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Home My WebLink About1993-005562 - repair septic PEI�MIT CITY OF ORONO PERMIT TYPE: �-.f- -. 2750 Kelle Parkwa • P.O. Box 815 ''''`��'��'� `` ��'�� y y PermitNumber: i?i;�,��,� Orono, Minnesota 55356-0815 - - (612) 473-7357 4 � � Date Issued: �i°�/:�:i�/r::�; SITE ADDRESS: �:L i:;i=i r,�;'`-1 ,;�� I�I _�_'#T . . s . �� . . ��—� ;�_—�_— ;�—{3��;_a�a DESCRIPTION: �;E�'F�I h '=�E:F��t�: _��a�_r �; F�1 L-�t�i� ��-`��,rrE a t• �'y�',� �,�,��1�-L� ii:•�i�i Ts�t�i�'•. '��r•_��r• �� l��t�e�� 1�_�r��-: T��°� �;E'�;IC:s��i�::E -�- � �;; - - REMARKS: FEE SUMMARY: ��tt�� i�� .s:? , i it�� '�;l�ti�r��cti��±' ________ �' �`i� ��.c;� �'te`�+ �s '=._}a�i{_; CONTRACTOR: — �3�`�'� �r='�� OWNER• �:t ti i_I��' � �:L,';�:'I�:E'�� I t�fi.:: c,i�:::,�.:;�,t�:_; �_t�t::�,��_� W�E��:��..l��i::: :_;i�,�.:� Hi��`f 1 t}i = �:1�:�!i F,i!-� �:?E �i ��TL�i��•1 �� 51 �_��'4�_�I�f_a �� . � :�tri.��`1 �,��, ;? .� _-- ,- _ _ i.•_,t _'.1,�-"_--�`'_ . _.. . :.,,. _., _ _ _ _ . �. � LfC ;_:t'ui:ic-�`� i �-t�`��-�f t �,k,i�`r �tii;•,+,=t.f::_� ; '.,-, -'?�iil•�.�.`� ��i_�i`,� � !_: i�:.'.,�" ! €-�� ?`S�'%-if ., ,:'-'�sl,:}:��'j.i��"�� . :_ ._._._. _ __. .__._ ,_ _... . .. , ,-.��=i:.','•T�' .'"'"r•'. __ ' - - - - t� - , . t ;..__•z f �' � ?�:�4i�} Hi.:1I':"r-'.�� j�_t �,�I � 4=�i?_{,._ :;.;'"��:;+jC. C;;. �"f��T r'�''" s.� �f*i,-�� kf'�f�'.' 1 i (T I ; � _. 1 _.�.. s .. � . ...r i .� ._ ..� � . _:7��.�'^_i-�,}u�.•.� ��i-3 S"'f?_:._ F� Ls !i tj• _ ��.r�i�'•. _' =•:3'�, " ��1��`_ "'�"` `-:ii E ''i P:.._, ; _ � . .--�. _. . ,,.. .: . , ' �.��_?:�t�_� a_..:1_.�,iv.-;�`�..�_'_• t-e�w , '._. `. e�: . _.. . _ _ . ri _ . f c_ � ,.f:_:� l;'iW1[,,�. �.`:. ri,;T#`;•.`_.{'i�_i+�' _ . L' � �V p ��.�---J ��i� �� APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE >EPTIC SYSTEM PERMIT APPI�ICATON — PAGP � • „ �'•' Permi.t Type & Fees (check one) New Construction, Full System $100. 00 . . . . . . . . . . . . . . _� Repair or Replace Existing System $50 . 00. . . . . . . . . . . . . �0. 50 State surcharge added to above permit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION r***f**:rt*�rtt**�*�t*f#*****t�rt��*�tt*#*��*#*it*t��r*�*t*ytir�r��t*�***t***ir:r��r�ftt :30TE: Applicant must initial. all spaces. Fill in aIl appropriate blanks, check all appropriate boxes. _ Initial � l. I have received a copy of the system design including the City of Orono Septic System Approval. Cover Sheet. �� 2. I will be installing the following: A. Tanks: �Precast Concrete Other Manufacturer Tank Capacities : 1) ��gal.. 2 ) 1 7�a1. 3 ) gal. B. Pump Station (if required) P�np make & model (attach pump curve & literature) ; system design requires gpm at feet of head. High water alarm make & model � Outside e].ectrical work to be completed by _installer electrician other . Inside el.ectrical work must be completed by e�.ectrician. C. Treatment System: Trenches:� s.f. Mound Depth of rock below pipe " Rock bed dimensions �`x�' Drop Boxes - Sand bed dimensions �y'x� Distribution Box Pressure Dist. Pipe Diam. Z- " Manifold Pipe Diam. �_" D. Final Cover/Topsoil to be: borrowed from site - (show location on site plan) trucked in #*��t�*�****��**�**f*#�***��#*�**�*#**t��*�**�t�***#***t�***�t*�**��f� mhe undersigned hereby applies to the City of Orono f or issuance af a septic system installation permit, agrees to do al 1 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 app].ication are complete, true and correct. ' - � l � Signature of Applicant: ��0 ,_ _ � Date: ,�1� _ .�lPCA Certification No. : " APPZICATION FOR SEPTIC SYSTEM PERMIT� � ` . ,� �� CITY OF ORONO Box 66 (1335 So Brown Rd) Crystal Bay, I�7 55323 #�t:ttt*****t�****t*#t*t*�tt:�:�t�f****��ft*ttt*t*tt*t*t***t**#�*#*tt**tt*t General Instructions: I.. You may a� 1 for septic system permits by mail or in person at the City offices. However, permits will not be mailed out and must be picked np in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer' s License. 5. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 6. The following inspections will be required for all septic systems: a) Pre-instal.lation 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 wi11 be jar tested for silt content) , and again during pressure distribution piping instal lation 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 comp ly with codes. 7. Individual holding MPCA Installer Certificate shal 1 be present during instal lation. 24-hour notice is required for al 1 inspections. *****t**t��*�:*�*******t�:#�**t****�***t*t**�tff***��t*****��*�***�******** JOB SITE ADDRESS: � v � Occupancy Type: Residential_� Commercial Other Owner' s Name:�p�1?�l?�tV.(i.(�„�Qe�/� Phone: i.��?-- ��7 Mailing Address: �O `�in,�, 7.