The URL can be used to link to this page

Home My WebLink About1995-007181 - new septic system � PERMIT � G'ITY OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 - � _„ . , _ , Crystal Bay, Minnesota 55323 Permit Number: ` (612)473-7357 Date Issued: ; �.-_-.� . -- �r j•........ . . _. SITE ADDRESS: .�__ _ _ »�i_+ ...:. .��i'.m ..._. . DESCRIPTION: ��v= :� .. _ _,_..,. _ _ _ - - _.... _ _.�. . .. _ _. . . . .. _; :-:.:... ,._.. ._ . ... j.�_.T�".s t� !� �f~i�5�v. _ �'W ' 'i:�i� _ _ ' ' ' ' .�' .__;..,:_..,n i�i .' „ . . � . .. _ ��' . _ ... _. . .. . ..._ "' '_�C1it�' .' "' �:._�.�....' " " ' '' - ':��FY. L...��.��'�_._....'`i_'�,. : _.. _... .. r.t'V ' iF .i::.�_..:::..�. �:� . REMARKS: FEE SUMMARY: -._.t;' �t`�r;j":df.; .. _ . . _ _ ; ¢_i::._t ;, . ---- .__.�_.__._��'._ . CONTRACTOR: - :=�=:-- =�==�'�'�� - OWNER: ,� , , �� - - - _ - . , : . ��E- . ��. . ,.:� _. . _ . ... .. .__ .�_ _ =_�.,__ � , ':i�-. . . . .:�'+.:`.�.!'—=��i . .'.�'.� _ . .__— — ——.. :. 'ifi„ir`w : `�i 7.'�z.. .d:'.7 . .. . ... . . :. , _ � � i F ��-i�, t 1£:i��.�•W+I��5��..:�� P'i;"'r"•T� ;" ' � q"E` I«. a'I� .' �I.� �. :�•.i €rit }a�.a-�€... !' `:�`'��:t - -- ,- _ •; ., '�.: Yt.. ._. �.,.,,T.�..•:�... Y �e.. �} :�� • , ::=�`E[:.:I��a ��1� ��(��'=� �'�_s ��t �€�� :�'��:��.: It�� =��T�;3+�:� t.<��t�r�,,.��'-��€�:_� �i��`N :._..-_ - - �'4� �� L ��;;�:�,�t.:� ��x��'��;��:�.�� ,±��T� �:�� C°��':�t�:.rT�� [..��ta�� .::,�� :=�cat.��`�� . � ...r. � �� ' � ��- A LICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE � � � � � � . CITY OF ORONO SEPTIC SYSTEM PERMTr APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRE.SS• � o �� Sc �r s.af�— �R/ � Occupancy Type: Residential c� Commercial Other Permit Type: New or Replacement System, $100.00 � � Repair E�usting System, $ 50.00 (Tanks or Drain�eld) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: S�G��`� d- S�k w�r�-- Phone Ninnber: �76�6 7(�" Mailing Address: City: Tp: Contractor's Name:T.,,rs �5�• S PhoneN�ber: Sl�� i 7�2.._ Mailing Address: City: Tip: DO NOT MAII. PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24 hour notice is required for all inspections. �. . � 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. �2. I will be installin the following: A. Tanks: �recast Concrete Other Manufacturer Tank Capacities: 1) orv gal. 2) � gal. 3) � gal. B. Pump Station (if required) � � '\1 pump make & model ��,v/r��!/��._ �attach pump curve & � literature); system design requires �_ gpm at � feet of head. High water alarm make & model �•�, �L.e�-o . Outside electrical work to be completed by installer �lectrician other . Inside electrical work must be completed by electrician. C. Treatment System: �� Trenches: s.f. �� Mound Depth of rock below pipe " Rock bed dimensions �'x�' Drop Boxes Sand bed dimensions .��' 'x °�' Distribution Box Pressure Dist. Pipe Diam. /��i " Maniford Pipe Diam. 2 " D. Final Cover/Topsoil to be: borrowed from site w location on site plan) trucked in The undersigned hereby applies to the Ciry 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. S ignature of Applicant: Date: � ^ Z`� � S S� MPCA Certification No.: � 7 Staff Review: Appro � Denial Reviewer: Date: �� Reason for Denial: . �� T O �� , . � � ,. CITYOFOROI\O � �= �' '� �� +:' '� ��,� SEPTIC SYSTEi�I A.PPROVAI. O �� ' � � ` t ..x ^� � �k�`�s.��,y�;� ei �: i�.