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Home My WebLink About1999-011675 - new septic system , PERMIT 4 CITY OF ORONO PERMIT TYPE: : _ _ � - - 2750 Kelley Parkway- P.O. Box 66 � -�..- =: `�'" {=;�' Crystal Bay, Minnesota 55323 Permit Number: �,::.�, (612)473-7357 Date Issued: i_�;:;��:,;::tl;_: SITE ADDRESS: _._:.i;;'s i�i s i;.—-1..��'� ,'1.��'.; _ . s :!—i —�I i� — —•t' — - — IDESCRIPTION: . __ :;,." .- - _;�� - `4� . -- . � - ' _ �.,:_�, ._�s�;,,.Ls;= _. .��. _�,� 4, ��,r,.•;i�:__ i; . _ . .� � ��s=s�.�T �:`,'`^�j;� r`i' ri T.t�i: €.ii;:�: f ` l-f�-`— � E: �.'t— REMARKS: FEE SUMMARY: f��'�� :�.� . _ _i�_i ;�i;_i �i.�i 1 :l i' T• E-�i�• F��%��, i 1"�:r: .� � �� 1 _ _ , _��j . CONT�iA�TQR;:._;_ _ M �`'`':�_:' '.`r.=�'`r. ` OWN.ER: _ ;•�r';'-'; �-, �:.;;` �' . . . . i,�w:; ��7. �i � - - _,.��; t �:� . . .. . . ___ _ . . _. . . _ _ . _._ _ _ . .�`1��. . ._ . . . .�_ ; _,`t�ill� =:T }+�'� _°�•�_� �_ji.,_{,„t� �a'��:4 S�:: } • j _L �-' � =L.;�=�� — —:— �;�: i°ii�lii. t �"l.i.«f�'_' S ?t�`! _. _ ,,,i��..'• k_,irji„��:�v_1 , .�4 _. �. .. ... _. •) , ' ' .� � _: .... ; .. ,_ .. . `. . . .. _ ,.., . � i f r-lei F� �'1=�' � 3"r� ' [". . . .�... ., . ."_. ' � [-;t- c:,'.s_ __: ._.;��iu�-�,,! I—i``_�s- . ;-;_:,'t_# R :�: , `�.;si 3�, ::_;_ _ . . . _ :r°€i-•,,r . ._.� _. ._.. _ . . ._. . __! .__. . . .. __ �r� _' ._._,__ ;:� ,; i— _ 7 S _,`.;:r.��, 'r'�,'.t�..{,V '_1_ (�.f�;Y ��3,— '��t=`;:{..�. i•`.E..,' :'C`�=.: :=a�;b=i;;_� 4.S' _ _ �:___ f:;;t_,``.::. W?� ._ . :'�:d.'_� . _ .. __, . ._. .. _ . !—i . . _ _ . ___ s_�` � . .�_` _ . ., �: ..�i_.;:_. f�;f;i<; —� f �-:'� ` :;..' ;'{i # .t_,:4.i_i i F-S �J, �J i i`Sl� � f!;;— " : S�- � L . _ __ _. . _ .. _.._ . _. _ ._. --- - -. ._ . .. . _. . � APPLICANT/PERMITEE SIGNATURE � ISSUED BY:SIGNATURE �Q�,� CTI'Y OF ORONO SEPI:TCSYSTEI�IPER�ZIITAPPLICAI�O�I , � ,,�� Box 66 (2750 Kelley Pazkway) � ,� � l �: Crystal Bay, ?1�I�T 5�323 ' . JOB SITE ADDRESS: � � � C.� v l c�_�,��; e..J . . � Occupancz• Type: � Residential` ✓� Commercial � Other � Permit T�•pe: I�'e�v or Repiacement S3'stem, $100.00 '� • Repair Existina System, � 50.00 ' (Tan�s or Drain�ield) 0.50 State surcharge added to above fees � *See fee schedule for non-residential permit fees Osvner's Ir'ame• �-�� S��, � Phone\Tumb�r: � I1�Iailing Address: City• �P' � Contractor's IrTame: `-(��5 } S<��s Fhonel�Tumb�er: ��S-�;��-- 31�Iailing Address: � � � z`� S r s r� City: yyr�-,,.�-�v;� �P� � DO �TOT tiT.A-1L PA�'IENT �4'�ITH THIS APPLTCATIOti' _ GE\TERAL Ii�tSTRUCTIO�IS � . �, Applications for septic systzm permits may be mailed or submitted i.n person at the Ciry Offices; however, permits will no[ be mailed out. The permit must be picked up in person at the City Offices and work must not be�in unless the permit card is on the job site. � J 2. perrnits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3, All work must be done in accordance tivich the approved septic system desi�n. Design repor[s are not considered approved unless accompanied by the "City of Orono Septic Syscem Approval" cover sheet si�ned by the City Inspector. c}, : The follow�in� inspec[ions will be required for aIl sep[ic systems: _ : .. . � p,, pre-in.scallation site inspeccion to include inspector, ins[alier, and general contractor. B. Tank installation prior to cover'i.n�. C. Drainfizld trench ins[�llation prior to coverin�. For mounds, inspee[ion is required after rou�h-up buc grior to sand placemenc (sand will be jar tested for silt content), � and a�ain durin� pressure distribution pipin� installation in � rock b P• S�tion D, F i.n a l i n s p e c t i o n t o v e ri f y pro per fmal cover de pths and to veri that alI ump (where required) components are functional and comply with codes. 