�5� City: Zip: Septi c Contractor' s Name:�`�Q�`�,�,� _ Bus. Phone: Mailing Address: �j � � City:��"_�� Zip:h 5 *�*#*#*�*�*�*tt*��*:**** :**t:* *:#***�**�:*f�##*: *:#*��****�**�*�:** - over - - � /�}Q`�qr� / //�'� � �J ..1^ ,6 '1� � 1�i',! .fYt `.:,ri) � '� .'f /� t � ± . �_ T � �`� F Y j� ,.iTl'$y � Y;. !',',' - f ivt4 5�'�.• .:iP•��;, T �{ Y�Jn.j-NY� :• F': 3 � i�5�"�F4��.,_� l.�,� �`��Xt"1 3J*'[ �, s�:t � Y $�W � ri� J.'., ..�., j *t _ �� j r� �`g�aa'a1r; 'e'n a�'�� . . '��M.. '�tr,�+ J� '"( 44 }�S. "I" y:�S'�� .�� I�(�.j °�F ��: r.�� a �. �l ��fi�� 6 ��'�r�./ � � K:�. .��;�:1.��7;. ,�� t�� .j'��•�i� .*�r3 F}7 '1'��`t�} �4��,�,,..�, 7�^ � � � 1E��'��v ri�� , �k_f �, 3t` < <� '�� 1 �' r �.�' ��'t d �. �ra,�L�.�,.,.,e. �'�.;�a..4e.�C.�,�c�:.P3�..,, _,:L.�.t�':1'�,7ati�...>.:�,�u :"u '��..,.i:�:fw� r ��[.��:1�w�: .��.a•...:. . s K i 1.�.� .x.... . . ... ... .. ..�.�.� ...t.tr..:�f.:_...�_a.t . t..,.�.._ .r.�.,,.,.,r�.... 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'� CITY OF ORONO r ��'� `'`� ��° SEPTIC SYSTEM APPROVAL o ;.; O � ✓ A :a . •�. ` Y of ORONO i..:�1 � `^� �„i�"r`-. +a ��,'j�:� �� , �.. ` � MunicipalOtTces q `I` " . �� 1�� ti , �� st O � 6 �� /� � rf�� 4,,��;��y�I,��;�� i�/ • �� C Bay, ta 553 � �l� � E8H �i�� ri ��--_°-/ � ►i -� �� _ � ��. 2100 Sixth Ave. N. � ��r`�1 �: LOCATION: � OWNER: The Woodlands, Inc. — Paul Phillips �-�--'� ��'� � GENERAL CONTRACTOR: SEPTIC CONTRACTOR: July 19, 1993, Revised SITE EVALUATOR: S—P Testing �pORT DATE: August 9, 1993 The City of Orono has Approved your on-site system design as of August 1 l, 199 3 (approved-disapproved) (date) with the following comments: A lot line rearrangement must be completed through the City of Orono prior to the installation of the septic system. The property lines must be clearly staked prior to drainfield rough—up. � The existing septic tanks may be reused pending an inspection by the City Inspector. 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 liours 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, RON � By �'�... Stephen eckman, On-site Systems Manager TELEPHONE-473-7357�FAX-473-0510 ,� �-F TESTING� ll�C. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 July 19 , 1993 Revised August 9 , 1993 The Woodlands Inc. 2100 Co.Rd. 6 Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Group Home with 6-1 bedroom units at 100 gal/day plus 5 staff at 15 gal/day = 675 ga1/day. The water meter indicates an average water use of 865 gal/day with the water softner putting out 120 gal/day (244 gal/recharge every 2 days) . The total water use is 745 gal/day without the water softner. When sizing the system using a metered water use, multiply 1.5 times for peak water use = 1117 gal/day. Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are SCS soils mapped - HcB2 - Hayden clay loam. A seasonally high water table was located at 22" to 30" (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. This site has an existing failing trench system due to the strong clay soils with a high water table. The existing tanks may be used upon approval by the local Inspector. Due to all the water going through a pump in the lower level , recommend to increase the tank capacity with one additional 1500 gallon tank in front of the existing 3-1000 gallon. The soils at a depth of 12" have a percolation rate averaging 8.9 min/inch. Test Holes #4 & 5 are compacted and must not be used. 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. CONT' D , • . � ' The Woodlands , Inc. 2100 Co.Rd. 6 Orono, Henn. Co. , MN (2) 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. Due to the limited space, recommend to install low water use toilets 1. 5 gaI/flush & low flow shower heads . Due to the limited space, the system is located in the southwest , corner of the property. The lot line will need to be moved to the west. See Site Plan for the proposed lot line. All 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. Smaller amounts of laundry soaps , dish soaps , cleaning agents, etc. are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 tanks to insure proper maintenance. `\�' u-�-- �. Steven B. Schirmers �S SBS/ds . . . . �.� �i _ . . . � � � �� . � , d� . � . � � � � �� _ �' _ _ � �� , J� I 1� ~� � /� � __ $' .� .�J+��II� �'_ M� �J�' // j �Tn t; � * �: 4 I � � '��• ,' s;' '� 1� �,w�� M�. �- �!'� - �,,� .-i m � � y � I fy � � b� �`lI\.b'}. / '�._�� y� /, 1� O Is' � �� S Jy� ?,�� '�'�'^� / /� 6 f � )(s.��:� �� X � �� .-:�'� I ."f /� t?�i I �b��/ � � � �ad� /7 , 1 a r � s" d�� _ I ��d o _�_�= � �, ,�- `� + � � � � o � ' � `I a -FSS- 1 � �+ � .� � Z ' � ' � I �i" p , �1 l�l � H � r� n I �y ' o -�"�il �. ,� '"� �'� � � � ° r� � , �. '� � �� 1 p � � � � � j/ / � � / � � ,. s� � � I ' ; �� .,- � ��, ��, , �� ''"` I 4�i �l 9� �� y" � � , ___ .� . ,y / � � Y � tl� �- --.,�'��z� �� r '� � �, qQll � _ m_ � :� � `G � � � , � 1 �` � � i ,7/� � f� . � 1 � � ns ', .V �� ` � � �� . � r� I _ L �� V� � , , � � � �� I �� , : ,� f i� �h I � q sR � /.