mound width is the sum of � _ ��•� upslope dike(G.2e)width plus rock R,�r,.a w,a�� layer width (D.2)plus o �05�00.w�a�� "" �o.�,,.W�„� downslope dike�y�dth(G.,7�i)• # "" "" �',P�,�';= �`�t°�'+ ft +` ' ��-ft�= � - feet � k. Total mound length is the sum of '°or'""°°'"'°`" ' < <..� upslope dike width (G.2e)plus rock layer length.(D.3)plus upslope dike width (G.2e); ' ft+-� �`� ft + �f ;,�' ft - �.- �"�5�7 feet � �- : TotelL�nqtn owns ope ps upe 3a �i s:i �:i �:i �:� �:� s:i �> >:t e:� �Vope 0 3A l0 5.0 GO 7.0 ).0 �.0 5.0 �40 7.0 6A 1 3A➢ 117 S.M G38 753 291 3.fl5 �J6 5.66 6S1 7.�I 2 3.19 115 556 6.82 8.1{ 2.57 3.70 ISI 5.36 61� 6.90 3 330 f5/ 5.88 732 9.86 2.75 357 4.35 5.08 5.79 6�15 1 3A1 l76 i?5 7.E9 9.T! 26B 3.15 {.t7 �.8� SA6 6A6 5 753 S.OD 667 157 10.77 261 733 {.00 �.6I 5.19 5Ji 6 7b6 $.7b� 7.1� 9.}S 1207 2.51 3.73 _ 3.85 �.�I �.97 5.{l 7 7d0 556 7.IA 103! 17.73 2.�8 _...3.12 3.70 �.23 UO 5.13 8 3.% S.!! !37 115{ I5.91 2.1Z 3.R1 357 1.05 {.19 11! 9 �.71 6.25 9.09 13.01 18.92 2.36 29� 3.15 3.90 l�0 l.65 l0 �29 6W 10.0 I5.00 2337 2Jt 2.86 3.33 3.75 {.l2 {A4 1I 1A8 7.1{ 11.11 17.65 30.0 23b 2)8 3.73 3.61 3.95 {� 64 12 �b9 7.69 1250 21.d3 �3.75 22t 2.70 7.12 3.�9 3.80 �.OB v--.. . w=w...n� .��.. . .�4�• .�:. qrr_,�-+..: -x:i�77�#I�':S'ii•� , e�. aT��wa.w•�x.. .s,;4 `°'+""�^�v"b �s. �i'�ti� �'��or^'��4 3r- , .�.��. , ,'7+'� �({;.�'�'^<"'a `� . �. . -.. . :.1,'• i.�-Y"��+EJu.: �'. . f � �� _.� , �, �,�� ,.-,� /C� � ,.� ,,-, <� , s PRES5URE DISTRIBUTIOt�1 SYSTEM 1. Select number of perforated laterals � � »- � ��'�' �.,_ 2. Select perforation spacing = �� _ ft. 3. Since perforations should not be placed closer than 1 ft. to the edge of the rock layer (see p. F-14), subtract 2 ft. from the ' � rock layer length. `'� .:� . ,� , ;, Rock laycr lenRth — 2 f t. � �� f t. 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a C�OWI't t0 riedrE'St W�'IOIe riUITIbeT. TABLEOFPERFORATIpNDISC�iARCESItic;>�.� "' Head Perfora�ion cii.unetc:(mches) Len th erf. s acin %��"� ft. = -=�� ft. _ �.' s aces �t3z �!4 � P P g -`. �3) (2) P 1.Oa 056 0.79 1.5 0.69 0.90 5. Number of perforations is equal to one plus the number of 2.ob t�^� i.oa 2s �� .» perforation spaces . 3.o ava � �s 4.0 1.13 t.47 5.0 1.26 1.65 spaces + 1 = -".�"� perforarions/lateral aUse 1.0foot of head for residential systems bUse 2.0 feet of head Eor other establishments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. E-17b ` .. wum�.ue.ar dmi.w qur.mcn Rnxr:eo�S�ue.:ie �.... ' : ..'' ryruea<IO�O�eOe�e.uWm laterals x perfs/:ateral— �?� .—perforations. �-�. 1,2$inch I.S intn 2.O ir;r trrl 2.5 �4 �g ��3 7. Deter.nine required flctfr rate by multiplying 3A 13 i� � z� number of perforations by flow per perforation a.o ii is � 2� (see page E -li; s.o io �a I z, � ' �� ..:..r`.�. _�' �r5 X ��i:..,� �..�.� ��r.;. �:.�� ,�.�., ��.�.r�,..,.,,,,,,�M•,�� I8. If laterals are connected to header pipe as shawn on page E- � � 15, select minimum required lateral diameter from table on ;�•�...�.• � page E-17; enter table with perforaH�n �pacing ar.d number �,,,.�✓�..•�'"' ��' of perforarions per late�ral. Seleci :ninimum diameter for �� perforated lateral = ' inches. F-12 . ,.�..t 9. If perfora+ed latPr�: system is attached to manifold pipe near �„�_.