5, Iridividual holdin�IvLPCA Installer Cercificate shall be present durin� inspec[ions: A 2`�" hour notice is requixed for all inspections. NOTE: �Applicanc rriust irutial all spaces. FilI in all appropriate bIanks,� check all a ro riate boxes. . pp p / �� 1. I have received a co ' py of the system desi;n includin� the Ciry of Orono Septic System Approval Cover Sheet. - . � � �J 2. I �viIl b Q � � . . e installin� thz fo11owinQ:'� - . A. Tanks: ��precast Concrete Ocher 1VSanufacturer��w� � Tank Capacities: 1) ��G� gaI. 2)jC�z;' Qal. ^ , � ,) ��a�i, . � - B• Pump Station (if required) Pump make & model ��c��/�Q l,��05"'// (attach pump curve & literature); system desi�n requires � � opm ac 1� feet of head. Hi�h tvater aiarm make & model � j�,�,,,,� • ' electricaI work to be completed by�`��ller • Outside other eleccrician . Inside electrical work must be completed by electrician. � C. Treatment System: � �� Trenches: s.f. �/ IVlound Depth of rock below pipe " Rock bed dimen.sions �Q �'x�-� ' Drop Boxes � Sand bed dimensions L'x�° - Distribucion Box Pressure Dist. Pipe Diam. i '�z " .Maniford Pipe Diam. Z: " D. Final Cover/Topsoil to be: �onoived from site (show location on sice pIan)- � irucked in The undersi�ned hereby applies to the Ciry of Orono for issuance of a septic system installation permit, agrees to do aIl work in s[rict accordance wi[h the ordinances of the City and the reguIations of the State of iVlinnesota, and certifies Lhat all sEatements made on this appIication are complete, true and correct: ._---��T�-I� - < � / , _ Si�natureofApplican[: j�-��-° Date. 7 '��, � ��' MPCA Cer[ifcation No.: � �f � � . - � Staff Reviesv: Approval � Denial . . � � ReFietiver: � • . � � / Date: T - Z�- ��i Reason for Denial: ' � � +� r � �� i�.�� CITY OF ORONO � 1,°t� c� � SEPTIC SYSTEM APPROVAL O !�� O � . � .] �:;�� 1��- �ITY of ORO�TO `�� 1 � ;, LC�•�,: Y7 . . .� ,, - � (� Iti� ��,��,>' � ,� hiunfcipal Oflices � �, ,•�. :�d i �. � Post Offke Box 66 �� G - ,`�� Cq�stai Bay,hL'nnesota 55323-0066 kESH�� ,t�,, ��'� �� - LOCATION: 160 Goldenview Dr. OWNER: Kevin Schmid ' GENERAL CONTItACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing, Inc. REPORT DATE: April 7, 1999 The City of Orono has Approved your on-site system design as of April 21, 1999 (approved-disapproved) (date) witlt d�e following corrunents: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until tl�e Inspections Department has verified that primary and alternate sites are adequately pro[ected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed wi[hin 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF O N By Stephen ec n, n-site ystems Manager TELEPI IONE-473-7357•FAX-473-0510 S�P TESTING� ��C. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#394 APRIL 7 1999 Kc.VIN SCHMID Lot 3, Hallson Estates Goldenview Drive Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, � 4. bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - Hb6 - Hayden loam. The seasonally saturated soils were located at 12��to 3 0��(mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging .4 0 �'�ripi A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A waming device must be installed with a light and sound device, this is in case of a pump failure. 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 tumed over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. 1 Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water(laundry, showers, etc.) human waste & toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the baeteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. . �� Steven B. Schirmers 2 - f'�'--- - --- _�.sZ-�'----- -- —1 1Q� ' � �+ y I � � I 1 `,ovJ �'eo'4bs� 'P.