� � p �; I � ` �� U � f'� v` O p � � '0; U`1-� �� r � � �` � � ( � V° I _ � . . -' ► - , � t9 ta � o � � � 1 � . Mp - a - � . - I^ Y J ' . . V p? - V � � - � ' I � ,10 t 4� 2G LY ".:�-> ? _�+ �,, .� � —G , � SET- BACKS �`"a� ��'� . � HOUSE ( • System must be� � . • . Tank �� from property lines ��--"T� � from welis ��x�y��L> �.-t�-r . � from bldgs. 6v�: �w�-P �►-� �F� - n„ , - Treatment orea =�from lakes ,=�streoms �-'��- �`�'`�"`4 s Treotment area Z° � from property lines '�� -C�Y�- �ik��{ MA�NHo�.ES .,+�» ��." ' i 'F�tio�V . f3ALCF�� ' � ffOfTt W2IS �'from bidgs. � ►- -, /� from trees � i � r - ,._ . � i �min. ' � . soo�„� 3-�x�s�C�ri �s��. 3"da.su � . Tonk�r iovd9.,� _1 too '_ Tank ; Drop to Tonk � � PRES G��- � � Min. I��io 8� �PumP'�9 � Max.l��to4� '� ��=P '(°RU�.�. SH�A��oc�J Chamber i4'�to 6��dio.pipe I SYSTEM DESI6N -MOUND ��P� ��-t�z C.S� �-�'�-7 4 TYPE-!, — BEDROOM , Aver4ge percolation rote�:�L min./inch (desic,�.83 sq.ft treotment orea per gal, of dai i . ►�gal./day x.83sq.ftlgol.�_sq.ft.of treatmer�t area +1� sq.ft. (.= fOff,width=�_ft.length of bed a � Ciean rock needed- �a sq.ft.treotment oreo x �•O depthaf rock=`�� cu.ft=27-� �cu.yds.{3/4��to 21/��dio. ; -�� Cleonsand fill below �ock needed as� a.yds. approx. sondy loam bock fill 32a.yds.approx., topsoil 6�� Qw,� 3��5�1,�� cC.Dc Number of ianks required�-, i�tank � � gol. ,2-�d tank 1SZSZ gal.minirrrxms P��:, p�n,F��.!1� ��,a•,,: 5�}m AS V4� `t F�-Ca� iPumping chomber capacity- 25% of daily sew�e fbw of llL2gal.=�.gal.+�eserve storage of ��--��J of 1�gal./IOOlin.ft of � "dia. supply pipe, lin.ft needed�, � gol.+manifold��gal./IOOlinft of�'�dia. total capacity needed I y�'1 gal.(plus area for pump) us� rn�,-,. )Sv O �j�,l.c��, ' • Distribution�pipe��dia. , a� lin.ft��'Zdia. perforatans�_��aport Pump s¢e�hp. (pumpable capacity 3� � gal. 4 cycles/day) u s��_��' r��,�v �� G�s�� • , No1e • When corutrucling bed - , this oreo should be shoped Note� Distonce from t� , ' to divert run-off from entering treatment orea. =-�' '��`• �- � MOUND DESIGN WORKSHEET � � ' � (For Flows up to 1200 gpd) A. FLOW �v�v'�c' w�� so��=�� Estimated Sewage Fbws in Gallcxis pa day Estimated gpd (see pages D-7 or I-3,4,5) «� -''-t� umber or measured�� gpd x 1.5 = I 1 ► �1 ��, ��°`�,,,s �YP�I Type�� Type��j iv B. SEPTTC TANK LIQUID VOLUMES s a� souo ie � 3 -�u o o �x,x,vb gallons (see pages C-3 or G5) -�-l- �50� s �� as'o i�a "';;' q,a��e UT�'M'� 3-iGDo^ �1.�A�\G� _ 6 900 525 332 '�t. '� ' 7 lOSO 600 370 m C. SOILS (refer to site evaluation) 8 1zoo 6�s ao� �,,�„ 1. Depth to restricting layer = a�I�'TU 3 0�� inches �p�Tank C�p�citic�in gillwn 2. De th of ercolation tests = l a" inches "�; Minimum Liquid Liquid capaciry w;ih P P Gp�ciry tarbaQe d'upowl 3. Percolation rate �,g m i 2«�y ��o ��u P 3aa �aoo isoo 4. Land slope -� �Jp - �48 a 9 ;� ;o� over 9 .---- D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = �1 i� gpd x 0.83 sq. ft./gpd = ga� sq. ft. , 2. Select width of rock layer (10 feet or less) _ /� ft. 3. Length of rock layer = Area 1 Width = q a� sq. ft. -:- I c� ft. _ _ � 3 ft. Rock Bed r•r•++•f•f•r.f.f.r��.r•r.r�f ti•ti•ti•ti•ti•ti•ti•ti•ti ti ti ti ti ti ti• f•f•l•t•r.t t•t•f.f•f.f•1•1•l - ti•ti•ti ti•ti•ti•ti•ti•�.ti.ti.ti.ti.ti•ti• ►dth 570ft. f•t•f.t.t•f•t•t f•f•r•t•t•f•J '.•ti•'. ti•ti•ti•ti•ti•ti�..U.�,.ti.ti..�. E. ROCK VOLLJME •f•f�f��f��'f'•'r�f•j�f�f'f 1 � Length 1. Multiply rock area by rock depth to get cubic feet of rock; qa1 sq. ft. x /.v�ft. = '1�3 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; �(�cu. yd. x 1.4 ton/cu. yd. = S� tons. F. ADSORPTTON WIDTH G�`� � � 1. Percolation rate in top 12 inches of soil is �f•�i mpi Absorption Width Sizing Tablc 2. Select allowable soil loadin rate from table on a e E-• ''"`°'s"°"'�` ca��,: Ra��oor g p g � in Minutesper Soil Texturo per day per Absaption wW�h .�� p��/r� fnch(MPl) square foa �o Rock I�yer pt' 1 �Y�dth 3. Calculate adsorpHon width ratio by dividing rock layer Facter than 0.1• c�s� ____ __.__ 0.l to S Sand 1.20 1.00 loading rate oE 1.20 gpd/ft�by allowable soil loading rate; o.��s•• ��sa�a>• o.�0 2.�0 1.20 d/ft2 . y d/ft - �.�� 6 w�s s,�ay� 0.�9 ►.sz � J'_�gP 2- 16 to 30 Loam 0.60 2.0(1 31 to 45 Silt L,oam 0.50 2.30 Check this value on page E-16. �a�o Clay Loam o.4s z_�� 60 to 1N1 Clay 0.24 S.OU 4. Multiply adsorption width ratio by rock layer width to get SlowertAan c�ey _____ _____ i2a•• required adsorption width; a,�,� x /o ft = ae.� ft G. DOWNSLOPE DIKE WIDTH 1. tf l,andslope is 2.9 percent or less,basal width includes both the upslope and downslope dike widths, ' � �� 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 1. l� feet b. Multiply rock layer width by landslope to determine drop �� in elevation; Slope Difference ;:�� ___�-_ %+ 100 = -feet ��;;� c. Add depth of clean sand depth of clean sand for ��N _:��;�� ,, . separation at upslope edge(2a) to depth of rock layer to- R��„�,�� rock depth and the depth of cover to find the total mound -`"` �„�,w height at upslope edge of rock layer; -'"` �_ J• D ft + 1 ft + 1 ft= 3 .v feet d. Enter table on page bottom with landslope and upslope . dike ratio. Select dike mulHplier of � . �QS-� . e. Multiply dike multiplier by upslope mound height � to get upslope dike width: x = feet w�� 3.