__r �„- the center, a�, �n page E-12, perforated lateral length and �"�' -� number af perfor-ations per lateral will be approximately one "�'�`'�� •yu�t_� half oE that in step 8. Using these values, select minimum _� . ,,,, diameter for �erforated lateral fram page E-17 as �,,.,�'` "� inches. : �i.�� 4...,T,,.zyr..,,.,m.t�s•,wP,..,T, �'�:�.,��, ,�/i�:�"7�7/�,,t7/'s,�.'�T�::�7�-e+�rru�r*C'Ki.R��.c?.-. .w,t. u:��r^- .. � :a ,. � ��l��`. i�� 'r^�: l{ /';� �' i4'w i"—•! /(_ / J'; L,�,r��.� !R":3R' ¢ pRESSURE DISTRIBUTiON SYSTEM 1. Select number of perforated laterals .;::;� � ��; -, :;:'. 2. Select perforation spacing = � ft. 3. Since perforations silould not be placed closer than 1 ft. ro =� the edge of the rock layer (see p. F-14), subtract 2 ft. from the rock layer length. ,-<' Rcx�k laycr lenRth — � �t. _ � f t. '-=,`�, 4. Determine the number of spaces between perforations. Divide the length above by perforation spacing and round E-17a docvn to nearest whole number. TABLE OFPERFORATION D[SCHARCES I.ti Cf'".' - Head Perfora�ion cii,unetr.:(inches) Length perf. spacing =.�• ''�� ft. �- :::. ft. _ � _ spaces �i3z ��a �3� �2� I.Oa OS6 0.�� 1.5 0.69 0.90 5. Number of perforations is equal to one plus the number of z.ob �,�� .oa 2.5 089 1.17 perforation spaces . 3.o aya �zs 4.0 1.13 1.4i 5.0 1.26 1.65 � spaces + 1 = %� ''� perforations/lateral aUse lA foot of head for residential systems bUse 2.0 feet of head(or other establishments 6. Multiply perforations per lateral by number of laterals to get total number of perforations. E-17b - �_ �,.��,�.�.��,��e,�,x..m,��.,,o _" x = ;;.�.<�� erforations. m ".�"<�°` ""'°�'°° laterals perfs/lateral � «�'p"°� 115 inch 1.5 inch 2.0 ir,_r 2.5 14 18 2�3 7. Deter.nine required flo��: rate by :nultiplying 3.0 13 t� � z� number of perforations by flow per perforation a:o ii is � z� (see page E -17; s.o io ia l z, c� ,�fs X �:��...� L��' fic r... �: � ; 1 "'�;i� ;,. `�'� , WwiOID lO4!m�T 00�1�[]}K OT��wR�f-+�� __w__..�__,__ .��,�.... ..f.'� .._ -,x . 8. If laterals are connected to header pipe as shown on page E- z 15, select minimum requireci l�teral diameter from table on page E-17; enter table with perforatinn spacing and number �_.�;�.•�''� ��' of perforations per lateral. S�leci .ninimum diameter for �,j� perforated lateral = - - incheti. F.-12 �.�...� .,....._._,,.. ��. If perforated lat�r�: sti stem is attached to manifold pipe near ��,�" ,.. �:—.-•� ,,.�-- the center, z: on page E-12, perforated lateral length and '�'^� -� num�>er oE �.�erforations per lateral will be approximately one "�''��'�� "�'L7•L"� half of that in step f3. Using these values, select minimum _� . ,� diameter for �erforated lateral from page E-17 as �,,.-�� "'-" inches. �; , ;-::_ .:.>�� : _. .. .�... ''LA r �_." 'r . . , , . . . . .. . . .. . .�Q ia . �$::.�n�. n',- i• � . . � a * s 1.. .�1°:�� PUMP SELECTION PROCEDURE ;��Y�'� R . 4y�. �'��,I�..:;,�.t�q A. Determine pump capacity: `,�,��,�� Gravity Distribution 1. Minunum suggested is 20 gpm S:�; 2. Maximum suggested is 45 gpm Perforation Discharges in GPM `� �> �,� PieSSuie DlstlbutlOn Head Perforation diameter � feet inches k 3. a. Select number of perforated laterals 7/32 1/4 b. Select perforation spacing= feet. l.oa o.56 0.74 c. Subtract 2 ft. from the rock layer length. �.5 0.69 0.90 Rock layer length -2 ft. = feet. 2.06 0.80 1.04 d. Determine the number of spaces between perforations. a Use�.o foot single homes. Length perf.spacing= ft.