The URL can be used to link to this page

Home My WebLink About1991-003938 - sewer/water replace EIZ�IIT CITY OF ORON� � PERMIT TYPE: 1335 Brown Rd. South • P.O. Box 6r ?ermit Number: =:E Wc�i t� Wf�TEFi Crystal Bay, Minnesota 55323 Date Issued: ;-7{y:�'�:�;'� (612) 473-7357 C��=t/�,�J_=t 1 SITE ADDRESS: =1� °�I�t'E� M�AD��i� f�R �'__;. F'. i . t�i. --�. �.::—�=;-1G;;:—txty(;�� DESCRIPTION: ��14 t 1' t�.�t ��•r'l' !'"t=`!'{f!1_�• � y�'t� L%i`St=!�!�(�LL+ 't�i !H��'t �'" ' c—•,r - -•T�r�� _+CW�I' Lt �.�tit•r'1' °�__��!'F�. T�?"1-''r= �''.C�"�?_i-i�� L:4.i•:��y � �/P/✓ � , l 4 1 . wa. � ti�r� ��° «r � �� c��'� j%� Y �� ' rM�rV��'t 1�w �`�° � _ `�.�': % 7 n�p ��"� _ - �� '��1 ' t �� '� �� r � �uµ�"�H�� ,�� `� € �� '�� ..+�� __ Y a7,�#�. f = ;�� . � � 1�r ;�r "�,� , ��;' � � L,IT�Yy��jG'�'F ui�l�i�f'jY'i�' ,•t`.�. , .�'� �` . Y,�•n .�r y � ... ��il�l'!F�[�jr�L Lt!�34L .. . . . . . .. . i V��V1f � _ !i i i t'� �/� t l� 1 L �— REMARKS: +:r::.:!}�j� � .Lt�t,. k• �1 �Ef�3' 7 .�� L,��L.el F�L Ay�j 3�t��iy►,�� i�ii•ii..i�i—i�fililti !{�iJ FEE SUMMARY: �� "` ' CtJVJ 1 • L ��'.�'.�t'3'1 8�� F�� ;�_�. t�iy '=�u�•c�-�d��a� -------- —�'-��_' `f��•�l Fe� �:^�it. 5ti CONTRACTOR: __ ��1 i��l� __ OWNER: :-;t�LL I VAN�:=_ '=;ERV I L.E:; I��1�: �47:.�.:�i;{r �_=i:N I E�D:_: _i�rH�� :�;�,�,i� HW 1 f C�1 := ��f� :3ILvEF`; I��r=��:�i fW L1R s�.+N`�.�ATA i��i�, 55:��`_=�1 I�l�iiJtdt i �°i;�1 ��,:=�5�� `-. f,. ,,_ i !._�-...r.'..:j[_;, - � � . �. . iF•-_`°'- � ---._._--- - ------ ------- —.�._...__. � =- !_fr- i i�,�_t_..r.r__,�r,�. �^...P 9� _�-..:;.��. 1 t�fG s:.\.L+�£'f''�=��C,L.` I��" €'•.C��.:�t7� �:C:l�;:_ii=:�� i:— —'iMr�' T'� —.i: 's�;� :.f,�-.. _. ,_.. _. . 'J h '{` _ _ i !i.!•v�_. _(: �f� �ir«r�.,r s 4'"'%-. 'r"{�t-IL ,(!Y S i�4'�r I IE 1�E 1 •=� —�F��_i� i�t t i ��^ ' +' — � c..� �-i S i I � {=3�.:`: .�.i__� t f 3 �1�_i = � '� i 1 i,� :: r -•�r y:r T � i._,._ t� � � ri:_�_ �'_ � ��. if�i �f 3 :'( ��:i i;ii l_�.r�;Vi�_I�_ 4a.1 {¢"` ' =` t: �—!F ! �w.� ,r`t' 's_t?- - r.�.-� --•r:r:s . ,_ ..,- . ,rs - - t� �k.._.�_.,_ - - �„i�{ i}yi� i_in��i�ff-ll�4i•�:_:_� t-Ifs:s t _i t-�3 I E.. E..t� I'i i.�'4Fti�.W�i_� i Yi t-�itJ.!_L�Tl4;.i t`I i:- �i�.:�l l '� ' -h. ..� I �L:�- !_-- !"._..i'•_'_j-i F"_3 rF�...!�� _ . �J V APPLICANT/P MITEE SIGNATURE ISSUED BY:SIGNATURE SEPTIC SYSTEM PERMIT APPLIC1�..a2R - PAGE 2 r � Permit Type � Fees (check one) New Construction, Full System $75 . 00 . . . . . . . . . . . . . . . . . _ Replace Existing System (1 or more new tanks & drainfield) $50 . 00 . . . � Partial Replacement (replace just tanks or just drainfield) $30 . 00 . . . $0. 50 State surcharge added to above �ermit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION �********************************�************************************�**:* NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appro�riate boxes. Initial � F. � l. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. � r� 2. I will be installing the following: A. Tanks: Precast Concrete Other Manufacturer ��>c;=�,•,��, Tank Capacities: 1 ) gal. 2 ) gal. 3 ) gal. B. Pump Station (if required) Pump make & model �x;s�,w.,�., (attach pump curve & literature) ; system design requires gpm at feet of head. High water alarm make & model Outside electrical work to be completed by _installer electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches : s.f. X Mound Depth of rock below pipe " Rock bed dimensions �'x_SS' Drop Boxes Sand bed dimensions ��'x �S"' Distribution Box `'Pressure Dist. Pipe Diam. z " ,Manifold Pipe Diam. Z " D. Final Cover/Topsoil to be: � borrowed from site (show location on site plan) x� 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. Signature of Applicant: � z2 � h� Date: �j- /l-�7/ MPCA Certification No. : �� APPLICATION FOR SEPTIC SYSTEM PERMIT CITY OF ORONO 1� � Box 66 (1335 So Brown Rd) Crystal Bay, MN 55323 *******��*:******:***�******�***�*************�*:***:********:***�****�:*** General Instructions: 1. You may apply for septic system permits by mail or in perscn at the City offices. However, permits will not be mailed out and must be picked up 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-installation site inspection to include inspector, installer, and genera 1 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 final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. �******�:*:**�**�*****��**��**t**�*t*:***********��*****�***�*******#**:#** JOB SITE ADDRESS: � /� S��v�� GZ��4L�U,� �,,�, Occupancy Type: Residential C Commercial Other Owner' s Name: S�a//„ �/5� �; Phone: Mailin Address: � �' ��-�- � � P: g �J% � � �6�� i� c��.�� ,�, CitY: C'�t--��,.� Zi Septic Contractor' s Name: �, /�;��;,; �, s��--v; c r 5 --�r�� , Bus. Phone: �-i71-�/,�Y�� Mailing Address: a��; ��;w:,,, ��-,, �,� City: �,(_,i� ,�� Zip: 5-,$�;��/ *�*:�***�:**t****: **��*�:*� �*�*********:******:�*�#*******��*#*�*�***** - over - o�� ,� ��----- ��/,��J . � 3 � �� , . CITY OF ORONO Permit # - S$PTIC SYSTffi� APPROVAL Fee $ Entered By The General Contractor will be qiven a copy of this report and is responsible for its distribntion to all snb-contractors. SSPTIC SYSTEM DESIGN IS NOT CONSIDERED AS APPROVED IINLESS THIS SHEET IS ATTACHED. LOCATI ON: �� S/✓�1� /�� ' GENERAL CONTRACTOR: PH��' S$PTIC CONTRACTOR: p$��' OWNER: PHONE: �PPROVED � CONDITIONALLY APPROVED: (Note Changes Below) COMMENTS: � ' � � � / k 3 x �3 � a • .