The URL can be used to link to this page

Home My WebLink About1995-007008 - new septic system PERMIT ;�ITI�OF ORONO PERMIT TYPE: - - - - - 2750 Kelley Parkway- P.O. Box 66 = =-`�= `'-._.`�' `�'�� - �=`� Crystal Bay, Minnesota 55323 Permit Number: -'�;=�;��:�;_:;�:� (612)�473-7357 Date Issued: _ =,;:`��.�=:: SITE ADDRESS: .. , :,., ; - - �. . :,: , .:..�, = :.....- ,.. .,. , . , _,_. _, ; _..;� :;, . . . :. . . �.,,:::�. _ y : . . -...•�_.� .::. DESCRIPTION: '-.:__�.t�::_E (:: S:}:?-.r.,i �W F:":�,:�....[.. ..� . _ „ . .. :�.;.'r� .�.�� j T _ ...=S'��t�..� .� ._.. .. .._. f T�-� _.""'.. . _.. .. _{i_4.":i ,L•i7�,i�SV f:, F �'r.��`: !'�.�.��.0�?�!�a�•_-�._ REMARKS: FEE SUMMARY: _.�.�.•�.-:: . = - — -'4-' • -'-' :��_.{;-•!::�`<<-�s��-� : _—____ �. —ti _ 3. _ "' ' $ 3_E I_ri�. P"F"y_� V�%�� . �S_i cQr�T�ac�a�: _ -. :. -. _ ow�� . ,. .; _, ,- :-�;•� - .__._ _ .. ...�i';'z . __. ._ _._. . _ _ ._ .+i�';E'�.L_��. ._. ._ .�,�,i�SY I'i::s� :'i' ' _ :— ..: ::, tfii,S s C. = -•. :s;.� .. ,....��": : . ,,;- , :._�._:::;�,,: st-; _,:,,�. :: :_:_. ; ; : i\23'y'•. . �_F's`ti`;.?",i . �tK _. _. _ . _. . :i�__ ... . _ .. . ._ _._ . . . _. _ _ :. ;e..t� E„€��'•f�x�� ";��`�� ` ` i_�..,��_f:.. . . ,:': . �_.t:.i i „ '--�T t.»�� _� '�r��}'��.:_ �. ._ ._ _ . ... i...t�s«3 � i =� '� .::��i��•��3 C.� �"�#�1[,+i ��.��,� �. '�.� «. ... � ' F` �- .� �� °��.!�.� �I�t'3��3.��:��t_..... ".. ,. ., s�.. . .�...�.��. ',.-��id _. � �'' �.s.-.. - e ., , �.z..3 . '-. _. l.��i;i,»�k�i_1� i_;�`€1��t��•. � , _ . .. ��"(i`r ��r_ t':5 t'„r�� .�__ � .`, _, . i S �".�.� .r,.... v s-� � _z: r � _ � ✓; APPLICANT/P RMITEE SIGNATURE ISSUED BY:SIGNATURE � .. CITY OF ORONO S�P'TIC SYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NIN 55323 JOB SITE ADDRESS: �� -�� ln� x �1� �`► Occupancy Type: Residential �� Commercial Other Permit Type: New or Replacement System, $100.00 �� ' ��-- Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name• ��e n ��.� � PhoneNumher: L( �S �S � � Mailing Address: L,�: � +-.�� S -v k..:-� City: �l 1�-��-, Zp: �> S�3 y 3 Contractor's Name: (� ��._ �`�� PhoneNumber: `{ 7 � Z3 I '� Mailing Address: 5� ;�, ��1, • �,� `�� .— City: >>�i ,, �, 7�p:��-J DO NOT MAII. PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS GITY OF C�R�Jf�� 1. Applications for septic system permits may be mailed or submitted 'u �I��,E ��,� Offices; however, permits will not be mailed out. The permit mu person at the City Offices and work must not begin unless the permi �� site. 2. Permits will be issued only to contractors holding a City of Or� Installers License. 13?1S(JI�Q�1�1 � 50. 0 3. All work must be done in accordance with the approved septic sysu �j��[�(��a ��. � reports are not considered approved unless accompanied by the C: Q1 GEN I00. System Approval" cover sheet signed by the City Inspector. 1??��QQQQ[i � � O1, y� 7cog.50 4. The following inspections will be required for all septic systems: -�i�uX" _.e.. A. Pre-installation site inspection to include inspector, installer, and �HEC iS�1.�Q B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, in after rough-up but prior to sand placement (sand will be jar test �f�EIPT-THANk �'f_11� and again during pressure distribution piping installation in the ��:�'�-� �� 1 Tl��1L D. Final inspection to verify proper final cover depths and to verify (where required) components are functional and comply with cc 5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. n�� NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. .1 � r 2. I will be installing the following: A. Tanks: �Precast Concrete Other Manufacturer a�w� � Tank Capacities: 1) }� � gal. 2) ( � L gal. 3) �3 gal. B. Pump Station (if required) Pump make & model l�� M�� (attach pump curve & literature); system design requires .3`� gpm at � ( _ feet of head. High water alarm make & model L�L�\ �+�c�.r� . Out�e electrical work to be completed by installer electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. `�Mound Depth of rock below pipe Rock bed dimensions l' 'x ��'�' Drop Boxes Sand bed dimensions `l 'x I � � Distribution Box Pressure Dist. Pipe Diam. 1��" Maniford Pipe Diam. �— " D. Final Cover/Topsoil to be: borrowed from site ✓ (show location on site plan) trucked in ` The undersigned hereby applies to the City of Orono for issuance of a septic system installation � permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and corr t. SignatureofApplicant: � ' Date: S �� `�l S MPCA Certification No.: !(�� Staff Review: Approval Denia Reviewer: i��/ Date: �� Reason for Denial• , � \� �� CITY OF ORONO �,�� ' � '� �� .•,,.�' PTIC SYSTE�I APPROVAL ,/Q y\ �\ �:: �'' .. � _�`,�::��, � �,�� .��'��f �Rt��TO �,.=- �- ,,��,� � �. ��.� � ,. �t�,;��,oreK� � � ..r -� � a �;a, `'�r� � � �i��!)` �' �;'.' ' _ '',+�' '�1 Posc ar�ce sax 66 � `� � � ' �' C stal Ba ,;11iru,�sota 553�0066 �{'.