�N?>t-�V i �c3.z. L��m� ..w'f�1'C�s-� �X4�-1 ia 5/�� t/ov.o �� tl�� S C5� �� 7L 1 #�05,/ �KfG� A�.�- N�Eh\/`f 'E4il�'Pr�1'��-� o � o� -S'� ' 4Re�o5�c-o 'iw.� 4�o'r'os-��P -f�A-��1'S�'� R�'r�As �L-FoR� '�s WELt� � R�='C'fTL GO�S'CCLuc-'�l o�:. ia,.� � + - - — -t ( IDS•� ,s, l � G! 30 �'�oo.i'3o 0 +�ao_� 33� -�c �`:?r'� o Q�Q' � /\/� � io�o �'� � \�- --"t - � � �v vv � �¢oPosf�� a�` r--��,{=5� � � �' __ .., ; � " \aOUS'� ` � . � �� - ' QF� � � — -- � _ /1 ,S� � �ao`F-___ �� N A`� } � � - - - . , : '`.. . + r �. i- - _'-'i �07.}� r Ejn{ �_�1 ��.1? '1�. _�-- �(� �✓ . ` � , io•.c 5i ��.� i M � .. 1 �_ . .. _;'f04 Ofr '(�''.�i �1��-'C?�'�� \ .I cY�v , . . . .. .. , � � ' lo .10 �..� �Fo..l°��. � � � ., , , .. ._ .�-i . ... . . �� ___ ._.,_t �C3��='� �� `30 ,�- �� '� , ��,�s F,S�G?�n -��_ � � , ,_ � : . , M -{ `p,� _ _ �e� -30'? a�� Ci [' J� � • c�'L'SUBhV��T �L-/00-0 rov.y \ �'S,r��, . •i�,� 'w�—1 ��,,,,� , , �w r�c sh=ill bG dcna � _ � `�h �rc^x �. � � 1 � rc�' �� 3 x+ znn,ng code. � } �n ful� , -:,��in this review. _:_�------ __-._,_ 1 Ji � ms.5 / ` T � �sG� `�� 't -�i... . .:�_ _�v �,,,_ kC ALL�i'Ih1ES ��_ i � � � ��,!% � �os,2 � -, �� t ��-'��' • � 9 Percda!ion Tests Sc�le: � � S� IoZ.V �` \� � ''/ t/ '�1'�G_a� � ��- - � �. �� .- / _'� �.::.�:�.-- ��jpl� 80(If1CjS . o � ��i 3 � 'o�`� _=�---�`��— �Benc1: Mo�k ' --t c_ �,3 S L�,_v _i_1•_.--' = � "�� I Note� This system is to be c;onstructed to meet ' � �3.s I '� I ; the Mir�nesola Pollu!ion Con'rd Ayenc7 \ a��,-�,o��a� ��M�-�.K I � Chapter 7080 & .Local Ordinanc �� o� �� - s� -fo�a� � �U� Low I � Check all underground �tilities �_ I I �o� � . i ; -\ , ; P�i'CPERTY OF: ��-�/�� 5 L1-I M-�-� _ � � ' � � � �� 1-0�3 � N A�-`-So� ES-C A�C�S i ------ y -�v - 7.5� �- \� —��. c��o�so �v,Y� ��,.�u 00. 1 i i � . S-P TE'S!/NG/N�j, i ---- — ---- -- — --- — -- Devgned By�_��w��, li,�`�i/tr,_ I � � Do'e��./..�5/� f'N.�i�2-497-35�6 � 7'L ' �� {;ISS � /o',c So ��x- cte.p _ _ � _ 43 � zz •�5 � � / -�y� ' � �'S �F��.�.��..'/e 7 0 4.1 ;.S sA�.�o `f� 0 5.V P�A� v�� 'O i � i o' Z�� SET- BACKS HOUSE System musf be� Tank zO� from property I'�nes X - ��-�-'�� }�SY-�� w�o'�� . � from weUs �� ,P.�.�,�,P w��.��z� ?� from b:dgs. �G��: �reatment oPeo =�fran lokes, _.� streoms �� ,*-�� - ry � NOTE�Power supply and switches must be bcated in a �.r,,,�� -r� Treotment oreo ��from property lines w�ther proof encbs�2 artside the pumping chomber and montble � T�v� s�-`�`-`-O"� MA��fo�5 ��:n ��" � from we!{s � � �crF�«- zo 'trom bldgs. � �'� � /� 'irom trees SOIL BORInG ELEVATIONS 'I � � ' t I�' �� . �min. ' ' . TH.IA. EL.�lOy.� -r�+"��-�o�.� . � �� 5 - grode..Sa._%TH.ax.;F!,-LU b•� Tank � - ,30�- Th 3a�EL.-lQ�.s Tank p�SSURE DISTRIBUTION MOUND SYSTEM proD to Tank I TH.�111EL� o�•� N�in. 1'io 8� � �-Pumping TH.�A EL��.r Max.l�to4� ��P ��s Sla�A��oc�J Chamber E��VA710V at PRO'OSEO PI,MIfPUVG -4�10 6��dia.p e CHA,YBER- �4.5 ��,�� `�`'.a Q P_�l'Y-0 '(0�' o� G�oC,1�- - /09.D - '� �ow�s-t p�.p��. /o o•o SYSTEM DESIGN -MOUNO TYPE-�, .� �� , Averoge percolafion rate y�� min./inch (design.83sq.ft heatment orea pergal.of daily sewage flow) (oDO gc�l./day x.83sq.ftlgal.��sq.ff.of treatment orea +i6°fo=---sqofi. (.= IOfl.width=�_ft.lenqth of bed area*side slope run�.to I x3•�heigtt= .�-3 �tx `�� ft.lawn-or�a.needed) qean rock needed- �_`asq.ft.treatment area x�depth of rodc�cu.ft :-27=.1�_cu.yds,(3/4��10 21/��da ,includes 2�of rock above pipe) a�� sc��.o o�-�- /�`d G�� 2 � to soil 6��cu. �LO.MM�a To.App yo'10 -{o -{oQso�� Z* Gv.�{os w�s�,� qeon sand fill below rock needed 3�2_a�.yds. app�ox. , sanay bam baciC fiil�_a_yds.apExox., P �--- -- - _ . . �,I�,"�oo5�f 1tL,= lo" Fit!