The URL can be used to link to this page

Home My WebLink About1995-007167 - new septic PERMIT .,ITY OF ORONO PERMIT TYPE: ' 27+�0 Kelley Parkway- P.O. Box 66 � x . Permit Number: ` , Crystal Bay, Minnesota 55323 - - - - (612)�73-7357 Date Issued: _ -_: SITE ADDRESS: . - . � � _�; ��;� ._ . . _.�_; :.:s : - - - _. .. _. �_.- ;.�.— : �_...... DESCRIPTION: . _ T � . .�.�^f ..,.�.�� l.;: ' ' .i1.=��j .�G��i 7i_ �'�7��= ��=. _ ._.. ._. _. .�... '_' ' .:_i~!ii L ' T F 'C.' ' � ""..__ . _.. ......L.t":as .. _.��i. ' � — '� i i_i7"]`.�S.F.. i _e ��`.�.�_. ,.... . - REMARKS: ' � " ..___ _ -ti: FEE SUMMARY: .:.` t _ . ' l ^``i� . .__..:�r f=.-:._ �_;_;�_� ::�_; w:35'�. ._. °:,,�:: �_.._.��_._ � _�: i:.;j .=t'C.c•._. . :.__ a''t t_`_ ��. ,� CONTRACTOR: -� �- �°�`� �- - � - OWNER: � . , .. ._ ...��.:.E i�.: .._.a�'�4'_' S 1.'�' i i-i .`-j`•c�i- ,l, " �.., _, . _ ._ .._ .,. . .. _ ._.. .. -� ... ..J:'l;y....::"�{..�:._'. �...i'$ . �i_I .'Z.'� • ' ' . . .. . t4v�_li_��: s'Y - '� _ ,., . . : _ � «, _, . . . . Er._ � : �. ._�.... ...� =��- - r : . . . . . :E �'_ _`- _ _ .. r W .. �'€�� ; ��.:�.=.t�.��'�?��y �E.�;'°�-{Y ��:��.��..f'�; �'��:r�� :==��w.��? �`��+ ��`�#�::�, � �� :��:�- . .�.. .`�'��t�#T'=. ��E�:I�I�[7 �i�`�1� ��a��E`_ �'i^� �a�� i�.l.. .��`��` �P��°�TF��` �:��#�:� , �.;;�..� �I�"�1 �x=_..� �'I�'1� ��= �"t��,�t��:� �.��`�?��*��:�� a��t", '=�`�"�T� �'�� .��t��t��'.:�'a�"`� �c i T�.,:�i�'�4� '�' � _f� �.��:�1��F��'t��''=� � L 1` ' � 6�i APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE .!/C . r�-`� c'N�F � � �� C.""'N� � l�� . � `ta �r� , _ 1. CITY OF ORONO SEPTIC SYSTEM PERMI'T APPLICATIOl� Box 66 (2750 Kelley Parkway ' �9� Crystal Bay, NIN 55323 �JU�" � `� _ -_ c� � � � JOB SITE ADDRFSS: /� ;a � C.� �� aa � , i Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System, $100.00 L/ Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: ��'� ^ s �l�at, c.y�t ..�� PhoneNumber: �� - �f�s�' Mailing Address: � (Jn ��- ,�. City#�� /,•z.>.,i/ 7ip: �S Contractor's Name: �;��.,�.-- .�;.�c S Phone iunber: �Zs�g_ -7 3��, Mailing Address: �� ;u t v`9 � �c;� •c� • City: ��C�-�.sv�S 7ip: 5�3�7� DO NOT MAIL PAYMENT WITH THIS APPLICATION GEIV�RAL 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 ir� 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. Design reports are not considered approved unless accompanied by the "Ciry of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper fmal cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Insta.11er Certificate shall be present during inspections. A 24- hour notice is required for all inspections. � .* � � NO'TE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. � � 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2. I will be insta�llin�-the following: ; A. Tanks: !/ Precast Concrete Other Manufacturer L`fC/�.�, S Tank Capacities: 1) �� ,v�� gal. 2) CG�� gal. 3) lde� gal. B. Pump Station (if required Pump make & model �,%�s. �z�F/ - � (attach pump curve & literature); system design requires C%{� gpm at Z� feet of head. Hi?h water alarm rnakP & model �„r�� 5�, `-u.r;C` Outside ,� electrical work to be completed by installer electrician C._-�"� other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. Mound Depth of rock below pipe " Rock bed d'unensions �'x��' 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 City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. �y�, SignatureofApplicant: �.�vy �4-�-�C� Date: -7 l� �/� MPCA Certification No.: �j � Staff Review: Approv Denial Reviewer: ;�� —"- Date• �/ /' ,� Reason for Denial• f 1 '� --�-- , ! '�. —" . �' A�� - � ` � A�S s. , ; . "vl.5. --r.1 � ; l , V.S. �.�I��RT`Y IfTTL� GIAN'�' '� ;, �.'�-..<< r w i� . �t : % 'a,i td�}=� � � �� . . . _ i .. "".� � � � i . . . _ _ ,��' *� � ;, �q ' r1 I �-• �. ti i ^ . \�'n , , ' � . .. � ��' . . . . . _ _. � � y � •� �+,+ �,� . . , _ , ' �"�'i � � . `,�� , . : � �� '� I ~��. ��, ,`G,� ��`+ \ - �� '� , , � '` �� _ � , .._ _____ _ _ _ _--_ ._ � ,. � � � : . � •t. _ .,,,, ��. __ -.��-. � � - . � -,, -�� - . ._� . �. ��. � -� - - – O ,., � CITY OF ORONO �� SEPTIC SYSTEII�� A.PPROVAL � � , � � ,\ 0� ' C ITY of ORO�TO � �:��, � ^ , �;::. -`�- � ��';`�z S �^ �y Municipal Offices �� t .''