�1',� e4v�P, GrS v � � ' sz� . � ' � � app o`al of 1theA2nspector (473 7357)S Call forP�inspe tions 24 hoursPin advance ave prior POTICS TO GBNBRAL COPTRACTORS: Primary and alternate drainfield sites MIIST be protected prior to and after system installation to anoid compaction of the natural s io 1. �y; Dg��,y� � MII�p Bg ggp� OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings wil I not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. HO vBSICOLAR TRAFFIC OF AHY 1CIND (cars, trucks► earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You could be held liable for damaging sites on neighboring lots. DSHICIILAR TRAFFIC CAl� C�OSB SOIL COlIPAC'PIOH, RBI�DSRZHG DRAIAFI$LD SI'YSS DPDSBBI,B. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy wiI I be issued. �� !/ Date Approved By ity o Orono a _. � . . � . �7'P T��TI�G, INC. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 September 3, 1991 Sally Olson - Burnett Realty Lot 2, Block 1 Meyer Dairy Addition Orono, Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1, four bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are SCS soils ma�ped - L+B - LeSueur loam. This site has an existiz�g Pressurized '�ound System which extends onto ,the adjacent property to the north. A seasonally high wate.r table was located at 24" , 28" & 30" , (mottled soil) . Due to the seasonally high water table, a completely new Pressurized Mound System will need to be installed. Therz are 2 septic tanks & 1 pumping chamber that may be used upon approval by the local Inspector. The soils at a depth of 12" have a percolation rate averaging 4.1 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) . . CONT' D , Sally Olson Lot 2,B1k.1 Meyer Dairy Add. Orono (2) 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. Additives must not be used, they may cause harmful damage to your septic system. Recommend to pump your tank every year if you have 1 tank & every 2 years if there are 2 tanks. Steven B. Schirmers �S SBS/ds . ' . ;1 —40'�. .4�.� - . \ � � � � __AY4�;�� . • , � � � �� n�s-T��L� -— � � � � SK S T�r►�t - ,� .\ l ___.,� D�� tiJ � i � � � -� :: ; ,. ''��,..�._ w�a�v� ��,��-,�-� - • � ' I r, . / ` o�F�F c� -t1-��- 'P�o'po�� -c�,a-tC��c��.�-� , , , � 1A-'i-�-�1 •C5�'FoR"E �$ 1�4"�C€'R �oN'fCF-��cC�o1-� .�- �`� �� x � Ta . 'fl� .f . r q b$ ,�h . . .. _ . . _ , , ../.�� , , . ' {� - � . . �. f e ��i`'�. . �� ,�,'b A,i '�'fb� � • �� P \ �,/�r �^�� . . ' ,X � �` � ' � �. 8 �� / ,� l�ta`YC L � � ' ��p �t � � v � �t�s�f-al.� •, � 3 � Yg ( ��.5 �• �� Hous�;s. ,. � (� a�, �; . _ • - . . . ��` ��4� /�� Y- .i .: ' O V v�� 7 � X x ` �� i k ` a � �3.. ,,� / ,��r1 �''f i,R�,n � � a �' �� • �.aC��i'fSf-U {- d � �� I� y rt ' �� 1`.��'�- � � ,r� �v / q�.� L d-� �pow'\ // �t'q7.� - , � / �� , �O a .s ' , '�gz.L^�.='�oP D� 1-ox1-�-A1�"�- Lof-�c_R�-�t-� �_ X ��.�G . � S�-745� '6 L_ J[�L�.�� _` �C Z rn N ��" \ �c C \ q�N X F�y`� _ \ � t • � • . �r_ �c / �� 6 P�co�ot;on Tests Scate�..1 . - �, X$oil 8ori�gs ' o �Benct: Mork v, -� � \ � ` � Note= This sys!em is Io De construcfed to meet . �a �' � the Mnnesoto Poltu!ron Con!ros Agency �f—�"� Chapter 7080 & �Local Ordinan� _ �_�� r� ' � Check all underqround utilities f'RCpERTY OF: `,1-.'i._t.�,' O L.So,�-1 _ Lb�_�i L� �- _ . MC�{.�� bA��R-��-h��T�c� _ • ' R��o�o mr � y��t�. � v. S-P TEST/NG/N . s�- � . � , . Desi;ned By: Q•�--�- _c.= = - — � Do'e�2/.�/91� PH.6t2-497-356E . + . . . � �s' , , ��.. ty' � _ 1 t� 1 � /o'+C �Ig`z+c.� ' +,7�; � �i 'y�r--'�` � �n> " - -- t— � � • 'S '�O� 14� � 1 ! — .S ' . 1 h�,, v � ��'� 3 0 "� �_ ..C'�'.) ;.�,, l4� �y � -��'- 3.5 ��vF.`�• 3,�3.� 3..�' so�-sr1 $ 'E�-1S'� � � � /.G SG1lo � . ^3'f� � _ � Ai n.�l b`•� � �_ � . F�t�� V1�W �;,-��y� � - SE?- BACKS � i � � � �o�.f 1� � ?� ��_cC`.'l�Y+�� t , �y � so:�--�� F��. HOUSE • System must be� ' � _ Tonk �L� from property tines X- s�'�Lt�*� _��- w�0!1�—. • # �.1,LL 1?AS�'"--�z-�r' � � fr�m well5 �x�s-ri sa-�, �1F-�P.�w,Q .� frOm b'd9s. jN �Nv" �-'�'-'�¢ '-'�u�L -''Yn;, , � Treo?ment oreo =�fromlakes ,=�streoms Treatment orea �� from property lines NOTE�Power supply and switches must be bcated in a ' M/+N►{o�f 5 +++�» ►a." . ��'�from we1l5 weather proof enciosure outside the pumping chomber ond monho.e • � GALCF�t� ao'irom b':dgs. r -, �v 'from trees '� � SOIL S�RlnG ELEVATIONS � � , r - .. c � �min. ' ' TH=1 �L.-3`�:� Tank � :'� 2 ��d�.su � � _�_____-�-- grode—% TH�2�L.�.2�P � _Drop to Tonk Tonk ': pRESSURE DISTRIBUTION MOUND SYSTEM TH'3 EL-� r Th,"4 �L-� • �� . G_t-��'S�E�- rr A�-'1 �c Lv , . . h1in. i to 8 '�,p�mPi�9 TN. 5 EL'-� Mox.i��to4� '� ��P T�R1.3�� Sla�A�L.oc�J E�EIIAT101 ot PROPOSED Pt..'MPIN; Chomber � 4��10 6��dio.pipe �"` x��-c"»�.-rA-}�Y � 'P:�v„Q w,+a� n� CH��"�Eft-� ? Lssc�- �..1Pc�-�. 7�+P?�c;vA � Cb'�( �Cla� • . t,t�o�=.�o s+-s Fa,r,f,}u L�rFmp�..-y_-q�,� i SYSTEM DESI�N -MOUND LUGz� L 1 �S�G-vro� . , .�-�� c� �� >> - �,�.`, I TYPE-�, � BEpRppM , Ave�oge percolofion rote�_min./inch (design.83sq.ft;reafinent orea per gol. of daily sewoge flow) L,N� *'9-� �''��s �=. ; . �:.52�,gal./dny x.83sq.ftlgol. ` ` sq.ff.of lreatmenf area +10%=�2 sq.ft. (.