� : �ITY of ORO�O -�`i\ i��r� '' �:��A �� IY� �� yt�� ,.;,.. �. ,y.t� � � V"l,��-S � ✓'I �'1117llC1�Q�CCS � f�� i�� n 4`y c� PoSt Oti'iCe Box 66 � �;1� �� il�� ti. Cryscal Bay,hiinnesota 5532.3-0066 l� �� g� kESK� LOCATION: 2 3 SO Shadowood Dr. OWNER: GENER.AL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: Percor, Inc. �pORT DATE: July 20, 1994 The City of Orono has Approved your on-site system design as of May 4, 19 9 5 (approved-disapproved) (date) with [he following corrunents: The residence is a 4 bedroom design and the minimum tank size is three 1000 gallon septic tanks , not 1250, 1000 , 1250 as is shown on the design. THIS IS NOT A PERMIT. Tliis 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 the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 2Q' of tested drainfieid 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 N � By Stephen ckman, On-site Systems Manager TELEPf iONE-473-7357• FAX-4T3-0510 System Design � of Lot 1 , Block 1 , SHADOWOOD FARM ,� '��jt�5 Orono, Minnesota �P�( t 7-20-94 The following information concerns the design of a pressure mound system for a proposed 4 bedroom house on the above described prop- erty. All construction and materials must conform to the standards of the City of Orono and MPCA Chapter 7080 . All construction traffic must be kept off both the primary and alt- ernate drainfield areas . These areas should be marked off prior to construction. A pumping tank will be needed to house the pump which is necessary for pressure distribution to the system. The supply lines must be constructed to drain back to the pumping tank. A weather proof en- closure will also be needed to house the controls and switches for the pump. Also, a warning light/sound system will be needed to warn of pump failure . If any other information is needed, please contact us . Sincerely, PERCOR, INC. �-�� .�-�--G=-� Mark Gronberg � ' MOUND DESIGN WORKSHEET " (For Flows up to 1200 gpd) A: �.�w Estimued Sewage Flow in Gailons pa Day(gpd) Estimated 6�O �C� N o{� 'ryp�I 'ryp�II lype III 7ype IV �� or measured x 1.5 = gpd. a�� 2 300 225 180 6oac 3 450 300 218 � B. SEPTTC TANK LIQUID VOLUMES s �so 4'so Z�va `r°" /L S� g3llOriS t� 1000 G.�GCO�✓ ZN� T,/N,r 6 90� S1S 332 � f /250 G./CtG,� �lqM//Nt''�r r,/NK. � 1Q50 600 370 �,m„ 8 1200 675 408 C. SOIIS (refer to site evaluation) N,�� .�� 1. 'Depth to restricting layer= 26 inches �,,,� �,, � 2. Depth of percolation tests =_ /`� inches ``�'"' � 3. Percolation rate //. 2 mpi Za� �so �ass 3 or a 1.000 1.500 4. Land slope 3 % s«6 i.soo z.aso 7 a 8 2,000 3.000 wa 9 Sea fip C-6 (x 1.� D. ROCK LAYER DIlvIENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = 60o gpd x 0.83 sq.ft./gpd = Soo Sq. ft. 2. Select width of rock layer(10 feet or less) _ /� ft. 3. Length of rock layer= area+width= Rock Bed 0 o sq.ft.+ /D ft. = S o ft. �.�.�., �.....�.�.ti..�......,.� ��f.�� r�tN t I��.��r r•r• • ti�ti 1 �ti��y�y.�.ti��•��Z��.♦ I•J'•�•r rrl•t.r•f J��•r.�•tr/�•�• i.ti.ti.�•t ti.�.ti.�.ti.ti.�.�•�•�•ti•� idth S10 ft. �.�.r.�.i.r•r•r•f r•r•�•r•r•�•r• . ti.ti.ti.ti.�.ti.ti•ti.ti•ti•ti•�•�•�•1•�•ti ,r.�.r.�.r.f.r.f.r.r.r.�.f.f.�.�. �- jRAgt}l E. ROCK VOLLTME �.� 1. Multiply rock azea by rock depth to get cubic feet of rock; soo sq.ft. x / ft. =SUo cu, ft. ' 2. Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards; Svo cu,ft. +27= / ,S cu.yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; /�S cu, yd. x 1.4 ton/cu. yd. = Z 6 tons. F. ADSORPTION WIDTH n •a,w�a�,s�, vbk 1. Percolation rate in top 12 inches of soil is �� L mpi �a s�«,w h � �� Soil Texture • (m� �.r .�oam w�dih 2. Select allowable soil loading rate�from table; Fascer chan o.l oarse saaa 120 l.00 - �.�F' o. 60 d/f� 0.1 to5 Sand 1.20 1.00 $� 0.1 to 5 Fine Sand" 0•� 2•� 6 to 15 ndy Loam 0.79 152 3. Calculate adso hon width ratio b dividin rock la er 16 to�o t,oam o.bo 2.00 rP ' y g Y si co as siic c.�� oso z.4o loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 61�1� ��t-y� o.4s 2b� y 024 SAO 1.20 gPd/ft2i- O. 6o gpd/ft�= Z . O Slowerthan 120 Cla -- - , »Soil having 8o9i or mQe d&r ar vey 6ae sand. 4. Multiply adsorpHon width ratio by rock layer width to get required adsorption width; Z .o X �o ft= 2O ft � G. DOWNSLOPE DIICE WIDTH 1. If landslope is 3% or more,subtract rock layer width from � adsorption width to obtain minimum downslope dike toe Z� ft- /� �ft= /d feet 2. Calculate Minimum mound size based on geometery: a. Deterinine depth of clean sand fill at upslope edge of rock layer: Separation � feet b. Multiply rock layer width by landslope � �°o� co�.