The URL can be used to link to this page

Home My WebLink About1997-008935 - repair septic , . �. PERMIT . ��Y OF ORONO PERMIT TYPE: : '"z750 Kelley Parkway- P.O. Box 66 '==�=�'�'�:�=` `''�" � `�'' Crystal Bay, Minnesota 55323 Permit Number: ':{i i=�:'y-�._s._ (612)473-7357 Date Issued: . , . _ _ ,;s�:� SITE ADDRESS: t 1:�_ �:��"''E"f i t�lR? i'�_,_� v.L) t ��tS ,._•_�t p . . _. , . . . � . . —'1 y�_ ._._.. . _. "f_:{?(:•'� Itj ,-i DESCRIPTION: A ._.,_....., .. ..._ ..._ -'- . .,,� �:; � � � : �: . _.. . ._' _ _ _. a `_:=-W•�.�" '� S�:js.r�},..,��+�,fi�;=;�. ..'.�f4°r= _.. _. ._. . ._ _ : . : m - ~ ••- � ` �- - . ,. u;; •':� . �:t-• ,.. E� .� r :� � ; _ _ .. ., _ . _. _ .... . .. _ . _ __,. . _. ...' . ..� � . . \ � REMARKS: FEE SUMMARY: ,�:.�:�i_. ;�.a}� �� .'_�� . _ � =:��-,;-,;��=: _--____ L,�i: I :'i f.>;�} 3-�=-� �y� t't.�i i'-�`t C X.. . !'.....,(_: : � fti._f i�T. "` NTRA�TOR: . _ . _ " � - OWN,ER: �—';- n:-•�i_'r,. ; 's�«� • •'•:-i �j { ' ... �. . ____ :�. . _ 4_•_ � '-'F } e� .. �. _. . .. ,...__. . ...I Y'�t --.__ ..�'!�`3�fi f-3`t'rY.. �`.= � .L�.- -- . ._. ._ i�.LE_� ':'.�' �j '•� tll:' L i.��' � � Fe(� �.L��sJ i i i�y.,i-it��_' �i„� ... ... _...__ ?_:f"i,{��{i:>>_� .�S� �. .. ... _ 7 t.r. i s.�! . . _. ... _. ,_ ... . . _ __— .... . . , �.#�. t� r � r�n,��i6•�:3 3-�-F�,' `' �i�:��.��_ . _ . �� .�_ _ _ '�_�� . _ f�. ''r `-.�.. �..._.�4_. �sr�.-��j�,}r i;-3`�{�"_=' W . i �' . ! !.'_ _��_?__. ._. _. _. ,�._� . .i._. t....� 3 �� t • ' .L . � ' '�.f'•. ..' .. i •,.� ,�,— ,,s ._, ., c — r�—t $� �•. � �,a-��.� � r -. - , � :€ ':T s'1•_ -.tt`` i•7;`'."7 .��.,� : j,�� r t � �_. , , , � , , a _ . . . .. . LLir.'. ,_ ._ i� _'� -i . _. .__ � =-��:= . ._<, ..____ 1 _ �I.. ��.,.t,. �t�.i es=, .�} �_:.'s-� 's 1 .�#._ �1� �" (��tti#,,,�I v i,,3 �,r t,,.3 N �' ,.;t e i#, i„ �r i';:iU 3-,'_t f F —� i,t ` t r { i �3 i"' �. � 5 6 :y '�� ,-{^ ..� . : , : _.. . . . . .i ._...._ . . .._ _�3. �. .t { t s+.. _� P'{ :w. _- t.,,, _ : :..! _ .._.. ._ _,�. _ _... . .. . . _. . L � APPLICANT/PER SIGNATURE ISSUED BY:SIGNATURE . . �. �� 3�' CITY OF ORONO SEPTIC SYSTE�i PERitiIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, I�IN 55323 �- c �`� �� JOB STTE ADDRESS: ' / �-'-t.- `' --r�r , i f Occupa.ncy Type: Residential �_ Commercial Other Permit Type: New or Replacement S}��stem, $100.00 ��. Repair E�cisting System, $ 50.00 f ��_ (Tanks or DrainfieId) 0.50 State surcharge added to above fees , �`See fee schedule for non-residential permit fees O�vner's Name: � ' Phone Number: Nlailing Address: .� ` City: �p� Contractor's I�Tame: PhoneNumber: t�� r-is;� Nlailing Address: S"� �./ /�..�-_� �'-„�- Si� City: 7-�p� .s s'?� .�' DO NOT NIAII. PAYI�iENT WITH THIS APPLICATION GENERAL �1STRUCTIONS 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 Ciry 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 Ciry 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 si�ned by the Ciry Inspector. 4. The followi.n� 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 rouah-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 inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holdin� MPCA Installer Certificate shall be present durin� inspections: A 24 hour notice is required for all inspections. �- . . � . . , NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system desi?n including the City of Orono Septic System Approval Cover Sheet. 2. I will be installin� the following: A. Tanks: � Precast Concrete Other Manufacturer Tank Capacities: 1)�� gal. 2)��gal. 3) gal. B. Pump Station (if required) Pump make & model �� (attach pump curve & literature); system desi;n requires �/�gpm at �feet of head. High water alarm make & model ,� Outside • electrical work to be completed by installer � electrician� o[her . Inside electrical work musat be completed by electrician. C. Treatment System: Trenches: s.f. _� Mound Depth of rock below pipe " Rock bed dimensions /a 'x 7�� Drop Boxes Sand bed dimensions,��'x�' Distribution Box Pressure Dist. Pipe Diam. �-' 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 City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the Ciry and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. G. SignatureofApplicant• Date: . MPCA Certification �/� Staff Review: Approval __� Denial Reviewer: Date: 7`��0'' Reason for Denial: . � '�;,; , • � ��`�� ' CITY OF ORONO � � � � � : � ��`�� =' �� SEPTIC S�C'STEM APPROVAL O �'�°'3 r> ,'. , ei-� � �t ��,�;, A� ��a. �`,�� _� � � �ITY of OR��T�.1 �� ,�s ��`' �� '� (� �.