= IOft,width=�.�.ft.lengfh of bed area+side slope run.�io I x�:height= _�..ft.x�f1,lown•area needed) � � Clean rock needed- C' u? sq.ft.treatment area x �•a�� dep�h af rock:��' cu.ft=27=��cu.yds.(3/4��to 2 I/��dia. ,incJudes 2��of rock above pipe) � -��,� Cleon sond fill below rock needed 1��cu.yds. approx. , sandy bom back fill a��' a.yds.approx., topsoil 6��.�.�.cu.yd. ..��• ��-�'�6 �K�-�a /•�- • N�xnber of lanks required a , Ist tank a�got. �2�1�►kL��:qal.mirrTxms R.u�� P►.�mP,Nv �t�ia��i.�D -C� A�c �.o �o -�o -t'oeso��..co� ��.,��¢.__s_��._2Q_�u��-��, �x � Pump�g chamber capacity- 25% of daily sewage fbw of�:�gal,=1�gol.+reserve sforac�e of 15 0�ts�/BI� -�'^ gol.+pipe ba:k dr�u�age- � PROPERTY OF� �ALv`� C�L-So�-t _ of��go�./IOOlin.hof a "dia. svPP�Y Pipe, lin.ft.needed�� _,L`- _gal.{mon'rfoldl�gaIJ1001iRftof a-"dia.pipe,ln.ftneeded� � a gol. + n-ra } LL� 1 �, totol copacity needed `��gol.(P�us �rea for pump) usE r►��r�. >oo� �al.�G,�- � ��,f��rs� �A��y r�v� r�i n�! ' Distribution pipe �L�`da. , ��.9._(in.ft.� �_.��dia. perforot'ions��opart p�y.c }a c: m�� . t-�F.}a;� . C�. - Pump s¢e ��3 hp. (pumpable capacity '��..gol.4cycles/doy) u�� /��' H�n.v �Q-c:.s _S�.Lsc.�t�U�� y D w+�h. - � �--� - S-P TEST/IVG �IVC. • Note� When cons�n,cting bed � � this oreo shoub be shoped Note= Distonce from treohnent oreo Io ne�qhboring wells- � �` � , ��,J;,.._.;- La�Fu'CE=� � ��-� [�a � Designed 9y��-- .• - � ' � to divert run-off from eMerinq treatment oreo. � 1 � Doie �„�/.Y/� , PH. 612-497-3566 � . � � . MOUND DESIGN WORKSHEEt (For Flows up to 1200 gpd) . A. �.�W 14nima�ed Sew�e�knw ie C�Ikn�pv d�y Estimated p d (see a�res D-7 or I-3,4,5) �- � �`"�� Op p d um Y or measured — gpd x 1.5 = -- ��,� �'a� �'°° ��'�"��' �'� ' z 30o zu i�o B. SEPTIC TANIG LIQUID VOLUMES � °S0 '0° 21 w 4 60Q 77S 236 ww a --�r, n � galIons (see pages C-3 or C-5) '. 6 9 o su ii �•�� . � �oso � »o e �soo bn �a ..:. C. SOILS (refer to site evaluation) t, 1. Depth to restricting layer = ��1 -rn 3o v inches "°`"`T"'`c.'""`"+`"'""' �w�e�..r MM��iy�/ (.p�dpp.ay.�r 2. Depth of percolation tests = � a., inches �� -*.+•� 3. Percolation rate � . 1 mpi ljr p ,a ;n 4. Land slope °!o ; ,`, ;;; �' ew�9 .. D. ROCK LAY�R DIMENSIONS - 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = , C� c. gpd x 0.83 sq. f t./gpd =�sq. f t. t�o`%a s'-!��' 2. Select width of rock layer (10 feet or less) = I o ft. 3. Length of rock layer = Area+ Width = s�'� sq. Et. i ��f t. _�,_f t. Rock Bed - tir•r•r.�•r r•r.f•r•r•r�.r•�iT�•r T •ti••.•ti•`�•'�•'\•ti•�.•5i•t•S•t•V•'r r•.�•.••j•j.r.j.f�l�r•t.j.t.f..• �••.•ti••,•ti••,•ti•ti• •,•�•ti.ti•ti• lifdth S10 tt r•�•f•r•�•.••r•r'��t•I•d•t•t•r E. ROCK VOLUME `•�•�•�•t•�•�•y�•�•1••••�••,•••• •l.j.f.j.f.f./.; ,�• .�•f.:•.�•j �-- Length 1. MulHply rock area by rock depth to get cubic feet of rock; ;y,�,sq. f t. x .�s f t. _�;cu. f t. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �cu. ft. +27 = aL cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. y��i: = a�� tons. F. ADSORPTION WIDTH -c�m 4 tc�►r�r�, , � � Abaerption 1'Vtdth SitinX 1Lbic 1. Percolation rate in top 12 inches of soil is L mpi i'atolstloe Ra►e Wlloni Ruia of 2. 5elect allowable soil loading rate from table on page E-; �aM��.a. s��r�x�� r��.Y�� AMo�ia+wkhA � � Ineh IMY�) Wure fwM M Roek L , -�� SP�/r t� wN��h�' 3. Calculate adsorption width ratio by dividing rock layer Ftaeriiw�nA.1• �s.„e .._. _ o.�as se�a t.so �.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; .o.�w s•• ��s.�a•• o.�0 2.�0 6 a 15 Saidy 4,rm 0.7v �.St 1.20 gpd/ft�+ . ��s gpd/f t2= � •Ce 7 . si o i s�i�°it.� °o.o i:.�«►o Check this value on pab�e E-l6. ,�b�, �''�,,�"" a�; s:w 4. Mulriply adsorption width ratio by rock layer width to get S��;;�� r --- --- , required adsorpHon width; , . �. r��x I v ft = d�,, ft . �. . DOWNSLOPE DIKE WIDTH 1. If landslope 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 � , U feet �w� so•� e-. �.S b. Multiply rock layer width by landslope to determine drop ,��,... in elevation; Slope Dif`erence ,�p�, - x ---0l0+ 100 = .__._ feeE __�.,.�...,� c. Add depth of clean sand depth of clean sand for ��.��. , ��„� separation af upslope edge(2a) to depth of rock layer to -- N�,�.Ww�,� rock depth and the depth of cover to find the total mound -�`" ,�.,,,,,�,,,,�,,, height at upslope edge of rock layer; --'"" "``-�. /, �, ft + lft + lft = 3.Dfeet Nw ��-� d. Enter table on page bottom with landslope and ��pslope dike iatio. Select dike multiplier of '-f .. e. Multiply dike multiplier by upslope mound height " to get �.�pslope dike width: �_x 4 = i�_ fe��t '�� o�-. , . f. Add the deptli of slope difference(2b) to the ups?.��pe height t�get the downslope height � • p+ . �`� ��,.,5. feet so�� Y ��-� g. Enter table on page E-18 with landslope and downslope dike ratio. Select dike multiplier of t-I h. Muldpiy dike multiplier by downslope mot�►nd height to get doHmslope dike width: 3•5-x � = l4 feet �U• �� - ,._ . i. Mininrrd�im'mound width is the sum of upslope dik.e width plus rock layer width plus downslope dike wi�jth; �:; �:;: ::; ;.::,::;;:.::::.?.:;::;::.::;,:: =ft-�---ft*-------ft= - feet Rak�cd•o �`wditi''`i'��`. :upibpe akr w;dili'��' j. Subtract the Minimum width G.i from the Absorption "�'''� ''`'�'�'`�''`�' ��:��:::; .