= ft. = spaces b Use 2.0 feet for anything else. e. spaces+ 1 = perforations/lateral f. Mulriply perforations per lateral by number of laterals to get total number of perforations. ��5 x ��z��= perforations. g• P� X�,m,��- SPm. SELECTED PUMP CAPACITY„��gpm B.Determine head requirements: 1. Elevation difference between pump and point of discharge. �_feet 2. If pumping to a pressure distribution system,five feet for pressure S°''r�a�"�'�SYS'e'" required at manifold if gravity system,zero. °;°�'°�•°� �feet 7ota1 p�pe length 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. �„�e . ��.,tio„uxere„�e Read friction loss in feet per 100 feet from table(F-14). P'� ------- -- - F.L. _ ,O ft./100 ft of pipe _...._. . . b. Determine total pipe length from pump to discharge �-"�-------�----�---��------------'�' point. Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chazt(F-15 feet). Equivalent pipe length-125 times pipe length= �3�x 125= �fo Z feet c. Calculate total friction loss by multiplying Friction Loss in Plastic Pipe friction loss in ft/100 ft by equivalent ipe length. Nominal � pipe dia. Total friction loss=�• 4�p x �(v =100= feet F1ow Rate 4. Total head required is the sum of elevation difference, �m 1.5" 2" 3" special head requirements,and total friction loss. 20 2.47 0.73 0.11 �+ � + � 25 3.73 111 0.16 (1) (2) (3c) 523 0.23 35 6.96 2.06 0.30 TOTAL HEAD /^>C^ feet 0 8.91 . 0.39 45 11.07 328 0.48 50 13.46 3.99 0.58 C. Pump selection bo 5.60 o.s� 65 6.48 0.95 70 7.44 1.�9 1. A pump must be selected to deliver at least �gpm (Step A) with at least �,�feet of total head (Step B). .:_,.; ; __ . � ._ � .. ; . ,� � ;. ,� � _ :�• �� ;: , ; r.• ; _ �� ;..�-�•�:s�` �. r, . �'��a"■� ��.� - _ _ -� � . � �► �' � � �' `� - Sizing of Pum� Station �; , 1. Dctrrminc Surfacc Arca T x� Rcctanglc=Arca= L x W W'��h x = square feet 1 ' � I.cnglh ;,� Circle= Area=n x(Radius)2 ,�, 3.14 x x = square feet RaJius � ;�. Other=Get Surface Area from Manufacturcr n=3.14 `� :;: squue feet �;; 2. Calculate Gallons Per Inch '`� Thcre am 7.5 gallons per cubic foot of volume,thercfore you must multiply the ama � times the conversion factor and divide by 12 inches per fcx�t to calculatc gallons per inch Arca x 7.5 gpft'+12 inchs per foot `� ;� =� x 7.5+12 = - gallons/inch 3. Calculate Gallons to Cover Pump(with 2 inches of watcr covcring pump) Es�imaiat Scwage Flows in Gallons per day ti'� (Height(in)+2 inches) x gallons/inch(#2) um r (g�) '� ( + )x ' = gallons of Type I Typc II Typc llI Typc `"'': Bedrooms 1 V �+ 4. Calculate Total Pumpout Volume 2 300 225 180 '� +ryw a. To maximize pump lifc select sump size for 4 to 5 pump operations per day. 3 450 300 218 � '� �+4= gallons per dose 4 600 375 256 °r`"° ;`� �yi� . b. Calculate drainback S 750 45U 294 ;,, ;a� 1. Determine total pipe length, feet. 7 0 0 600 370 �""'� '� �;:; 2. DeMrmine liquid volume of pipe, gallons per 1(x)fect. 8 1200 675 408 «,i�� .:�;' 3. Multiply length by volume: Drainback quantity= ',;� � fcet x gallons/]00 ft.= gallons. .F� Pi di�meta inchc� C�Iluns r 100 fcei �,`,�,� c. Total pump out volume equals dose volume+drainback 1 4.4 Eallons per dose+ gallons= "�''�=�� gallons 1.25 � �� '''`; 1._5 10.58 5. Calculate Volume for Alarm(typically 2 to 3 inches) 2 17.43 Depth(in)x gallons/inch(#2)= 2.5 24.87 x • = gallons 3 38.4 ';� 4 66.1 � 6. Calculate Reserve Capacity(75%a the daily flow) '°� Daily flow(see page D-7)x.75= ';� ' x.75= gallons Rcservc Capacity �. 