� �dI� ti Po6t OtTice Box 66 � �� (`�� Crystal Bay,hlinnesota 55323-0066 �kEBH�� LOCATION: 1870 sixth Ave. N. Philip & Mary Hernandez OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing �pORT DATE: February 5, 1995 The City of Orono has Approved your on-site system design as of June 15, 19 9 5 (approved-disapproved) (date) with the following corrunents: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued tQ 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 �nal site grading. Approval to pour footings will not be granted until tlie Inspections Department has verified that primary and al[ernate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is ailowed within 2a' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limi[ing the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF ORONO By � ✓' Stepfien c an, n-`site S stems Manager T'�LEPIIONG—473-7357•FAX-473-Q510 S-� T,ESTING� llr C. Steven B. Schirmers = MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 February 5, 1995 Philip & Mary Hernandez 18�� r�, , ^,-� , �r,, Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 2 , four bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are a clay loam. A seasonally high water table was located at 14" to 26" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water . The soils at a depth of 12" have a percolation rate averaging 4 . 6 min/inch. A pumping chamber will need to be installed to lift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure . A warning device must be installed with a light and sound device , this is in case of a pump failure . (mercury floats are a good method) . All neighboring wells are located greater than 75 ' away from the proposed treatment area. CONT ' D . , � Philip & Nancy Hernaridez 1870 Co.Rd. #6 Orono, Henn. Co. , MN (2) 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 into the septic tanks . Garbage disposals are not recommended. Excessive amounts of soaps , cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks . A / . .. .... .... �. ,_' �__-��C_-� L _ _ __ Steven B. Schirmers - � SBS/ds r- -- — - I , � - - - - - - - -- - - -� / i � �Rc�PoSE D Ro,a D c'.ASGM�n`� � � / � ; / --- — — — — - - - — _ ! i —� j / �\ � 1 / � i ) - 3$5'- � � 1 / ! i / i^ I 9�y.0 / �o, o �,� '/ .�l�--------- _.___ . -t tiooq.y �/�� _ � 3 ' �� J� / / i I �..0� � � � � � , �o � � � ioo�d.� � + X ;/! ' /t ��?� IaoB y ' mo�f'CI.Ev , ��b.' , <a�." � i G' ��/ / � �„loo`d.� ! y, F`�UPOS�O � � � ;1 i Ho�S� Z' 'C�DOl..O �i /"� i�r.q �( � / � / io+a7.3 i,t�s`.3; -t� i�� +� �il'�i�g� '�`/ j �"• , �� ooa.s i i �x�r�r�s�o� j 'o �-,, /5,, ` �i�.� � �i o 1�,�,q ; ' S$ n� / _`90•_ � i / ,py��oio.H /�.ioi�, � n i � n10Ytt�� vQoS�P i�°o�},0 ,��A• l X-� ,�,� �a / /1i, i� � � ^ L 3�." '(�TZ�S ^ � �'/ t \% ./� / ..� �, ' ; � / �/ / ��y ' v � XS$ y ,�g� � .' ay►3 io6?.� ��')S .� ,�iolo.�y�� ^ CX/ � � ��1 �� ,��I� ,o�ti.� I r,o-.�a�' � - w / /-] / j� � ��' � , �� oia.4 x, I Q4-o4tX�9�ooa.ot � ✓ �l001.0 v � �'`�' iori 6�-� `' \ � � �.]Yl?).T�1� - ��OS'r� ` �� / '�"P�"'(��M'�`�-` �eo-l.a �,:� � I U� I Lat� c N nr-��cz- / \ i � . . �Ly . I��Q- �`'� \� � +'� / ! f�'� �+ � �ocoo � +�� S�i�� /� � � �� #r/ • - �� i` � '� / �II.� � ei3.5 �,x �v� iais a �_ j itfiLD1M�3 � iT PL R�tl�� \� ' �. ' � � Ir I �T�P�'�`��' . •�� o � i I'JI�.� fs I'J:Y.$ � p, � v�Te — _ PE • —.- - , .-� � T�M ' i F� APPRO`JcD AS �UBMITTED s -- " �__ �s s�" '� iI .,� � i ' , P�ppftOVED WtTH CO � (��- NOT APPROVED — CORREC7 & RESUBMIT , �' ; thesQ comments are for Your intarmetion. All work sheti�� ,�P AL� `�,��v� ��ll�M�f-�'t O� D'� � I �, tn!I compliance with a1t apWicatrle buNdi� � zoe+k�g �'l-�'G ��YoS� �C'�-�'St�1�-K 1��5 B�� u�r��srsts inc;��:-!infi iter:�s= not speclficaHy noted �n this �e�,+��,:.r� � � > t '�:_r'i!`� �a�T �_)'t! .�`iir� AT �LL. T:i„1:'�.,: �6"1�'�'GT� GOT,-\s-f'gJL-�1�1 • � j Kr��- TH�.� , TP M. Tn P n' ��u-Tl-; �./�i E S-?= a i � � �= SJ� P�OPcRTY OF��Pla 1LU� 1-��TJ�1-�D�z i 5r erco.otion Tes,s Scale 1 ' f'RoPER-1' �o��;� II�oN X�il Borings 1�7� C0 .�4�� ; " _ �Lu�� s,��'}-I t�c��,N;� �Bench Mark I � �c- �v��. �� A,,,,�,,c�> > � o-��..�o r�� . N�-��-� �o. � Note This syste� is to be constructed to meet . - fhe Minnesa� Pollu!ion Cen�ro! Agency i Chapter 7080 & Local Ordinailce S-PTEST/NG�NC� ; - Note : Check all underground utilities �S�9r�d 6Y .�/�'✓� 1 ��-�� Cate �/1/�s, PH. 6,2-497-�566 I i _ ��'- _ . I � y;I SS , � T I O��t SS� gOL�.' $�P � - - ►-. � � r .� ry �Z 1 `` 9g�_ `�` 3.5 �F�°` oii�p 4•►� ^ �.5�s�q,-ko 00 •S � '�.