�. to deternune drop in elevation; t reoc ao .a � � Slope Difference S�Deretloa �.o r..� D �Q X 3 %-3-1�0= �. 3 feeE SIoD• Ottt�r�ntt • et UDsloDe WIOtn c. Add depth of dean sand for sepazation (2a) l�tee� Rock eea wiatn . at upslope edge,depth of rock layer(1 foot) to depth of �� r.e� ooW��:}�oe w�at� cover(1 foot) to find the mound height at the upslope edge -��eet of rock layer; /• � ft+ lft + lft= 3• � feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3• S� e. Muldply dike multiplier by upslope mound height to find upslope dike width: 3.57 x 3 = /0.7feet ti �/ 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; D.3 ft+ �• � ft= 3• 3 feet g. Enter table with landslope and downslope dike ratio. ' " � Select dike multiplier of 5! S�1 � h. Multiply dike multiplier by downslope mound height , to get downslope dike width:�sy x 3.3 = /S feet , i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; +L4:'{'�:i::Li'i�i:<!ii:i?ii$7$:�{f:v^:::f{•}::i:;{:•,:::��<:;>:ii:!�lft /S feet ::::;<`:::�<::...::f n��t�n a. � {� UDf10D�MIOtf1::: :>�:;'v�:;:�::::b•ta:i:':+:•:••.:•;..:';.3::'k.t ;::iE•>�:<#.;;f?:�;#:f:`•y:•' ...�.. ;.,� �;;�.:.r:�'�:<�::::•: ��I ��:��'{^:J:+^?:#i . ;2'u�iY},ti. <. ..te;:i.,i),:'t`,:;y:y`;;;r,:`Y;S;#:;:`v:, j. Total mound width is the sum of ':: `'° .£�:�:�.� ��3:��:fi��;�"��. _�� ,,.,:..:.:: � :��::::>€:: upslope dike (G.2e)width plus rock ;�<��>;'� aocr e�a w�ain '•'�:�:�:':`:.' .:.,::<:;.< :......�.r::s:<:>�> layer width (D.2)plus a �o=►oo�w�a�� "" �o.�oo�"w�a�� ..< <..� downslope dike width(G.2i)• � ::;:>;.. .. . �... �'� ��`� ::�':;''};'.` / e �:%e.'� �' •„jEyixa'y�:e;k:i:K;�%i: ::;>.; k..: 'r''i::� . .. L o :i::$�'�",$:�',,. ,r,°�y: ', ' ¢. ,y..4; � 2?:.:',k��'��'':i V : {{,<:>i%y: ' z ti:f�:•\'% / /o + /S ft = 3 feet � . ::;�:::;::�:.>� ,,.:<:R:..�>:t>:::::�:�>,::<:;; . / ft+ ft ' �� ; ��oownsioo�wiuin`�"':••.#�•<.>.:;:•:.;;;,;.<.s..,:�.;cr.,::tr: r�3r�r'%:�i�':��'�s'^�cc. � c �`�,.�',.y''+,,~'.'%�;$.'�.it;:`:>},',�� '4"<S k. Total mound len is the sum of �..� f::��:;;:;�:::. . $� �:�:�:., �. �;��{;:.>:<:>:.��;;�,::;<.;;>:.;�::: �:,3;:::�: ..;..a3<;::<h>.;;': r•Y3'"O��R;v•.;•w:•.•.#:':;::�>:•:<•i:•::�•>:<:x::::;:::.. �'�::?i'.'i:> � ';C:.`v�'r:::�::�?.i:�>'{.i�:R:;f"iy,:;:#:;;::'t:'�.�+t�':'S::::'`.��:�:::�.:::•t'ik`.:};:::S:: u slo dike width(G.2e) lus rock layer ;;;<,;<:;;.:::::�::;�;�`,,,>:.:.µ�. :<,.,�,r.,{:,��;�.:,.T,;<,;::�::: P Pe P �>::: .:;:<.,:�;:3�:v: � ..r� �.:�? <.: �� .$,;:..:.:_:> :'i>�;� ,� Z. ."o. �a a:;£j`:;�?'£:�.y.��.r.;;>,;\,� h D.3 lus u slo e dike width (G.2e). :�<�,:x<: :'�•�.��:.::.. �. ,h:�.fi. lengt ( )p P P � �:. . :�:. ;�n;• ;fi� � ;}��``�.�:;�•;:��< , •::�::.o-:` `� �i z:`:. : ?z :.. ;. ., :.; ..>•,....;.:..`• ..... ....•x.:-.•., '• �,ft+ So ft + // ft= 7 Z feet :..>:::�::;: . ::..:<,. ;.�,<.:;.::.,.;:� : ;.r:<:.x:::�:::::.::t:.�.��.. �:<.:.,>. .:..:.�... .. . ,.>::.:.�:::.��..o .:.,:..:..:... .... ..,,.::.;... ' Totell�nptn • o a� ps ope 3:1 l:l S:1 &1 7:3 � 3:1 �:1 S:l &1 7:1 81 t�Yop 0 3D �.0 SA f.0 7.0 7.0 40 f•0 �0 7.0 �A I 3.W �.17 5�5 6.3� 733 291 3.aS �.7i 5.66 i51 741 � 31y � S56 6ffi 0.1l 2.83 ].70 l5� S�b 41� �.� 330 58b 732 �.86 275 C.Lg� �.15 5.01 5.79 fAS { l,u �S 7.BV 9.7! 266 3.15 417 �.81 S.�b �.06 � 5 �9 5.00 6b9 !S7 1077 261 3.33 400 .462 5.19 S71 6 3� S.Z6 7.11 938 12A7 Z51 333 �.iS �.0 443 SAI 7 �.AO 556 7.69 303� 13.73 td8 �.12 �.70 l� L70 5.13 ' B 3.% 586 617 1154 1591 242 1�m 3� L� �'�9 �'� 9 l.ti 6.�5 9.OD 13.0� 18.92 236 291 3.�5 3.90 �.30 « 10 �29 6b7 loA 15.00 2337 73t 2.86 333 7.75 112 �� 11 {.fi 71� il.11 17b5 30.41 tlb I.78 3.21 . 3.61 7.% 176 12 �d➢ NA 1250 Il.t3 t375 221 270 3.1I • �.