�' �t�;-.;� 1�, htun;cipal offices �� r %� �`�.�/`�� . Post OftiCe BoX 66 L� � ��:� ��,_�G Cry�t�y,t�t;N,��553z3-oo� kEB Ho� LOCATION: 1125 Spring Hill Rd. � OWNER: Tony shull - " GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing REPORT DATE: July. 26, 1996 Tlie City of Orono has Approved yQur on-site system design as o� August 21, 1996 (approved-disapproved) r( (date) f witlt the following conunents: � � THIS IS NOT A PERMIT. Tl�is is a design approval form which must accompany the sitc 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 si[es either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely comple[ion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contrac[or. CITY OF By L <�` �� Stephen ckman, On-site Systems Manager TELE['I IC1NE-473-7357• FAX-473-0510 /v �ev� G✓��/'��F� � �� .�- /�//�+ / S"P TES TING� �I11 Lr. Steven B. Schirmers • MPCA� ert.No. 627 ' 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 ' State License#394 July 26, 1996 Tony Shull 1125 Spring Hili Rd. Orono, Henn. Co., MN This on-Site Sewage Treatment System is Designed for a Type 1, six bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. " This site has an existing system classified as failed due to not meeting the 3' separation from the bottom of the system to the saturated soils. To adequately treat septic effluent, a Pressurized Mound System will need to be installed. The existing tanks may be used upon approval by the local Inspector. The tanks must be water tight. The soils on this site are SCS soils mapped - HcC2 - Hayden Loam. The seasonally saturated soils were located at 16" to 26" (mott(ed soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3'�above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 9.5 mpi. A pumping chamber will need to be installed to lift the efftuent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. The manifold and supply lic�e pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fifl material are clean. The sod layer below the entire mounded area must be tumed over, just break up the sod, be sure not to over work. 1 Ail neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment 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 problem 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, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump 8� clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. �G��- .�� ` � �� Steven B. chirmers 2 . 5��.�' � '_ ---- — _ � � �� j - � ,- � / �1'��G4 A�-L�- 1�'�.dr�/`� '�Qvl?T'1'�3-�"� D�r'� � O'� -1�-1-'E t�U"��o ''�'Gr�"Clv��a� 1�?�� -• .�`.�5.1 � -�,�� A�r�C�'� c,��sK'�`��f�e�-I / ' � s5.� +��.i ' / t j% / ��' ,. ;� � / z�� e+5�/; .�:, �a.g 'Kl.� / � / + a � ��\ + + /, 1—� — --� _ _ / � �� : ; ��_ .c��.�� ,� ;� � es.` � �e �.�.�; ' / -s��M��-� i `\ / t � .. /; � � +i/ t �} / �C',,; i,�� \ / � 3�T ��` � � �'l l.q �l..'� �\J \/1 ��\\� �/ / ,/a y',/'1�.� i , �� / � � �f / j j • . � I��' � " `' � ` �Q// � au.o' �� % �s.�6 �s.� '"'�\ 'S'6M�"{��C15'Sli�V � t / i�\ ; ��" t + "� - \ � Y�/'�Ll� ?� �/ � i ��..�. �� \ �r{�.' ��.5/ �. �O ��%1S�1yV � � �,.i� � �I y.�oaS� �.� . � �5.6 � �v ?�*ro4os� � Q � � '�il'14)Y�.. �� ' d''� �;�y d.� �Z-Y�."'�"� :y a: � G\�R»'18'�R- 1A� z'�ii,r? ;.�'�i'z.a.. -c�;;% �.i a:4 �+; �' A� ��b� ' �,� � DC . �,.. ''! �� S'a ` \ �` 'n+ct�3v �� X in t C3L�� . \ � '"'"s' � � � h].O � �..r. ��ia4'y '�'�. - — � � � t . , . _ r a f'�� rJ �v��s r �,i�; ae r �+>f' �x�s-�)��` c-'� v�^ �'► `", _;":�� S I�lOT� �N � �4o Sroo i < ��,•�'E ,h ��-` ��• -fAl��L 'SATa1L ot'f�?>��S �`; �l,r-� � i _.�,�... � � �, t- �� L NO; Ai�'- ��Y`t� C,=�~:':�.a,1 F� fic�SJ��:l,: ��o: �� 5$ G � t .t :tr cc�rreu�,�/y� 3 ar2 tor yc.�r - "�``:�'�. hl� tva�rlc sT.t:i!�� .ncS-t 3�. • �i/!�: f.fl:it;it`PCr!CP w'K�.. :�: �:�t-:f'v:'.::Si�'? :'4'x'de�.�' � 2lfF'�ii� A�' l� a3 -��,-�x�•r .�i:.