� width F.4 to find the Additional Downslo Itak licd Lcn Kh�� ?;�:;i;;� pe rec�uired for � . .. . ... : ., .. .. ... .. Absorption . .: .:�:�:::. : �:: ::: :� ::� ..::. ..... .. __________ Upcbpc�ikc 1N'dth�.'1� . �::;Up�bpc llikc W h,�_ ^ t �' ��di . ' -fr- -f� _ . . �ee ,��.�1.W. .,, �:�::;.:;.;..;..r.•,.. k. Add the Aciditio,►a1 Downslo e re uired for Abso tion�: p � � 'Ik wrelopc.Dikc'INidih.��.�y:.c to the downslope dike width and recalulate the Total •:�:•.;:::;•.:::::;::::;:;::::::: Mound Width which is is the sum of upslope dike width plus rocK layer width plus downslope dike width t L ft +��f t +�y f t = 3� feet �'---r°''��'^F� `�3 -----.--.,� l. Total mound length is the sum of upslope dike width . plus rock layer length plus upslope dike width; !�ft + 5�'" ft +�ft = �_feet 9:� �:t s•wns c�pe &� '7:� a:� �:t s i�� t 7:� a:� T.dope 0 3A {.0 S.0 60 7.0 3.0 1.0 S.0 6.0 7.0 !A 1 3.09 1.17 5.26 6.JB 9.5� 2.91 ].e5 {.76 5./6 6.51 9M • 2 3.19 �.35 5.56 6.82 B.t� 2e3 �.70 �.51 5.36 6.1� 6.90 3 330 ISI S.As 7.J2 814� 2.75 J.57 �.35 5.(M 5.79 6.15 i--., � 3.t1 �J6 6.15 7.89 9.71 2.68 3.15 �.V 1.81 5.�6 6.06 S 3S1 5.00 ' 6.67 8S7 10.77 2.61 3.3I �.fX1 1.62 5.19 5.71 6 �.66 S.M �.1� 9.�6 12.07 2.51 3.27 3.85 �.41 �.93 5.�1 7 3.s0 SSb 7.N9 tOJ1 13.�3 2.r11 3.12 3.70 �.Y! �.70 5.1� ! 3.95 5.88 8.a1 1151 15.91 2.�2 3.47 3.57 l.QS 4.19 ♦.19 9 4.11 G25 9.Oi 1).(14 1A.97 2.JI 2.01 3.15 3.af1 I.aO �.65 10 t.29 6.67 10.0 iS.QO ?73J 2.JI 2 M4 3.SJ ].75 �.12 1.�/ 11 IA! �.1• 11.11 17./S �ol� 2.26 2.78' 3.27 �.61 3.v5 12G /7 �.b0 7.M 1250 Z1.tI ��75 7.21 ?.70 �.17 7.10 �.Iq �,OY � � • PRESSURE DISTRIBUTI�ON SYS't-'�M E"� �"`O�"T'°" °F • PERFOqATED LATE1t�L ,�a«c.w. -z--�- 1. Select number of perforated laterals � ��.T.;""" . �•i� �y�r�I N o..N.�N.rwk t••� • L�MM�M�/LI/M , :.Nch�Mr�1 11�►M hr i� � �n111 /«M�/� � 2. Select perforation spacing =�?�_ feet , �M�� w��.,,„„k..;% � , ... . . . 3. Since perforations should not be placed closer,than 1 ft. to � �� ". �' " . ''� '' ""`� �`""� -v«Iue�Nn IwIN.1 the edge of the rock layer (see diagram),subtrac�.2 ft. from c�s.�.u„, MINm N L��rN the rock layer length. , h�'INcMN l�iM l�Nr�� . �k,,Y"�-2 ft. _ ��, feet TABLE Or i'IiRFOItA'tiON DIS�IARCI'S IN G1'M 4. Determine the number of spaces between perforations. H�a n��ro�--�-�t� Divide the length above by perforation spacing and round down to nearest whole number. '�_ '�. t.Oa OS6 0.74 Len th rf. s cin 53 f t. + f t. = i i s 0.69 0.90 8 Pe P� g = �#3) #2� -,�spaces z.a, o.eo �.a 2.5 0.89 1.17 5. Number of perforations is equal to one plus the number of 3.0 0.98 12R d.0 1.13 IA7 perforation spaces . s.o i.ss i.as aUx 1.0 foot of hcad for residenNal systems. �spaces + I = � � perforations per lateral bUsc 2.0 fcct of head for otherestablishrnrr�ts 6. Multiply perforations per lateral by number of laterals to get total number of perforations. ,�-. .� � � Table 2 , � 1ltsaimum Nb�rsele n�mbar of qu�l�r ineA porfun�iwn� x - � erforations w ►alcrsl� pMs/Iaienl- P Islaal ta Ru�nnta<10�Uluhut�vviotfu� �"�"��+'°'"� 1.25 inch 1.5 inch 2.0 inch 7. Determine required flow rate by multiplying 2,5 14 18 28 number of perforations by flow per perforation 3.0 13 17 26 . 3.3 ]2 16 25 4.0 11 15 23 5 4 .� ' S.0 10 l4 22 �rs X a��►r= U v gpm. 8. If laterals are connected to header pipe as shown on upper �`'� "'"°""""`". example,select minimum required lateral diameter from .,�„ table 2;enter table with perforation spacing and number of perforations per lateral. Select minimum diameter for � , perforated lateral = inches r,,,,.�z�� ti�� ., 9. If perforated lateral system is attachett to manifold pipe near the center, as in lower example, perforated lateral length and , �^..r'��:,.� �� . number of perforations per lateral will be approximately one c�"""""" half of that in # 6. Using these values,select minimum �=�� :�� diameter for perforated lateral from table 2 --�r�--- � � perforated lateral = /! z" inches � • •�� ..� . ,��,,.A'"� �a►� PL�P SELECTION PROCEDURE A. Determine pump capacity: � Gravity Distribution ENO PERFORATION OF A PERFORATED IATERAL l. Minimum su�ested is 600 gallons per hour(l0 gpm)to stay ahcad of �.�„„�,,,., water use rata . ' reowu �,�� 2. Maximum suggested for delivery to a drop box of a home system is 2,700 =-`-, ,. , �.-� Sallons r hour(45 TTI� t0 revent build-u pf 1'CSSUTC lil CjTO bOX. � �bm �� °w'e�oesu.iu�Fark ta rwr- P� $P P P P P r �w►� ��a.,.�i,.,«�«e.�«.�N .�,e.ce,wM oeo«) rr wq�e �� PNloro�Nn dNhO/1M�»NINI� ' Pressure Distribution ,.y+� �-•••• ��o�ao �� Ho � 3. a. Sclect number of perforated laterals � �i'%�w . �-�� «� ��'�•� .�QraM fllld W�t� •1 Mck.lapn� b. Selcct perforation spacing= � ft. P„r,�,,,��,�.� c. Subtract 2 ft. from thc rock laycr len�th. ��a�w�,�, e."°^..' �.,.ro' �-2ft.=�_ft. aiylnel sel� hep�rlr Sc«irNd Be1ae VlecNp Serd�eyer d. Determinc the numbcr of spa!rs betwcen perforations. Length perf.spacing=�3,ft.