�9 3.l0 �D6 � PRESSURE DISTRIBUTION SYSTEN� °JD �Fo�'T1°" � A PERFORATED LATERAL �►w.cw. 1. Select number of perforated laterals -3 T°°'°° . �••tr.::,.y;,:... '�:L`i�'.+.� . . .. (�0y�ef G�otest0e FoOrk(or taJ�� `a:�.L.oamY SorW�yYr . �a Ych larr el Mp x�frw cow�d ►'>':, .� ::vh�rW rMln DaW�) 2. Select pesforation spacing= • � feet. ��a��,,,au��,,,bur - wa ,n wd Too 3. Since perforations should not be placed closer than 1 ft. to ''�P�_ " '-'°" 'Z''° Ed°' oln flsid R o( Redc lara the edge of the rocic layer(see diagram),subtract 2 ft.from `=:'��'`�'�`��''� ��'`�'�` ��«��'�+.�a� t�' Clwo Sond ln�r �0�1°of lalard the rock layer length. � - .$- U e'i��od°�a sP"0�ona i.oyscar..u�.e �vY��,�,-7 ft. _ �f� feet. 4. Determine the number of spaces between perforations. �ry�� Divide the length above by perforation spacing and round ��. ��. ��r down to nearest whole number. � 1.Oa 0.56 Length perf. spacing = `r�' ft.+ 3 ft. _ �6 spaces 2.Ob 0.80 1.04 �3� �2� a.Use for singk family homes 5. Number of perforations is equal to one plus the number of b.Use For all othc appLntiozu perforation spaces . �� S 1CeS + 1 = �7 Maximum number of quarter inch perforations pe p perforations/lateral lateral to guarnantee�1096 dlscharge variation PerFontion . 6. Multiply perforations per lateral by number of laterals to S��g 1; 1� 2 get total number of perforations. 2,5 14 18 28 ,,3,,� x ��= s� perforations. 3.0 13 17 26 3.3 12 16 25 7. Determine required flow rate by multiplying 4.0 11 15 23 number of perforations by flow per perforation 5.0 10 14 2Z S/ �7y � X��_38 gpm• WwOLD 10GR0�T CW 0��RCt41�C OKiN�KR�WI SK7ilr � r.�� ..��. • 8. If laterals are mnnected to header pipe as shown on upper � .� example,to select minimum required lateral diameter;enter . �,��•j table with perforation spacing and number of perforations ,,.A'° "�'"' per lateral. Select minimum diameter for �`''"� perforated lateral = 2 inches. wair a aran.ss r+a u*cws io. wat wnw�er w.o�r ' w�rs w�ns..a ��7..��`• i�nn�'`� . 9. If perforated lateral system is attached to manifold pipe near .,,�,,, the center,lower diagram,perforated lateral length and �;rr�-��--� number of perforations per lateral will be approximately one ` ` .._ -,s�rx�r half of that in step 8. Using these values,select minimum w� .. �,,,�' �-- diameter for perforated lateral= inches. �,,�'''" ~'�=� . � .. F-17 � PLJMP SELECTION PROCEDURE • END PERFORATION OF A PERFORATED LATERAL A Determine pump capacity: �,d.v.., Gravity Distribution T�,,,,, f� ]. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of :::•�� . «�..N�w�.k��.� wa ter use rate. � '..a""s"°�°"'� '�''°�-«"°�..�..�...'�° `M,.�.,..r,...., 2. Maximum suggested for delivery to a drop box of a home system is 2,700 , ►Kw.��a��.oa�a�. aw cao w.e.T.o gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,,.,.,, `_.,�.,,, ,2•,.E.,. . wi .r n.�a ur.� Pressure Distibution 3 '•.� ,o�..��.u,. ��~•� e.��,«u�.� 3.a. Select number of perforated laterals b. Select perforadon spacing= 3. o fee� °""'°';'a;�„�""° Bdv�P c. Subtract 2 ft from the zock layer length. ,��,°�-2 ft._��_feet , d. Deterrrune the number of spaces between perforations. Length perf.spacing=�ft.+ � ft._ /�_spaces Requited Perforaaon Disch e e. /6 spaces+1=�perforations/lateral �+��+s p��te(sp� f. Multiply perforadons per lateral by number of laterals to D�harge � � � g• �t total number of perforations. �� x �,��= S'/ perforations. H�U �'Z � �"°'P"� X •6T�,_�gP�• 1.Oa 0.56 0.74 SELECTED YUNiP CAPACIIY gpm 2.�b �.8� 1.�4 B.Determine head requirements: a.Use for single family homes 1. ElevaHon difference between pump and point of discharge. b.Use for all other applications �R_feet 2. If pumping to a pressure distribution system,five feet for pressure �� required at manifold if gravity system,zero. _,�feet 3. Fricdon loss a. Enter friction loss table with gpm and pipe diameter. Pip�Lengch Read friction loss in feet per 100 feet from table. � Point of Disct F.L.