� ,� ��I�`�,r� � :,�+.5 '��,�' ;�i,i►'"�� r ;;.,. <q��i��`��+i� `g,� �� ES�-I'� �� LOCATION: 460 Sussex Lar:e O`VNER: GENER4L CONTRACTOR: Jensen Horr�es SEPTIC CONTRACTOIZ: SITE EVALUATOR: S-P Testing REPORT DATE:July 19, 1989, R.evised 1-2—�'S The City of Orono has approved your on-site system design as of J�nuary 4, 1994 (approved-disapproved) �date� witli the follo�ving corrui�ents: THIS IS T10T A PER'vIIT. Ttiis is a design approval form�vtiich must accompany the site plan. A pe_rnit must be issued tc, a !icensed septic contracter prior to installation. A. !ist of curren[ly licer.sed septic contractors is er_c;osed. -, NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-;35i). Cail for inspections 24 hours in advance. ALL DRAiNFIELD :�REAS ;v1UST BE FENCED CFF priorfto building si[e excavation and tencing rnust remair. —� in place until final site grading. Approval to pour footings wiil not be granted uncil tlie IilspectiorLs Department has verified that primary and al[ernate sites are adequately pr�tected. _�� NO VEHICULAR"r:'�AFI=�C OF ,�N Y iCIND (cars, t:ucks, earth moving equipmenc, e[c.) :s alio�T�ed within 20' o;tested drainf.e?d sites eit:ler before or after s}�stem const:uetion. Compaction oi ihese 4r�as ceuld rer:der them unusable prohib:�ing �he ti:nely cc�cnpletion and or limiting the long te:m use of the prcp�rty. A site copy wiil be avsiiable st the C;.y Of ices for the sep�ic contractor. CITY OF ONO By I� "�/-1'T � ��. Stephen W • an, On-site Systems Manager TELEPI IONE-473-7357 • FA?C-473-0510 ' ' ~ � �-� ��.�� . 951 KATYDID LANE ST. MICHAEL, MN 55376 497-3566 � Steven S. Schirmexs July 19 , 1989 Nina Wildman Property Revised 1-2-95 Lot 1, Blk. 3 , Fox Bend Orono, Henn. Co. , MN This system is Designed for a Type 1, Five bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . The soils on this site are typical of SCS soils mapped - LrB - Lester loam bordered by - Ha - Hamel loarn. A seasonally high water table was located at 18" , 20" , 22" , & 24" , (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 seasonal •ly high water table. The soils at a depth of 12" have a percolation rate averaging 4 . 7 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 s�aitches 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) . Al1 neighboring wells are. located more than 100 ' away from the proposed treatment area . Keep all heavy equipment off of the proposed treatment area before and after construction as much as possible. The treatment area should be marked off before construction. With proper instal.lation and maintenance, this system should have nc� problem in treating septic effluent effectively. � Recommend to pump the septic tank every year if there is only 1 tank � & every 2 years if there are 2 tanks . - �"�-�--- � . Soif and Percolation Teats ' Steven B. Schirmers ns-� Sep�ic System Deaign SBS/ds . ��——! ____ KkFP Acc NEavy e¢ur��E,�r off oF rM� T2F�ttM�kT � , , A/2PAS /3FF0/2 AlYp AFTFsX GOIJ$TRUGT/ON � � 4g�ex�o T$M � 1 w�y � ; � . ,�\ ,, , � . ,�, � � ��i - � , � Q � �� go?cr��9 �o�� L � � � � � � _ -�`\. , � � � . q73.v--� � '�.,� �� i " ��:C�SYr� � ` ` �P��SIO?-� � � �/ 9�5�� , - , ��'�=+c�r .. � e�Ct o � � �, ; a nw � "_` r :ki ��9l�3 � ?RoYo��re ---1ji - . ' � ,a �- r:}�- q72• ' ' 97,� �\ -f(*','� A 973,O �` (� � � ' „ - _, �t�= ,� . /�\'� �I 7��1' �� 3n, gp' h,, � � ' p. p / fP) � _'i . � � ! ,�� a _ " �z_ _ xF -_ � _ ;., � � x ��__ ' �9�«��`� go' X s�� Y � � v. � - �� _ '�-� � � .� �w r � ' � � Y �!._ o _ � ,�O /' `\ /i'..\ ' � �i ' � C �� ,� • �h \ , � / � � �� /i��- _ Fi`i .<s.- � • �jJ0.2 ( 9G4.8 � � �77d.3 � �� 7. N o C�':�'E7'ESz ';% y,� p7z,5� � ; ��: ._ � 30'., x gp� �•G yts X �HO c-----� 30' { /x , '- , � � �� ' cu�rp�� 30' x �2l 30' �3 �z� . u� ' � � #G ' .� — .�`� v�"�— � ��9' � �;r� � ; �:� ��, . �-_ ,,o,� � . a � / 1 � ��-r , '/� 9��,, � �� f�, o , � — o d?/G 8.8 ,�1 .�.8 � '� � x + �'+ � j^b f;..� I, �� M % .. �, � ; ��.� . , � i � 1 y�, � ' _l t� „ � k � Li zwn * I t� - l`-> `�1G7�/'�L7�' l �� , � d'!E \' '� { �. I ; � 1.� l 4�Rs � ;' ��. t v1` � - 1 � �GB� � . \ � ' - _ ' �. !, _}� 3G7,z L.-�T . _� ► � ;�:. � 7, i � : ir � ��os�P �`� x� 7 � � 3 9 3.3 i ' �� '� r,;, - � ,C"�s-A'�M�1-� Rw�r� ��r.l��I qa' x� So' _{L-i---� . . L � r�--- �— ---,� �:s„: _ .� . _ r :. � h I'n1 �-o.<.v ,i ` o( ' � �,,L��C 1�C.G � �l-� -D'�=Y Kf `rs �, � `--Q� =--- . ""�---�' � ---------� \ � ` I � 72,2� _ r_ ( � ��i i a� W,r � _, _ r� �oz' ;'�__._ 78' sy' � �G• �9• ---- - - �---- _—.--�1 �� 5!'ercolation Tests Scale� /'"=5'O' � �PERTY GF w��-'o�^�� '�<�- �-`�`' Tl3M is roa aF Nu�a o XSoil Borings �-n'�� ox Frc"-t� �. , I n�roP ��>s�v oF N,�L ,� o�T�aT C GvES T ,,. �—a-�1.� � ' OF �oT 5/ L.� — 96 S 23 �Bench Mark L��J c .. _ Note� This sysiem is to be constructed to meet 02 0�c[o N t,^!/J. G o. � the Minnesota Pollution Control Agency S-P TEST/NG/NC. Chapter 7080 & Local Ordinance � , � /� • �251gf12C� By -1�J— d�• �_ '_C,� ,. _. • Note : Check all underground utilities Date��l3�7�'; PH.6�2-497-��566 i • s � i - � � ' � -$�s '- � ; � ` � `°� �i: \ 5 S .. - � io'x�s� '�«-�a� �° � . � � ' M � -- �� t � \ SS -=-_- �- . + � i �' � � Y�c-Y-_ Y��;_ � i -/ot� - 3.�I`�-�'F;``:��p:4,(3,�' - . ,�` � , _�_��9.0 - ---- _ - - � , • . �`..�.�-� �t� ►.�bT�'(A SCCtI_1� ----- '--�..------_�.�.�_ . _ SET- BACKS I-o-�-- � io'__ � � � - - _ HOUSE � ��.---- --s�---- --� - - . . . • System must be� . ' - Tank �o_� irom property lines �,- S<�.-c'�c,�..a_52,��c,�r�. . �W�o-��_, � � �'�' �} "r . - . � from wel!s - . , � .�?9 from b'dgs. , . � . . _bvn�� ; � . Treotment orea =�from lokes —� sf reoms � • ' - - -(�JTE� Power sc I and switches r�x�st be toca!ed in a TreotmeM oreo �� from property li„es PPY � - � -- .�`�ANNo�ES vnz�x.�'-��" �S�from we!!s weather p�oof encbs+�re outside ihe pumping chomberondmonhole CAGC F��.t_ � � i!►;.", . . • ,,, 30�Srom bidgs. - �_ � ►- -► /a !rom trees �{ 501L 60RING ELEVATIOiVS ,. i � r -,. . '� �-- `11 ' + min. . - . .. i� ��SQ�� ^r�:� , u '� THw� ��.�J.�/�•T 1 �� "/"/0.� � I 'yO . I loo0 1 l�so i _ .d.o.s pp . Tank �' �'� � - aS�- grode�% TH. 2 EL.-g?�:9 -�.tt 7 -9��.5� i � Orop to Tank Tank I � � i T '�H"3 EL. �►-s � �� . _ , PRESS RE �J S�RlBUTlON MOUND SYSTEM .. --��+ -?s' -� •��, � : � . M�n. I io 8 � TH, � EL-�� -Pump�ng 7H.'S EL.-9�.