-l�A�► �/l�vJ ' __L�r� i ; SET- BACKS t 1 I /O' � _ �.�� J � � 1 � ! HOUSE ` System must be� � ! I Tank �o from property lines >C - ��.c�-��c��--1 c�xYS��-- w�oT�_. �1t� �S �S' from welis �� from bldgs. � W��,� ' ` -f�,;;; Treotment areo = from lokes, � sfreerr+s Treatment orea � from property lines NOTE=Power supply and switches must be located in a , � weather proof encbsure outside the pumping ch�nber and manhole MA�N►{o�Es �,+�n'►'-' � from we!Is � ciace�rcc: -�o 'from bidgs. 1 .�` _; � I o 'from trees '� ' � SOIL BORING ELEVATtONS �,min. ' . I THAI EL.-�.o -ft-1`(�-�0�3.3 ( ��dia.su � grode�% TH."2 El..1�Q3•S � Tank � Tank - �� ` TH"3EL:!_4l2�•� ; Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM �.H N� `L_l013•� I � Min. V"to 8� �p�mping TH"5 EL.- o ` •7 j i Mox.l��to4� � ��P "�x��`�-S SN�R�Loc�J Chomber E��/ATION ot PROPOSED PUMPING � „ .� CHAMBER- oo�, c,�� q°!�.O Y.,�.�.P i 4 to 6 dia.pipe SYSTEM DESIGN -MOUND � ��v,,v�vs��o� �003.0 ' TYPE-�, � BEDROOM , Averoge percolation rate��min./inch (design.83sq.ft treatment orea per gal. of daiy sewoge flow) i (cl2Q gal./day x.83sq.ft�gol.�sq.ff.of treatmeni oreo +10%=�i2 sq.ft. (.= IOft,width=�_ft.length of bed orea+side slope run ��' .to I x�height= �3 ftx`�`� ft,larm•area needed) I � Clean rock needed- �_sq.ft.treatment area x�•o � depthof rock=.��cu.ft=27=�_cu.yds,(3/4'�to 21/��dia. ,inc�udes 2��of rock above pipe) � � nu � ��`�'�- Cleon sand fill below rock needed �•3 cu.yds. opprox. , sandy loam back fill3,�cu.yds.approx., topsoil 6��Qcu.yd. Av�• �H.�'Q o'��T� � �•`� W iqS��J ( Number of lanks required �_, Ist tank �� gol. ,2ndtan � � gol.minfrwns QLys P�-►mP�Nu �-1�-�m�p-�R-E�� °�o -Co -�aQso��.FoE- ��K��-P+�-'Ss.o_Y�_4;_S_...G`'�(v'�°'�A�-ji Pumping chamber capocity- 25% of daily sewage flaw of ldL�gol.=1��gal.+reserve sforoge of� 15 0��],/Bl�.��gol.+pipe back droinage— PROPERTY OF�Q��-�f' �1'�T`�l�t��Z! � of_L�gol./IOO lin.ff.of a ��dio. supply pipe, lin.ft.needed ` , �_gal.-�monifold�gol./IOO lin.ft of��dio.pipe,In.ft.needed� ,��gol. L�.�� C p ,�� (o � ; totol copacity needed ��gal.(plus areo for pump) ugE rn�r,. /ODD o�a+l.cap. � O�o�l(� Mt�. �-1'61-1?-� • G O - 1 i 4 • Distribution pipe �L��dia. , 1.��L lin.ft., ��dia, perforotions��opart ' Pump size ��hp. (pumpoble copocityL`�Se_gol. 4cycles/doy) vs�c� a7 � H�1ac PQEss J_S�L�cL3E��'� !-}�1�• S'-/� EST/NG / f . Note� When constructinq bed � , this oreo shoukl be shaped Note= Distonce from ireohnent orea �o neighboring wells— � Designed 8y� `�--� •.��_ � 10 divert run-o f f from en tering treo tmen t orea. L'�� "�' �� PH. 612-497-3566 . , Doie ��/la../�, I � � � MOUND DESIGN WORKSHEET , , (For Flows up to 1200 gpd), � A. �OW Estimued Seaage Flow in Gallons per Day(gpd) Estimated Ce O o gpd N�� 'Iype I 'Iype II 'Iype III 'I)+pe IV or measured - x 1.5 = - gpd. a�� 2 300 27S 180 � 3 450 300 218 °� B. SEPTIC TANK LIQUID VOLUMES 4 �ao 3�s z.� .� s �so aso 29a � a-ioo o gallons 6 90o Su 332 � „ ., � taso boo 3�0 �,�,. '�1="��4=�-:i,�--�, � g 1.'!X? 575 408 C. SOILS (refer to site evaluation} �, Y� x�� ,,�„ 1. Depth to restricting layer =1� �f o a� inches B�� , �, 2. Depth of permlation tests = i a inches ``'�'' `A`�"`' 3. Percolation rate 4.l� m i 2�� so �.�zs p s a a �.000 i.soo 4. Land slope � % s«6 i.soo z.zso �a a z.000 s.000 mc 9 See 6g.G-6 (:1.5) D. ROCK LAYER DIl�IINSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = Q � �DO gpd x 0.83 sq. ft./gpd =��sq. ft-�►�70= s�►� 2. Select width of rock layer (10 feet or less) _ /v ft. 3. Length of rock layer= area=width = Rock Bed 5y'� sq. ft.y /D ft. = SS lt. L•ti.ti.ti.ti•w.,.�.ti.ti.ti.��.ti.ti.,.ti :�::�f�l.r. l•t•�.l�f J•r•t•f• . , ti �ti ti•ti-�• {S•ti.ti•ti•ti•ti-ti.ti.ti•ti 1•l•J•l•1•t�r•l•l•1•1•t•l�J•l•�• ti•L•ti�ti•ti•t•ti•1•ti•ti•ti•t•L.ti•ti•ti•ti idth �IQ ft_ � � 1j1KK��Yti ti•ti�tifti�tiK lftfti�t .f.f.l•1•r•l.t.f.f.f.t.l.f.f.f.f• E. ROCK VOLUME �- �ng�' -� � 1. Multiply rock azea by rock depth to get cubic feet of rock; �sq. ft. x ,v 'f t. =5� cu. f t. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards; 5�cu. ft. i 27=�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. = a�i tons. F. ADSORI'TTON WIDTH G�a' ��r� A� a,w�ac�s�, iable CJIw R�eo d 1. Percolation rate in top 12 inches o soil is mpi M��ti�,R� �iiTexture �,�� '�� (mpil t` `�a' 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1�o l.00 d/ft� 0.1 to� Sand 1.20 1.00 .y� � 0.1 to� Fine Sand" 0.60 2.00 6 to 15 ndy Loam 0.79 la2 3. Calculate adso tion width ratio b dividin rock la er 16 to�o Lo� o.bo 2.00 � y g y 31 to 45 Silt Loam o.