= Z, y� f�/100 ft of pipe .. b. Determine total pipe length from pump to discharge Eie�adon Difference� point. Add 25 percent to ripe length for fittins p�p loss,or use a fitting loss chart. Equivalent pipe length-1.?5'times pipe length= F-18b � OD x 1.25= /ZS feet 1.5 inch 2.0 inch 3.0 inch c. Calculate total friction loss by multiplying � �;a;a„�,��n,�P;a friction loss in h/100 ft by equivalent pipe length. Tota1 friction loss= ?. Y/ ' x 2 S +100= feet 10 0.69 0.20 l �- 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 0.48 18 2.03 0.60 20 247 0.73 0.11 ._�+ -� + .� 25 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 TOTAL HEAD �S feet 45 14.73 3.28 0.48 . 50 3.99 0.58 55 4.76 0.70 C. Pump selection 6o s.6o 0.82 1. A pump must be selected to deliver at least �-� .�8' gpm .(Step A) with at least �6 feet of total head(Step B). -�- � , . I � � � � . � � E 6 �S i Hl hOS � �s' � I.-_._ —_ — • _ _ --... - - _."_ -.- -- � D '�.. 1 -�- � � � .. o� '� � , � � ' v `, O � , � � ` t ��-, � , 1 � � /7 I v� �n �:. �,! p o � � � .� � a � � hi� he ' � � \ � `^ �, � ti � , � v �; � �� `1 e. � � Q t i �� X� ( � M� i � 1, � o I - . � � � , V , , . - - \ Y' \ �. � � � � � . -� a � ,� o � � ; V o� �, ., � o.� ; v, I ."' j \ ° �i ' _, � 0 e . \✓ � � Ef'nE'„! :� ' O ;� h � �� o` Q � I o I o�, j �,- - - -so�os _L_ � � � � ^ o ` e v d . . � � �� \ t o� � � �t�� d� bv � I V O O ~1 4 l N t �W � ` ~ � ~ � �� I 1 'k � � � � V � H M1 � M ��".......�...... `,`._ ...I . � � 1v i r � b � � �' �n�ya I � - - ^� °y o ' ��'roioy� �. .:. � i -- .. ,-as O ,c v 1 M slor� l,Y.�SZ_...�, '^'� �J� W �. ��. O � . � i`- `-. 1 �^, T ? �� f 0 �'^ . ' e ^ � ^o f \ v\ I \ - ^ � . � �; a i I '' a .� � �` o a ��'`--- � Q ` ' �� , � o V � P n � \� � I � �i v, ..�'. ,.-_ k a � � ti V � y o ,__.-..--�.-� � � � � � o° ° �°� � � � 1, _ _ � - �nk., . � ' � �� ` �� F� �_ ��a o ��' ��rJ4L�11�si� L. R�"'4''1�'oi h m 3 .... •' „ ,, h , ,,:�s��CT�!�€ .. _,. µ� a �c 4� ,: � _ ._ ..,..._... . _ �, � � � , �r �_ =e�aa�� t�+s�, ,.,.,,.R � o ,� � � • P' r ty � I f`iI'>i`r � .. � i ��r i l:PJ +M,.I.. O m `� �1 3^ n�! /�c Q ^ ' �r'7i`:�� IYiS. i �i �i t�,� � i<� §�S�II'VR :'1J N��..t:.i..> '' V `' .c •..'ae, i'�� a�YiC'�.1Vi_� ---- �i�i.t��.'��1� C�: �ErJUgi�.a�i.,. J 'a ` � � n n � � c^'r�tns�nts arU for oi�r ��:r �� , � ,� ' _ _ .' Y . Ail work t�a !�� f� ; O _ ;r�c. �� .� �,;' �a ��r . "�: z.�tr� _. , � b � , ,. _ . . ,,. ..� i-- ' . 1 / � oG - -- — � . ., ,. ,..� D. � _ -- o � ---_ . .- — i ;_ w,':' '' ti �� LO"/LL .�'„Ob.F2QON �-' --`\\1'- \ � �/1 1?JO /YJ O 77//v/ . . . ��i . � • �.-'__^\ \ �� \ _T ``" \ . �� ` �� `� .�.� .� ` � �'0 ±/ � � ' ' I w�% ,� � " �r� � r � /,t� � / ? `_' , � , �� • � I , � � � � �ti----��' ^ I ` O � \ � � . \ i � ► �;- � i 1 � , y � � ;. ' O . � � � ' ` b ' ��D � .� . / \ ` ' �� ( � � •� H EuopQ N 'rV � " wx v . N �1 � I � � � � � � ►* w \ . � o ___, � I n �1 \ W 1 N ; a� �{ ( w � 0 \ D , � H U � � 1� � . � . � � � i+ , . , .� � , � a o ` ° ' � A°.' o°� � v v � -. � � � � , � v \�' � 50 � � ►. S,p � � w � � �. � � � } o i � � �Q �4ot �� ( �- - - - - - . � � � � \ � 0 '� ---\_' ' - 260±� � \ -. w �'� � � � � \ � � \ \ ` - - - ` � p - - \ � � � _ _ ._ . � - � � w ...� �� w � k�'`'�.-,.�� .` o � � "" °� � � 0�' — �+ � an \ � � �l • • � • � �q� �� 4 � � � ,��,X .� � � .�' N ��, � -� � � � � �� v.� � � � � � �,�. \ � � � � � S� � \ � b � A v \ � � � � v1 \ �. A v` . �. / /�� .. . � \ . \ ;, \ � �,]/w1 ' '�� .. /` � \� N1 w V ._�� \ � ''F �� ;� ' . �, � � - . . � ' � � �� ,�` �i; �.'`� � ` \. � � � � �� ;;5 ��i! � � � � � 2j � � � �� ,1 � � \`��`\ ` � � _ \ \ 1,� \`•� ` , y.,. � ` /r .A��\ (l. �. �r . - � LoRs of Soil BorinFs �;_ig I � ' c� �,� - --- / :.�► i l -- ��K I i.ocation or Pr�}ect U . �f/_ . _ --- ----�— Borint�s made by ��!