7. Calculate total gallons �� gallons over pump+gallons pumpout+fiallons alarm+gallons reserve capcity r #3+#4 c+�15+#6 �,� + . + , , + ' ' c`' = gallons Alarm � � Pump On �� S. Total Dcpth (Total�allon dividcd by gallon per inch) Total Gallon{�7)+�allon/inch(#2) To I Pumpout�lumc + — 'inches Pump Off Pump Hcight 9. Float Scparation Distance(equal total pumpout voli�mc) Total pumpout volume(#4c)+gallons/inch(#2) ' — inches : , ;t �` � �_ . . . _ . �:... . . . . _ r. , 4�.,,.,,��. , r. �'l!'sYk�C�3-�.'; .��.�.��'R�i}'�'";�K`l ;�f y' ��"-w.�—.r . ,;, -w---- ---"��nrov- • ` LOGS OF SOIL BORINGS � •� Location or Project ��,�� .�.- ;;,..�� .� ,� i r : `." ,�3 _ ,. Borings made by SWEDLUND ' Date �=-� �"" ._i' � � � �� .�t Classification System: ❑AASHO Q USDA-SCS ❑ Unified ❑Other �� w�� Auger used (check two): Q Hand ❑ or Power; ❑ Flight 0 or Bucket; ❑ Other n �� De th Boring Number -�'E-' Depth, Boring Number p , in feet Surface Elevation in feet Surface Elevation 0 ' _ =%' %�-� �`�� "' �� , p �f.�� =��, � �-�-.�,- ,d/.�a h' ,�,�,,,.� �>1� . ' ` r� � , ` t� h ., �4'�,i �� , d 1 - `�'�_'3�i �J�Zpta.�� ('"� �r� L.,1 *� � ' 1 - �� .� __�.__. ._..._ , � � 7 r S Ar., c�.� ��q rv� `f�3 , ..._._ ,,_ -. ��, I ._ ._ 2 — -.'�/r.._.�,. �G_�=,�`___.l =_?�''.�.�'-L.- `:_.c:.,_,�...__ 2 — '�r�� 2"�".�.-.. .�' - - � ... � �„�'�' i1 V V�l..� �?'�1..� f-G'�` .. r ,. � z 3 - _�..`._._._ .._...� ��y..,- 4 - 4 - 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - 9 - 9 - 10 - 10 - End of boring at �� feet. End of boring at feet. Standing water table: Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, ``� hours after boring. hours after boring. ❑ Not present in boring hole. ❑ Not present in boring hole. Mottled Soil: Mottled Soil: ❑ Observed at �-x feet of depth. O Observed at �3 � feet of depth. ❑ Not present in boring hole. ❑ Not present in boring hole. ,�,.,�.'___>�-.• .- . ' � :'-�,c . - .7 • ._ -... �� . , . :.b ��'�z .. . � .� . . . . . .. � . . . . �4 - � " LOGS OF SOIL BORINGS Location or Project //?`�.,�-,A,.� fi:,1��' Borings made by SWEDLUND Date Classification System: ❑AASHO Q USDA-SCS O Unified ❑ Other � �, Auger used(check two): 0 Hand ❑ or Power; ❑ Flight C�I or Bucket; ❑ Other � Depth, Boring Number �;�..,"" Depth, Boring Number in feet Surface Elevation in feet Surface Elevation p f��i�.,�;.E,ii� /G�- � 0 r ��1� r�G"�-� �•�,.� '~�;� ' 1 - .��3 . �� -._--___ 1 - �� ,��'�o.'�`�r� ,�/ s�%,��._t 2 - �' :/'Y10%/s �•4��r ��y��/.:7� 2 - 1� �C.� u�Qv�c�...�, G��i�) y� _ 3 - ..___ ._._ _�_ 3 4 - 4 - 5 - 5 - 6 - 6 - 7 - 7 - 8 - 8 - g - 9 - 10 - 10 - End of boring at =� feet. End of boring at feet. Standing water table: Standing water table: ❑ Present at ~ feet of depth, ❑ Present at feet of depth, "� � hours after boring. hours after boring. ❑ Not present in boring hole. ❑ Not present in boring hole. Mottled Soil: Mottled Soil: ❑ Observed at �~ feet of depth. ❑ Observed at feet of depth. ❑ Not present in boring hole. ❑ Not present in boring hole. .'.--L:�.��, .....'r��v;:�. .. . �- �:� ...-.�,.a...�. ..w,o..�.y.� . .... ��i..�N.�l�'S,l,."x'S:-. , ., . . . . ., . . , . . � .' . P'./!9n�.�vrY T'.'v!"i'�Y ^6Y+ie�u...'�� {4 � A�� .�.J-I. f Date °� y �o --�� '� PERC TEST BY SWEDLUND SEPTIC � Location ,�'%�t: ��.