� 2-� loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo ciay[.oan, 0.4� z.6� 61 tU 120 Clay 0.24 5.00 1.20 gPd/ft23- .,ti gpd/ft�_ �.l0 7 Slower than 120 Cla -- - "Soil having 509G or more of fine or very fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �x�_ft=�2ft G: DO'vVNSLOPE DIICE WIDTH . ; 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe � •`ft-�ft =�2_feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1. S� feet b. Multiply rock layer width by landslope ;� rooc co�.�: to determine drop in elevation; ` � g.�� + r o o t R o �a Slope Diffel'e11CB s��eret�on t��t _�X�o _%1100 =�¢_feet s�ovs ort�sronce _c�: et UDs1oDe Wldt� c. Add depth of clean sand for separation (2a) -U--teet Ro�k eea w�ecn at upslope edge,depth of rock layer(1 foot) to depth of ��eet DownsloDe W1Gth cover(1 foot) to find the mound height at the upslope edge 3�teet of rock layer; ' 1,�ft + lft+ lft= 3.� feet ' d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3•a� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3-� x 3.�� _�_ 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; 3.� ft + , b ft= 4. r feet • g. Enter table with landslope and downslope dike ratio. Select dike multiplier of S,a �. h. Multiply dike multiplier by downslope mound height to get downslope dike width: 4• 1 x S.z.b�= 3�feet � i. Compare the values of step G.1 and Step G.Zh Select the greater of the two values as the downslope dike width; a� feet . .:.:.:.. , � ' :EUD510DY M10th. � ....: .i .�: �-: te�[ :?1`ii;:?::::?:?i:i:i:z:1::;i:i:::E:i::;':.i..:.::::...:......;....:..........;i...._..:.:..:i� wi th is the sum of >::::::..�l-.-.�:..::::.:::. :;><,;;;.;.;;<;:::::::<.;;;:;:.;::::.,:;;::,:;::::.:.::::;::::.<::.:::,::.;: j. Total mound d """ .............._..... ... ,..;::.::;.::.:::: u r ck o� a W�a�� . � 1 s o ' e G .2e wid u slo dik ( ) P g P Pe 0 � � i �. r.. layer width (D.2)plus � �os�oo•w,Q�� °_�,�w'°t" - reet downslope dike width(G.2i}; o � � . test _�ft+ 1D ft +� ft = t�� feet � T ' � ` ; � �: ,DownsloDe WIOt� �� k. Total mound length is the sum of � ; ��ea� < upslope dike width (G.2e)plus rock layer : len h (D.3)plus upslope dike width (G.2e); � ' � E ; I 1 ft + SS ft +�ft = �_ feet > �� -�- SS -r aa = 99 ��' - 7otet�engtn �� owns ope ps ope 3:1 l•1 i:1 &t 7:I 3:1 4:1 5:1 &1 7:1 8:1 %abpc 0 3.0 LO �.0 6.0 7.0 3.0 4.0 5.0 60 7.0 8.0 1 3.09 417 i.�a 633 753 ?91 3.8i A.76 i.66 l id 7.d1 ? 3.19 d3i i�e 6.52 8.13 2.&3 3.70 d56 �36 614 6.90 3 330 i_i4 i.88 7.3? 6.So 2T� 3�� 43i 5.08 5.79 6Ai d 3.d1 `76 S?5 7.39 9.T1 263 3.ii i.ti 6.83 5.�6 6.06 5 353 5.pp 667 8�� IO.TI Z61 3.33 6.OD 4.62 �.19 �.T 6 3b6 G.�?b��'. 7.1d. 9.35_.... ..12Q7 Zi0 �3-Z31 3.&S i61 4.93 5.41 7 3�0 i56 7.FA. . . ..I033 .. . 1373 -2.i4 312 3.70 6.23 aro 513 8 3.95 5.88 833 71�-i 1591 242 3.C3 3S7 tn5 0.09 4B6 9 t.11 b.?5 9.09 13.65 IS.92 230 296 3.45 3.90 Q30 �4.6i �p 4.29 667 10.0 I5.00 2333 ?�'i ZHo 333 3.75 4.12 4.i1 Il 4.68 7.14 It.11 17.bi 30.33 2.2b 213 313 3.61 3.95 42b 7? db9 7.69 1Li0 2i.:3 43.75 Z21 ZiJ 3.i2 3.69 3.80 4.08 , , : F-17 PUMP SELECTTON PROCEDURE • END PERFORATION OF A PERFORATED L4TERAL A. Determine pump capacity:' Wa..�., Gravity Distribution Top�o11 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of - • - � ��M��k��,�. �.-.�oamr su,e WK �'�wr.>i nor«n,e.cw..w water use rate : . .,,�,,,,,,�,,,,,,, ' F�..r_-...� 2. Maximum�_.� �,r.=*_�.� ��r delive.y to a drop box of a home system is 2,700 �,� ,�� „��«�_�^�� galions per hour(4�gpm)to prevent build-up of pressure in drop box. ��,.�,,„ � '_.,��,., ,Z•„_�,. o FMId of ttoca Lq« Wtaerlar Lxo�W ai Pressure Distibution �,.d,s,,,,,,,,, ao��a�er..�i 3.a. Select number of perforated laterals 3 , . .plyind Sell PrqMy Sco1/Na b. Select perforation spacing= 3 feet �,,,,,„�„��„��,,,, c. Sub 2 ft from the rocic layer length. ��-2 ft.= 5 3 feet � d. Deternune the number of spaces bet�veen perforations. Length perf.spacing=�ft.+ 3 ft.__),_'Z spaces tt�quired Perforation D�schazge e. �_spaces+ 1 =��perforations/lateral ��ce�SP�) f. Multiply perforations per lateral by number of laterals to ��e � m�� d� get total number of perforations. ,�� x �� _��perforations. (feeU 3Z ° �' � X a� v�-�� gPm. 1.Oa 0.56 0.74 SELEC'TED PUMP CAPACITY�0 gpm 2.