_�1..� Numberof ia�ks required_�, Isttank o� go1. ,2nd1anlcL�gol.er�irorrxms f'L+�s P�rr�P►Nu L1-��mt��- i Pumping chamber capacity- 25% of daily sewoge flow of�gal.=� � gal+reserve siorage of 15 0��]./Bl� o o gol.+pipe bocfc dranoge- pROpERTY 0�: �/ � 5� ��' , of._I.S�gol./IOOlin.ft.of?- �dia. s�pply pipe, Iin.ft.needed.L�_, �gal+maniio!d�gdJf001iRftof��dia.pip�,Inf�neededZ , Z- ga�. .L �� o� �1t�s fotal capocity needed22�_ga�.(Plus area for pumP) us� r,�,n. /000 gal.caP. �� 1� �, • Distribution ppe ��. , 1�--�lin-ft� ��-dia. perforofans��•apart Pum s¢e �� h (pumpoble ca cit � ol. 4 des/da ) J�,5�� H�Ao P��s ��5��,'� �� Q�+1) M�n. P P, pa y 9 �y y � --7-- S—P TE.ST/NG NC. Nofe� Whe� cor�slruc��ng bed - , �his areo shoub be shope� Not�= D'+stanc� trom tfeoter,ent orea to neghbor�nq we��s- � Desiqned 9y= �'�� ' . �- to diveri run-of( trom entering tre�tmeN orea. ' �`'"'`{'� '��'-'` i o o ' - � PH. 612-497-3566 � Oate��/J��.. � �` � ' MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW �a s.�►�.t.��u+c.u«��ar Estimated �_gpd c� �i �n �m � or measured - x 1.5 = - gpd. z �oo ns �so �, � 4so soo 2ia �,� B. SEPTIC TANK LIQLTID VOLUMES 6 � � � � a--/D D lo gallons . � - � � toso 60o sro « .�+►.�w��c aa' I s ! �20o e�s ,oe �m� C. SOILS (refer to site evaluation) ' ' us� �� 1. Depth to restricting layer= 12�►�,,�G inches - feet ��r 2. Depth of percolation tests= �z inches � �� 3. Texhue L�-�`� Lo,�-w► Percolation rate, �t.� mpi 's"' �� 4. Land slope C� % '''"y '000 '0°° �°°° D. R K LAYER.DIMENSI N , 1. Multiply flow rate by 0.83 to obtain required area of rock layer. A x 0.83 = S'A� �-aaQ c,�c�gpd x 0.83 sq. ft./gpd = 4�� sq. ft. '° �'� �Z� 2. Select width of rock layer (max 10' if<120 mpi max 5') _ /o ft. 3. Length of rock layer= area+width = �,��y'� �-�"'o� �w y�y �µ,��)!' .M� ' w. r: � ��sq. ft. + �o ft. _�o ft• �.r, -� •��,.b,, .p:� � , . � Width �o ft � . <120mpi <10'. Length �o ft E. ROCK VOLUIviE >120mpi <5' 1. Multiply rock area by rock depth to get cubic feet of rock; y��sq. ft x /-�s� ft. _��-cu. £t. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to ge#cubic yards; 2�- cu. ft. +27 =�._cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons;l�.cu. yd. x 1.4 ton/cu. yd. _ .�Z tons. F. ABSORPTION WIDTH Absotpdoo Wldth Sl�TYbla 1. Percolation zate in top 12 inches of soil is �+.� mpi �,�� T�� Texture ��-( t..6 A-_�✓1 crti�si ,�r.�` �ya wiam P..r.m..o,i c�s.va i�o i.00 aias saoa iao i.00 2. Select allowable soil loadin rate from table; o.�q s �,a S°°° o.�o x°° .� a�� d�is s�er�„ a�9 i.sz '`4.— $P ii a u s�a��.o.m o�s�o i�o 4a w 60 �o.m o.�s xa� � - �oa im � o.a� s.00 3. Calculate adsorption width ratio by dividing rock layer �'°"'"''"i120 �' o�o s.ao loading rate of 1.20 gpd/ft2 by allowable soil loading nte; 1.20 gpd/ft�+ . ��gpd/ft�_ . z,�� . 4. • Multiply adsorption width ratio by rock layer width to get required adsozption width; .�2 x /o ft=��ft , ' � G. DOWNSLOPE BERM WIDTH 51op"- �°""'� 1. If landslope is 1% or more, ,,;,�;.�.: �;•:,x�:r::��:� � .:;.. r ,r�s� le,�F. :?, ''�k,'.�•�,. subtract rock layer width from adsorption width ,.;.,��.;�;.;;;:'�, R�,• �,a. . ,��.,��;;,,;�,>, downslope berm toe aw;s.na ;�,.;.:�� ;r�tr� �� u�� -�� to obtain minimum s• , ,�,,,, 6,r�u �_ft - �ft = _L2_feet •�s�u ��_ 2. Calculate Minimum mound Size ��md�, a. Determine depth of clean sand fill at U�'�N/dth upslope edge of rock layer: �o d� ��orpnonmar� u-� Separation 3' - �•� ft= �-� feet b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; 1•s� ft +'1ft + 1ft = �.J feet - z` - c. Enter table with landslope and upslope berm ��;. : �;. �' � �-ups�o�i�nacn � , :...