_��'��Ff��—�— ._ nate =� .s r' `i �� _ � " --- Classification System: AASHO ; �USnA-SCS _._; Unified ; other _ AuQer used (checl: two) : Hand �, or Poker ; Fli�ht , or Bucket ,�: other —T� � Z —lv�':.L- Depth, t3orin� nii�:her � - " DePth, BorinP. numher in Surf.ace elevation � in Surface elevation � � feet feet � ' � � --- - -- � _�_ ��c,k � �/��1 � � . � 1 - ,�3L� `-K �. 0� �1 M c�C� Q�e. C L�Y l� ��'`� � —. , _. � c 7T L�!� n �0: 13 R. _ C�t�, J3 R. C L/� � L.,r��`1 CLA� Lo��'� 3 --- /"1 o7"1'LED �'1 s0, B1�. � — � cL�. C, of1�� . � 4 _ �,.. 4 — 5 — 5 � � � . 6 — 7 — � � .. . 8 — 8 . � • --- �_. ---=--- i < i� , End of borin� at O� -��• End of borinc at feet. � Standing ��ater table: Standin� water Cable: . " ; P�-esent at feeC of depth, Present at feet of.• depth, ! hours af.ter borinp. _ hours a�£ter horinp. � i:at present �n borin� hale �_• Not present in borin,v. hole �_,• � , )tottled soil : Mottled soil: << �� f�e�t of depth. ' - �bserved at �_ �'� �f depth. Observed at .. Tlot rr.esent in borin� hole _ Not present in borin� hole ' � Obsurvations and comments: Observations,and comments: � • Lo�q of Soil IIorin�:s ��_lg �---_- � � . , .�.�g��_ _��-� a�K.� � T..ocation or 1'ro ect U L , -- �--' BorinFs made by �/l/ ,��_L13� ,_ nate —2.5 "'�_..___ ClassificaCion System: AASHO ; usn�-sr,s _�; Uni£i�ed ; other _, AuQer used (checY. two) : Nand �, or Poker ; Fli�ht , or Rucket �,: other _.-�_. ---- --- � �Depth, • Borinp, mi�rher' �L - Dr:Pth, Aorin� numher _.....__ in Surface elevation ' ' feet Surf.ace elevation � fect • . .n -- - - . � — _ 13L,�� I�C �. o � �� . � � � � � � � � . 1 — . L � /� E r�. �,e ,C�.�� L..o�rj ? -- , _. `�ryo77'LE� M�D, K. �Zpy . • � .— �,o�M 3 --- � 4 _ '�. 4 — 5 _ 5 --- � � F� —' . • � — i . 7 ! ' 7 — . .. . . . . 8 — 8 . . ' �� f.eet. . �nd of borin� aC feet. End of borin� at • , Standing ��ater table: Standin� water t�ble: . , `� • F�esent at feeC of depth, Present at feet�of� depth, hours a£ter borinp. houxs afCer horins:. trat,present in borin� hale �,_• Not present in�borin� hole . r . . �� tottled soil: �� , � Mottled soil: • �_ €eet oF depth. ' �bserved at ________ feet �g depth. ' . Observed at ' . Tlot present in boring: hole ,_ Not present in borin�; hole Obs�rvations and comanents: Observations,and comments: ' ' . � • . . � � . - f PERCOLATION T�ST DATA SH�ET : ! n /� / 'J � ��.��,�. Percolation test readings made by �/O/V CT,+f'0!l/b E l��i- or�7�2�' �U starting at /• 3`� p i re�,«► Test hole location �U L L��v� ,Hole number'�,Date hole was prepare�y—'r �=�—%� � �l/�- � Depth of hole botto � inches,Diameter of hol � inches Soil data from test hole: Depth,inches ' Soil texture o - �a 13L�� I,oAM �� —�y �y��2, �, � �,� U Lo�M Method of scratching sidewal� SG A1�1/C f�� Depth of gravel in bottom of hol 9i�hes y_ _ Date and hour of�nitial water fillin . ,Depth of initial water fillin inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours vl �� 1- . , . 3 � . ,Maximum water depth above hole bottom during tes inclil�,/ Time Percolation Time� interval, Measurement, Drop in water rate, . Remarks minutes • inches level,inches minutes per . inch , 3 0 � ' L- J ' � OS � � 6 � 13 , . _ • 3 ..:�' � . �: ,-- �. 3 30. .� - � � �/ d37 S � 0 �� ' � � d � ,S- � � iw. ' , � , � , ) ' �..J Percolation rate = 3 inutes per inch. ♦ . L PERCOLATION T�ST DATA SHE�T h f a.n � Percolation test readings made by J-��N (�'/��1� - r/�v� o" y^��'�� ttarting a p•�»• r�,�.i Test hole location_��L L��To�v ,Hole number "'L LoT t,Date hole was prcpared u".,�-�� , 9LK 1 Depth of hole botto inches,Diameter of hol inches . Soil data from test hole: Depth,inches ' Soil texture . p —� y .BLs�� 1. o �M Method of scratching sidewal� -SC �/�f�/ C!