�b �.g� 1.�4 B.Determine head requirements: a. Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications I,e� feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity system,zero. � ��feet 3. Friction loss ' a. Enter friction loss table with gpm and pipe diameter. Pipe Leng�h Read friction loss in feet per l00 feet from table. � Point of Ducharee F.L._ �.':'a ft./100 ft of pipe Tlp�a .j b. Determine total pipe length from pump to discharge Ele�aaon Difference� point. Add 25 percent to pipe length for fitting �P I �;.. . � loss,or use a fitting loss chart. Equivalent pipe � length-125 times pipe length= F-18b J`1 v x 125= a3 `� feet c. Calculate total friction loss by multi Ivin 1.5 inch 2.0 inch 3.o inci, p, g �m Friaim loes per 100 ft of pipc friction loss in ft/100 h by equivalent pipe length. 10 0.69 0.20 � Total friction loss= �.(. x a 3!� =1Q0= � feet 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. 18 2.03 0.60 ' i ,/ Zo Z.a� 0.�3 0.i� � �(�+ J +� 25 3.73 1.11 0.16 � (1) (2? (3c) 30 �.23 1.5� � 0.23 � 3� 7.90 2.06 � 0.30 i 40 11.07 2.6-1 0.39 � TOTAL HEAD �_feet 45 �a.73 3.23 0.�k : �0 3.99 O.�S i �5 4J6 OJO ! C. Pump selection bo s.bo o.s2 ; � � � 1. A pump must be selected to deliver at least �O_gpm (Step A) with at least � feet of total head (Step B). L-13 C�RTIP'ICIITION ;I UU627 Loc�•� of Soil_ t3orin� Location or Project Philip Hernandez , 1870 Co.Rd. #6 , Orono , Borings made by ;;-P Testinq, Inc . Steve Schirmers Date+ 2-1-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 1009 . 0 feet Surface elevation 1009 . 5 FROST 2" NO FROST 0 - --- ---- 0 - ------ --- Topsoil dark brown Topsoil dark brown loam loam 1 - 0 - 1 ' 2" 1 _ 0 - 1 ' Gra Brown clay loam Brow ioa�i 1 ' 2" - 1-1/2 ' -MOTTLED 1 1/2 ' 1 ' - 1 ' 8"-MOTTLED 1 ' 8" Rusty gray brown clay loam , 2 - 1-1/2 ' - 2 ' 2" 2 - Rusty olive brown Rusty gray clay loam clay loam 3 - 2 � 2�� _ 3 � 3 - 1 � 8�� _ 3 � Rusty gray clay loam Rusty olive gray w/traces of sand sandy loam 4 - 3 � 4 � 4 - 3 � _ 4 � Rusty gray loam w/ Rusty olive gray traces of sand loam 5 - 4 ' - 5 ' S - 4 ' - 5 ' 6 - 6 - 7 - 7 - ( 8 - 8 - � I End of boring at S � feet. End of boring at S � feet. Standing water table : Standing water table : present at 3 � feet of depth , present at 4 � feet of depth, 23 hours after boring . 23 hcurs after boring . Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1-1/2 �feet of depth. Observed at l � g�� feet of depth. Not present in hole Not present in hole Comments : Comments : L-1� C�RTII'ICIITION ;# OU627 I.,og.� of_ Soil Borin�s Location or Project Philip Hernandez , 1870 Co.Rd.#6, Orono Borings made by ;;-p Testinq, Inc . Steve Schirmers Date 2-1-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Itand_ X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth , Boring number 4 in in feet Surface elevation 1008 . 7 feet Surface elevation 1013 . 6 FROST 4" FROST 3" J - ---- ------ 0 - - Topsoi 1 dark brown 0 _ 6�� -�oam- - loam 1 _ 0 - 1 ' 2" 1 _ Brown clay loam Dark brown loam to clay lo m 6" - 1-1/2 ' -MOTTLED 1-1/2 1 � 2�� _ 1 � 8�� 2 �lay �°oam 1' 8" - 2 ' 2"-MOTTLED 2 ' 2' 2 _ '. Rusty brownclay � loam Rusty olive brown 3 _ 2 , 2„ - 3 , 4„ 3 _ clay loam Rusty olive brown clay loam 4 - 4 - 3 ' 4" - 4 ' 4" Rusty olive brown 1-1/2 ' - 4-1/2 ' Rusty olive brown loam 5 - q � 4�� _ 5 � loam 5 _ 4-1/2 ' - 5 � 6 - 6 - 7 - 7 - � 8 - 8 - � I End of boring at 5 � feet. End of boring at 5 � feet. Standing �aater table : Standing water table : present at q ' 2�� feet of depth , present at 4 ' 4" feet of depth, 21 hours after boring . 21 hcurs after boring . Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 2 � 2�� feet of depth. Observed at 1-1/2 ' feet of depth . Not present in hole Not present in hole Comments : Comments : L—ls CERTIFICnTION � 00627 Logs of Soil Borin�s Location or Project Philip Hernandez, 1870 Co.Rd.#6 , Orono Borings made by �-p Te;stinq, Inc . Steve Schirmers _ Date 2-1-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 1014 . 7 feet Surface elevation 1013 . 