+ ? ft._�spaces TAi3LE OP i'LRTaORA770N DISCHARCES IN CPM c. �spaccs+ 1 =_I Si perforations/latcral ' f. Multiply perforations per lateral by number of laterals to Hcad Pcrforation diameter(inches) g�et total number of perforations. _ �C� x � � rforations. ��" '�' '. . �...�- `' P� . �.oa a.s� o.�a �' � "a.�= U D gpm. �s o.�9 0.90 x.ob o.go �.o� 2S 0.89 1.17 SELECTED PUMP CAPACITY 4 (� 3.0 0.98 1 Z8 8Pm 4.0 1.13 1.47 5.0 1.26 1.65 ._ _ B.Determine head requirements: l. Elevation difference between u and int of dischar e. aUu 1.0 foot of head for midentiet systenu. p p � s bUse 2.0 feet of head for other at�biishments �feet 2. 1f pumping to a pressure distribution system,add five fect for pressum mquired at manifold S feet . 3. Friction loss Pipc Leog�h . a. Enter fricNon loss table with gpm and pipe diamctcr. � Point of Discharge Read friction loss in fect per]00 fect fro�n table. `Y� F.L.= a.L ft./]00 ft Of pipe Elevaticm Uiffercnce b. Determine total pipe length from pump to discharge �P y� point. Add 25 percent to pipe len�th for fitting loss,or use a fitting loss chart. Equivalcnt pi}xr F-18b length-].25 rimes pipe length= /� 1.5 inch 2.0 inch 3.0 inch ' /_� X I.ZJ= �/y- ECCt s� Friaim loa pct 100 ft of Phb c. Calculate total friction loss by multiplying 10 0.69 0.20 friction loss in ft/]00 ft by equivalent pipe length. 12 0.96 0.28 Total friction loss= �•�'i x �7 y +7pp¢_�_feet 14 1.28 0.38 4. Total head required is the sum of elevati�n diffemncc, �6 ].63 0.48 special head requirements,and total friction loss. �g 2.03 0.60 20 2.4� 0.73 O.11 25 3.73 1.II O.16 �_+ S� '+�_ 30 5.23 l.55 0.23 �1� �2� ��3c� 35 7.90 2.06 0.30 40 11.07 2.64 0.�9 45 14,�3 3.28 0:48 TOTAL HEAD 1 ti' feet SO 3.99 0.58 . 55 4,76 0.70 60 5.60 0.82 -' ^_. Pump selection �. A pump must be selected to deliver at least ti o gpm (Step A) with at least 1 .� feet of total head (Step B). . , L«lj , ' CERTIF•I.CATION # 00627 Loqs of Soil Aorin�s Location or Project Sallv Olson, .Lo2,B1k.1,Mey�r Dairy Add. , Orono Borings made by S-P Testinq, Inc. Steve Schirmers Date 8-27-91 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other ' Auger used (check two) : Fiand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 98.3 f�et Surface elevation 97•� 0 - 0 - Topsoil dark brown Dark brown loam & loam brown loam mixed 1 - 0 - 1' 2" 1 _ Q _ � , 4„ Plow Layer Gray�brown loam - Brown clay loam 1 2 - 1 8 r3rown clay loam 2 _ 1' 4" - 2 '-MOTTLING 2 1 ' 8" - 2 ' 4"-MOTTLING Olive brown clay Olive brown clay loam loam 2 ' 4" - 3 ' 2 ' - 3 ' 3 Olive3 ' - 3-1/2 ' bro�'oar�and 3 - Rusty olive brown clay loam Rusty olive brown 4 silty loam 4 - 3 ' - 4 ' 4" Rusty olive brown silty 5 _ 3-1/2' - 5 ' S _ 4 ' 4" - 4 ' 10" loam Rusty olive brown loam w/traces of silty loam 6 - 6 _ 4 ' 10" - 6 ' 7 - 7 - - ., 8 ' '_ 8 - . End of boring at 5 � feet. End of boring at 6 � feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, hours •after boring. hours after boring. Not present in hole X Not present in hole X . � ' Mottled soil : Mottled soil : Observed at 2 � 4r� feet of depth. Observed at 2 � feet of depth. Not present in hole Not present in hole Comments: Comments : . L�13 , C�RTIEICATION # 00627 Loqs of 5oi1 Borinqs Location or Project Sallv O1son,Lot2,B1k. 1,Mever Dairy Add. , Orono IIorings made by S-P Testing, Inc. Steve Schirmers Date 8-27-91 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Fiand X , or Power , Fli ht g , or Bucket X Depth, Boring number 3 Depth, Boring nur,ber 4 in in feet Surface elevation 98' 3 f�et Surface elevation 97�3 0 - p - Topsoil dark brown Topsoil dark brown 0 - 10" loam loam 1 - Gray �p�� _ 1, 2,� brown loam 1 - 0 - 1 ' 2" Gray 1' 2" - 1-1/2�brown loa Brown clay loam Brown clay loam 2 .- 2 - 1 ' 2" - 2-1/2 ' -MOTTLIN . 1-1/2 ' - 2 ' 4"-MOTTLING Olive brown clay loam Rusty olive clay 3 2-1/2 ' - 3 ' 4" 3 - loam RustY 3 , 4�, _. 3 � 8�� $}aVeloa n 2 ' 4" - 3-1/2 ' Rusty oliv� brown silty lo 4 - -s, H„ - 4, 2" 4 _ Rusty olive clay Rusty 4, 2,� _ 4 , 8„ ol}oambrO silty loam Rusty olive brown sandy sil 5 _ 4 ' 8" - 5 ' loam 5 _ 3-1/2 ' - 5 ' 6 - � 6 - 7 - 7 - � . ^ g - •- g _ . 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 feet of depth, hours after boring. hours after boring. Not present in hole X Not present in hole X � ' � Mottled soil : Mottled soil : Observed at 2-1�2feet of depth. Observed at 2 � 4" feet of depth. � Not present in hole . Not present in hole . Comments: Comments: � '�CERT-:#00627 ' . PERCOLATION TEST DATA SHEET Percolationtestreadingsmadeby S—P Testinct, Irlc. on 8-28-91 startingac 8: 20 � m. Lot2,B1k.1,Meyer Dairy �c�d. 1�� 8-27-91 Test hole Io�alio� . , o e number ,Date hole was prepare�� Depth of hole bottom 12 inches, Diameter of holP 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" �Qpsoil dark browr. loam Method of scratching sidewall Kn i f e 2 Depth of gravel in bottom of hole inches _ _. 8-27-91 � OOp�m. 12 Date and hour of initial water fillin,g , pth o in�tial water filliqg inches above hoic bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �1t7tC�matin Si.�,hnn ' ,Maximum water depth above hole bottom during tes� 6 inches ! Ti me Percolation Time interval, Measurement, Drop in water rate, Remarks � minutes inches level,inches minutes per inch . 