� �� * Mox.l��to4� � ��P '��G-S �l��P,LLovJ Chomber . . EI.EVAT10N ot PROPOSED PUMPWG .' . 4�10 6��dia.pipe CHAMBER-32,.:Q �.�,��^'�4 9�S.o ' SYSTEt� DES!GN -MOUND � A�� ."C�P o��i�.�-- ��I•c� !I' - � � S�AQ - �{� a.o TYPE-�, � BEDROOM , Averoge percolotion rate�-1�min./inch (design.83 sq.ft treaiment areo per gol, of doily sewage flow) �� gal./day x.83sq.�.�gat.��sg.ft.of treoimenl oreo �10"/0 =1a5f�.sr.fi. (.= IOft.width=��fi.len th of bed areo+side slo e run � 9 9 p .�..to I x�height= 3q fi.x.�2 ft.(awn•creo needed� �? � Cieon rock needed- �5�.sq.ft.treatment area x�depth oF rock--��_L�c.u.ft=27=�2cu.yds�(3/4�10 21/'��dio. ,inc►udes 2��of rock obove pipe) � �i �� i !� Cleon sond fill below rock needed�b_v.yds. approx. , sondy locm bock fill_�.�cu_yds,o;�prox,, topsoil 6 .20 cu.yd, .L=1_v�• �i��__��_� �_L� . �C_c.[z.Mt��1.4. . �o Aa� 1.0 ;a �Co -t'eYsc�`Fo�= ��g�_�,��,a�--��_��. _.�u�9�(sST� �; Numberof tanks required�_, IstiankL��goi. , 2nd;onk��gol.min'rrxms P��., p�.�r,Q��,.�� ,��„��. - f � - - - �� +i Pum in chamber co ocit - �:5% of dail se � '��J�s�� 1-,�-�'i S � � P 9 P Y Y woge fbw af 2�v gal.=1�S�yol.+reserve slornge of 150czs 1/P�_2�a gol.Y pipe bock droinoge— '' of_1`d go�,/IOOlin.ft.of.;�"dio. su 1 i e lin.f,.needed��, �_gol:► monifold�.gol./I O Oli r tft o f.� d i o.p i p e,l i n.f t n e e d e d � PROPERTY OF�W�Lo1�A1J `�dF�-�z.T-� ' PP Y P P , ` " �� , totai capQcity needed 9 4 5{ I, lus area for �Z� •��x ��'� 9� �P Pu►'�P) usF r�,r�. �aSc� o��;l.c�..�o� � d�o�1l� Y►'► vl �-11-1 C O. , Disiribution pipe 1��`dio. , ��.5�,fin.ft.r ��dio. perforotions.��apart Pump size��hp. (pumpable capocity 13.�gol. 4cyctes/day) u � � __�___�_N��U�, ��s� , o�sc.�]_�� z 9 �� )w,�,,, r--! s-P rEsr�rvc i c. . Note � When constn,cl�ng bed r- , tnis orea shoub be shoped Note- Distonce irom trealment o�eo to ne�ghboring we11s— � � �,�f� �� . ' to divert run-off from eMering treotment orea. L��A-T`�YL- T.}...a�}3..J /pr7n � ! Oes�gned By�� . + ( Dote� /�7 PH. 6�2-497-3566 • _ � � � �1► ( MOUND DESIGN WORKSHEET � � (For Flows up to 1200 gpd) A. �.�w Estimsted Seavage Flow in Gallons per Day(gpd) Estimated�,�_gpd N`o� '[yp�1 'I�pe II Type III Type IV or measured = x 1.5 = - gpd. s��,� 2 300 225 180 �as 3 450 300 218 °t B. SII'TTC TANK LIQUID VOLUMES 4 �ao 3�s zs� .� s �so aso 2sa ;� I-�o1s0 �1'IDD �OI1$ 6 900 525 332 "'° 7 1�50 600 370 0�`� �� 8 1200 675 408 C. SOIIS (refer to site evaluation) � �� ,� , i, N�bc y�7� �.�w 1. Depth to restricting layer = I -�� -N �-� inches B� �,, �,, 2. Depth of permlation tests = 1 a"�- l 4� �' inches `D"�' ``'�`' 3. PerCOlation rate �I. 7 mpi Lo�►`^ "To L�-��`-O�''''� Z3 a a� i'oso°o i:'so 4. Land slope (s % s a 6 t.soo z.uo �a s z,000 s.000 wc 9 Sce fig.C-6 (z 1.5) D. ROCK LAYER DIl�iINSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = �gpd x 0.83 sq. ft./gpd =��sq. ft.-�r►o`�_(��y , 2. Select width of rock layer(10 feet or less) = 1 D ft. 3. Length of rock layer = area=width = Rock Bed ��sq. ft.i �Q_ft. _�`�ft. ti.ti.ti.ti.,.�.ti•t•ti.1�ti•�1K ti•�•ti f.1.l.1•t.t•�r.f.�.f.l.j.J.f•j. - � � , ti•1•ti•ti•ti•1• �•ti�1•1•ti•t•�ti•ti•ti �dth 510 ft. . ' ' f.�•t•r•f•t�Y.f.r.l.t.f.f.j.f.r. ti•ti•ti•ti•ti•1•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti•ti • - ' r•t•t•l•l•t•r�.�t•r•r•J•fK•r•r• ti.L.ti.ti.ti•1.ti•ti•ti•�•ti�t•ti.ti•tiH•ti ,f.l.l•1•f•l.l•t.f.f.r.f.r.f.f.j. E. ROCK VOLUME �- �°g�' -� 1. Multiply rock area-b�r rock depth to,get cubic feet of rocic; i . . ��sq. ft. x ',ct � ft. _�.�cu. ft. , 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get_cubic yards; ��cu.ft. i 27=�2 cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd. x 1.4 ton/cu. yd. _ �� tons. F. ADSORP'1'ION WIDTH LL.�1-'� L.0�t�l A �w�a�,s�, Table 1. Percolation rate in top 12 inches of soil is �t, mpi peico]ationRahe ��, ;�„ M;,,ute,per;,�c.l, Soil Texture �.q,,.e �d,,,,, (mpil t a ,b.orwu. drh 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand lzo i.00 d/ft� 0.1 to� Sand 1.20 1.00 •�S � 0.1 to� Fine Sand" 0.60 2.00 6 to 15 ndy Loam 0.79 1S2 16 to 30 Loam 0.60 2.00 3. Calculate adsorption width ratio by dividing rock layer 31 to 45 si�c t.,oam 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to.�o c�a aoan, 0�44 s.00 1.20 gpd/ft2�- .�1J/ gpd/ffi2= a-�, 7 . s�owe�t an�2o Ciay -- - "Soil haviag�09.or mare oE fine or vay fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; �x_�_ft= al,.'? ft ' G. L�OWNSLOPE DIICE WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe �ft-�_ft= 1 � feet 2. Caiculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation l.D feet b. Muldply rock layer width by landslope � reoc co�.�. to deterinine drop in elevation; : root ao sa Slope DirfB1'e11Ce Seperetlon `te�t X 1 %'--IOO = feet SIOD� Dfiterence �� e� � �t_ � UDslope WIOt� c Add de th of clean sand for se aration (2a) �reet ' P P Rock Beo wtOtn at upslope edge,depth of rock layer(1 foot) to depth of �r�et DownsloDe W1dt� cover(1 foot) to find the mound height at the upslope edge ��eet of rock layer; �.O ft+ lft+ lft=�0_feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.a`5 e. Multiply dike multiplier by upslope mound height to find upslope dike width: �.o x?„�_�_ feet . f. Add depth of clean sand for slope difference (2b) at downslope edge,to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3.0 ft+ .�ft= 3.b feet • g. Enter table with landslope and downslope dike ratio. Select dike multiplier of 5.�to , h. Multiply dike mtiltti�iier�by dowr�slope mour�d height~ to get downslope dik�width: ��x 5��: _�_feet i. Compaze the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; �� feet , . ::.::. �� :UDSIODB M1AtD ....