��r2 y r�a /�` - r. . Hole # 1 Depth %'6='' X . Soil Depth Texture `' ' �} n.i r Depth of Initial � � Water Fillin � 9 ^ � � Perc Test starting Time and Date: Time �� !_:�� Date �`,�� ; �� '' :? Time Intervals Drop in Inches Perc Rate % .�.5_� - s'�. � - - , ` ; .lf /� !IL �� `�� . . / - .��' • /^,�. �C� - �- i�.� ' �� ,ry � � `^-_ ,� l �"_ ��rt� y..,,, ir f, '� 1�:I r ,^.. � Date r�-- :j.rz--,-�i�7 PERC TEST BY SWEDLUND SEPTIC ,; Locatior �`I 7C? .�',�,.;�,-1 .,,�/��.��, Hole # �- Depth `�-� � f' Soil Depth ,�.� Texture .<-u-.��:� Depth of Initial Water Filling 1.;�'�f Perc Test starting Time and Date: Time �� ! Date �,�� "� �;% .�` ' , Time Intervals Drop in Inches Perc Rate , � .� . , �_ �' t. �' _'�'G' ��.,.. �' ! �. ,�' <> �� `-- , � '�.. _ G '�` - �, f; ,. , j-> ,;�.�, 1 a ;� a , - _� `;' `r � ,� � �� l '' � . >i ' f, .f`, � Date ;��' `�� —� � PERC TEST BY SWEDLUND SEPTIC Location .f/ 7C� �c..mAn.-� I�v,�- Hole # �.� Depth �� '^ Soil Depth Texture �'--r�-��n: Depth of Initial Water Filling � Perc Test starting Time and Date: Time -'� - �� Date ��'- !� l� Time Intervals Drop in Inches Perc Rate f, :� f' ;,V . �G:,,•1�.. ., ' j _ f'y"._ ,� ��_ r� 3�� .r' �_a - ..�. "-�� c.�,..� - , , , f c- ,, ,-, _ � � . � ' �/s-- --O��, J ,. J .... /`f. �, i DATE TIME\ CITY OF ORONO CALLED IN �d 13 �`�' �ZJ�7 INSPECTION NOTICE �6�(��f SCHEDULED /v "� ' .l�T PERMIT NO. COMPLETC� il ADDRESS 7 U -4� OWNER CONTR.��--�t� TELEPHONE NO. ��v� -S �SS � DESCRIPTION � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINA� 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE �RFPTIC:MAINT. 21 COMPLAINT � 07 DEMO-FINAL 1�.SEPTIC_ I�STALL] 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YO : YES_NO � COMMENTS: "" � W — a � J O a � O � ti � Q � Z W � W � � d �WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W � ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnedContractor n Inspector. ' White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �'i-�� /a%d� INSPECTION NOTICE�.�'�� SCHEDULED 0 /S- � , PERMIT NO. COMPLETED �� J ADDRESS O � � - OWNER CONTR. TELEPHONE NO. �� " S�'�S � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WEfLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 S . 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SE 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES NO � COMMENTS: ` U � a �"� � �' . j — o _ �� - � r o _ �a W � o Q ��, z ` r in►�IJ � — �. W � � / d X1 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � ��CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 ho rs in advance.473-7357 OwnerlContract Inspector. White CopyMspector's Flle Canary Copy/Site Notice /�� D TE TIME � TY OF ORONO CALLED IN � ----= �- INSPECTION NOTICE SCHEDULED� � � C3��G� PERMIT NO. �DB�o�'1 COMPLETED �:� ADDRESS � -� ' OWNER CONTR. TELEPHONE NO. � DESCRIPTION L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEP AINT. 21 COMPLAINT v 07 DEMO-FINAL L 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC I AL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNEHICONTRACTOR TO MEET YOU:_YES_NO Z fl COMMENTS: '— v � � W ^ a j � O � � � � � r O � C W � Q � Z W � W � � i d C]WORKSATISFACTORY:PROCEED �PROJECTCOMPLETE W � ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. n PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQU�RED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnedContractor o ' e: Inspector. White Copy/lnspector's File Canary Copy/Site Notice