- r.: :3�r,; ;,;; z�;r�Ker<y nr,t�c: m G'n� �. .�T �l ` "� j YiPf� IY7i: h�:�i�Y �1 .�_`" .:i�` I�Y� I ,�S - n � � P?�?ERTY C�:�o�..l`� ��lU��. I �f'6t� '.�v� nF co�-�c.�-�� s��ts 3- B p�cplation Tests Scale�J = L° c�t �,�o�� c� fog- �,v�.�� Soil Borings , '� 11 a S S4e��...\�� ..l�t_� -�a I _ .�i�-/oo,o �Bencl; Mork O'go�o 'M� . 1��.� . /�b ' � Note� This system is 10 be constructed to meet � _ - - the M�nneso�a Pollufan Control Agency S-P T ST/NG/NCj Chapter 7080 & Local Ordinance S� � O �C- ' ! Qes�gned By: ��-- � — � Note : Check all underground utilities , Da:e�—//, �ti.6�2-497-3566 I - qq�- 'Y y;1 SS � �V� �S' -g.oc.�- 4�-� � - - `- � r � t,S � - I�I�- `��,� ' � 3•7 �F�`��..'Su�c� y.5 'P�A� vi��/ t.��sa�� ✓-y �.3 - � S�T- BACKS � � la� .i, /o' � �'�� . � HOUSE Syslem must be= � Tank �� from property lires � X - S��-��n�1 c��Sr�� W�o-�µ _ '�u AS�'v►'� '�"" �� from w�l!s ' u�*��'�`( a� from b:dgs. ' .iiv�, � - nn ireotmert erea ^,�'�-'��ror,� lakes , _� s�reams . Treetmenl oreo �J� #rom properiy lines h��supply and swiiches must be located in a ?"1A�r��{o�%5 ��.'n t�-" �S �from we•.is weather proof encbsure o�rtside the pumping chomber and manhole ' ;i � La.ccF,�� .,�rom b!dgs. . '� :-i �� from trees SOIL BORInG ELEVAIIONS ,� . � ' I �� ' . � y. � �min !i , , , I� f i . . .--''-----� � a „ � TH.'I EL,-Z. . � � da.su � rece—%T}-�"2 Ei._2SS1 iank � Tank ::� -c�o'- S TH:'3EL:� Droo to Tank � � � �t� PRESSURE D!STRIBUTION MOUND SYSTEM .T.h..�`�_ . N,in. i'to 8' r� , � TH`5 EL.— Pi.mp�ng Max.l��io4� '� ��P �'��.1�5 �1��A�.Loc�J ChomSer E�E11A710V ol PROPOSEO P`��M?;�\, . �4�10 6��dio.pipe � C�A`!6�n- �0•O ��o �uwcP�s.o . . . . �- ��coU�� A-T_Ex�s,-�s)uti�S1�1=-'�4.3 SYSTEM DESIGN -MOUND ' � .�Lo,,� ��,��.� - ��,.a TYPE-�, � BEDF300M , Ave�og2 percolofion rofe�-�min./inch (design.83sa.ft trealment area pergof, of daily sewoge flav) , � ��qal./day x.83sq.ft�goi.�sq.ff.of treaimeni orea +l9pfo=— sq.fi. (.= IOft.width=?�ft.lenqth of b2d area T side s!ope run�10 I x�heigh= �_fi,x 1 � fi.lawn•e�needed) Cleon rock needed- �`» sq.ft.treatment area x �•o S� d�pih oF rock=�_cu.ft :-27= a� cu.yds,(3/4�io 21/��dia. ,��k�des 2��of rxk obove p:pe) , -�'-w�-�� Cleon sond fill below rock needed 33� cu.yds. o�.prox. , sendy loem beck fill�_a.yds.opprox., topsoii 6�� '>> cu.yd. A�1=• SSt�� o=P'�'� • a,u - . Number of tonks required a , ist tonkl�gol. , 2ndten:t % '^� gol.min'm,rns .�s P�-1mP�Nv ��¢�-impE��o._Aao_�o°�o �o Toeso��FnF_��g�-�t��s3.o�� /ID c��) Pumping chamher capacity- 25% of doily sev,+oge flew of �� gal.=��gal.+2serve s'oraS+e of 150�z:]./B�.�2�gol.+pipe bock droinage— PROP�RTY G=:'�' t� u�-�- of.�s�gol,/IOOlin.ft.of a '�dia. s�pply pipe, lin.ft.needed � , � � gci.i mon;�o'd 1�gol./IOOl;nftof a"dio.pipe, I'n.ft.r�eded� , � goi. _ � fotal copacity needed 1L�gol.(plus orea forpump) us� rn,r�. �1 S� 9�,l.cap. ' y�, Distribution pipeL�dio. , a1'� lin.ft., ��dio, perforotions ��eporf - � Pump size��hp. (pumpoble copocity"�� gol. 4cycies/doy) ys�� la � H�1ao P�Ess _��s��.��U� ya aa11 t„� n. � � S—P TEST/NG . Nofe� 14hen cortstrucling bed .- , t:as areo shouG be st�ped Note� Distonce irom treohnent oreo to neighboring v.ells— � Des: ned p �— ��• � �- - io divert run-o`f from en;ering treatment oreo. L-��°�E-g- -f�-1t��s /r�o� • } 9 Y� , � . • i De;e�_//_ , PN. 612-�97-3566 MOUND DESIGN WORKSHEET � � (For Flows up to 1200 gpd) ' A. �..�w Estimaced Sewage Flow in Gallons pa D�y(g,pQ) ..•.-� Estimated Co gpd `�� ; or �ya t �[y�tt zya t�t �tya rv or measured x 1.5 = - gpd. s�� Z 300 27S 180 6oR 3 450 300 218 et B. SEI''ITC TANK LIQUID VOLUMES � ° � 3�s u� � s �so 4so Zsa `v°" �-��$� � l-1 C D O gdl1011S 6 900 525 332 � 7 1050 600 370 ��„ 8 1200 675 40� C. SOILS(refer to site evaluation) � � ,;,�� 1. Depth to restricting layer= �� a a�'� inches �,� �, �,, 2 Depth of peroolation tests = ) a" inches `"°"' `"�'' i z«� �so �.iu 3. Percolation rate 9.� mpi s«a �,000 �.soo 4. Land slope L % �;a s zo�oo 3,0�00 wv 9 See fig.C-6 (x 1.5) D. ROCK LAYER DIlvIIIVSIONS 1. Multiply flow rate by 0.83 to obtain required. area of rock layer:A x 0.83 = g o o . gpd x 0.83 sq.ft./gpd = �.0� sq. ft. 2 Select width of rock layer(10 feet or less) _�ft. 3. Length of rock layer = area=width = Rock Bed ��-l7 sq. ft.i 1 o ft. _�ft. ,.