°+� _� f. Add the deptli of slope difference(2b) to the upslope '��0 `��'` � `�� t�`� ��'�'�+'s�� . height to get the downslope height + = feet UQ5Lo4� 3..�� .4s :�a' g. Enter table on page E-18 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. Mininmum mound width is the sum of upslope dike � width plus rock layer width plus downslope dike width; ft + ft + ft= feet Rak6odWidth�� 'U�b�ai�w�a�''�"�"' j. Subtract the Minimum width G.i from the Absorption '�'�''� '�`'•"•`` � width F.4 to find the Additional Downslope required for Rak Bed Length Absorption � s�J l6� `•`:�;�::::::: . . . '=��'��'�'''�'`��•� la' ft= ft= feet u�b�°'i�'^''a�;'� ::u�b�ai�wai�_ k. Add the Additional Downslo e�re uired for Abso tion::;::::::::::::::�:::�•'.•:::�� to the downslo dike width a d re alulate the Total� �`"'��`•°i�.W��'..�.w�. . .�' Pe :r'• Mound Width which is is the sum of u slo e dike P P width plus rock layer width plus downslope dike width '''�''''''''`''`�' '`'''''''''''' �ft+ ft+ ft = feet �-T°��'� --'� 1. Total mound length is the sum of upslope dike width plus rock layer length plus upslope dike width; ft+ ft+ ft= feet �,s� PS o� 3:1 �:1 S:l &1 7:1 3:1 4:1 5:1 &1 7:1 8:1 !L slope 0 3A d.0 5.0 GO 7.0 3.0 4.0 5.0 GO 9.0 8A 1 3.0➢ 417 5.26 6.38 7S3 Z91 3.85 4.76 5.66 6.5� 7Al 2 3.19 {35 SS6 G82 6.14 263 3.70 4.51 5.36 61� 6.90 3 330 t54 5.86 7.32 8.86 2.75 357 4.35 5.06 5.79 6AS �_---_3.t1----_�7 6.25_ 7.89 9.7L 266 3A5~ d.17 4.84 5.06 6A6 5 353 5.OD G67 SS7 ]0.77 261 � 4.OD 4.62 5.19 5.71 6 3.Q6 S.Z6 7.14 9.38 1207 2.54 3.Y� 3.85 4.41 4.93 SAl 7 3.80 5.56 7.69 1034 13.93 248 3.12 3.70 1.2� 4.70 5.13 8 3.AS 5.86 8.33 llSd 15.91 2.42 3.R3 3S7 4.nS {A9 4.88 9 �.11 6.25 9.09 13.04 18.92 236 2% 3.45 3.90 4.30 4b5 " 10 �.29 667 10.0 15.00 2333 2.31 2.86 3.33 3.75 d.12 4.44 11 4A8 7.1{ 11.11 17.65 30.43 2.26 278 3.13 3.61 3.95 4.26 12 4.69 7.69 1250 21.43 A3.75 2.21 2.7b 3.12 3.49 3.80 4A8 � PUMP SELECTION PROCEDURE A. Determine pump capacity: _� -Gravity Distribudon �o ��au►TioH OF A PERFORATEO LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of Wa..c,,,., water use rate. T� ,�„ ��' 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . ,....:.,;�,.._ ... ....,;>,,..;.:;:.:.:, ti;.`.;. �.r•- �r ot Geot�atll�Fabrk la rov- gallons per hour(45 gpm)to prevent build-up of pressure in drop box. x-':'�,.�,,s��e�,,., �`�,,,.,,,,,,,,„a„R�,.�,., � sv�:-y-�:.... �::�win rea.wln pao�r) . PKlaolfon OrqhO Horlson�ollr Pressure Distribution - "a o '"°� �o 3. a. Select number of perforated laterais 3 '�:�w ,� "' u°" 'z•'°Eao' „o FIN Roc ��• • ot Rock Loyn b. Select perforation spacing=�_ft. . � •� � � �~-��•�� ° ; ..,, �.... • P�rlwotiaq Locorw ot c. Subtract 2 ft.from the rock layer length. :'�.�' Clws Sand LaYK Bol�aw of Lat�ral �-2 f�_�_ft. ::.,::..:,,._:.: : ...:_.. ..,:�.:.: ��m.a d. Determine the number of spaces between perforations. Length perf.spacing=9„1_ft.+�ft.=3 c� S�CeS TABLE OF PERFC>RATION DISCHARCES W CPM e. 3v spaces+1 = 3 I perforations/lateral ' f. MulHply perforations per lateral by number of laterals to Head Perforation diameter(inches) get total number of perforations. � �/� �/� e � x .�_�perforaHons. i.o� � o.sb oaa ]S Ob9 0.90 $• � X�_��m• 2.Ob 0.80 1.04 2S 0.89 1.77 3A 0.98 1.28 SELECI`ED PUMP CAPACITY��gpm 4A 1.13 1.47 SA 1.26 1.65 B.Dete=mine head requirements: �1. Elevation difference between um and �nt of dischar e. au�l.o�°°t°f�d wr'�'�"t�syst�. P P � $ bUse 20 feet of 2�ad for other establishments � ��feet . 2. If pumping to a pressure distribution system,add 6ve feet for pressure required at manifold �feet 3. Friction loss P'�I-a'g� a. Enter friction loss table with gpm and pipe diameter. �� Poinc of Discharge Read friction loss in feet per 100 feet from table. /°� F.L.= 4.a f�/100 ft of pipe Elcvadon Difference b. Determine total pipe length from pump to discharge p�,n,p �S poin� Add 25 percent to pipe length for fitting . loss,or use a fitting loss chart. Equivalent pipe F-18b length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch �_x 1.25= � D Q feet � Fa��m�.�iooaar�� c. Calculate total friction loss by multiplying l0 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= �.Z x 'a c9 c7 +�00=�_feet 24 1.28 0.38 4. Total head required is the sum of elevation difference, 16 1.63 0.48 s al head u'irements,and total friction loss. 18 2.03 0.60 p� i''eQ 20 2.47 0.73 O.TI � � 25 3.73 1:11 0.16 �+_�_+ u 30 5.23 1.55 0.23 (1) (2) (3c) 35 7.90 2.06 030 40 11.07 2.64 039 45 14.73 3.28 0.48 TOTAL HEAD �_feet 50_ � 3.99. 