� . �- t •et ;i:?':::E:z<;:::;;;':i::i;E:::::ii;:::;'E::;i?;;i::::i>::i`i:;;;:;:;;;:�::ii';:';::;;?;i;E�;�Ez>;E:;:i: . . ��:�>�;:>:;�:::::::;: . f >;:::::::::,.;;:>;:: i the s um o und width s al mo )• Tot <:»>;:>::>::>::>::>::>....................................... ::::.::.::::::::::. I115 T'OC�C <��:>�i>�< ock e o w�atn upslope dike (G.2e)width p g L )o�n�i layer width (D.2� PIl1S e uns�oQa��i;in uos�oo• e'et� . . . '; _14Z ,.:::..:..,::..:.:. .:..........::::..:::::......:...::::.::...:...:.:.:.... lo dike �ndth G .21 ' - wns ) do ( , 0 d� Pe 0 �>:;»'::>:::::' <><;`>::<:<:<.::<;:<::::s::r��:::':< :.;:<:::>::>:::.:<:::::<:;:�>:::»>:::>:>;:;>;:::�:>:.::>:;::;:;:::>;::;::;�>�: _ � �.::::::::::::..:::::.�:::::::.:::::.::::.::.::::::>;<::«>;::>::::>::;::»:;::;:.><»::::;::,:.;:;:::>;::::<�:::;:::;:> + f - feet M �: -��- ft + �tQ_ ft t �- »:<::vr��n�:`>�<:;:<5'<:::�:::>:<�::>:';;:;::;:>:::';;`:'�.��::;��:.<:<; �::::::.:::..:::.�.�:�::::.�:,::.�:..�::�:::::.::�:.:::-:.:� � :..:.::�:::::::::.�::..�.�:.::.�::,:.�:::::::::::.::::.:..., �i�I Down5loD• Ot .. um f � et : o �<:':>::>:::::»:''<:><>:>::>::::»:::::::�'::'[::'::;:::>::»::? e 1 n is the s ............._.................__.... k. Total mound e :>::>;::::::::<:::>:<::;;::;::::»::�:::<:::<:::;>::<>::<::;.:> .:...-.�-:::::::::::::::»,<:>::>:<:>;<:»:>»»»>;:>::::»;::>::::,.,;<;; � ><:::><;<:>::;»>::>::>:<:>::»<:<:;:«:::;:::»::>::::_;..... k la r r e 'd .2e lus oc 'k wi th G u slo di e ( ) P Y P Pe >.::<:::::::;>:.;::::».><:::<:::>:.. , ..:::::::..:::. 'ke width G.2e • di u 1 e ) . lus s o ( D , le n 3 ( ) .. . :;;.::;;;;...�;:. � P P P >::::::::�:::::::;.>°::<:>:>:::<::::::::::::: ::;�.::>::»:::�:;> �Q-ft+�ft +��ft= �`� feet : . ..:..: ...... ' : <.:: .. ,:: ... ::. :. ;. - s�K�- )�7 t '�`� t 1� � ��' TotelLenptn'IO(e�- - own ope ps ope 3:t �i S:i 5:i �:i 3:� a:t s:i si �:t a:i x alope 0 3.0 �.0 �.0 6.0 7.0 3.0 3.0 5.0 60 7.0 8.0 1 3.09 417 i.26 6.38 7.a3 291 3.fli 4.76 �.66 b5d 7.41 2 3.79 635 556 Gffi 8.t3 2.ffi 3.70 456 536 614 6.90 3 330 CS� 5.88 7.32 6.8c 2T 3S7 435 5.08 5.79 6A5 4 3.d1 i76 675 �.89 9.72 268 3.4i d.17 6.Sd 5.66 6.06 5 353 5.00 ' 667 857 lO.TI 2.61 � 4.00 6.62 5.19 5.71 6 3Xr �.?b 7.14 938 1207 ]...iC 3.73 3.85 l01 6.93 5.67 7 3�0 �56 7.69 1Q3��-- 13.73-----£39---_..'-"-3.12 3.70 d23 6.ro 5.13 8 3.95 5.88 833 1154 1591 Z42 3.Qi 357 4.Cb 4.49 4B8 9 4.11 6.25 9.09 73.03 18.92 Z3o 296 3.45 3.90 d30 4-65 t0 4.29 667 10.0 15.00 23..i3 2.31 286 333 3.75 4•12- 4.4d Il 4.48 7.14 11_1] 17b5 30.33 226 276 313 3.61 3.95 4?b ]2 4.F9 7.69 1250 ZI.C3 43.75 ?:1 Z70 3.12 3.49 3.80 4-OB � � F-17 PUMP SELECTION PROCEDURE E/JD PERFORATION OF A PERFORATED LATERAL A. Determine pump capacity: w...4... Gravity Distribution T�,,,,, -'` 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of - • -to-�.r a��,k��„a,- V�� team�sma lnr..` �rb ior.a nor>u,u.w...w water use rate. "" ��,.,,o.,,,,,,.,, 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . . ��b^au��_^^��ti Mlo Cap M�e/ Top gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,;.,;p,„ ;�_u��., ,Z•„E,9. e�R«.a., ... . ... ��wro.aia..�o�o�w a� Pressure Distibution ��••��.� �°"°^�«�^,�� 3.a. Select number of perforated laterals � b. Select rforation s cin feet °'""°'�°" '^°�'y�'"" Pe Pa g=�- �>.�,.�,,.,„, c. Subtra 2 ft from the rock layer length. � ��-2 ft.= l s(� feet d. Deternvne the number of spaces between perforations. Length perf.spacing=�1�ft.+��ft._��spaces Requind Perforation Diuhazge e. �3 spaces+ 1 =�_perforations/lateral �,g�►o�p�a,v,�ce tgpm> f. Multiply perforations per lateral by�numbe�of laterals to �/3� ��d e 32 maR,, 4 �,d� get total number of perforations. �«�� x �S ��=11�perforatrons. �f��) g. � X•�.�`_�gp�• 1.Oa �.(L5� 0.74 , SELECTED PUMP CAPACITY 3�_gpm 2.�b 0.g� 1.�4 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for all other applications . _�feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold.if gravity system,,zero. � �� •��feet .;., . . � . : 3. Friction loss ' � �, , a. Enter friction loss table with gpm and pipe diameter. Pipe Lengch Read friction loss in feet per 100 feet from table. � Po�c of Discharge F.L._ �'c� ft./l00 ft of pipe Tg�� b. Determine total pipe length from pump to discharge Eie�adon Difference! point. Add 25 percent to pipe length for fitting p�p _I,�� loss,or use a fitting loss chart. Equivalent pipe length-125 times pipe length= �.� x 1.25=��feet F-18b c. CalCulate total friCtion loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y P Y� $ � Fnaim,«.pc�aorc or o�p� . friction loss in ft/100 ft by equivalent pipe length. Total friCtion loss= x a.,b +100= feet 10 0.69 020 -�1- � 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 038 special head requirements,and total friction loss. 16 1.63 o.a8 18 2.03 0.60 20 2.47 0.73 0.11 S + S� + � ZS 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 3S 7.90 2.06 030 4U 11.07 2.64 0.39 TOTAL HEAD �_feet 45 1a:73 3:28- 0.48 �0 3.99 0.�8 �5 4.76 U.70 C. Pump selection 6o s.6o o.g2 l. A pump must be selected to deliver at least �_gpm (Step A) with at least �feet of total head (Step B). L-13 CERT�IFICATION # 00627 Loqs of Soil Borings • Location or Project Wildman Property, Lot 4, Fox Bend, Orono nor�n��s made by S-� Test=�q, Inc . Steve Schirmers Date 6-21-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger ased (check two) : Hand X , or Power , Flight , or Bucket X DepL�, Boring number 1 Depth, Boring number 2 in � in feet Surface elevation 972. 