�...ti...�.,.�...�.,.,.,...,.... 1.1•I•�•J�1.!•J•r r•f•�•d•t•t•t• 1,�fti+�fti fti�1 f�f�ft fti��fti fti fti fS jt ti.t•ti.L•ti•ti•ti•ti•Mti.�.ti.ti.ti.ti•ti•y idth 510 ft !•1•t•r•�•1•t•f•t t•r•r•t•l•f•f• . ti•tiH•ti•ti•�•�•�•1•tN•�•1�•ti•ti•1•1 .r.f.f.f•r.f.r•f•f•f.f• •f•f•f.f• E. ROCK VOLIJME ~- �'g�' -� -��-� 1. Multiply rock area by rock depth to get cubic feet of rock; ``� �sq.ft. x .�ft. _�4s 4 cu. f t. 2 Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; �cu. ft. s 27=�_cu. yd. � 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �g_cu.yd. x 1.4 ton/cu. yd. _ �1I tons. F. ADSORP'IION WIDTH L l�Y`C Loz}n�l ,e,b� �«,w�a�;s�, vb�� 1. Percolation rate in top 12 inches of soil is �..�' mpi ,��o,,,�,�,p �� R.md �„s;�,,,u,pR;,,�y, SoilTexture �,�;� �°` cmpil as .e.o.�a M 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00 .ys gpd/ffi� O.lto� Sand 1.20 1.00 0.1 to� Fine Sand" 0•� Z•� 6 to 15 ndy Loam 0.79 1 S2 3. Calculate adso tion width ratio b dividin rock la er 16 to�o [„o�m o.bo 2.00 � }' $ }� 31 to 45 Silt Loam OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo cta Lo� 0.45 2.6� 1.20 gpd/ft2y .NS gpd/ft�_ �. �� Slower�than120 ciay o.z4 �.00 �s«t tv.y,g sox a mae d ru,�a�ay fu�e su�a 4. Multiply adsorption width ratio by rock layer tividth to get required adsorption width; �.�� x Jo ft= a�.� ft `�.,:.� , . G. DOWNSLOPE D�WIDTH � 1. If landslope is�,°6��more,subtract rock layer width from ' � adsorption width to obtain minimum downslope dike toe - �c,.� ft-�Q_ft =.�'L feeE 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation J. 7 feet b. Multiply rock layer width by landslope 1 feot`Cov�r. �i`root Ro ea to determine drop in elevation; SIOj7e D1�E1'EliCe seperettoa �t��t -�o x %-t- 100 = , �- feet Slop� Otfterenee �L •i �- Upslope WIAt� 1 c. Add depth of clean sand for separation (2a) -L�feet �,ck eea wiotn at upslope edge, depth of rock layer(1 foot) to depth of _1.�_�eet DownsloDe WIEtn cover (1 foot) to find the mound height at the upslope edge �� ►eet of rock layer; . /.'� ft+ lft+ lft=�.� feet� d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.a� e. Muldply dike multiplier by upslope mound height to find upslope dike width: Z.7 x .�� _�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; 3,� ft+�_ft= y.3 feet � g. Enter table with landslope and downslope dike ratio. "�v� Select dike multiplier of 5�,a� h. Multiply dike multiplier by downslope mound height to get downslope dike width: y.3 x 5,�� _ �'� 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; _ �� '_ :>:«:>::>:>:<::>::»<::»:<::<:>:.::::::::.::::::::<:,::.::.:;::>.: f >:><<:.:;>:�::;::...:. a eet 3 .>,„....u.::..,>;;=;>:.:;:.:::�:.>::..>;:::>:::.;�.;:.::.;:::;,,.;:..::.>::;:::<.:<. t. �:;:$:,..::::::.<.:::.v;:.:�.:..::..::::,.,.,..:.:::::::.:.::,....:::v:,,. ::w;>:: ..>.:..:.:.::::..:..:.............,,........ %`:':UDs1��D� tOt�:S::E::�:::•v..;x;.?�::.;:.>:::::::.::..::.......:..:.::::.�.:::.:.:::,.,:,.::.: :}S�:xs:;:i�::i: a.:xs:�f�;•..o:,•::.,v.:i:`:;,:;::::<::::;::<::.•:;...>Y�'.:.•;o:::�....:.+,:..r:: :n.,:..:::,, � �£x,;:::.::::.•::::::..,�.. 4'.r.vx<•:::•.;;•;•.,k,:`:�.;.:;::� Total mound width is the sum of ;::::�:>;«<::::.. �..� �:>�.��:.:<:<:F<±:x:,:>:::.;:n<:<::;v::��:::>;.;::;.:>h:.;.:.:::;:::.;;;...;...�.;. )• .... ,;:,<;>: ::,�:>.»<:<.::::�5.�.>:::.<:.:.::.:::.,.�:..:.:,,.>::;.:>.::>.:�::,.:�.:,.<>:. .... :::: ,,. ..,...... :.::::.:::<.:....:.:.:.<..:.:.:,.:. .................... ....... :::...<.<:..::< �:... :.:::..::s;.: upslope dike (G.2e)width plus rock A::::`<:<::;.:. '.:;`:°`:''`�:`:::>::: '?^�>;{>:<;;,::::^:;: R t D�0 Wt011l �..:;;.;>s�#.';:<z;.. ::;, ..:#:::::....:....�... /D➢�� :�:%s::::z<:.;;::4;: layer width (D.2) plus � UDf D��Wtdt� -�`••` :�: . ...: o � �UDf OD�Mi0t11 f��t � �::,i::':i:i:;:Y:;::::::i::�:':%%t.:::::;;'•::::i:�:%:.�:.:::,.:,.�..fltt downslo dik . >:<:k:.:::».;:;:><;;::;<>:<:::,�:;... .::..:Y.:.... e width(G 2i); :::.�:.:.>::.::.:.,:.:>,::.:::.:::<:.:: Pe o :iij:i�iY+i::::��i::vi:y;:::tii:::i:i• ................. v.k.. / O �i::�i:�iii�viii'i.:{':ii�iy�(•i'».:Fv:::�:;:;:;<>:y::{�ii>i�i:v��>' � � ;::t:;:?