3 FROST 3" FROST 4" 0 - Topsoi ar �rown—I-oam --- U - — --- - -- 0 - 6" Topsoil dark brown Brown clay loam � _ 1 , loam 1 _ 6" - 1 ' 2"-MOTTLED 1 ' 2" 1 - Brown clay loam 1 ' - 1-1/2 ' -MOTTLED 1- /2 2 - Rusty olive brown 2 - clay loam Rusty olive brown clay loam 3 - 1 � 2�� _ 3 � 3 - Rusty olive brown 1-1/2 ' - 3 ' 10" 4 - loam 4 - Rusty olive brown loam 5 - 3 � - 5 � S - 3 � 10�� - 5 � 6 - 6 - 7 - 7 - 8 - 8 - � � End of boring at 5 � feet. End of boring at 5 � feet. Standing water table : Standing water table: present at4 � 2�� feet of depth, present at 4 � 4�� feet of depth, 21 hours •after boring . 21 hcurs after boring . Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1 � 2�� feet of depth. Observed at 1-1/2 ' feet of depth. Not present in hole Not present in hole Comments : Comments : �� CERfi.�00627 ' ' PERCOLATION TEST DATA SHEET � 2-2-95 11: 57 �a_m. � Percolation test readings made by o� starting ar p.n�.' ��a•, Test hole location 18 70 CO.Rd. #6 ,Hole number 1 , Date hole was preparecl 2-1-9 5 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 sidewall Kn i f e Depth of gravei in bottom of hole 2 inches 2-1-95 1 - 00pm 12 Date and hour of initial water filling , DeptFi of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours A»tnma fi i r_ c i�2.h�n • , Maximum water depth above hole bottom during tesr 6 inches Time Percolation �ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch ' 11 : 43 refill 6 11 : 57 12 : 12 " 3-5 8 4 . 1 15 min 12 : 23 12 : 38 " 3-3 8 4. 4 " " I2 : 39 12 : 54 " 3-1 4 4. 6 " " Percolation rate = 4 - 4 ; minutes per inch. CERT.#00627 � ' PERCOLATION TEST DATA SHEET , S-P Testing, Inc. 2-2-95 11 : 58 ��n-'�� Percolation test readings made by on startin�at p.n,. Idnrel � Test hole location 18 7 0 C o.Rd. #6 , Hole number 2 , Date hole was preparecl 2-1—9 5 Depth of hole botrom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark hrown loam Method of scratching sidewall K_x�� f P Depth of�ravel in bottom of hole 2 inches 2-1-95 1: 00pm, 12 Date and hour of initial water filling , Depth of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours At�t nm�t i.0 s irhn.n � ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch . 11 : 43 prefill 6 11 : 58 12 : 13 " 3-1/2 4. 3 15 min 12 : 22 12 : 37 " 3-1/4 4. 6 " " 12 : 40 12 : 55 " 3-3/16 4. 7 " " Percolation rate = 4 ' 5 � minutes per inch. �� CERT.#00627 ' ' PERCOLATION TEST DATA SHEET � Percolation test readings made by S—P Testlrig, InC. on 2-2-9 5 starting at 11 : 59 a��1 idarrl 1870 Co.Rd . #6 3 2-1-95 Test hole location , Hole number , Date hole was prepared Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Kn i f P Depth of gravel in bottom of hole 2 inches 2-1-95 1 • OOpm. 12 Date and hour of initial water filling ,Depth of�nitial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic S iphon . 6 , Maximum water depth above hole bottom during tesr inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch . 11 : 43 prefill 6 11 : 59 12 : 14 " 2-1/2 6. 0 15 min 12 : 21 12 : 36 " 2-7/16 6. 2 " " 12 : 41 12: 56 " 2-7/16 6. 2 " " Percolation rate = 6 � z minu[es per inch. � CERT.#00627 � . � PERCOLATION TEST DATA SHEET � S-P Testing, Inc. 2-2-95 12: 00 a.m. Percolation test readin�s made by on starting ar ,p:m. fdufe) 1870 Co.Rd.#6 4 2-1-9�� Test hole location , Hole number , Date hole was prepared Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test ho�v. Depth, inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching sidewall Knife Depth of grave] in bottom of hole 2 inches 2-1-95 1 : OOpm 12 Date and hour of initial water filling , Depth of initial water filling inches above hole bottom Method used to maintain at least l2 inches of water depth in hole for at least 4 hours Automatic s iphon • ,Maximum water depth above hole bottom during tesc 6 inches Time Percolation a ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch ' 11 : 43 refill 6 12 : 00 12 : 15 " 3-7/8 3 . 9 15 min 12 : 20 12 : 35 " 3-11/16 4. 1 " " 12 : 42 12 : 57 " 3-9/16 4. 2 " " Percolacion rate = 4 - 1 minutes per inch. CERT.#00627 � � PERCOLATION TEST DATA SHEET � S-P Testing, Inc. 2-2-95 12: 01 a.m_ Percolation test readings made by on— starting at ip.m. ida�e) 1870 Co.Rd. #6 5 2-1-95 Test hole location , Hole number , Date hole was prepare� Depth of hole bottom 1 � inches, Diameter of hole E�—inches Soil data from test hole: Depth, inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching sidewall Kni fe Depth of gravel in botrom of hole 2 inches 2-1-95 1 • 00pm 12 Date and hour of initial water fillino , Deptfi of initial water filling inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours A t�t nma�1- s i�hc�.n ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch . 11: 43 prefill 6 � 12 :01 12 : 16 " 3-5/8 4. 1 15 min 12 : 19 12 : 34 " 3-1/2 4. 3 " " 12:43 12 : 58 " 3-1/2 4. 3 " " Percolation rate = 4 � 1 minutes per inch. �� CERT.#00627 � � ' PERCOLATION TEST DATA SHEET � Percolation rest readin�s made by S—P TP G t i n�._, T nr__ on �—2—9 5 startino ar 1�' �� p m. �e�,«-, ` Test hole location 18 7 0 Co. Rd. #6 , Hole number 6 , Date hole was prepare�i 2-1—9 5 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hoi�: Depth, inches Soil texture � — 1 �" Tn�SAlI. d�rk hrs�wn la�m Method of scratching sidewall Knif e 2 Depth of gravel in bottom of hole inches Date and hour of initial water filling 2-1—9 5 1 ;gg�tof initial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon , Maximum water depth above hole bottom during tes� 6 inches Time Percolation �ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 11: 43 prefill 6 12 :02 12 : 17 " 3-3/4 4. 0 15 min 12 : 18 12 : 33 " 3-5/8 4 . 1 " " 1244 12 : 59 " 3-1/2 4. 3 " " Percolation rate = 4 ' � minutes per inch. PERFpRATEO �OAMY SaND CAP LAYER OF GEOTEXTiIE LATERQLS FABRIC PERFORATEO lA7ER �.,s-.-;-._.__..�_ '°'4 ..,. ........._ .� � " •• •_, •. . GRASS COVER 6 INCHES SANDY LOAPA SOII.- %� �-'y'� � w•^��'""� ''��',�� '' ��EAN SANO FILI TOPSOIL i��/' '�� "." ••/ � '��n��,•� P � • •'� , �v1AXIMUM S1.0 E--^ /� ��:� 3 TO I CLEAN ROCK 4' LAYER OF GEOTEXTILE ,. � " :,��.:� f��"f �' �� FABRIC OR �HfdEHEs'UF ' ' �•,. ,✓.�y� � y TOPSOiL � p�OWEO OR �a TO 2 /2 INCHES �SLOP Hal'6��--BY %'�•' � � �� ,� '/ ?� SU850�� OiSKEO SURFACE BUiL-DfNB'�'QPER �'' •»:i"i /.'� �� i�/ OR 2' ,r-�''" j,,.- ,• � � � CROSS SECT ION A-A P(PE �ROM PUMP-� •`:� ��i;/ �' � '' � ./ � ' '�; y. / �� , ; `3I / � PfPE FROM 3 ._Z� . �" % �/ _, �� ,� PUMPING CHAMBER /9 / i r � . CIEAN F�OCK �� .•' ..� '��' � DIVERS�ON FQR � � � :'' � ',/% /' ,� /� J� SURFACE WATER w ' � ; , � , 6� TOPSOIL� % �� /' Y ` , ' ;� . -.. S• � �./� '�s / o _ _ - i� _ , �:,':" y< �' i� _- �r� — rl �- .a.,•.a: ...:�;��. ;�„ . !� i� ��' � � �� h ` .•, � / 3 ,., , ; -�..Gyw�, �' ' )t� - PERFOR4TED , ; � I _, � _ � `,1 ('9'�' f� M/�x• I Y� LATERALS ' i � I� _:-�-S ��--.,� �t�: ..��,.�.-�� ;�,,. A ,-�:t,� _ � � . � : , . •�lF ��pE`�� -'�_�J �;> H,/� I , ; � � ; I SQNp qN . . . .�- `� 3 •{ti� "1�� ' — � ' �J _ � � � 6 ��:�.:• "�i� BEO AREA � � ./ � �I l �R�EN YFR �l ' -'�`�`�` — � '----�-; � J '- UP ,'�� .. ..:�.. `.� - I ,_ � � Bq NArU ' ' .'..`;`- . c — � �, ; �, ; � W Q �RIFRRAI :..R-. 1 _ _ i i ; i ; � m - �QYE z ; Z ; I — ! - I ' o ' o '� LAYOUT Of PERFORATEO PIPE LATERALS FOF� _ �NCHE ��'�a � INCHES �_ PRESSURE DiSTR18UTI0N IN MOUND __ I ; ' ; I .— ��-'—� — —� � - �IKE ----�--'0 FEET�—p�KE ( �-PERfORaTEO P�ASTIC PIPE � MAX. ;�� TOTAL WIDTH Pa��N� � � �PERFORATIONS SPACED 36� �� ORAr��N S J� � I � � � 1 1 END ON CENTER. P[RFORATION � RF � I SiZE wnv BE 'i,b: ?��. -.. ,f PE '� PLAN VIEW VIEW �R y,• _/'' � �� _ . '� � � 2�M4NIFOLD � END PERFORATION OF A PERFORATEO LATERAL I PIPE �� ,_ .. . l-c�o.► co�h PERFORATIONS ON 80TTOM OF 'f'' a PLASTIC PIPE �'J�/� � t� , ropsou 9�. �� r_�'_; � ,— �f! ' •. Womy Sond I,orK• '�n'�o!Geo��aU��Fob�lc Fer-re�r- �� °�IALTERHATE IOCATION � "w�rn reV-►ain-yap�r►- /%%'^� 0� �IPE FROM PUMF') . . ' • �-P��Iw Iwn OrdleJ fbiltomally � \ �� ,��{ � ��in�a C D lMo� Top L END CA�' aQ,. / / ��/�Plw ,,,—A1 L�o�l 12�to Edq� / p'ERAL �„ - o n FI�10 RxM ., -•�• of RocM Lay�i � Ep t- `� -P�rlwoiwn�Lpwl�d ol /�%� i .. 0o��om o1 Lal�ro� FpRA 2 PlFE FROM ��a�sww l,oyv ��% oF pER PJMPIMG CHAMBER ..�_._�: \✓/�fN�f� o.�ohoi sou P.ow��y sc«u�a • Bdw�Placiny SonO Lay�r F-K . � ' � - - REOWOOD, CEDAF� OR WATER TIGFIT Q I.00KABIE ELECTRIC BOX—� TREATED f'OST (4 x 4 min) ' ' PLUGS OR ELECTRIC CONNECTIONS-------. /-INSIDE BOX�C CONNECTIONS MADE 2" PVC CONDUIT SCHEDULE 80 -+- MANHOLE COVER CHAINED 8� LOCKED 6�SP� LOOP OF PpWER CORD FOR SETTLEMENT SEALED MANHOLE RINGS-- .FINAL GRADE �--L---- � . ' �"a� AT LEAST {2" ' '� �� t BELOW GRAOE WIRE FROM POYVER SUPPLY --� - PIPE IS LAID ON A UNIFORM SIOPE FROM ' //� . F6R PROPER ORAINBACK IL TREATMENT l�REA SEALED TANK COVER- �IF PIPE AT TANK MUST 8E LOWF�ft THAN UNION. TO GET ELEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/4 INCN WEEP HOLE MUST DE USEO WITIi ANCHOR--�� — yyEEP NOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT— NOTES� EIECTRICAI WIRE FROM POWER SUPPLY STQR_T_LEV��__1�r. _ _ MUST NOT RUN OVER ANY TANKS BUI MUST 9E LAID BESIOE 0TI1ER Tl1NKS 3 �. AND MUST BE PLl10ED IN CONCUfT ALONG POST SHUT-OFF_LEVE.I�Q_ __ _ _ E�ECTRICAI. CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGN CONDUIT WIRFS CANNOT HAVE GROUVD PUMP CUNTROL FLOl1?