�I L�G� Depth of gravel in bottom of hol '�"'��hes �-. Date and hour oF,�nitial water fillin ,Depth of initial water fillin � inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours ��,1- � ,Maximum water depth above hole bottom during tes inch�,� Time Percolation Time:� interval, Measurement, Drop in water rate, Remarks minutes . inches level,inches minutes per inch � . 3G TD o/�r� iv 3 � z �. � . S' � g /� � r ... / s � D . o , � - ► � z � . o . . , . , � � , 3 � . _ , Percolation rate =.�_��inutes per inch. � . - 3 PERCOLATION TEST DATA SHEET � a.n,. � rercolation test rcadings made by N 0� 'RG" o '� � tarting a�� '.m. reu«�. Test hole locatior�/ U��D N ,Hole number —J �oT�;Date hole was prepare — — �� l' 9�K / Depth of hole bottom�� inches,Diameter of hol inches � Soil data from test hole: � Depth,inches , ' Soil texture . � _ ,. L ,� 1� L � ,�� Method of scratching sidewall 5 C �� '�)s+�� Dcpth of gravel in bottom of hole��nches y-ZS -9 n Date and hour of,initial,water fillin � , Depth of initial water fillin inchcs above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours �� +^ � • / r ,Maximum water depth above hole bottom during tes inch�� Time , Pcrcolation Time �' interval, Measurement, Drop in water rate, Remarks • minutes � inches level,inches minutes per inch 73 0 . 0 L . � . , 3 � , - � �� . ,� � ► � . D. � � � � � � � 7 ' i ► � � � � � ► � ► Z, � . D 0 � Percolation rate = � �•9 p *n;nutes peF inch. � , . �I PERCOLATION T�ST DATA SIi��T � ...� �' , � � y_,/�- � �»'�-' Percolation test readings made by��L�"�? �� y`�'-- o� 9U starting a C p.►�►. r�,«� Test hole locatio �� v� ,Hole number y—Lv�'�Date hole was prepare� y"��j �' `•�;% BGK I Depth of hole botto inches, Diamctcr of hol inchcs Soil data from test hole: Depth,inches ' Soil texture ,� -' /y_ .1��. �¢c_ /� 1., D!� lt'1 --. Method of scratching sidewall -.s C�/it' / C J� �=� Depth.of gravel in bottom of hole y^��nches Date and hour of initial water fillin ,Depth of initial watcr tillin inches abovc hole botrom Method used to maintaii�at least 12 inches of water depth in hole for at least 4 hours � � 1 ` 3 � ,Maximum water depth above hole bottom during tes � inch� Time � Percolation � ,� Time: interval, Measurement, � Drop in water rate, . � Remarks . � � � minutes • inches level,inches . minutes per � � inch �3�/v . = =i L 8 � . o. o o ' 3 " � 0�� 1= , , � ,, , , �► ;� 3 g . /D � 9 r � , � I 1 � � � �' � ,.�.. . � ! � ! + � � 7 / � � � - . � , - � Percolation rate = inutes per inch. � • ' _ " � � B-39 PERCOLATION TEST DATA SHE�T . / I �— Test hole location�ULL��Q l p�/ �iole numbers "" �O T�' �� — �- � Date test hole was prepared y—�_C1 � , Depth of hole bottom,�_ inche�. Diameter of hole, _�_ inches. , c Soil data from test hole: Depth, inches Soil texture _ D _' I / L.s� �. o� � // —'�y �� /�� cL•�y oy�y . Method of scratchin� .sidewall ��/}TG L� Depth of pea-s•ized gravel in bottom of hole, `� � inches. ' Date and hour of initial water filling L/— �s-y� ., � �� Depth of initial water filling, � . � � inches above hole bottom. Tiethod used to maintain at least 12 inches of water depth in hole for at least 4 hours � Perca�ation test readings made by /�,� ; !,� / /=;J� � on �-'��i" cf d � starting at . C � . Maximum water depth above hole bot tor: (date) 7 . �. during test, 8 inches. Time Percolation Time Interval, rteasurement, Drop in water rate, � Remarks Minutes inches level, inches minutes per � inch 7,yo • 3 /`l i ' . � /i tt i! � i � L 3G . /D..y � i l 1 3�' � ' ' ► '� -8 � � � �� r � 3 �� i , � 3i Percolation rate � 9, � � minutes per inch. - - : -- � � 6 • I3-39 PERCOLATION T�ST DATA SIi��T �, � TesC hole lo.cation y (J L 1�1p � p/�/ Ilole number _� _ l�� ^ � Date test hole was pr`pared L�-2,� 9' /) , Deptti of hole bottom, � �I �RCI1e��K � �r— Diameter of hole, � inches. � Soil data from test hole: � Depth, inches � Soi�l texture . o -� � � ,�3LA�k Lo,��, , f I -i�l /'1 Fd�,��_/� �� i�l;� . Tlethod of scratchin� sidewall _ .sL.