�:.y:iSi:;ii.::v�:;:y:::;:':;:j:::::::??:ti::i::::i:;;'r:;:;:i'::;�.�i:;:; N �::.. � ..::4i:Gi r:�v:�{n�v;�� :.��:: . :.:.. i::::::::}ii}:•:::::':�:i:::ii::'i::�i � ft+ )� ft+ � ft - �► feet �- � -� y 5 ;:<:>::>w::»>: 't`;D nsl:o�:c�zw'.;;i^{:?._.:,;t:�::�':E�i}i:�'•i::�i:";�:i�:?';i�;:;a;E::^;�'%:f ;.:. 0 D Oi a.::.,:.>•::<.:;::>::::.x;;:::.::•:>::::;>o-;.: k. Total mound len th is the sum of g teet .3.�_ ::c:: u 1 'k s o d� e . lu width 2e s r k la G oc er :`::<�:`�::_:>:;`;>;:.:<::<:<:`<�::'><;;.`<::<>:;:»;:`::`;:'>::�»``:::>::::>��::��::::>::`:;�"<:>: ( ) .:..,. :.:>:;<::.;;:.;;:.;:<.:>::.::>.:.;,..;;.::; .::.:.::::.::::::..�.::..::::.�:. ..�v<.:.:..:::.......:.:..:..:::....:::.:::.:..:.:::.::.::•.:: P Pe P Y , :::::.:;:.:»::;:.;;::.;:::;::::.;:�. ;:<::;>:::>::<::>::::::::;:».;:>:>:>:::::>::;:::;:::::>::;::.::::::>::.:.;....,.::.,,..::::�.;�<.: :>:::<;;>�:<:»<::>:>:»:::.:»:.�»»:>�::: :><:>:><<:::;:::;�::.<>:::«::�<>:.:<>:::>:<;:;;:<.:<:,<,.....,.::..:.:::.::.�.::.:>.:..,.::::.. .�.�.:.:.,�.;:;:;::.,.::.:.:.:.:.::..:.:�....::,...::::.:,,:,:.:. 1 . .:.>.,.�.::::::..:.:.::::...:..::::::::::::::.:.::::.�.:,::..:: en h D 3 lu u 1 'k r::.r.:::..:::.�.:.:::.:�::.:::.::::::...�.::..:.:,::.:,,::<.:. s s o e di e width . • ;:>;:.;:;.::::>:::.:.:;::::.:.:::.:>.:;<::. ( ) G 2e :.;.:;::.:;:..:,..::.;.;:.,.:.::.:.:.:::::�:<:...:...:::,:... � P P P ( ), ;:;f>;;;;:;:;;>;,.;::.: ;;::;:>::.:;::�:::<:>::.»::>:>::<::;:,;>.;:::::<:::»>:;:::>::.::.. .::............................... :��>:. :>.<.:::.�:,:::.:::::.::::::.:..::....�:.:::,::..:,::.;.,.<:<.;:.;:.:;;>,<::< + � - :�»:: :>:«:,:. f - t + � ►� ft ft � :... ::;;<... ... ..... �_ 1 . �_feet .:.:.;.:::,.;.>::: , ...... ........ .:,�::....:.;;.:::.: :.. . :,,. ....... a� �- �J � �� 1 - � - Total L�nptn own ope ps ope 3:1 LI 5:1 il 7:1 3:1 �:1 5:1 &1 7;1 !3 x�bpe 0 3A l.0 S.0 6.0 7.0 3.0 f.0 5.0 60 7.0 !D 1 3.fA ll7 5]6 63d 753 291 3.8i d.i6 5.66 651 7A1 2 3.19 {35 a56 iffi 8.1� LSi 3,70 45� 536 61� 6.90 3 330 {5{ SB8 732 b.86 ii� 3S7 435 5.08 5.79 6AS 1 3A1 U6 625 �.89 9.J2 26a 3.15 �.17 l8� 5./6 6.06 '�� S 353 SAO_.._.� 667 D57 1077 261 333 �.00 �.62 5.19 571 - 6 31b " 51b 7.1� 93S 12W 2.51 �313� 3.85 lQ {.43 5.11 -T 3�0 SSi 7.69 103� 1373 2b " 3.12 3.70 l23 L90 5.13 6 3.95 5�! b37 i15� 1591 2t2 3.Q1 357 �.� 4.�9 �i6 9 {.11 625 9Ai 13.W 18.92 236 29� 3.15 3.90 {30 4I5 10 ��9 667 l0A 15.00 7337 231 286 337 3.75 4.12 4.N Il 1.f8 7.1< ]1.11 17.65 3Q1� 7.76 27d 3.73 3.61 3.95 �1b )2 �b9 7.b➢ 1250 21.d3 d375 221 270 3.12 3./9 3.8D 4.06 , F-17 � PUMP SELECTI�N PROCEDIJRE � Fl�D PERFORATION OF A PERFORATcD L4TER/1L A. Detezmine pump capadty: �...v.., Gravify Disfributioa T,,,,,, 1. �iinimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ ,-:-� � . lo� ��N�y��. 'uen►su,A►.w• YcA'bl. �M,..,..o...... water use rate. �.,,.,,.,;,�,,�, 2. 1�iaximum suggested for delivery to a drop box of a home system is 2,700 „ , ►RM°��,au�,�..�„�.��, hN UO Nrar Te� gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ••,,:�,w,a .'_u� '�'f`n ::�::•. �... . Pv1arTWr le��N al Pressure Distibution �.��.v,. ��°�^M�-��^� 3.a. Select number of perforated laterals 3 . � o�+.:w seN...e.�„scQ,n.. b. Select perforation spacing= 3 feet ,.,,,.,,,,�,5ai,,�„„ c Subtract 2 ft from the rock layer length. ��-2 ft= '7�; feet d. Detemune the number of spaces between perforations. Length perf.spacing=�f t.+�ft.= a� spaces Required Perfontion�e e. �y spaces+1= a S perforations/lateral ' �+S��P��e�SPm f. Multiply perforations per lateral by number of laterals to ��3�"�,� ��se , �� , t total number of orations. � x � S - ��' erforations. H�'a �2 � � �`'�'` ��. pa,. �Q,,- P cfeeU g' � Xs��=�BP�- .. � � . . � 1.Oa 0.56 0.74 SELECTED PUIVIP CAPACIIY�_gpm f. 2.�b �.8� 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 applicadons �_feet � � 2. If pumping to a pressure distribution rystem,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. Pipe L.engch I ; Read friction loss in feet per 100 feet from table. poinc of Discharge �F.L= a,�! f�/100 ft of pipe ��j b. Determine total pipe length hom pump to discharge Elevation Diffeiznce point Add 25 percent to pipe length for fitting �P �� loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b L D x 1.25= '�_� feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying � �;,,;Q,��ft��;� friction loss in ft/100 ft by equivalent pipe length. Total friction loss= ?.4S x 7�_+100=�_feet 10 0.69 0.20 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 ,� + .