- - CONTACT. �� -- . Fiburc F-R . METAL COVER u_ _+ �r _!�_ � �o �". .� , ;. � - ,�;J, f' 7 � I� � --�ta i ; �.V:,. /' . I •Y�__ i 1: � .Y. I i• i I I �' T I x _ i ;2c u � l...T_-_:, � ��— -" _ I CONCRETE - ,jz.�� MANHOLE RING METFIODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Fibur��C-i4 . -r . � ' VERTICAL SIDEWALL SEPTIC TANK /--FINISHED GRADE ,: � �'- AT LEAST 6"TO 12" SOII. AT LEAST I" 4" DIA. COVER 4�� DIA.� MIN. -AT LEAST I" � AT LEAST I" , .., .. - �, �- . -- � - - . A ---► � 1 A DIMENSIONS FON TANKS WITN VERTICAL_SIDES - - W�DTH. W 24" MINIMUM ------ ' lENG7H, L 2 TO 3 TIMES THE .WIDTH ___ B DIAMETER 60" MINIMUM _ __ __ , � DEPTH_�_ 30'_MINIMUM; 79"MAXIMUM ______ C A 0.2 D - - � AT LEAST -.._ . _. - --- -- ---- --- - g 6'� MINIMUM; 0.2 D MAXIMUM _ 6" _ 3�� - � - 0 4 0 -- ---- I- - -- -AT �El1ST 4 FEET- -- - •- - -'� NlUll S: � t. Sn��nn��v1EGSMtfnSt��KnES�NOuu.�f�P� �. AWUKMEWVEHSL11I�lf1F.LOCAIEDW�11iN�7u�G+Es. ?. 1�1[f1F.S11N1.U[1k7C0�1tA011F:MN1110�C5.20'lf�$I K1��EMN��OIE�SM/11�M�d&X��90F111�SUfKAf.E (71Mf.11SKNIM1Ul(H:AIFI)WI1�1�16FEEIOfAIITNiK 11[OCYVEIiAl1SIlESEGU[D70PIEV[fItACCCS4 V�KIS. 6 .",('�f`r�N�l UN U�.4IANCE QC11nEEN ENU Of INLEI f`r'f./wU J. /WM�tiI'CCIIONP�PFO�AiLEAS1�WC11[SPIMYilE11 MEMESTPOINIbNUAfflE9ULLlUEHO1.E5S1iW/6WC��ES onn�.vw�i0lE5��.��LOCn1EDtriEnDoiNiiEirxEi Onr�or.��tiYW�2e�C��ES. Nlnq/1lLIUCVICLS.INEClfllEliltNCO�11fM1;!'EClqf1 6. FOf11qItlZ(1N111�CV1t1f1f11CN.1MlK,^.014[/7!:KNIAIS0.150 PiPIS SI IKl U[1��(SN.f AS ll lC CCNIC�111NE�1NE AND OIAf:NSIpN C I$O.JS[l. UN f lE p'C NklC$O�1 SMJU N iV 1 CE 5 A 11 QI lU INyI'k C I ION 1'Y•C►KIET RF IOCM W Fik I Wf fN iRF.fflEl Ni�tX�ll Gi (f/J f LES. -- _ � � PENCII. A �� ' � . .�� 6 �� MANHOLE �� y �, � !� �; � INLET ` SCUM ,� �• � �� OUTI.ET � •;:*=��OUTLET LEVEL ,�;,�,.T1 •'� Y i: _.. ��'_ ._ -'r� ;K . -.-- SCUM CLEAR SPACE== ��-;, ;. CLEAN OUT TMIK N?1EN: ,; _ - - -- _.. �'�••`• - i 'T' 74 1 S 3' OR IESS OR - -- - i 'B"IS 12'OR IESS _ i1 B :, - -' = - - - 1 � - L� :.ti.::;:�..�;: � . . . . •, � , r. ,, ,•;. ..;'.'.'.�� . ;`- 'y BLACK COIAR � �.'!`��=��'•-�.' SLUDGE ;:. � �� DISTINGUISHES SLUDGE �y':; , ';::';.' .. . . ._ �, LAY� FROM �IOUID �;i .i�-'�;.� . ,, i�: .�-r, . ,w., MEASURE SCUM AND SLUOGE ACCUMULATIONS I N TFtE ��PTIC TANK �D� IATE _ / TIME CITY OF ORONO CALLED IN `�� INSPECTION NOTICE SCHEDULED �� a 1 G-�, PERMIT NO. 7�� COMPLETED �� ADDRESS /�i�U �� U OWNER,�L�i2��c�� CONTR. �'%c�-e� TELEPHONE NO. `� � � — 73 �-� � DESCRIPTION �C'�VrL� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMtNG 13 MECHANICAL FINAL 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE NT. 21 COMPLAINT v 07 DEMO-FINAL lfi SEPTIC INSTAy 22 FOILOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FI / 36 FOUNDATION/REMOVAL � OWNERI NTRACTO TO MEET YOU:=YES_NO � COMMENTS: " � ��' .G�'A'�`I � � O� i_ � � e -" � � — 0 a � 0 � W � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSP.ECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL RETURN �-' CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor s' e: Inspector. � White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI SCHEDULED Z� PERMIT NO. COMP EfED ADDRESS � OWNER CONTR. TELEPHONE NO. � � DESCRIPTION � Oi FOOTING 11 MECHANiCAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 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 O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI PTIC FI A 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: '` � W w C J " O � � O � � � �Q a 5a Q z 8 (° � � j 3 3 W � � d / � ❑WORK SATISFACTOHY:PROCEED $PROJECT COMPLETE � W ❑CORRECT WORK&PROCEED � ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN O STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUiRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor si : Inspector. White Copy/lnspector's File Canary Copy/Site Notice