0.58 55 4.76 0.70 60 5.60 0.82 , `G Pump selection ��1. A pump must be selected to deliver at least�gpm (Step A) with at least a,�feet of total head (Step B). L-1� CERTII'�.C11TIOtJ fk UU627 1�0<. s of Soil_ F3orin�s Locati�on or Project ThE Woodlands, Inc.Paul Phillips, 2100 Co.Rd. 6,Orono Borir�gs made by S-P Testinq, Inc. Steve Schirmers _ Date 7-12-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) s I�and X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number 2 in in feet Surface elevation feet Surface elevation 103 . 2 0 - � — 0 - ------ Topsoil dark brown Topsoil dark brown 0 - 10" loam loam 1 - 1 - 0 - 1 ' srown loam Brown clay loam 1 ' - 1-1/2 ' Brow loamy 1-1/2 ' - 2 '-MOTTLED 2 ' 2 - 2 - 10" - 2-1/2 ' -MOTTLED 2-1 2 ' 3 _ Rusty olive brown 3 _ Rusty olive brown clay loam clay loam 2-1/2 ' - 3 ' 10" 4 - 4 - Rusty olive brown loam . 2 ' - 4 ' 8" 5 _ 3 ' 10" - 5 ' 5 _ Rusty 4 ' 8" - 5 ' °l�oambrown 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 at feet of depth, present at 4 ' 9" feet of depth, hours •after boring . 17 hours after boring. Not present in hole X Not presen',.. in hole Mottled soil : Mottled soil : Observed at 2-1/2 'feet of depth. Observed at 2 ' feet of depth. Not present in hole Not present in hole Comments : Comments : L-13 CERTI.F,ICnTIO[� �? UU627 Logs of Soil Rorin�s Location or Project The Woodlands, Inc. Pau1 Phillips , 2100 Co.Rd. 6,Orond Borings made by� �-p Testinq, Inc . Steve Schirmers _ Date �'12-93 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other � Auger used (check two) : Iiand X , or Power , Flight , or Bucket X Depth, Boring number 3 �'� � Depth, Boring number 4 & " 5 in in feet Surface elevation 102• 8 feet Surface elevation103 .1-103 . 6 0 - - 0 - ----- Topsoil dark brown Topsoil dark brown loam 0 - 10" loam 0 - 8" 1 - 1 - COMPACTED TO 1' Brown clay loam Brown clay loam 8" - 1 ' 10"-MOTTLED 1' 10" 2 - 2 - 10" - 2 ' 4"-MOTTLED 2 ' 4" Rusty olive brown 3 _ Rusty olive brown 3 _ clay loam clay loam 1 ' 10" - 3 ' 10" 4 - 2 � 4�� _ 4 � 2�� 4 - Rusty olive brown Rusty olive �brown loam loam 5 - 4 � 2�� _ 5 � 5 - 3 � 10�� - 5 � 6 - 6 - 501 L. '�c�'e��, '� � i�v-C-ti� A-r a�.'' � - w s�� s�,L �e��- � - s - 8 - End of boring at 5 � feet. End of boring at 5 � feet. Standing water table: Standing water table: present at feet of depth, present at 4 � 3�� feet of depth, hours •after boring. 17 hours after boring. Not pre��nt in hole X Not present in hoie Mottled soil : Mottled soil : Observed at 2 ' 4" feet of depth. Observed at 1 ' 10" feet of depth. Not present in hole tlot present in hole Comments : Comments : � � C��RT..#�0627 . PERCOLATION TEST DATA SHEET S-P Testing, Inc. 7-13-93 8 :51 �:"': Percolation test readin�s made by on starting ar �J�url The Woodlands, Inc. 1 7-12-93 Test hole location , Hole number , Date hole was prepare� Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Knif e 2 Depth of gravel in bottom of hole inches 7-12-93 12:00pm 12 Date and hour of initial water filline , Depth of initial�varer filling inches abo��e hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmdt i.0 s iphon ,Maximum w�ater depth above hole bottom durin�tesc 6 inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch . 8:40 prefill 6 � 8:51 9:21 " 5-1/2 5.5 30 min 9: 30 10 : 00 " 5-3/8 5. 6 " " 10.:01 10 : 31 " 5-3/8 5. 6 " " i Percolation rate = S - � minutes per inch. ' CERT. #00627 � ' . PERCOLATION TEST DATA SHEET Percolation test readings made by S—P Testing, InC. o� 7-13-93 starting ar 8' 52 p.m. �Jarr� The Woodlands, Inc. 2 7-12-93 Test hole location , Hole number , Date hole��as prepare� 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 sidew�al l Kn 1 f e Depth of gravel in bottom of hole 2 inches 7-12-93 12:00pm 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 Automatic siphon 6 ,I�laximum water depth above hole bottom during tesr inches Time Percolation �ime inter��al, Measurement, Drop in water , rate, Remarks minutes inches level, inches minutes per inch 2- 8 11.4 30 min �� Percolation rate = 11. 4 minutes per inch. ' � CERT. #00627 . PERCOLATION TEST DATA SHEET �� S-P Testing, Inc . 7-13-93 8 : 53 a:m: Percolation test readings made by on starting ar ldarel The Woodlands, Inc. 3 7-12-93 Test hole location ,Hole number , Date hole was prepare� Depth of hole botto►n 12 inches.Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewal� Kn i f e Depth of gravel in bottom of hole 2 inches 7-12-93 12 :OOpm 12 Date and hour of initial water filling ,Depth of initial water fillin,g inches above hole bottom Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours 6 ,Maximum water depth above hole bottom during tesr inches Time Percolation �:ime intervat, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch ' 8: 40 refill 6 8:53 9: 23 " 3-1/8 9. 