� + a, 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 030 40 11.07 2.64 0.39 TOTAL HEAD ) � feet 45 - 14,73 3.28 0.48 ' S0 3.99 0.58 55 4.76 0.70 C. Pump selection bo 5.60 o.s2 1. A pump must be selected to deliver at least � �11 gpm (Step A) with at least � a feet of total head(Step B). S-P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 • � 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License#394 LOGS OF SOIL BORINGS Tony Shull 1125 Spring Hill Rd. Orono, Henn. Co., MN Borings completed on 7-16-96, with a hand bucket auger. BORING NUMBER 1- Elev.79.1 - MOTTLED SOIL AT 1'4" - Standing water was present in the boring at 4'8", 25-1/2 hours after the boring. 0 - 16" Eroded - dark brown loam 10YR 3/2 16" - 24" Rusty dark brown loam 10YR 3/2 - mottles 6/2,6/6 24" - 38" Rusty brown clay loam 10YR 5/4 - mottles 6/2,6/6 38" - 60" Rusty olive brown loam 10YR 5/4 - mottles 6/2,6/6 BORING NUMBER 2- Elev.78.1 - MOTTLED SOIL AT 2'2" - No standing water present in boring. 0 - 18" Eroded - Brown loam 10YR 5/3 18" - 22" Dark brown loam 10YR 3/2 22" - 26" Brown clay loam 10YR 5/4 26" - 40" Rusty brown c�ay loam 10YR 5/4- mottles 6/2,6/6 40" - 60" Rusty olive brown loam 10YR 6/3 - mottles 6/2,6/6 BORING NUMBER 3- Elev.76.6 - MOTTLED SOIL AT 1'10" - No standing water present in boring. 0 - 18" Eroded - Brown loam 10YR 5/3 , 18" - 22" Dark brown loam 10YR 3/2 22" - 36" Rusty dark brown loam 10YR 3/2 - mottles 5/6 36" - 54" Rusty brown clay loam 10YR 5/4 - mottles 6/2,6/6 54" - 60" Rusty olive brown loam 10YR 6/3 - mottles 6/2,6/6 �ERTIFFCATION N0.G27 �TATE LICENSE N0.394 PERCOLATION TEST DATA SHEET 'ercolation test readings made by S-P Testing,Inc. on 7-17-96 starting at 1:34pm• I'est hole location Shu11�1125 Snrin ill Rd., Orono. Test hole number 1. Date test hole was prepared 7_16_96• Depth of hole bottom 1�inches. Diameter of hole¢,inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Eroded - dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-16-96. 12:OOpm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is �utomatic siphon• Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 1:20 refill 6 1:34 2:04 6 5-7/8 5.1 30 min 2:09 2:39 6 5-3/8 5.6 30 min 2:40 3:10 6 5 6 30 min Percolation rate=�minutes per inch. CERTIF'ICAT�ON N0.627 �TATE L.ICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 7-17-96 starting at 1:35pm• Test hole location Shu11, 1125 S�pring Hill Rd.,,Orono. Test hole number� Date test hole was prepared 7_16_96• Depth of hole bottom�2 inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Eroded - Brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is Z inches" Date and hour of initial �vater filling 7-16-96. 12:OOpm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic sinhon• Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 1:20 refill 6 1:35 2:05 6 1-7/8 16 30 min , 2:08 2:38 6 1-3/4 17.1 30 min 2:41 3:11 6 1-3/4 17.1 30 min Percolation rate=16•7 minutes per inch. �ERTIFfCATION N0.627 �TATE LICE�ISE N0.394 PERCOLATION TEST DATA SHEET ?ercolation test readings made by S-P Testing,Inc. on 7-17-96 starting at 1:36� Test hole location Shu11, 1125 Spring Hill Rd., Orono. Test hole number 3. Date test hole was prepared 7_16-96• Depth of hole bottom 1�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Eroded - Brown loam Method of scratching sidewall is 1��. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial �vater filling 7-16-96. 12:OOpm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon• Maxirnum water depth above hole bottom during test is�t inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes er inch Remarks 1:20 refill 6 1:36 2:06 6 5 6 30 min • 2:07 3:37 6 4-7/8 6.2 30 min 2:42 3:12 6 4-7/8 6.2 30 min Percolation rate=4,.1�iinutes per inch. PERFORATEO lOAMY SAND CAP LAYER OF GEOTEXTIIE ��`s.