4 feet Surface elevation 9�2 • � _ 0 - 0 - ; Topsoil very dark ` Topsoil very dark gray loam i _ � brown loam 1 _ 0 - 1 ' Very dark gray clay loam { 1 ' - 1-1/2 ' 1 2 - i 2 ' -MOTTLING 2 _ " -MOTTLING } Dark gray clay Ioam ; 0 - 2-1/2 ' 1-1!2 ' - 2-1/2 ' i Gray clay loam 3 � Rusty olive brown 3 � clay loam 2-1/2 ' - 3-1/2 ' � � 4 - � 4 - Rusty gray loam i ' � 2-1/2 ' - 4-1/2 ' � Rusty olive brown 3-1/2 ' - 4 ' 10" 5 j loam S Rusty gray brown ; loam � 6 - , � 4-1/2 ' �:..g � 6 - 4 � 10�� 6 � i � , i � — j � — � s — � 8 — rnd of boring at 6 ' feet. End of boring at 6 � feet. Standing water table: Standing water table: � � present at 3-1�2 feet of depth, present at 2-1 2 feet of depth, 23 hours �after boring. 23 hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at � � feet of depth. Observed at �_ feet of depth. Not present in hole Not present in hole Comments : Comments : L-13 CER�IrIC�TiON # 00627 Logs of Soil Borinqs • Location or Project Wildman Property, Lot 4, Fox Bend, Orono ' Lor�.ngs ma-'e by S-P ':'est�nq , Inc . Steve Schirmers Date 6-21-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two! : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 ' in � in feet� � Surface elevation 971 . 5 feet Surface elevation 969 . 7 0 - ; 0 - � Topsoil very dark Topsoil very dark ; gray loam � gray loam 1 - � � 1 - ( 1-1/2 ' -MOTTLING � 0 - 1-1/2 ' ' 0 - 1 ' 8" 2 _ � Dark l , g„ _ 2 , gray �oa� � 2 _ 1 ' 10"-MOTTLING � Very dark gray i Rusty olive gray clay loam � clay loam 1-1/2 ' - 3 ' 3 - $ 2 ' - 3 ' 4" � 3 - . i � � - I 4 - 1 ' Rusty gray loam 3 Rusty gray brown 1 loam ' S - � � 5 - � . 7 , 6 - ,- ' 3 ' 4" - 6 ��•.. 6 ` 3 � _ 6 � i ! i � � i 7 - � 7 - ' ��) � 8 - ! � 8 - i i i i ::nd of boring at 6 � feet. End of boring at 6 � feet. Standing water table: Standing water table : present at 3 � feet oF depth, present at 2 � 4�� feet of depth, 23 hours �after boring. 23 hours after boring. Not present in hole Not present in hole Mottled scil : Mottled soil : Obse.rved at 1-1�2 �feet of depth. Observed at 1 ' 10" feet of depth. '�ot pYesent in hole Not present in hole Comments : Comments : L-13 CER�IrICATyO� � 00627 Loas of Soil Borings • �ccation or Project Wildman Property, Lot 4 , Fox Bend, Orono 3c�-i-:��s madz by �;-p iestinq, �nc . Steve Schirmers _ Date 6-21-89 Class�fiction System: AASHU ; USDA-SCS X ; Unified ; Other A�geY used (check two) : Hand X , or Power , Flight , or Bucket X DepLn, � Boring number 5 Depth, Boring number 6 �n i in feet Surface �levatior 969 . 8 feet Surface elevation 970 .1 0 - 0 - � Topsoil very dark Topsoil dark gray � � gray loam loam ? - � 1 - i o - 1-1/2 � o - 1-1/2 ' �10�T �ING 1-1/2 ' - 1 ' 10"Ura d�a 1� am bDo n �oa�il-1/2 ' - 1 ' 10"-MOTTLIN 2 - ; Dark 1 ' 10" - 2 ' 2" gra�oamay 2 - Gray brown clay � Rusty gray brown clay 1 ' 10" - 2 � g�� loam 3 - I 2 � 2�� - 3 � 2�� loam � 3 - i i � Rusty gray brown 4 - � Rusty gray brown 4 - loam ; loam i + 5 - � � 5 - � � � , � 3 , 2�� - 6:;.. 2 � 8�� _ 6 � 6 - •- 6 - 1 , i ; ; - � ' 7 - , i x � 8 - � 8 - � � �nd of boring at 6 ' �eet. End of boring at 6 � feet. Standing wa}er tabie : Standing water table : present at 3 ' 2" feet of depth, present at 3 � 4�� feet of depth, 23 hours •after borir.g. 23 hours after boring. Not nresent in hole Not present in hole Mottled soil : Mottled soil : Observed at 1 � 8�� feet of depth. Observed at 1 ' 10" feet of depth. Not present in hoie Not present in hole Comm�r.ts : Comments : L-13 CERTIFIC�TION # 00627 Loqs of Soil Borings � Lo�ation or Project Wildman Property, Lot 1, Block 3, Fox Bend, Orono �oririGs made by S-P Testinq, Inc . Steve Schirmers Date 8-9-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used !check two) : Hand X , or Power , Flight , or Bucket X Depth, Bori�g number 7 Depth, Boring number 8 in � in feet Surface e'_evation `1 � feet Surface elevation `�1 ) ! , f 0 - 0 - I Topsoil very dark brown loam Topsoil very dark 1 - 1 - brown loam 1 ' 10"-MOTTLING 2 - 0 - 2 ' 2 - 0 - 2 ' Very dark gray clay Dark brown loam 2 ' - 2 ' 10" loam 2 ' 8"-MOTTLING 2 ' - 3 ' 3 - 3 - Rusty gray clay � loam i 4 - � 4 - Rusty olive brown 2 ' 10" - 4 ' 8" loam 5 _ Rusty gray silty loam + 5 _ 4 ' 8" - 5 ' 4" Rusty gray ,;ioam 6 - � 5 � 4�� _ 6 � 6 _ 3 ' - 6 ' 7 - 7 - 8 - 8 - t � �'nd of boring at 6 ' feet. End of boring at 6 � feet. Standing water tab?e : Standing water table : 4 � 8�� present at feet of depth, present at feet of depth, 23 hours •after boring. hours after boring. Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1 ' 10"feet of depth. Observed at 2 ' 8" feet of depth. Not present in hole Not present in hole Comments : Comments : CERT. �00627 , . __.-- . PERCOLATION TEST DATA SHEET � -,. 5-P Testing, Inc. 6-22-89 1:46 a' Pcrcolation tes:readings made by on staRing a p.m. r�� Lot 4, Fox Bend, Orono 1 6-21- Test hole location ,Hole number ,Date hole was prepared • Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil ct,ita from test hole: � Jepth, inches Soil texture 0 - 12" Topsoil very dark br_own loam Knife Method u1 scratching sidewall 2 Depth of erive! in bottom of hole inches ' 6-21-89 2 : 30pm 12 Date and hour of initial water fillin,g ,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 a _... ,Maximum water depth above hole bottom during tesr inches Time I Percolation ' Time � interval, I Measurement, Drop in water rate, Kemarks minutes i inches level,inches minutes per inch 1: 10 i prefill i 6 1 : 46 � 1 : 56 i " . 3-1/2 2 . 9 10 min 2 : 05 2: 15 . � " 3-1/8 3 . 2 " " 2 : 25 j 2 : 35 i " 3 3 . 3 " " 3 : 00 � 3 : 10 � " 2-7/8 3 .5 " " i I � � � � i � i i � i � i � , ; , _. , .� i � 3 . 