8 : 10 prefill 6 � 8: 20 8 :35 " 3-5/8 4.1 15 min 8 : 42 8 :57 " 3-9/16 4.2 " " 8: 58 9 :13 " " " " " 9 : 23 9 : 38 " " " " " I � , 1 I i i Percolation rate = 4� 2 minutes per inch. 1 �CERT:#00627 ' . PERCOLATION TEST DATA SHEET . � Percolation test rcadings made by �—P T�st��,q-- I:lC- on 3-28-91 �tarting at 8:22 p.m. r�w,�� . Test hole location Lot 2,B 1 k.1,Meyer Da iry��o�e�Lmber 3 ,Date hole was prcparc� 8—2�—91 Dc:pth of hole bottom 12 inches,Diameter of holP 6 �nches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 12" Gray brown loam Methal of scratching sidewali Knif e 2 Depth of gravel in bottom of hole inches _, Date and hourof initial water fillin,g 8-2�-91,�epth��initial water filling 12 inches above hole bottom Method used to maintain at least 12 inches uf water depth in hole for at least 4 hourt____Automatic s iphon 6 — ,Maximum water de�th above hole bottom during tes� inches Time Percolation , Time interval, Measurement, Drop in water rate, Remarks ' minutes inches level,inches minutes per inch • 8 : 10 prefill 6 8: 22 8: 37 " 3-1/8 4.8 15 min 8 : 40 8 : 55 " 3 5.0 " " 9 : 00 9 : 15 " 2-15/16 5.1 " " 9:21 9 :36 " " " " " Percolation rate = 5'1 �*+inutes per inch. CERfi.#00627 ' . PERCOLATION TEST DATA SHEET 8-28-91 a.m. Percolation test readings made by S—P Testina. Inc. o� starting ar 8=21 p.m. . rd„�.� . Testhulelocution Lot2,B1k.1,Meyer Dairy �c�d. 2 8-27-91 , , o e numbc;r ,Date hole was prepaze� Depth of hole bottom 12 inches,Diameter of holP 6 �nches Soil data from test hole: Depth,inches Soil texture 0 — 12" Dark brown loam & brown loam mixed — Plow laver Method of scratching sidewall Kn i f e 2 Depth of gravel in bottom of holP inches ,._. Date and hour of initiat water filling 8—2�—91,Depih�c��nitial water rUing 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hourc Automatic s iphon 6 - , ,Maximum water depth above hole bottom during tes� inches � Time Percolation ' Time interval, Measurement, Drop in water rate, Remarks ` � ; minutes inches level,inches minutes per inch • 8 :10 prefill 6 i 8 : 21 8 :36 " 3-9/16 4. 2 15 min � 8:41 � 8: 56 " " " " " 8:59 9:14 " " " " " 9 :22 9 :37 " " " " " , i ( I i ,� i � Percolation ratc = 4� 2 minutcs pc:r inch. � CER�.#00627 ' . PERCOLATION TEST DATA SHEET S–P Testin Inc. 8-28-91 8: 23 �'�'m' Percolation test readings made by g� o� starting a� � �•m• Lot2,B1k.1,Me er Dair A�d. 4�� 8-27-91 Test hole locatio� y y,Hole number ,Date hole was preparecL Depth of hole botto►n 12 inches,Diameter of hole 6 inches Suil data from test hole: Depth,inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sidewall xn i f e Depth of gravel in bottom of ho1P 2 inches _, 8-27-91 2:00 m 12 Date and hour of initial water fillin� ,Depth o�nitial water filling inches above hole bottum � Automatic siphon � � Method used to maintain at least 12 inches of water depth in hole for at least 4 hour�— ----- --- -- - - � � 6 . j .Maximum water depth above hole bottom during tesL inches 1 iTime Percolation , Time interval, Measurement, Drop in water rate, Remarks � minutes inchcs level,inches minutes per � inch i ' 8 : 10 refill 6 S ! 8_23 8 • 38 " –3 4 � 8 : 39 8 :54 " 5– 16 . 7 " " � 9 •O1 9 • 16 " – �� 9 : 20 9 : 35 " 5– 4 . " " I � I � _ . .__ � �. . � i � i I Percolation rate = 2• 8 �iinutes per inch. ! • . . ' s � -RER��ORATED - . ;.,,�_..� _ ' LATERALS . ,,�,�_.. . . ��,,.. --. _..._ _ __ SANDY LOAM SOIL -'� ,-��. ,�. .;.-_.:_ ___�_=::::�r- -- . _- -- � �� ,yy'. — ` -F': :':.�!'� ��.. .✓ ,'r: �� j�" r /• �/ �!�,. % � '' i/" �. �/ ,r�� .��,�•' . i" . •/�.%�" � ::%' � • • LAYER OF STRAW OR . '= ��,/�� / >�' . � MARSH HAY COVERED `�' ' � �'�r �:� / ' �� . - ' - ,�� ., WITH RED ROSIN PAPER ��.� ` % j:J.�� - / �� ,;• �• - ... ,- /JJ � �, � ��t . .Y'• ; Y� . � r 'i ~ o R 2" ..,�,:"��- .�" .,,;�,�,.��, ,,= ; P!PE FRON4 PL�NFP � '`;=.-: :. �``� `�;i''�+ , � ,% .� '� ; -. , � �� / / . � ly / -"/'/' �' y'4 �� ' 3 ��_ � N �' ' /� � _�__ �� ,� ,� . / 2 / „�,, �% ,- �,9' ,- '_ -:'/> , � CLE�AN F�OCK'- ` �,.- ��,%.�'��/ ' � `�� DIVERSION FOR • - � -�' �� `'�T�' SURFACE WATER �" TOP S01��:.• ; '� ,., _,._ , _�J. , �j, ��//� �. � � �.A �,� � � � M«,�. � ,�3,Y �'�� , , � • 2 REb10vE EXCE55 VEGETATION.PIW�t DiSK OR IbING BAiCKMOE itA►�fR TEE771. � . ' qpIJGF�EN �'►�E SURF,�CE Spll 6 WO�ES DEEP. DO TMIS ONLY IF 71�E MOISTURE - �' � . /�'� GONT€NT IS 1E55 TMAN TNE PLASTEC UMIT 1501L IS PIASfK �ITCAN 8E ROILFD t. �. ..:.-� - WTO AN �/s INCH W(�IRqE).00 NOT REMOvE ANY OF l?£SIriiFACF SO�yILp.�MOUNQ . ' ••�'�� .�. ��/�� ,qN�� OF TF£CLAY D�UpRIN�GSCO�NSTRUCTI+�1.00 NOT U'SE F£AW �NSTFtUC- ,�• � �� '�"' '� � ION EOUIPMENT A!W 00 NOT COf�6TRUCT T1'E MOI/� MMEN THE CLAY SOIL t5 --1�...��•.._••�-��::.1'� .�,.� � � / .i j/� ' W A PlASTIC �fi01T10N. ��+�''.~ '��ji'/�'� � , I �,3, lJSE ONLY TRAGK-TYPE BQUIPMEHT FOR CONSTRIKTING THE MOUND 50 AS NOT -��- `�=, � ' . ,, : /. �--y `-%' n� co�e�cr n+E ortwww so,�. :_,. � �9 � , M . _ �_ ' •� 4. THERE MUST 8E A7 IEAST 2 f'EFT OP NATURAL�t FlLL 504 HAViNG A PERCOIA- . � �. Ax:l i ,�.: F� norr w►rE No s�ow� rww 120 MtNUTES PER iNGI MJ� NO FdSTER TMAN 5 --< _. �~-��;�i:�,�f • � �"� ''_��'�"' ' �� . ...�%ti;; MINUTES PER INCH.BEFORE PIACING TFIE L.AYFR OF CLEAN SN�. ;'��'.' � �``�� ` ` ' .