�� __ �ATERALS FABRIC PERFORATEO LATERA� i••~•• �:,r.•_��: � �r,,: '"-.. ••••..• , GRA55 COVER 6 INCH 5 . SANDY LOAPA SOIL :� ' '• �, ��''"•r'�:'�:;r��" • 70P50�� - �"��' � j • n'� CIEAN SAND Flll ...,• ,.•.,s✓•./. ;;.j:' —,. ,. ;' ;/ �� '{.,+ MAXIMUM SIOPE-- 3 70 1 LAYER OF GEOTEXTILE : ��f �Y''• C EAN ROCK a: F A B R I C O R 4 INCHES OF " � � '��'� � •�� TOPso�� si, T� 2�it INCHES � HAY COVERED BY Y � %� ? . � . j'� 0 SKEO E 5 RFACE - �' S L BUIl01NG PAPER ,7:�''� .��/, � X j�� ueso�� • I�/ OR 2� ..,?�'�' �. ��f � ./ � CROSS SECTION A-A PIPE �ROM PUMP� `;��;.� ' �. /' i j r'•' / �'� ._�,� ��' ;�,%` ,ti /r .,- � .� % • • P�CE FROM 3�.�2�� . �� I //,�^`; J�. ,� _ PUMPING CHAMBER 9 i� CLEAN F�OCK �''�. /��!•'.,. � �i� � OIVERSION FOR . ..;; :�:• � � . ,; � ,I� SURFACE wATER W � 6� TOPSOIL� /f,• ��'� �' � a � � �� r.�.,•�:• . r 't / j// ��` �r._ _ �, . �-a„��.:J.'�_y�", I, ].� ' /," ' J_ %r' � I 1 '!' . ,,i f � 3 +�r — PERFORATEO ' ?�� '~`�� '� �9��/ i. MQk, I • ,;? tATERALS ' � � I . ' � . "�� _ �w��`. � 2.� � ...� , . � �� `� (�1 �� . . ..••. ., �� ,:;,� - ; I •� / J ^^ 1 '�• ' :�6�7��::��.� 1��. I � . C�eq `0< < .�•:.t�:�+� ' • "i�.�.i.rM�. it: • i i ' I Q � •'�:ts•�? i1i'';i�rt�« • � : Z S N� F L SO�j,p��36�� C�'��i�i��'t;�•., 8E0 AREA. ' � ; .� u ' l l Y •1• �� .:. � ' I = BRpk A FR � _•�"�:•:... , -� :----�; � �- EN Up '�''•��. : �,:;�::::,.1'`' _' I ; � �, ' � W : A BaRRAFR�4l ...:%r�� ' " I ; � i = ; � °° . �'qYEf2 - _ _ � � i ; z � � - � . � � - • _ INCHE I � �#p ' INCHE — LAYOUT OF PERFORATEO PIPE LATERALS FOF� • _ � � � � � � _ PRESSURE DtSTR16UTI0N IN MOUNO —• ; • -• L;- _ -;-� . PERFORATE� PlASTIC PIPE _. O�KE�0 FEET�_p�KE MAX. � • TOTAL WIOTH ��ONRCENTER NPERFOR TION• fORAtlON SPA�IN� ' ' ( , , � . •1••�• \ END R � I VI W 512E MAY BE�/��;'/�z: �•• is PE PLAN VIEW E � 6 R / ! O i. 2�MANIFOLD � ' ENO PERFORATION OF A PERFORATEO �ATERAL '� PIPE — PERFORATIONS ON pOTTOM OF 'i Grou Corer P�ASTIC PIPE , Towou ,� �� _ 9U,, �"� t��-� ,.:,:,. • ...�. ... Lo� =a'�-a � '��,.o�r se�toyw' :,fncA�la�G�et�l�a qa.��cwa�A � . /� _~�pFTpIPE FROM PUMP1 , ' w�tn � �wN popr) � r--P�rla lion Wi11�J Nerlieoiolly • Nlo C p lMar To0 _ / ` • '� —A1 LwN 12'to Edp• . END CAP vQr hi Mu� �� // ERAI. a. F.�a R�k. _ .. . , .. •1 Rxk LoY�� . 4'. � . C LAr �' ' —r«�«aum.L.au�.a .� - � F� Bollan d Lolool � F�(f/�r 2�PIPE FROM . uwa sen4 l.er•r �/ pER PUMPING CMAMBER " . ..0 ::.. ..c. '� .• . .. . �.. . 1/' \ .�N�fN ,Orlahel Soll �ree..i� s�.w.e ' ' F-8 ' REOWOOD, CEDq(� OR WATER TIGHT � LOCKABIE ELECTRIC BOX—� TREATEO POST (4 x 4 min) ' PLUGS OR ELECTRIC CONNECTIONS� /'A�L ELECTRiC CONNECTIONS MADE 2' PVC CONWIT SCHEDULE 80 INSIOE BOX MANHOLE COVER CHAINED 6� LOCKEO 6�� SE�TLEMNTER CORO FOR SEA�EU MANNOLE RINGS .FINAL GRADE ' � AT LEAST 12' ' � BEIOW GRADE UNION WIRE FROM POWER SUPPLY PIPE IS IAID ON A UNIFORM SLOPE FROM • /}� , FOR PROPER NORAINBACK�L TREATMENT MEA SEALEO TANK COVER �--IF PIPE AT TANK MUST BE LOWER THAN UNION. TO 6ET EIEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST DE USED WITH ANCHOR — WEEP HOLE ALARM fLOAT ON SEPARATE EIECTRICAL CIRCUIT 1 NOTES� EIECTRICAL WIRE FROM POWER SUPPLY . S�Rl�V�9__ L — M ST BE IAI�D ESIDE OTI ERNTANKST 3^� �r� AND MUST 8E PLACED IN CON�UIT ALONG POST _ SHUT-0��..EV��Q_ _ _ _ ELECTRICAL CORDS FROM PUMP ANO F�OATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOA1' CONTACT. �� : .:: Figure F-8 . METAL COVER . � �., ..�:. .y � _�. •�� .•..-k . 19�� '� ,. �.v:,. y � i .�_.. �: � -� � , , � � . � 4 � / �t�i, y � ;.l�•:r_:_:�_�: r)3 ' � � CONCRETE ��+�' - MANHOLE RING I " I � METHOOS OF SECURING MANHOLE COVER TO PREVENT � I ; UNAUTHORIZED ENTRY � Figurc C-14 . 1 . , � VERTICAL SIDEWALL SEPTIC TANK - �FINISHED GRADE -AT LEAST 6'TO 12" SOIL AT LEAST 4" DIA. COVER a� ��A•� �� AT LEAST I" �Alt�l I— AT LEAST I" ' � � 1 '!.t':.... •....,. � , . .. ..... .� . _ —�. -(t A DIMENSIOtJS FOR. TANKS WITH VERTICAL SIDES A ' WIDTH. W 24� MINIMUM IENGTH, L 2 TO 3 TIMES THE WI�TN _ B DIAMETER 60� MiNIMUM _ .: ; � DEPTH, � 30' MINIMUM; 79' MAXIMUM C A 0.2 0 � - -AT LEAST B � �� 6" MINIMUM• 0.2 D ��IAXIMUM _ 6" _ 3, s_._ c o.4 0 -- ----_.... ---AT LEAST 4 FEET--- - -� nplFS: � 1. SN1i1NiY lECS A1 l�tiST�INCIIES IN OtA1.