�/JTG h E/Z Depth of pea-sized �ravel in bottom of tiole, _�_ inclles. Date and hour of initial �aater fillin� �/ —��— 9(� � � !�( � � Depth oE initial water fillin�, � �_ incties above liole bottom. Method used to maintain at least 12 inches of water depth in tiole for at least 4 hours /� L' r/ �, L.. ' Percola1�ion test readings made by / QJ(f - � on �r2�.. ' �� starting• at �• L1/-{' � , tfaximun water depth above hole t�otto,n (date) ` � `—'—P . �. during test, inches. : Time Percolation Time Interval, t�teasurement, Drop in water rate, Reoarks . t(inutes inches � level, inches minutes per inch 7 yl _ � 7. - - L. 3 7 � � � / �t � � 3 � . • � 1 , ► � , s ! � � � , � , 3 3 � 3 I / . '� ' ► � 3 � Percolation rate � � � / � minute� per inch. DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NOTICE i 1�1 SCHEDULED PERMIT NO. COMPLETED ADDRESS � OWNER CONTR. TELEPHONE NO. � 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/FlREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWEFt HOOK-UP 06 PROGRESS � 07 DEMO-SITE AINT. 21 COMPLAINT v 07 DEMO-FINAL SEPTIC INSTAL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING j/ 36 FOUNDATION/REMOVAL � OWNERI TRACT TO MEET YOU:�YES_NO � y COMMENTS: — � � W a - � J O � o� 0 � W � Q � 2 W � W � � d �IVORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W � ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTi(�N REQUIRED.CALL TO ARRANGE ACCESS. r the next inspectio 24 hours in advance.473-7357 tor on opyllnspector's Flle Canary Copy/Site NoNce v/ D TE _ TIME CITY OF ORONO CALLED IN `� -�� ' INSPECTION NOTICE SCHEDULED � ' "� � PERMIT NO. � COMPLETED � �� ADDRESS -' X� - -' - -- �� f� � ��-y��, OWNER CONTR. � -- �— - �' ?- TELEPHONE NO. r��=�-� �� 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 Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC M/jlr1T__ . 21 COMPLAINT � 07 DEMO-FINA� 1�SEPTIC INSTA L", 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET%OU:_YES_N ..�- / � COMMENTS: — J �� W '- a - j � �� O �. � O � W � Q � 2 W � W � � d �ORK SATISFACTORY:PROCEED C PROJECT COMPLETE � �C7 CORRECT WORK&PROCEED C' ISSUE CERTIFICATE OF OCCUPANCY O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN C CITATION ISSUED yr_ ❑STOP ORDER POSTED.CALLINSPECTOR r ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. r�' Call for the next inspection 24 hours in advance.473-73�J7 � a� Owner/Contractor �r Inspector. 7� � White Copy/lnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE !) I�� SCHEDULED "-� �!� PERMIT NO. COMPLETED � � ADDRESS � � � OWN ER CONTR. TELEPHONE NO. � DESCRIPTION /�'=�(,�t� C/L� � 01 FOOTING 11 M ANICAL I 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC T. 21 COMPLAINT v 07 DEMO-FINAL SEPTIC I . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING �� 36 FOUNDATION/REMOVAL � OWNERIC TRAC R TO MEET Y U:_'' YES_NO � � COMMENTS: ' � W a � � O a � O � W � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED C PROJECT COMPLETE W C CORRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r-, pHOTOTAKEN INSPECTOR WILL RETURN � ❑STOP ORDER POSTED.CALL INSPECTOR ! ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor n Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI� SCHEDULED � PERMIT NO. 1� COMPLETE �� ADDRESS � • OWNER CONTR. • TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRAOING/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 1 LL. 22 FOLLOW-UP i09 PLUMBING RI SEPTIC FI 35 HARD COVER REMOVAL J 10 PLUM61 � 36 FOUNDATION/REMOVAL 2 OWNER/ ONTRACT��OU:_YES_NO c� COMM . � W � a J O � � O � � W � Q � 2 W � W � � d W� O WORKSATISFACTORY:PROCEED PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑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 ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance.473-7357 OwnerlContractor o Inspector. White Copyllnspector's File Canary CopylSite Notice