3 Percolation ra�e = , minutes per inch. CERT. �00527 . �'ER�ULATYUN TEST DATA SHE�T � -�. S—P Testing, Inc. 6-22-89 1 : 47 a.m. Percolation test readings made by on starting a� p.m. , �a,�r� Test hole location Lot 4, Fox Bend, Oron�ole number 2 ,Date hole was preparecL 6-21-89 . 12 6 llepth of hole bo[tom inches,Diameter of hole inches Soil e+<��!a from test hole: � Dept`�, inche� Soil texture 0 — 12" Topsoil very dark gray loam ��iethod of scratching,sidewall Knife Depch of grave! in bottom of hoie 2 inches � 6-21-89 2 : 30pm 12 Uate�ind hour of�initial water fillin�� ,Depth of initial water tillino inches above hole bottum - - Methocl use�tu maintain at least 12 inches of water depth in hole for at least 4 hours Automat ie s iAhon ,Maximum water depth above hole bottom during tes� 6 inches � "Cime j '� Percolation � , Time � in:erval, :Vleasurement, i Drop in water rate, � Remarks minutes � inches � level,inches minutes per i inch , 1 : 10 refill ' 6 i � 1 : 47 1: 57 • " 2-5/8 3 . 8 10 min 2 : 06 2: 16 " j 2-9/16 3 . 9 " " 2 : 26 ' 2 : 36 " 2-1/2 4 .0 , " " 3 : 01 ' 3 : 11 � " I 2-1/2 4.0 " " , � _ ' --! I I , ,, i ; ; � ; � � ; � � j � ! I � I i � __ , -. ' i i I .. ?ercu'at:on rite — 4 • 0 minutes per inch. CERT.�Q0627 � . � PERCOLATION TEST DATA SHEET ' .,� Percolation test readings made by S—P Te s t i ng, I nc. o� 6—2 2—8 9 starting ar 1 :4 8 �� r„\ IJun� Test hole location Lot 4 , Fox Bend, Orono Hole number 3 , Date hole was preparecL 6—21—8 9 Derth of hole bottom 12 inches, Diamefer of hole 6 inches Suil data from test hole: Depth, inches Soil text�re 0 — 12" Topsoil very ��rk ::��c�ay loam Method of scracching sicic�,val1 �nife 2 • Depth of oravel in bottom of hoie inches Uate and hour of initial v�ater filling 6—21—8 9 �ept�o�initial 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 Automatie siphon 6 -� -.— , Maximum water depth above hole bottom during tesr inches � Time I I Percolation ' "I'ime � interval, i Measurement, I Drop in water rate, Remarks minutes � inches level, inches minutes per ' � inch � 1 : 10 � prefill ; 6 1 : 48 � 1: 58 ! " 3-1/8 3 . 2 10 min 2 : 07 � 2:17 ; " j 3 3 .3 " " � -- 2 : 27 2: 37 � " 2-7/8 3 .5 " " 3 : 02 3 : 12 I " 2-3/4 3 . 6 " " � ' I , i i I I , I . ' I � � � i ; , _. � • � �. , I ' Perrolation rue =� 3 'S minutes per inch. CERT.#00627 ' � .� PERCOLATION TEST DATA SHEET � ., a.m. � Percolation test readings made by S—P Te s t i nq� T nc. . on 6—2r2 c�8 9 starting at 1 : 4 9 n� Test hole location Lot 4,. Fox Bend, Orono Hole number 4 , Date hole was prepared 6-21-8 9 , 12 6 Depth of ho!e bottom inches,Diameter of hole inches Soil data from tes!ho;e: Depth, inches Suil texture 0 — 12" Topsoil very dark gray loam !v?ethoc!o!'scr�crhin`,sidewal! Knife, Jepth o£gravc! i�botcorn ef hole 2 inches � 6-21-89 2 : 30pm 12 Date and hour of initial water 1'iiling ,Depth of initial water filling inches above hole botwm � Metho�used to maincain at least 12 inches of water depth in hole for at least 4 hours Automatic S iphon ,Maximum water depth above hole bottom during tes� 6 inches f ' "Cime � � Percolation ' Time ; interval, j Measurement, � Drop in water rate, Kemarks minutes � inches i level,inches minutes per ; � inch 1"10 prefill ! 6 i � 1: 49 ; 2 : 19 " , 3-1/4 9 . 2 30 min 2 : 28 ' 2 : 58 ' " 3-3/16 9 . 4 " " 3 : 03 '� 3 : 33 i " 3-1/8 9 . 6 " " I � j� � ' � � � � ; � , ; i i ; - . , , � � � ' ; w -- ,I , I .. ; Percalation ra!e = 9 . 4 minutes per inch. cER�r.#00627 . � � � - . YERCOLATION TEST DATA SHEET � .. ' a.m. Percolation test readings made by ' �-p TP�t-i nq� TnC . pn 5-?_2-89 starting ar 1 : 50 .�'`� i,u„�� Test hole location Lot 4, Fox Bend, Orono � Hole number 5 ,Date hole was prepare� 6-21-89 , Uepth of hole bottom 12. inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 12" Topsoil very dark gray loam Methoc!oCscratching sidewall Knlfe 2 � Depth of gravel in boctom of h�le inches • 6-21-89 2 : 30pm 12 Date and hour of initial water t111ing ,Depth of initial water filling �nches above hole botwm - Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon 6 � _ ,Maximum water depth above hole bottom during tesr inches j Tip�z Percolation ' Time � interval, Measurement, Drop in water rate, Remarks j minutes j inches i level, inches minutes per � ' inch i i 1 : 10 ' prefill i 6 i 1 - 50 � 2 : 00 � " ; 2-13/16 3 .6 10 min 2 : 10 � 2: 2 0 ; " " �� 2 : 2 9 ; 2: 3 9 ' " " ° �� 3 : 04 3 : 14 " " ° ° �� i � i , I I I � I i ; I _ _ � I � ' - i i .. ,' � • Percolation rate = 3 ' 6 minutes per inch: CERT. �C0627 � . � � . . PERCOLATION TES�'DATA SHEET '� ., f S—P Testinq, Inc. a.m.� Pcrcolation tes,readings made by on 6—2 2—8 9 starting a 1 :51 ,-- m (Jurr) Test hole location Lot 4, Fox Be1�d, Orono �Hole number 6 ,Date hole was prepared 6-21� Depth uf hole bottom 12 inches,Diameter of hole 6 inches Sui':da!a from±es!hole: Denth, inches Soil texture 0 - 12" Topsoil dark gray loam Method of scratchir.g sidewall Knife 2 Ucpeh uf gravel ifi bottom of hole inches � 6-21-89 �- �O�m . 12 Date and hour of initial water tilling , ept o initial water filling � inches above hole bottom - � Methucl used to m�:ntain at least 12 inches of waterdepth in hole forat least4 hours AutomatlC siphon 6 -� .-,. _ ,Maximum water depth above hole bottom during tes� inches i Time � Percolation ' 'fime i interval, Measurement, Drop in water rate, Remarks iminutes � inches � level, inches minutes per � � inch 1 : 10 ; prefill I 6 1 : 51 2 : 01 I " 2-9/16 3 . 9 10 min 2 : 11 ' 2: 21 j " 2-3/8 4. 2 " " 2 : 30 2 : 40 � " � " " �� 3 : 0 5 3 : 15 ' " " " �� ; � � , i i i i i � ' i ; � , , � � , , , I -� � � � I i i Percolation rate = 4 ' 2 minutes per inch. C�RT.