�� ratio. Select berm multiplier of 3•z-� • �� ,`�Q o*�p,¢; �� ,Qa;?��, .�upsiopc w'ia�, • "'U fl VV1dtl1: �►'d,�.,• 0 l, 1A►1'�¢ l� d. Multiply berm multiplier by upslope mound , ;; p r°�` � 4,4 QQc.� wjecn .L�.�.� Q� height to find upslope berm width: �3 ` � ` " ,�/�" �b.�' , i,�' °,_ � `'��. , � Y r•i li r. V a ��4 � w� � � .♦ � 'C i'�1 ' S J• j��f}�i��4�i(hit'�yi:Ji�t��i�{1a1i �i f�('�,Ji�� S � y ' - ' I feet � �.. � � ,� ,� 3 i`�, .� 7�(l�r'1��,n�� i t t c ` •Z /��.� ��.f..�- 1' r',�.i i(1'�'-h�f� y!� �ti� x a�,'7�K�'.+(+�i��f.�t'��:�Y i 4'1'i f�� ., . e. Multiply rock layer wi d t h by � `! ,�� ' c�R� r,' r��0. >,,`i}�: r�-.: ... � ` landslope to determine drop in elevation• �° � r - r `�' °°`'"�"�°�"�dr�. z� � �S , � ` Absorptlon Widch 17 .. ' s7' , � a �F'K'1.-ai .4r;•. � �t �..ti! � � „ tl.! r+l\ !;h'N}... �q�,,.�1 �o x � %+ 1 0 0 = �.�e_f e e t , � �� '��• � f...�..':.•. 1 :7.�it��''ti�'�,��t.,�7xJ�Thi�MFpy.:� : � �� "•�':.i.. f. Add depth of clean sand for slope To��,� difference (2e)at downslope edge,to the mound height at the upslope edge of rock layer (2b) to find the downslope height; 3.S ft +�_ft = . � f eet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of �-?L • h. Multiply berm multiplier by downslope mound height to get downslope berm width: ,� 2�x 4.� -�_feet s�st.orE Hstrc.�s.�s i. Compare the values of step G.1�_ and Step G.2h�_ �d ��PE UPSLOPE Slo berm muldpllers tor various Da�m mdtlpNas tor rariau Select the greater of the two values as the ►� �� °��'°��'"°� downslope berm width; aa feet j. Total mound width is the sum of o 3.o a.o s.o s.o �.o a.o 4.o s.o e.o �.o s.c upslope berm (G.ZCi� � �,09 4.17 5.26 6.38 7.53 2.91 3.E3 4.76 5.66 6.54 7.4 width plus rock layer width (D.2) 2 3.t9 4.3s s.ss 6.es a.i4 x.e> >.�0 4.s� s.36 6.i4 e.9 plus downslope berm width(G.2i); 3 s.so 4.sa s.as �.ss s.as x.�s �.s� 4.ss s.oa s.�9 s.a 1 � ft+ �ft + �,__.ft = �I 3 feet a s.ai ,.�6 s.0 �.s9 s.�� z.�a s.4s ,.�� 4.s. s.� a.o k. Total mound length is the sum of upslope S 3.53 s.00 a.a� s.sr io.r� �.6i 3.33 4.00 4.6z s.i9 s.� berm width (G.2d) plus rock layer length (D.3) 6 �.66 s.z zi4 9.�s i�.m z.s4 3.0 3.as a.ai 4,93 s.a plus upslope berm width (G.2d); 7 s.so s.s6 �.69 io.� i3.�s �.4a a.iz 3.�o a.0 4.�o s.� �ft + �o _ft+ �ft= .2�.feet 8 3.9s s.as e.s> >i.sa is.9i uz �.o� 3.s� 4.os a.�9 a.e a a SD aa c1�f 9 4.11 6.25 9.09 I3.W IE.92 2.36 2.41 3.45 3.90 4.30 a.6 ..� 10 4.29 6.67 10.00 13.00 21.33 2.31 2E6 3.33 3.75 4,12 4.4 Final Dimensions: �l 4.4E 7.14 11.11 17.65 30.43 2.26 2.7E 3.23 1.61 3.95 4.Z l2 4.69 �.69 12.50 21A� 43.73 22t 2�0 3.12 3.49 3.80 4.0 i �3� X ��. ��. ' s'Q� �Z u-o��F-'�� \3-a-Lz+�'�_ `6 fS i� +�z-rzy ,l�o L � PUMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. Maximum suggested is 45 gpm PerfonHon Disc�urga in GPM Head Perforation diameter ' Pressure Distibution feet ;nches 3. a. Select number of perforated lateraLs 3 �/32 �/4 b. Select perforation spacing= -3 feet. �.oa os6� .7 c. Subtract 2 ft.from the rock.layer length. 1s o.69 . ��° -2 h.= 4 � feet. 2ob o.so i.oa �� . d. Determule the number of spaces between perforations. a Use 1.0 foot single homes. Length perf.spacing= �!� ft.+�ft._�spaces b Use 20 feet for anything eLse. e. 1�,spaces+1 =�Z perforations/lateral f. Multiply perforations per lateral b number of lateraLs to �/y�o��q get total number of perforations. �; x � d = s�/ perforations. g' � X sa�-��m. SELECTED PUMP CAPACTTY�gpm B.Determine head requirements: 1. Elevation difference between pump and point of dischazge. 