6 30 min 9• 28 9 : 58 " " " " " 10 •03 10 - 33 " " " " " Percolation rate = 9 • 6 minutes per inch. _ CERT.#00627 ' . PERCOLATION TEST DATA SHEET �� S-P Testing, Inc. 7-13-93 8 :54 �•m� Percolation test readings made by on starting at � �ea,n Test hole locatiorL The Wood 1 and S, I nC. ,Hole number 4 ,Date hole was prepared �-12—9 3 Depth of hole botto*n 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 8" COMPACT�D - dark brown loam 8" - 12" COMPACTED - brown clay loam Method of scratching sidewall Kn i f e 2 Depth of gravel in bottom of hole inches Date and hour of initial water filling �-12-9 3 �PIfi o��i lal water fillin,g 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatiC S iphOn 6 ,Maximum water depth above hole bottom during tesr inches Time Percolation ��ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • Water re aining in t st hole 8:54 9: 24 6 1/4 120 .0 30 min 9 : 27 9:57 " " " " �� 10 :04 10 : 34 " " " " " Percolation rate = 12 0.0 ,,,inutes per inch. ' +� C�RT.#�0627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 7-13-93 8: 55 a.m. Percolation test readings made by on starting at p.m. iea�e� Test hole location The WOOd lands, InC. ,Hole number 5 , Date hole was prepare� 7-12-9 3 Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 8" COMPACTED — dark brown loam 8" — 12" COMPACTED — brown clay loam Method of scratching sidewall Knif e Depth of gravel in bottom of hole 2 inches 7-12-93 12: OOpm 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 A �t�ma t i _ G i nh�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 ' Water re ainin in t st hole 8:55 9 : 25 6 9 16 53.3 30 min 9: 9 : 5 6 " " " �� 0 : 3 5 �� Percolation rate = 5 3 .3 minutes per inch. PERFpRATEO �OAMY se►No CAP �AYER OF GEOTE%T�LE LATERALS FABRfC PERFORATED lAT6RALf ..�''�r:��:.�., __ _ . �� '�� . ';�^� ...,_.,, .... GRASS COVER 6 INCHES SANDY LOAM SOIL . � �• '!''•'•: TOPSOIL , i, Y� '^��f::'^`� :LEAN SAND FILL .. _ . . � .,,. ,; ,� ,• � :;:�;;:' . i' �• ��/: � �., 'v1AXIMUM SLOPE—� � �y;,.. 3 TO I `�� IAYER OF GEOTEXTILE /� � ,�'� ;� � %' CLEAN ROCK 4' FABRIC OR 4-1NC+iEg-UF •.:y`;.• � ' � •��',/ � � ; TOPSOIL PlAWEO OR �e TO 2�/z INCHES /.SLOPI Y � ' ��f%� � �� ,s�, SUBSOiL . OiSKEU SURFACE . • �►i; %+ / 1�/ OR 2` ,,;,'��"' �;�,�� ,f � CROSS SECTION A-A PIPE �ROM PUMP�:`;•,;: ` � �it/ �'� � ; � ;�,� .� /� �' r � �'. �� f ��,y �� P+PE FROM 3/� �/ i' ',, �/ � : O' � PUMPING CHAMBER CI.EAN2F�OCK, �� ,�.�!•' ,.'�' � '/�� OIVERSION FOR � . • :'' ,;� .� �� SURFACE WATER ' � � � Y R � ' i%� 6" TOPSOIL� �.� �r�' / f�' � __ o � �'"� � ,,�''� �� %� 1-- _- .,.. i. '' • � r�- - —� -��`>•:J�,'��. ?�'j ♦ � i� 3 ��i�, . _ f R4TED I ', �, _ �'.`�`•' '� PER 0 � ._ "'�� '9"/ � MQx ( :.,j.: LATERALS � � _' - ,�. '�,�. `� ,2., . ..i�� i N �� .,, , . . . A ,��: _ , � : i - S� �. f :..i� :,,,:� ; ...�_ � ' 'ClE Op�.,,�� . • .;:.:�?�;�� — � � I' . SQNO AN . .•.�•��_` 3 • �'�i:�!�:��t�r�:�i,<�:.: . � i ' 1� _ _ s•.• i F� S � . 6.� . ,\;� � 'ry�.,•. BEO AREA � � � J' V �� pp � zl, 1�,.. .�,,: . � ; I = �R�kENAY UP � ��`�', � _ ,----��• � -' :_ �••��..-'...`, `�. ; . A -•%•'~� . A — I � V1 i VI I W A 91.�(��FRI�q� : . . , . - � W , W � m ; �aYFR — — I = ; � i — ' - i ; � �I o � o,��,,,,.,,.f3� i - INCHE��#'P � � INCHES _ LAYOUT Of PERFORATEO PIPE LATERALS FOF� _ � ; � ; � PRESSURE OISTRt8UTI0N IN MOUNO -- ' , � — ��-'—� — —� � � OiKE -----�---=0 FEET�_piKE �PERFORATED PIASTIC PIPE _, MAX. TOTAL WIDTH a��N� � �PERfORAT10N5 SPACEO 36' fORAf�ON SP I � I I � ' � 1 52E�EMAY BEP�bF�h� r��f PLAN VIEW ENO , � �„ pER V I E W pp ��. _. �� 2�MANIfOLO � � END PERFORATION OF A PERFORATED LATERAL � PIPf ��' � l-6ro��Cova � PEFtFORATIONS ON BOTTOM OF �i PLASTIC PiPE yi'/ ,t% .... .. T,w,u-_�� i 90,� '/i�t� t�r \ r�•_,` .. ��M• •LOYN Of GfOttl1U� FoErlt fa�la/" '�(ALTERNATE LOCATION y •w�trt-r ��- ,�' OF FIPE fROM PUMNI • .�---Perla ��an OrAIeJ Fiorlioniolly � //� � ,3�x . • . ,�Nlo C p lMor Top G END CAP QO., ��o n�FIe10 Ra '�'� ol RocM �y�ro Edp� p LA��RA� \\�, , ., -PKlw�ilon�Locolao al �i�/ pRArE 2 PIPE iROM . Cban SaW loyu �nom ol laiera� �� ,,` PERF PUMPING CHAMBER ' W ^�i' .�.... � � . . � "...^'�►` � ��f NG1 N . ��Platin�s�"�os�.duNa � ` � _ �F-R REOWOOD. CED/� OR WATER 71GFIT 8r LOCKABIE ELECTRIC BUX—� TREATED POS7 (4 x 4 min) ' PLUGS OR ELECTRIC CONNEC710NS— I�iNSIDEL BOXR�C CONNECTIONS MADE Z" PVC CONDUIT SCHEDULE 80 6�SPACE LOOP OF POWER CORD FOR MANHOIE COVER CHAIiVED 8� LOCKED -�— SETTLEMENT - SEAIED MANHOLE RINGS-- FINAI. GRADE �" AT IEAST 12" ' � �� BE�OW GRl10E WIRE FROM t'OWER SUPPLY --- - PIPE IS LAID ON A UNIFORM SLOPE FROM /�� . FOR PROPER ORAINBACK�� TREATMENT MEA SEALED TANK COVER �—IF PIPE AT TANK MUST 8E LOWER THAN UNION. TO GET EIEVATION FOR ORAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST OE USEO WITIi ANCHOR---� — yyEEP. HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT—� NOTES� EIECTf�ICAL WIRE FROM POWER SUPP�Y ,__START I�EV�D__ _�r _ _ MUST NOT RUN OVER ANY TANKS BUi MUST BE LAID BESIDE OTIiER TANKS 3"� `� AND MUST BE PLl10ED !N CONDUIT AIONG POST SHUT=OFF�.EVEI�Q_ � __ _ _ EIEGTRICAL GORDS FROM PUMP AND FLOATS MUST 8E RUN THROUGN CONDUIL WIRFS CANNOT HAVE GROUND PUMP CUNTROL FLOAT- - CONTACT. �� . . Figurc F-8 . METAL COvER �_ � _.