#00627 � , , , - . PERCOLATIO\TEST DATA SHEE'i' ��, ':.. S-P Testing, Inc. 8-10-89 11:12 +_.a.m. ; Percolation test readings made by on starting ur p.n� w�,rr� Lotl ,Blk. 3 ,Fox Bend, Oro n0 7 8-9-89 Test hole location ,Hole number , Date hole was preparec� • llepth of hole bottom 18 inches, Diameter of hole 6 inches Suil elata from test ho!e: Depth, inc!�es Suil texture 0 — 18" Topsoil very dark brown loam Method of scratching sidewall Knif e 2 • Depth of gravel in bottom of hole inches Date and hour of initial water fillino 8—9—8 9 ,Depth of initial water filling 12 inches above hole bottom " Methoci used to maintain at►east 12 inches of water depth in hole for at least 4 hours Automatic s iphon 6 , ,Maximum water depth above hole bottom during tes� inches Time I Percolation ' Time I interval, I Measurement, Drop in water rate, R�marks � minutes i inches level, inches minutes per , � inch 11 :00 prefill i 6 I 11 : 12 � 11 : 22 " 3-3/16 3 . 1 10 min 11 : 23 � 11: 33 ; " 3-1/8 3 .2 " " 11 : 35 11 : 45 + " 3 3 . 3 � " " 11 : 47 j 11 : 57 " 2-7/8 3 .5 j " " i j i , � i i ; ; _ i I ; I ; � ; � � , , , I .. Perculation rate = 3 '3 , minutes per inch. CERT. #00627 � � � . _ . YERCOLATiON TES'I' DATA SHEET S-P Testing, Inc . 8-10-89 11:13 `�'�"' ~ Percolation test readings made by orL starting ar p.m. ' wurr, Lot1,B1k.3 ,Fox Bend, Oro 0 8 8-9-89 'Test hole locatio� ,�iole number , Date hole was prepare� llcpth o!�hole bo!tum 18 inches,Diarneter of hole 6 inches Soil clata from test hoie: Depth, inches Soil texture 0 - 18" Topsoil very dark brown loam Methu�l uf scratching sidewall Knife . 2 Depth of gravet in bottom of hole inches Date and hour of initial water filling 8—9—8 9 , Depth of initial water filling 12 inches above hole bottom � Methoci used tu maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC siphon 6 '.. _ . ,Maxiciium water depth abuve hole buttom during tcs� inrhes Time � Percolation Time I interval, I Measurement, � Drop in water rate, Rcm:�rks � minutes inches i level, inches minutes per i � . ; inch I r 11 : 00 j prefill .I 6 I 11 : 13 ; 11 : 23 i " ; 2-1/8 � 4. 7 10 min 11 : 24 � 11 : 34 � " 2 5.0 " " 11 : 36 I 11 : 46 " j 1-13/16 5 .5 " " 11: 48 11 : 58 ° 1-11/16 5 . 9 " " ' I ! I , I ; ► I ; , � i � - � , ► � i ; � ; � , , , -- ; Yercolation rate = 5 ' 5 rninutes per inch. PERFORQTEO LOAMY SAND CAP �AYER OF GEOTEXTI�E :,,,�._ _ LATERQLS FABRIC PERFORATEO LATERAL .F`�' ',�•. . -.. _ . ';�'�•� . GRASS COVER 6 INCHES SANDY �onr� s0i� � ;� �-�� ' ,':`_�� • TOPSOIL , ,.��Y�, '' ' '^ � :LEAN SANO FIIL .. ..�i �' / ;�if j . .. - i' J�/ .�, �� '� NAXIMUM SLOPE—� � � : i. � ;'�`� 3 TO � ,� �•. IAYER OF GEOTEXTILE � t f �� CIEAN ROCK a" FABRIC OR 4-tIdEHEsOF .' ` . � `�i �'�� •� TOPSOi� ' 3ia TO 2'/Z INCHES , y , , P�OWEO OR % SIOP NAY—GCW€-hi€�$Y ;� '/ . / j` OISKED SURFACE BU+L-QtN�-PAPER :�' �, '.�/� � z�� , sueso�� I�/ OR 2` :r":'•'"" '%�.' , � � � CROSS SECTION A-A PIPE �ROM PUMP-� �':'•' ��i:/ i' � �;'� . � _J,,' �/ ,��,%,.( i :' / �. /, , 3 PiPE FRpM �/�_2�/ , �' �/ / � �� PUMPVNG GNAMBER CI.tAN F�OCK � '� •' ., '�I� pIVERSION F012 � � � %'' ' ,�' �� ' .+ �� ,I SURFACE WATER ~ ' � � 6� TOP S01 L� % /� �' a � � ;� _ � �� / 'i . -. .f� •�' � �� s �r rl -- _41�_`•,J..�J.+' �.�F' ,�� ,�� '�.� � �� I' — t'`�% �� 'PERfOR4TE0 ' � �;�� _ --�:� _�;�/�9��/�� Max ( ,�j�, _ LaTERAlS , ; i - _�,�,L� .� ,_ y�� ,�„ ...t.,: � ,lF S E I,� .� , � �.,;.; ,-.;,��.; _ � � . , .0 lOP "?�—• .�'- .:;.. ::F; :;,;� — � ' ` . � ' i $ QN . �, `'a s, �'►. ' . � � _ 4(Vp %' � � 3 1;;::. _ Fill SQD-i..�,��i16 ``,�" . :,'•�,•.• BEO AREo � � �� Z ,�.:;•...;.: . 6RpkENYUP ; , `�''��`:;'`;.'.: _ � '----�� W :- J '.� " � _� �.::8`:N_ATu p� . a, - I W � W ; � m � A�R�E RA� �:• .'�—�.. I , _ , z I R �AYER — — — � i � z ? � — � � I _ INCHES I��#� � �NCHES _ LAYOUT OF PERFORATEO PIPE LATERALS FOR = � ; : ; � _ PRESSuRE OiSTRIBUTION IN MOUNO —- ' � � - �—'— — —� � - - 10 FEET�_piKE 01KE --� MAX. Cf-FERfORATED PIASTIC PIPE _ �� —TOTpL WIDTN - ,�PERFORATIONS SPACED 36' = `pRAr10N gP�ClNG -i/ � i I ' •� ' ' •` ` \ END �N CENTEA. PLRFORATION � R Si7E Mnv BE 3�i6; 'hz� � � Y, PE PLAN VIEW v I E W �R y<' �-��'� �6j. �� . . � '��'" ' � 2�MANIFOLD �� END PERFORATION OF A PERFORATED LATERAL . I, '�'._ PIPf � � °"��PEIiFORAiiONS ON 807TOM Of %+ � _a /-Grou Cova O PLA571C PIPE �% i� /r•� �op•oU � �'� .i�l� .}�' � . .. . � ��i- _�\ _ -__ .,� � Lo �r of GeouilW ioC�ic (vHar• � ��(ALTEp11ATE LOCAT�pk loomy Sond loy�r b '�is/,� OF PIPE FROM PUf.IN) . ,�witrt-rnt7osin-pop�- y�1\ �� +-Pala Iwn Drd1eJ Horl+onially � / �:x • .�Nlo C p PMor Top r • L END CA� OQ•. % % ��/s Plus _,,.,,-A� Uo�l 12'lo Edp� Rd(, � o n FfNd Rak , of tixM Lay�i / Lp,E � . � ,' . ...,. �_P�rIwdllon��Local�d ol ��'� pRA1E� z'P�uE iROM u�an s�,a �y.. eo�� or �a�.,o� �% QF pERF P�MPING CNAMBER m/ lN _ ----�v- \��fP/G Or�p�noi Soil ProP�rly Stulfi�d 8•Ia�Placi�p So�d Loy�r . . � ;-� REOW000, CEO OR WATER TIGHT Q IOCKABLE EIECTRIC BUX—� TREATEO POST�q x 4 min) ' PIUGS OR ELECTRIC CONNEC710NS— —�--_ /-INSIDELBOX�C CONNECTIONS MADE Z" PVC CONDUIT SCHEDULE 80 -�- MANHO�E COVER CHAINEO 9� LOCKEO 6�SP� LOOP OF POWER CORD FOR SETTLEMENT SEALEO MANNOIE RINGS-- FINAL GRADE � ! � � i ,„�'• AT IEAST 12" •.`�'� - � BELOW GRADE UNION WIRE FROM POWER SUPPLY —�• ' � PIPE IS IAID ON A UNIFORM SLOPE FROM ^ /!� . FOR PROPER ORAINBACK�L TREATMENT MEA SEALED TANK COVER-- ��NIONE OTGET ELEVATION FOR ORAW�ACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO WITli ANCHOR-----�� — yyEEP HOLE ALARM FLOAT ON SEPARATE EIECTRICAL CIRCUIT-- NOTES� EIECTf�ICAI WIRE FROM POWER SUPPLY START_IEV�S7__ _=.