9 feet 2. If pumping to a pressure distribution system,five feet for pressure 5oi'°"�""�°�' required at manifold if gravity s stem,zero. °'-`�� feet T�� 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. ,,,k �,,,,,;�,� Read friction loss in feet per 100 feet from table(F-14). �'�` F.L.= 2.y ft./100 R of pipe �� ._.._.... . . b. Deteraune total pipe length from pump to discharge ------------------------------------• �� point Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). Equivalent pipe length-1.25 times pipe length= 13 o x 1.25= l c.z feet Friction Loss in Plastic Pipe c Calculate total friction loss by multiplying friction loss in R/100 ft by equivalent pipe length. Nominal Total frichon loss= Z� x i I.-L +100=�_feet pipe dia. 4. Total head required is the sum of elevation difference, �OWm te 1.5" 2" 3" special head requirements,and total friction loss. � 20 2.47 0.73 0.11 � + �b' +�_ 25 3:73 1.11 0.16 ' (1) (2) (3c) 30 5.23 1.55 0.23 35 6.96 206 0.30 TOTAL HEAD L� feet `� 8.91 264 0.39 45 11.07 3.28 0.48 50 13.46 3.99 0.58 C. Puinp selecEion 55 4.76 0.70 bo s.w o.s2 65 6.48 0.95 70 7.44 1.09 1. A pump must be selected to deliver at least �gpm (Step A) with at least �� feet of total heasi (Step B). , , LoRa of Soil BorinRa B-31 Location or Pro�ect �..� '� 3 1-�AL1�S0�..1 '��,�i(�--5'�S � �t9�.S l� Bor ings made• by S - 1� '(�'S� �� ►�4 �. Date y - S-�l`'7 Classification Sqatem: AASHO ; USDA-SCS _�; Unified ; other Auger used (check two) : Hand ✓ , or Power ; Flight , or Bucket ✓ ; other Depth, Boring number - Depth, Boring number a- feet Surface elevation ! •`� feet Surface elevation D .`d 0 � v�SL� F��o� � �o�-r�� ,��x- cs-�w� �-O3-� J U`-l"� d.S�c311 0 _ ��„ � _ a�� — — — — 1 ��s�� c��a��t-- UQ� �oa,� rn�.� 1 ��oc�t.� L�� -o�a-� �..'s`( `��Z I 1."- I C�� r�o4-t�.+r�5 i o'f�''� l v�-�z sl�-} 2 — R-us-��-( �ga�1 Cb�ow [.�.p-�f �aa� 2 — /o�� a�„ �.S`{ s�2 r�v-r-�'Lc5 R.�S�C`�( 3'�ow� �..LA-�otn-t� �1 �, !o`1�. 5J te rn o-r'�L,�b a b`' � — 3�_ �o�-�>� Vls� a�' - 3�" o i�J'��— 3 — 3 gus�S`�( 'CS'�oi.v� LoX1r� �us'�`� Ut.-�J� C�'eou�?k LL�4�( LD�t-� /o�{��°/4 �.S�i Vl2 � �� N+o�r�s�, ,� „ �^�n'�S 4 — — � y y� �`��' ��— 4 — 3 4 - �l 4S � �� 5 — 5 — 6 — 6 — � — 7 — 8 — 8 — i End of boring at �1.0 feet. End of boring at `-t,0 feet. Standing water table: Standing water table: Rresent at 1`d � f-ett of depth, Present at f-a� of depth, ly hours after boring. hours after boring. Not present ir► boring hole Not present in boring hole ✓ Mottled soil: Mottled soil: �i Obaerved at la„ f�st of depth. Observed at a U �t of depth. Not preaent in boring hole � Not present in borinR hole Obs�rvations and comanents: Observations and comments: 1 ' ' � ' � LoRa of Soil BorinRs B-31 Locar.ion or Project Lo'� 3 �-1ALL.So�1 ��5 . c�D�O Boringa made• by S-`P ��)�-�L� )i-��, . Date y - 5-99 Classification System: AASHO ; USDA-SCS ✓_ ; Unified ; other Auger used (check two) : Hand ✓ , or Power ; Flight , or Bucket ✓� ; other Depth, Boring number 3 1� Depth, Boring number �-! - 1� feet Surface elevation l� • feet Surface elevation / Ulo . ') � p�-�� 'r�ou�s.� Ld�1m � pa�,� ��u��.1 Loa�l o - � �� i u�t-�-31-z� b _ ��,, �o�t-z'�l--z _ ��ou»J ��-�Lvq-�N� 1 _ t3'�W�..1 Lt.�`-( p �s y 1 _ — �,�- 1�'' L�..� s��t'-_ r ,_ `d��- I le '� �s'�`� �1zo�1� LLt}�.( Lp�Q'v✓� lu�tg- sJV g,..1yS'-� '�ow�1 L��-�t Lop,r� �� 2 — !o K�- s/�0 2 — r�o-sT-�d ��. r�o-r-n-�S MD'T'��'�GP llo�� r�o-r-�t��s �a.`� — as� �� io-i��h "hf �u`f��l� �15� 3 _ �c.`� -3c�`' _ 3 — �,ss-��t oL»�-'�owu �� '�u�-�`,f 'R'�o��1 Loq�) 10`('g- �Ol� !o�S�-s)� i� Mu-�'fL'�S �i �� MO-S`�L'�L 4 _ 3c�- Llss ��r��,.V�� 4 — - - �� - ti�s_ ��t� >> �� 5 — 5 — 6 -- 6 _ � _ 7 — 8 — 8 — End of boring at y • 0 feet. End of boring at feet. Standing water table: StandinR water table: F�cesent at ao�� €ea-t of depth, Present at feet of depth, � �} hours after boring. hours after boring. Not preaent in boring hole Not present in boring hole _�. Mottled soil: Mottled soil: Observed at Il.