� � _�_ -� � �� y.. _y �� , ;. � _ . � � �� , --� � �_�:,. : i .�_:. r; � =•��. , ; � � 4 � � �' �ir.;}_ ::f_�_ � � - - I CONCRETE ,z+�' MANHOLE RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Fiburc G14 + . � .� . VERTICAL SIDEWALL SEPTIC TANK L � //--FINISHED�GRADE '^ AT LEAST��--- 6"TO 12" SOIL �T LEAST 4" OIA, COVER 4� DIA.� MINI �AT LEAST I" � AT LEAST I" 1_. '� - ..� •,_ • .• �- • A pIMEN51oN5 FOR TANKS WITN VERTICAL_SIOES A ' -� 1 I WIDTH. W 24" MINIMUM _.._— —� LENGIH,_L 2 TO 3.TIMES TNE _WIDTH __ � DIAMETER 60� MINIMUM __ ___ , � DEPTHy�_ 30�_MINIMUM; 78_MAXIMUM __�_ C � AT LEAST -� . _0.2 D .. - 8 6"_MINIMUM� 0.2 D MAXIMUM - 6" 3�� C -- �4 D — - - AT l.El1ST 4 FEET - -- � -��' '--� r+o�rs: : /. SN�IINIVIELSAllfA61�NJCIKSIN�11A1.IF1{'(1 �. ►WN�IEWVEt1SSIWlIHEIOCAIEDW�tuNV�r+[arEs. 7 1�ICf�511NIUCC�R0�11A(711FMN11qlC5.?0'IFASf K11F�hNMKXE�9MAi1/INYMqEdOFlI�$UfYAf:E niMf1�51(Ml/yxll(KAtfI1Nn1�1�161EElOfKt�NN� 6 �r��IANLE��ENF.NUOf�IAECM'f.M'�U WKIR. 7. AN��tiI`ECIIONI'N'FO�AILEAYI�Wl:�K4MMIf:lE11 NfN�9TPpItW6NflC9M1L11E�K71E5$111ANt�NC14S pnArMMiOlE5lw.iRkLOC�1ED�NE�OOt►I�tEM�ET on��n�nw�tNa�a NlnAU1tL1UCV1(YRiNECENIEIII�+C(XIIf,t1V'FC11t7N 6 fCMIq111Z(1NIALCYl�Nx1�CN1MIIc+W�'dCNf.KkrA190.�•+D f`MISSIWIIU[IIQAAAf•ASIIICUNIln1lNEflfIHE ANAdµN4KWC1.rr0.lSfl. ONRE(PSNWCSdISNNiNIv1CC5 AIIWU)W5r4C110N ��/'(1.�/!:1 RF lOC/�t t V[!1 YVf f N T I I(�!l E 1 A/41 f ll l l l f 1 (INfl.f$. _- • • _. — • � PENCII. �AAFtKS ..� � . , 6 20� �i �� MANH E `., y �r /► =: INLET ` SCUM = pUTLET '' .� _ _ - �. :,..k � .r � �•;,-_;OIJTLET IFVEI -•� :�,r f► 3'. _.. �.—._ .� — �� •� _.__SCUM CLEAR SPACE-'� �, Y , CLEt1N OUT TAN1C VYf1EN= �; -- " ' — 7�'IS 3'OR LESS OR _ - -- — r -' �� B '8"IS 12'OR IESS :. - - = - - - 1 . �' - - `' y. .� ;.;.,..::.: ::,. . . . •. . :�:� •. . ''.:;. ;... . .r. .�: BLACK COIAR � � ��t`�'':'•��=•�.' • SLU�GE • i't �� DISTfNGU15HES SLl1DGE �'°j�".;: '•� .. . . _. .-', LAYE�R FROM 110U10 ;� �i�r�� :-�: :��. . .. + �.,•.: .i .se: �W`� MEASURE SCUM AND SLUOGE ACCUMULATIONS i N THE SEPTIC TANK � � ;- .,..,°� � �;:'�...��_ .. � �,__ � �:f u�� w \ . .w d'¢ r� .� ...ii�..s � � <: � / rt � � l✓ C/ '/ w ..,n...��r.., � 'l AV� LECEflTIFICATIONS ETL LIST SUBMEHSIBL� MP I�� CIASS I AN 1 ON 2 L �� CLASS III�IV � HL iCSiING LABORATORIES,INC. � COHTLAND.NEW YORK 13045 G1086191480 CANADIAN STANDARD ASSOCIATION s� APPLICATIONS • Shaft:threaded,400 series protection. Balanced for Designed for Continuous Specifically designed for the � stainless steel. smooth operation. Bronze Operation: Pump ratings are following uses: Bearings: ball bearings, impeller available as an option. within the motor manufacturer's • Homes upper and lower Casing:Cast iron volute recommended working limits, • Farms • Power cord: 15 foot type for maximum efficiency. can be operated continuously • Trailer courts standard length (optional 2"NPT discharge atlaptable without damage. lengths available). for slide rail s stems. Bearin s U er and • Motels Y 9 : Pp Single phase: '/3 and Yz HP- Lower heav dut ball bearin • Schools 16/3 SJTO with 3-prong Mechanical Seal: Ceramic Y Y 9 • Hosptitals 3 , vs. carbon sealing faces. construction. • Industry plug. /,through 1/z HP-14/3 Stainless steel metal parts, Power Cable: Severe duty • Effluent s stems STO with bare leads. y Three phase: %2 through BUNA-N elastomers. rated, oil and water resistant. 1 Yz HP-14/4 STO with bare Shaft: Corrosion-resistant Epoxy seal on motor end SPECIFICATIONS leads. On CSA listed models, stainless steel. Threaded provitles secondary moisture Pump: 20 foot length SJTW and tlesign. Locknut on three barrier in case of outer jacket • Solitls handling capabilities: STW are standard. phase models to guard damage and to prevent 3 against component damage oil wicking. /�"maximum. on accidentai reverse rotation. 