�.r _ ._ MUST NOT RUN OVER ANY TANKS 8U1 MUST BE LAID BESIDE OTIIER Tl1NK.S 3 1 �� AND MUST 8E PL�C[D IN CONDUIT ALONG POST SHUT-OFF_LEVEI.`Q _ __ _ _ EIECTRtCAL CORDS FROM PUMP AND � FLOAl'S MUST 6E Rl1N TNROUGH PUMP CUNTROL FLOl1Y � CONIACT. WIRFS CANNOT HAVE GROUND �� __ , ` Fi6urc F-R METAL � COVER �- _� =� _�' �? ��, ��. -� — .�..�� _ , j, o� `, �� - la � ', + � _�:. � . I •A__ �i 1; � .Y. I >�''� �� i, � , � "� i � t _ _ i ;Yc u ,,,.-r_-.:,_ I —_- - — � CONCRE7E - ,:z,�` MANHOLE RING � METFIODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHO{?1ZEU ENTRY Fibur(-C-i 4 � ! � S VERTICAL SIDEWALL SEPTIC TANK � ��/--FINISHED GRADE - AT LEAST--� 6"TO 12" SOII AT LEAST 4" DIA. COVER 4" DIA.�.� MIN. -AT LEAST I" � AT LEAST I" ---- , ,..,, . .. � ., - _ + - --- A • --►. � � A DIMEN510NS FOR TANKS WITH _VERTICAL._SIDES - - WIDTH_W 24" M�NIMUM --- ----- ' LENGTN, t_ 2 T0 3 TIMES THE ._WIDTN ____ B DIAMETER 60" MINIMUM __ __ , � DEI'TNLO _ 30"_MINIMUM; 79'MAXIMUM _.___ C � ---- — -- - - A 0.2 D __ AT LEAST g 6" MINIMUM; 0.2 D MAXIMUM _ 6" _ 3,. _ c _. .O.a o _.. ---- — - -AT LEl1ST 4 FEET - - '� - —"-^ r�o�F s.. � i f. S/J�i1ni�V1ECS�T1.fnSI�INQiES�NDUA�f-1PR �. AWUK�EWVERSS�U�LIiIELOGAIEDW�in�+viNG�Fs. 2. I�iCf1F.S��N I.U[lXl!_O�l r,¢7��F Mnr�l IOlCS.�O'lFnSt If t1E MnN1WlE 131MIIM�1611f Np�EDOF lllf SllfttAf%E �II�rY.f�SICX1MJUtCN:Aifi)W�I�IW6fEE1GY�KlT/U�K 6 ��1K7MV�IS(MILEQf.�WEENf.NVOfIHIEI�'r'F.AMU V�M.tS �. IwK�v'lCIpN1`k'FO�AiLEnSl�w(;��[S{1iM�1:lE�1 NEAf1ESif��1(7N011ffl[91A1111ENUl.C5S1ilAN6WG�kS onnrMNirolES��.�aE�OGn1EDcrvEnDO�rt��EoaEi On�+qr,a��nlnHitNCi�Es. nrm(xlilL I UIVICLS iF�F CE��iE11l�NC Or��f:r��lG�►:�� 6 �Of11101Y1(XI I11�CVl�NN1�Cn1 IANIcS DIMCNSKXI�IS 0.�50 ��If�lS SI V1Ll UL l l lC CA/.!AS l l lC GCN l l n{INF f1f 7NE ANn Dlr.f:NS1pN C 1,^.D.]5(1. UNfLEp'CHMlGSO�ISANi1NIv1CLS A11U11U1N5{'kCIION 1'Y'C�MI!:T Pf IOCAI lu fl 1 W((N Tllf�ME 1/1M1(Xl11(i ON fLFS -- _- • � PENCIL A �� t � ..• 6 � � {'— 20 ri �y/ MANH LE i, �r � . INLET SCUM �. ' �; OUTI.ET .+ ';,'��OUTLET LEVEL �� :� �.� Y' � %� �.. ��'� � •� �r 1� � _.__ SCVM CLEAR SPACE DATE r TIM CITY OF ORONO CALLED IN � v'�� Gt/yJ INSPECTION NOTICE SCHEDULED �n '„?o_ • 3O PERMIT NO. `7bb � COMPLETED ADDRESS � � � OWNER � QlL CONTR. TELEPHONE NO. �7a" a 3 /C� � DESCRIPTION��C'i1•f�d�• � 7 trn i'�lZe�u�11GC, � 01 FOOTING 11 MECHANIC L RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL TIC INSTAL 22 FOLLOW-UP i09 PLUMBING RI 2 INAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_Ni0 y COMMENTS: C�" � �j / � W — a J ` O >. � O � W � Q � 2 W w � W � � d�ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING ' PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN 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 �r/Contractor o �r. White CopyAnspecto�s Flle Canary Copy/Site Notice DATE TIM CITY OF ORONO CALLED IN L�� INSPECTION NOTIC SCHEDULED �c—c— PERMIT NO. �� COMPLETED n �—' ADDRESS � OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 ME ICAL RI 18 DCCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL F�NAL 19 LAKESHORE/WEfLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTORTOME OU: YES_NO I Z y COMMENTS:�' " o� W � a � � O >. � O � W � Q � Z W � W � � d ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE w � q CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT �` ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOH WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �' ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor on ske: Inspector. White Copyllnspector's File Canary Copy/Site Notice � DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NPJ T�aI,C SCHEDULED PERMIT NO. /v COMPLETED '� r� ADDRESS �� OWNER CONTR. TELEPHONE NO. � DESCRIPTION ly 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTI 21 COMPLAINT � 07 DEMO-FINAL 1 TIC LL. 22 FOLLOW-UP = 09 PLUMBING RI TIC FI L 35 HARD COVER REMOVAL J 10 PLUMBIN 36 FOUNDATIOWREMOVAL Q OWNERI NTRA R TO MEET Y N � .� y COMMENTS: ¢ a � j � � 0 � � 0 � W � Q � z W � W � � d ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W Q ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UiVSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN �NSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Cail for the next inspection 24 hours in dva ce.473-7357 OwnerlContractor o Inspector. White CopyMspectoPs File Canary Copy/Site Notice DATE �Tl�it� CITY OF ORONO CALLED IN ' � �� INSPECTION NOTICE SCHEDULED � � PERMIT NO. " COMPLETED � ADDRESS d OWNER �iX�CONTR. TELEPHONE N . / �a ��3 /so � ` � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAIM. 21 COMPLAINT � 07 DEMO-FINAL 1 LL. 22 FOLLOW-UP = 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBI L 36 FOUNDATION/REMOVAL � OWNE ONTRA R TO MEET OU: ES_NO ��., COMMENTS: � ' . -r" W � � a � ; ? � _ � 0 a o� 0 � W � Q � z W � W � J d � � ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUiRED.CALLTO ARRANGE ACCESS. Call for the next ins ion 24 hours in advance.473-7357 Owner/Contractor ' e: Inspector. '� �--� White CopyAnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION N SCHEDULED � PERMIT NO. COMPLETED ADDRESS OWNER CONTR. � TELEPHONE N0. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTHACTOR TO ME U:_YES_N y COMMENTS: — � W � a j ' ; � O � � � O � W � 1 Z � '� W � W � � � d W� ❑/WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W�CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR �INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor o Inspector. White CopyllnspectoPs File Canary Copy/Site Notice