`� fa�t of depth. Observed at �a.�� f�est of depth. Not present in boring hole _�_. Not present in borinR hole Obs�rvations and co�nents: Obaervations and comments: � ' LoRa of Soil BorinRa B-31 Location or Pro j ect �-0'� 3 1-��-�-5 0� '��(� . O�-n�-� O Borings made• by S -'4 '�'�S"()�..11� 1�L' . Date `� �5 '"I�1 Classification System: AASHO ; USDA-SCS 1/ ; Unified ; other Auger uaed (check two) : Hand �/ , or Power ; Flight , or Bucket �; other Depth, Boring number 5 ' Depth, Boring number - feet Surface elevation 0 feet Surface elevation Dl� .� 0 0 C�'A"��L- 'Q'��1-� �b 1�r�l p A'�i-1�- U�"�o t.v�L L.v�T'1 i v�t� 3�'z- 1 v�'R-31-i— O - /o,� 1 — �� 1 — — -- - o -�� — — ��ov��a c,��i �.ox�v� �T�ow� c.�A-�-( Lo�1-� 2 _ ,v��,s� �zlo`� 2 — ,� — 1 v - 30�� c�L i v'� '��o w�J �.��4 N� 3 — -�z.v s�(`{ �v w� �v�4-w1 3 — !o�S� ��y ��-�-�/y �n�'GR�L Mo-5�1�� }��1 o T'CL'F�� i� �i�— L�� I' 1 U''f� `/� 4 _ 4 — �le`� - 5 tS � 5 — v L i v� T�-�ouJ�s s��-�.o�{ L o q-wl 5 — Iv��e��3 6 — �`��1–� 6 — � — 7 — 8 — 8 — End of boring at (o . D feet. End of boring at '-��C7 feet. Standing water table: Standin�t water table: Rresent at feet of depth, Present at feet of depth, hours after boring. hours after boring. Not present in boring hole ✓ Not present in boring hole ✓ Mottled soil: Mottled soil: �i Observed at feet of depth. Observed at �o _ �et of depth. Not present in boring hole ✓ Not present in borinR hole Obs�rvations and comments: Observations and comments: CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing.Inc.on 4-6-99 starting at 1:lOpm• Test hole location Schmid, Lot 3,Hallson Est.,Orono. Test hole number�.. Date test hole was prepared 4�99• Depth of hole bottom�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is� inches. Date and hour of initial water filling 4-5-99, 12:OOpm. Depth of initial water filling is 121�c6es above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time intervai min inches inches minutes r inch Remarks 12:59 refill 6 1:10 1:25 6 3-1/8 4.8 15 min 1:36 1:51 6 3 5 15 min 1:52 2:07 6 2-15/16 5.1 15 min Percolation rate=�,Q�ninutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made hy S-P Testing,Lac.on 4-6-99 starting at 1:11Fm- Test hole location Sshmid .nt 3�H8114on ESt,Orono. Test hole number�. Date test hole was prepared 45-99. Depth of hole bottom 1�inches. Diameter of hole C inches. SOII,DATA FROM T`EST HOI,E DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall is Itnife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 4-5-99, 12:OOnm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si.phon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in wate�level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 12:59 refill 6 1:11 1:26 6 3-7/8 3.9 15 min 1:35 1:50 6 3-3/4 4 15 min 1:53 2:08 6 3-5/8 4.1 30 min Percolation rate=4�Q�ninutes per inch. , , , � CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 46-99 starting at 1:12�m• Test hole location chmid, .Lot 3 Hallson Est�Orono Test hole number.� Date test hole was prepared 4-5-99• Depth of hole bottom�inches. Diameter of hole�inches. SOIL,DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Brown clay loam Method of scratching sidewall is katife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 45-99, 12:00�. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic sj.phon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks 12:59 refill 6 1:12 1:27 6 2-3/16 6.9 15 min 1:34 1:49 6 2-1/8 7.1 15 min 1:54 2:09 6 2-1/8 7.1 15 min Percolation rate=7�Qxninutes per inch. � CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 4-6-99 starting at 1:13Fm• Test hole location Schmid,Lot 3,Hallson Est.,Orono. Test hole number�. Date test hole was prepared�. 99• Depth of hole bottom�inches. Diameter of hole¢inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 4-5-99, 12:OOpm. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is¢.inches. Measurement, Drop in water level, Percolation rate, Time Time intervai min inches inches minutes inch Remarks 12:59 refill 6 1:13 1:28 6 3-15/16 3.8 15 min 1:33 1:48 6 3-5/8 4.1 15 m i n 1:55 2:10 6 3-9/16 4.2 15 min Percolation rate=4,.Q.�ninutes per inch. , . � CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�-P Testing,Inc. on 4-�99 starting at •1•14� Test hole location Schmid, Lot 3,Hallson Est.,Orono. Test hole number SA. Date test hole was prepared 45-99• Depth of hole bottom�? inches. Diameter of hole¢inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Degth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 4-5-99, 12:OOpm. Depth of initial water filling is l2 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water tevel, Percolation rate, Time Time interval min inches inches minutes r inch Remar{cs 12:59 refill 6 1:14 1:29 6 3-15/16 3.8 15 min 1:32 1:47 6 3-7/8 3.9 15 min 1:56 2:11 6 3-7/8 3.9 15 min Percolation rate=�zninutes per inch. , . , ' . CERT'IFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 4-6-99 starting at��m. Test hole location Schmid,Lot 3, Hatlson Est., Orono. Test hole number�, Date test hole was prepared 4-5-99• Depth of hole bottom�inches. Diameter of hole 6 inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoii dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 4-5-99, 12:OOnm. Depth of initial water filling is 12 inclies above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si��hon. Ma�mum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks I � 12:59 refill 6 , 1:15 1:30 6 3-3/4 4 15 min 1:31 1:46 6 3-3/4 4 15 min 1:57 2:12 6 3-3/4 4 15 min Percolation rate=4,Q�ninutes per inch. DATE TIME CITY OF ORONO CALLED IN 4�" �-- � � ►=t S INSPECTION NOTICE SCHEDULED �� -� PERMIT NO. I� �0-75 COMPLETED ADDRESS (bv �'��f'�v� ��'�-' OWNER CONTR. ��5 TELEPHONE N0. `� ��" «Iv.�- � DESCRIPTION `�r1��.t�. � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICA�FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. � 22 FOLLOW-UP = 09 PLUMBING RI 23 SE 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � O � � O � W � Q � Z W � W � � d W� WORK SATISFACTORY:PROCEED C PROJECT COMPLETE W 0 CORRECT WORK&PROCEED u ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ` pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ^ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspec 4 hours in advance.473-73rJ7 OwnerlContr tor n ' � - Inspector. ' White Copyllnspector's File Canary CopylSite Notice DATE T�M� CITY OF ORONO CALLED W C%- � 7 y S� INSPECTION NOTICE SCHEDULED �'�� 11� Od PERMIT NO. l I��J� COMPLETED ADDRESS �laC� C�-rGLC�E'r1UIE'�� OWNER CONTR. L�� TELEPHONE N0. �'t 7�f'l 7(i� �--- � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINA� 19 IAKESHORE/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 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTAI.L. � 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O � W � Q � 2 W � W � > > d W ORKSATISFACTORY:PROCEED C PROJECTCOMPLETE W/ CORRECT WORK&PROCEED !� ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �. PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 2, ours in advance.473-73�J7 OwnerlContra r on ' � Inspector. i Whi opyllnspector's File Canary Cop ite Notice