�ElF.fi �. ►.W+�KJ�E COvEf�S Si u1l tIF.lOCA1ED W�111H�x a�GrtS. t. l l lEf�,SI W l UC Of1E 0�11AOI IE MN�IOlCS.271FA$T if TI E r.wu K�IE 6 Y+�i11N 61X Mp E!OF 1�IC SUtttAc:E pIrXJLCqN NA lOCA1FD Nv1i IN 6 f EE I Of•ALl iNul 7�E OOvEi1 MAt OE SECtf[D TOIYEVCt�I PCLGS4 �„�K�s 6. 5[I`�Ml[X�Ui5 f�HCE DEMEEN F1N Of f�ET f'r'F.IWU �. AHr�9�fC1�ONf`�PEOiAilF�SI�WI:��CSM�filE�i HEMESiPW1IONMffIEEauLLLiIEHOLES31�W/iwGES OnAww101ES�w.l1�lOCJ�lEOc�vE�001Ht��ExaEi rn►a��Enw+�tNG�s NnOUllt•IOCVK'LS.INECF7+iElil►+CCf1lfr�y�fC1r�1 6. FOI111qtlZfX/IAICYUNYbf'J�L1M1K7'i01UCNf.KN�A150.150 rrCsgvulof7iKS�v.ftiS7i�EUN�I'niwE��HE ANODt�.F.NSiONCI50.�5ff. OMFIE O�SNWCS d15NNINIY 10E5.A lltl(ID W5I'ECI ION 1'1•C MISi pE lOCA1tU�IYKf,N TIIE IrlEt N'Lltlllll GT ON f LES. • . . . ... • — : i• � PENC4. � �� ' ' � : � � 20 fi " � � "w'v" E ; '.;` y �, l• M J 1 UVLET '' SCUM �. ; �� OUTLET . �, , ,� •r�;OUTLET LEVEI. .�}'.,,�Z,i �I •'> Y � _.. --•- — - I� .� —.._ SCUM CLEAR SPACE ��;, �LEqN pUT TANFC WF1EN� i _ . —— -- _•. —�••c• —�i ," 74 IS 3' OR LESS OR i' - -' -- — �� B '8'IS 12 OR LESS � $ ��_ __' ..� _ s. — � —. t* � � :,�. • • . • . . • :; � , �.��,. ..... . . . . . .'. ;: .;: BIACK COIAR • ��I`��.5�:;;� SLUDGE ,i OISTINGUISHES SLUDGE � �,:. ;,�c.:•.s: . .. .. ;�; ', IAYF�R FROM liQU1D ;' , . .. d lli4+ ' '�'r :.5�:,•' ;ti�.. n MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK DATE � CITY OF ORONO CALLED IN -��7�� INSPECTION NOTICE SCHEDULED �D,� PERMIT NO. Q93s� COMPLET ADDRESS OWN ER CONTR. d, TELEPHONE NO. � DESCRIPTION — � 01 FOOTIN� 11 HANICAL I 18 DCCAV/(iRADINO/FIWNO y 02 FRAMINCi 13 MECHANICAL FINAL 19 LAI�SHOREM/ETLANDS 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 PROORESS ~ 07 DEMO—SITE 27 SEPTI 21 COMPLAINT v � 07 DEMO—FINAL . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL � 10 PLUMBINQ FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO M Y {�:_ T NO / � COMMENTS: ' � � � � � 0 �. � 0 � W � Q � 2 W � W � � f/ � $WORKSATISFACTORY:PROCEED -: PROJECTCOMPLETE f W L CORRECT WORK 8 PROCEED : ISSUE CERTIFICATE OF OCCUPANCY O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r- pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '— CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 OwnerlContractor o Inspector. � White Copyll�spector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED Ja �— PERMIT N0. ��% �'--' connP TEo ' 2�� ADDRESS � `� � , OWNER CONTR. � i S�� TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALRI 18EXCAV/GRADING/FIWNG � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEM��ITE 27 SEPTIC MAINT. 21 COMPLAINT � W 07 DEMO—FINAL 15 SEPTI INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI SEPTIC F 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 2 R SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR T MEET YOU: Y S_NO � COMMENTS: � � a � . <' � � "�� r O - > � O � W � Q � Z W � W � � d i,:WORK SATISFACTORY:PROCEED PROJECT COMPLETE W � �_ CORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY W 0 f! 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.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 , OwnedContractor n � Inspector. White Copylinspector's File Canary CopylSite Notice DATE TIME CiTY OF ORONO CALLED IN �— INSPECTION NOTICE SCHEDULED �---a� �i•� PERMIT NO. �'93 5` COMPL T D ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION /�� 01 FOOTIN� 77 MECHANICALRI 18IXCAV/(iRADINCi/FIWN(i y 02 FRAMINd 13 MECHANICAL FlNAL 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-UP O6 PROQRESS F` 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBINQ FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO ME YOU�YES�NO � COMMENTS: ` � �w � _ � J '� O > � O ti W � Q � 2 W � W � � d WORK SATISFACTORY:PROCEED � PROJECT COMPLETE W � C CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r- pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOPORDER POSTED.CALL INSPECTOR ^ CITATION ISSUEO G INSPECTION fiEQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins tion 24 hours'n advance.473-7357 OwnerlContractor inspector. White Copyllnspector's File Canary CopylSite Notfce