� : .ti� f.':�:' ' S. 7}� 12 INCH I.AYER Of CL.EAN SANI) IS PART Of THE MQUND CONS'TkUCTION.SAND /O '`1'�� -•-� . -:•• . . �� '-•�-�-f'�� ti4 IS CANSIDERED QEAN i IT CAN i#.SS THE"F721J1T JAR TEST fOR CONCR£TE SMXI. � ^ = _ . :.. , ; ... •• ) �C O(,� ` �'_� . ', 'i�; ' •` � � r: •, &TME TOP OF TF� CLEAN SAND LAYEFt A�� •• , a. jF!: ;'`� ` AND 7HE �DP Oi THE ROCK BED hQ15T BE ls . �'��,-.�V•,. ,�,�..r�.'. SL (�� ' `•''"' -� ��,j�,� ��.? .._.j!��,�.f_..... OONSTitIKTED LEVEL. � A o �� `� "y�,- 3 �� r.:i:�::,:c. v.:.: � UISTRIBUTION PIPES ARE i/Z-MICFI DIAMEIER SPIICED 40 INCHES ON CENTER �11 �� _x 6 �`='::,,. �.� � �. �,,,. �� —.:-, .s..'. flNp CONNECTm TO A MIINIfOID IN THE CENTER OF THE ROCK BED. PIPES MAVE F�� S�p �� .-.._,...,�,.., !. ,•...;,_...: , ,i.,�� , . 1-INCN PERFORATIONS D�iI��ED EVERY 36 INCHES ANO POINTING OOwNw . eRo �AY� ' •-r�,..-' �`-;�,'''., �E A NEW�DRILL BiT TJ AV010 8URR5 INSIOE TME PIPE. K�N R - � , ' =`�-�' � & NtNE INCHES OF ROCK AR£ PIACED UNOER THE PERFORATEO LATERALS AND 2 INCHES A80vE FOR A TOTAL ROCK OEPTH OF 12 INCMES. i�� ,_�. ��9. THE ROCK IS FIRST COVERED WITN A U1YER OF HAY OR STRAW WHICH S TtiEN g�p�j� '`� -t-�. COVERED WITH A LAYER OF RED ROSIN R4PER LAPPm 6 INCHES AT TME SEAMS. iTURn� .`:.�10.AT�K B pfr�Npi6 OF LOAMY SANO SHOULO 8E P�AC�D OvER THE 'rOP OF TNE '` ER t n`' I1. A 6rINCM LAYER OF TOP SOIL SHOUlO BE PLACEO OVER THE ENZIRE ►MOUNO 50 • ��{j(: THAT A GR455 COVER CAN 8E 6TA8USMED. ��12 CROwN THE SOt�COYER AT�EAST 6 INCNES IN TtiE CEN7ER OF THE MOVNO ' ' p90VE TME ROCK L4YER 50 THAT HFAVY RAIN WILL RUN OFF. " ti SIOE SLOPES OF THE OIKES SMOUI.D BE NO STEEPER THAN 4�1 ON CL4Y SOILS ANO 3=1 ON SANDY 501�5. EA.OEFENOS OPt-TME AMEMrNL OF O�tULY < . ~� SE f). IS, MAXIktUM EFFLUENT pOSE PER PUMP CYCIE SMOU�D BE NO MORE THE TABIE • . V4UJE5. 15. MINIMUM PUMPING RATE IS SIiOWN iN TA9lE. PUMPING HEAD MUST 8E - �OU��o� �EFtCO�RA�EVATION DIFFERENCE, FRICTION LO55 PlUS S FEET � � � E-4 - LAYER OF GEOTEX7ILE LOAMY SAND CAP FABRIC , PERFORATED LATERA� CRASS COVER 6 INCHES CLElaN SAND FSLL ,. TOPS0IL `,� `� :_.�. � . �a a . MAXIMUM SLOPE•-=�- � � 3 TO I � ' TOPSOIL � • • -3/ TO 2N� RONKH 4" PLOWED OR a 2 C ES ,�'�;,, SUBSOIL . D�SKED SURFACE ,� % SLOPE CROSS SECT I 0 N A - A ' PIPE FROM . � PUMPING GHAMBER � , i � : W � � � n x . : o • —; !_ _ _ . r�— � . , ; � � � ' � PERFORATED ' ' ' �� ' _ • �ATERA�S � � � I '. � � � i � I � • � � � i � i ' ; I II , • . � I ' � ' � i � � � ; ; _ 8E� AREA I � ; ,_ � . . ' � ' ' � ' I Z . '---- ' ' � I W ' � J � • I i i i I O :- A . I ; w � w ; ( m : A i = � 2 � - - I � u � V � � - � , i Z i Z ' . . � 20 ( � o � o � � 20 . INCHES I � �'��' � INCHES � � , � � � � . � , , , I _ , , ; ; . ' � �� , � I '� _ — ' - . OtKE --�r� FEET�_DIKE � MAX. • TOTAL WIDTH , ,' \ � . . . . . . . . . . . . . . .r � � � � � . � i I � � `,� PLAN VI EW LAYOUT- OF rERFQRATEO PIF=C LATEF-��L.S FQi� — PRESSURE OIST.RI(3UT10s� I�� t.�CUt��D . . . � - � FERFORl��C� f-'L�51 IC PiPE ` �� !td G � PEt�fOR�.TlO!`�5 SF,CCED 30" GR 36" �i /(�ld SF�C . �� ,� GN CEfJ� �R. �EF�fOR�lT1GN ��fG�' 1� (L�1 `IZE �.1,4Y @E 3/16i �/�z� � ,, % P ` } �R I4u. - � ` �6 ` � M�r�tFo�o PIFE PERFORATIOfJS OPJ 60TTGt�1 CF "°;�`�!- Fl_��i"iC FIFE ,� �t�,� f�\\ —_� (�.LTERNATE L CATICN OF PIPE� FRO PUP,�P) Et�JO CAP �Q�� a� ' p ��t � F�rAf� PIPE FROM `'' OF F�� PUMPING CHAMBER . LE�1�1N , ( � �� . �'�!� ��Q��-�►� I �.��1 �� !� ��:��=��.��f��_�_) I_.....��I��i��(�.. . f�— Grc�ss CQ�l�r __�..�____ � � . . . . _ . . . Topscil � j - � � � � . - - C. •C,'. •G.• . . . • • , -C. • . . . . . _ . . . . � 'G' '�: . . ::: . , . . �C••� ' . ' . ��°:��. .� �� ` � � � �`�� ayer of Geotextile �dbri+c Cor la�er . . Lodmy Sun� Ld er � �`� �:`�� Y , of hay or str�w covered ��ith� red .�� .��..:. .�. _ . _ _ .-. . .�. . . � . � � � �. .-��.��. rosin paper� � . ��. �f<. � , �. � � `�:�� <. �. � � � �. �.� �.�-�, . �. � �. ��. � �erfor ted La eral Perforation Drilled Horizontally ��G�`��, :�. �. G.<<<<<.�. �. << `�. � �.�-�� into Cap R��ar Top G� G ' c• G: �o� � �«.3�4��. Plus �--<<<. At Least 12" to Edge �LL�Drain Field Rock�GG . . ��..�<<:`. of Rock � Layer �. .<<.� :j��. . . .. � : : : ..� : . .. . . : . . . . .. . . . : . .� � � . � � .. . �. . . � � . � �� Perforations� Located at �' .�� . Clean Sand Bottom of Lat�ral � . Layer , � � Original Soil Properly Scarifi�d '� r :� 6efore Placing Sand Layer - � � r �2EDWCOD, CEp!�, CR WATER TiGNT 8c LOC�tA[3LE EL_ECTftIC f30X— 1-REATED POST �� x 4 min) PLUGS OR ELECTRIC CCNNECTIONS ----- = NSIDEL 30X�C C�h�NFCTiC�S ty"�iCE 2" PVC CGN�UI�f SCHEDULE SO — —�—� ��tANNOLE COVER CHAl�;ED & LOC�CEO 6'�SP�CE! �OOP OF Pt��ER COf�U FCI� � SETTLEN1�iVT � � SEAi�ED M1�NHOL� RINGS _ _ FiNAL GRADE , _----�=— \, _.._.' ' ' . AT LEA.ST 12'� ''' �� UNIO{V lB�� RADE . . � 1��II�E FROM PO'�I/ER SUPPLY � PIPE IS �AID ON A UNlFORM SLOPE F�OM . . ... .,:.4 .:: �� ;{ _ FOR PR�PER NQRAINBACK�L TF�EATfv1EP1T AREA SEALED TANK COVER �- IF PIPE AT TANK MUST E3E LOWER THAN � V T ON FOR DRAINBACK � UNION TO GET ELE A I , PLASTIC ROPE OR CHAlN � a �/4 INCH WEEP HOLE MUST BE USED � . W ITH ANCHOR ' ALARM FLOAT ON SEPARATE WEEP HOLE ELECTR I CAL Ci RCU i T � NOTES� ELECTRICAL WIRE FROM POWER SUF'PLY START LEVEi�� _ MUST NOT RUN OVER�ANY TANKS BUT -`� MUST BE LAID BESIDE. OTI-�ER TAN'r(S 3°� �� AND MUST BE PI.ACED IN CONDUIT ALONG POST � � � SHUT-OFF LEVEL_Q — ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE RiJN THROUGN C�NDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAt CONTACT. � , ��d : . , - a • � - . i V � . �� ' PENC(L � . � _ . . . . _ . . � � MARKS - • _ ..' � - � , ��- . . ..