0-Hin Assures ositive • Discharge size: 2"NPT. FEATURES g� p • Capacities: up to 114 GPM. �m eller:Cast iron, semi- Motor: Fully submergetl in sealing against contaminants • Total heads: up to 123 feet p high grade turbine oil for and oil leakage. TDH. open, non-clog with pump out Iubrication and efficient heat • Mechanical seal: carbon- vanes for mechanical seal transfer. rotary/ceramic-stationary, 300 series stainless steel metal parts, BUNA-N BIaSt0171@(S. METERS FEET • Temperature: 160° F(71°C) so maximum. MODEL 3885 • Fasteners: 300 series 25 80 - SIZE 3/4"Solids ' stainless steeL WE�� ' • Capable of running dry �o without damage to 2o we�a+ components. o so _ —� SGPnn W • WE07li 5Ff MOtOI': _ • Single phase: Y3 HP, 115 or Q 15 50 , 230 V, 60 Hz, 1750 RPM; 0 40 weosH , _ 3500 ' ' i o 30' weoane 1%2 HP,230 V,60 Hz, 3500 RPM. 20, wsaa� Built-in overload with 5 automatic reset,class B 10' insulation. • Three phase: '/z HP through o 0 1%> HP 208/230 V,46�V, 0 10 20 30 40 50 60 70 80 90 100 110 120 GPM 60 Hz, 3500 RPM. � � � � Class B insulation, overtoad o �0 20 30 m3/h protection must be provitled CAPACITY in starter unit. � DATE TIME_ CITY OF ORONO CALLED IN � Q�' INSPECTION NOTICE SCHEDUIED � � — � PERMIT NO._�5ro-Z COMPL TED )' • ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION _ T7�� 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING y 031NSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q OS FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS J 07 UEMO—FINAL 21 COMPLAINT = 09 PLUMBING RI TALL. 22 FOLLOW-UP � 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNER/CONTRACTOR TO MEET YOU:�ES_NO � COMMENTS: "' �!/� S � , a � a � � O �. � O � W � Q � 2 W � W � j � �YORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W�O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN r;CITATION ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR ❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor on ite• Inspector. White C�yAnspectoPs Rle Canary CopylSite Notice D�A,T�E/� T�IyvIE CITY OF ORONO CALLED IN l.�"`7 __L�� INSPECTIAN NOTICE SCHEDULED � PERMIT NO. _�-�Z COMPLET f � ADDRESS � OWNER � r CONTR. TELEPHONE NO. � DESCRIPTION ^ � Ot FOOTING 11 MECH AL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING � 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN QN 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS J 07 UEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI IC INST . 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC AL � OWNER/CONTRACTOR TO MEET YOU: ES_NO � � COMMENTS: D �a/ � \ a � � �� J O �. � O � W � Q � Z W � W � � d W� ORK SATISFACTORY:PROCEED C PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REIN&PECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN 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.47�73�J7 OwnerlContractor o si . Inspector. � White Copyllnspector's File Canary Copy/Site Notice DATE T�ME CITY OF ORONO CALLED IN -� / INSPECTION NOTICE SCHEDULEU � PERMIT NO.^��.z� COMPLETED '` � ADDRESS �J� S- OWNER CONTR. r TELEPHONE NO. � DESCRIPTION �� 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGlFILLING y 03 INSULATION 2M25 WOOD BURNER/FIREPLACE 19 LAKESHOREMIETLANDS � Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS � 07 UEMO—FINAL 27 SEPTIC 21 COMPLAINT = 09 PLUMBING RI PTI L. 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTIC FJA7AL � OWNERICONTRACTOR TO MEET YOU: ��S_NO � COMMENTS: — � YN �' � a � a � � � O � l � � S O � W � Q � 2 W � W � � O W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE O RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANfNT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN �CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContractor on Inspector. White Copyllnapector's File Canary Copy/Site Notice � � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � �'� PERMIT NO. �5�z COMPLETED ADDRESS � OWNER CONTR. �,��r�jns TELEPHONE NO. � DESCRIPTION I�DCK� �� 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS O Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q OS FINAL 13 METER SETlTURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 UEMO—FINAL 27 � 21 COMPLAINT ? 09 PLUMBING RI 15 SEPTIC IN 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL� � OWNER/CONTRACTOH TO MEET YOU:_YES rN0 � COMMENTS: C :� ��°Yl.�rn�� /� Ol-� a �l�P��a�c �7'13.t� �av�� 0 � �� SU ��' � �l � �g��¢e �a � ° �S�r��1F, Y" . �iP ✓�c,� ��,��,� .�� W � k•�� /c3v � e Q � Z � � � W � j �ORK SATISFACTORY:PROCEED C PROJECT COMPLETE W ❑ CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REIN�PECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ` pHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR � GTATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContracto sit Inspector. White Copyllnspector's File Canary CopylSite Notice D TE TIME CITY OF ORONO CALLED IN �Z3 INSPECTION NOTICE SCHEDULED ��T PERMIT NO. �� COMPLETED '� ADDRESS D C�o - • � OWNER CONTR. ` TELEPHONE NO. � � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS � 07 UEMO—FINAL 27 SEPTIC MA1 T. 21 COMPLAINT = 09 PLUMBING RI EPTIC INSTALL. 22 FOLLOW-UP v 10 PLUMBING FINAL EPTIC � OWNERICONTRACTOR TO MEET YOU: ES_NO � COMMENTS: ' � W � a � � � O �• � � T\ O � W � Q � 2 W � W � � d W� �WORKSATISFACTORY:PROCEED PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL REfURN _n_,CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑INSPECT�ON REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwneNContractor on te• Inspector: ''�r� White Copyllnspector's Fib Canary Copy/Sits NoGce