� • �'v..:•t � ._•,l. .^� f1 �•�•� �J�� ...y t. .'T: ,� � \i �":,. .�:��fii:t.". „• 6� / / � �, �y 11 •.�. f�' _ . . . 20" ''�' ''''� ..'=.;f:, � �. � ' , : �i �� - / . ;.�� ttANHOLE :; � �� yj . �'j '� . . . ?. i i � � �• .j; ',`'� ' • �� -; . ,�-�s '� �j •.: lNLET '�`��{ .�,.�` SCUM �_� .� _�_ ,, �; OUTLET ��% �: � —__ —. .r ` :� - , � � s' � =��r�'OUTLET LEVEL •.;�-�=�p}-��!'� 1�� ►� '�� •� � � � •' f y )1 ��•_ '� � L. 3 L I. ��^ � ' I: —_. - -- —, �'j �i :�: ' ._ — SCUM CLEAR SPACE__ �� ;; CLEAN OUT TANK WHEN� �� — � � -- �� --�'`-= - 'iq' IS 3" OR LESS OR ;,: .. . -- — _ �_ — :°': g "B" IS 12" OR LESS _ __ ..:, `� _ = —— — - _---_ _-�G — �"— � • � .S• . . . . ' . , � � �� ''� • . � ' � � � �. � '; BLACK COLOR �� 'f='��' �� • SLUDGE ' �� DIST(NGU{SHES SLUDGE `;F;t=;�'::::::::�; , _ � .- ..�:. :�; LAYER FROM LIQUtD f" �'EitL��y�i�a..(,;�:�{ � .� . � � • ��' .r� �� i � . .at;�� . :�'_•, � �.,' :j.: ::r.. . a n � r , - �/ w - � � MEASURE S�UM AND SLUDGE ACCUMULATIONS . � I N THE SEPT�C TANK . DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �t ' �� ,-,��' PERMIT NO. COMPLETED ' J l`�l� � �� ADDRESS 3�S Sl l_v P2 �hc�/f�Oc..J OWNER ' C'@td'rR--'V�c�kie �P6Q22 TELEPHON E N0. �''f 3`i -S y D(� j: ❑ FOOTING ❑ MECHANICALRI ❑SITEWELL ~ ❑ FRAMING ❑ MECHANICAL FINAL ❑WELLTEST PUMP W � ❑ INSULATION ❑ FIREPLACEIWOOD BURNER � EXCAVIGRADINGIFILLING � Q ❑WALL BD. ❑WATER HOOK-UP ❑ LAKESHORFJWETLANDS Z ❑ FINAL ❑ METER SETITURN ON ❑TREE REMOVAL Q ❑ DEMO—SITE ❑ SEWER HOOK-UP ❑SITE INSPECTION Z � ❑ DEMO—FINAL ❑SEPTIC MAINT. ❑ PROGRESS J � C PLUMBING RI ❑SEPTIC INSTALL. O COMPLAINT _ ❑ PLUMBING FINAL ❑SEPTIC FINAL ❑ FOLLOW-UP z COMMENTS: t�r�.a� N � 11n�J S T �Q ��1-� a C��lAc�-1 � I 1 � J O � � O � W � Q � Z W � W � � d �=7 WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN W � i] CORRECT WORK 8 PROCEED ❑CITATION ISSUED W � i 1 CORRECT WORK,CALL FOR REINSPECTION ❑ PROJECT COMPLETE � BEFORE COVERING ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT UNSAFE CONDITION WITHIN HOURS. TEMPORARY INSPECTOR WILL RETURN PERMANENT ❑STOP ORDER POSTED.CALL INSPECTOR C, INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContracto o sit . Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN �1-�3 I!�"!� INSPECTION NO SCHEDULED � � l� PERMIT NO. � � COMPLETED `^ � ADDRESS � OWNER CONTR. �1/��Q77� �'0�'I�L�-°� TELEPHONE NO. � DESCRIPTION � 01 FOOTING MECHANI AL RI i6 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24/25'WOOD BURNER/FIREPLACE 19 LAKESHORFJWEfLANDS 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 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 5 SEPTIC INST 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTI AL � OWNERICONTRACTOR TO ME YOU:_YES_NO ��,, COMMENTS: .�O D� �S' D IID� � /[� � W 0. � g O � � O � W aC Q � Z W � W � � t�y v,�WORK SATISFACTORIP:PROCEED O PHOJECT COMPLETE � O CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE C01/ERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED �INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractar sit • Inspector. wnit.copyn�s�eors Fl� ca�ery copyisKe Hoae» � DATE TIME CITY OF ORONO CALLED IN �� "� �� j' INSPECTION NOTICE � � SCHEDULED ,=1��Z� �/r' � '�-/��/ _:��L�"� PERMITNO. �r� ��'"�� COMPLETED ^ � ADDRESS �� U�'y� �C�� f,v OWNER CONT � ��%�� C� TELEPHONE NO. � DESCRIPTION ��'� �� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING y 03 INSULATION 24125'WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS 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 06 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAt T. 21 COMPLAINT = 09 PIUMBING RI �15 SEPTIC INSTALL. 22 FOLLOWUP J 10 PLUMBING FINAL 23 SEPTTCFCNAL � OWNERICONTRACTOR TO MEET YOU�S_NO � COMMENTS:� � , 2' W a J �i�N. ,�/'IC/�. O a � O � W � Q � Z W � W � � d �NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING 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 OwnerlContract s' e: Inspector. ��---J White Copyllnspector's Flle Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT C SCHEDULED PERMIT NO. co PLETED �J — � ADDRESS � � � OWNER CONTR. TELEPHONE NO. � � DESCRIPTION �1'�' � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING v5 031NSULATION 2M25 WOOD BUHNER/FIREPLACE 19 LAKESHORFJWETLANDS $ 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 06 PROCaRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 EPTIC 22 FOLLOW-UP J 10 PLUMBING FINAL PT I Z OWNERICONTRACTOR TO MEET 1roU: YES_NO ti COMMENTS: W � ^ � O � � s � o — � 0 � W � Q � 2 W � W � � � � ❑WORKSATISFACTORY:PROCEED `,�PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WI�L RETURN �STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 for the next inspection 24 hours in advance.473-7357 Owner/Contractor ite: Inspector: White CopyAnspector's File Canary Copy/Site NotiCe