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Home My WebLink About2004-P07940 - new septic system PERMIT C I TY O F O RO N O Permit Number: 2750 Kelley Parkway - PO Box 66 P07940 ��rys%�� Bay, Minnesota 55323 Permit Type: septi� (952) 249-4600 Date Issued: 9i2oi2oo4 SITE ADDRESS: 785 Ferndale Rd N Wayzata,MN 55391 PID: 36-i is-23-11-ooi2 DESCRIPTION: Proposed Use: Residential Pernut Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Elmer J. Peterson Company OWNER: Michelle&Thomas Cullum Jr 5921 Dague Ave SE 785 Ferndale Rd N Delano, MN 55328 Wayzata MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. , � C � ��'�'2 ��=�"1. /2;,� ANT PERMITEE SIGNATURE IS ED BY SIGNATURE Conies: 1-File(Si�nitures Required), 1-Applicant, 1-Monthlv Renorts, 1-Assessin�, 1-Finance Page 1 ��- Sd � o7��fo `�� r, �`/� �� - ZITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 � JOB SITE ADDRESS < � , �' '�-z C n �� -� " ' �-� Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System $100.00 Repair Ezisting 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: /�""' � �'�' �` �� < . C� ��ti. Phone Number: � � �J �f � � '� � �� 11�Iailing Address: City: Zip: Contractor's Name: %. J. � z 7= �5�•1 ��. Phone Number: `7��) �7 2-2��d Mailing Address: �1 ��5�f O��y��4 ,��/< �_r� _ City:D�/�:�o Zip: SS3�8 *** DO NOT NIAIL PAYI�IENT`VITH THIS APPLICATION*** GENERAL INSTRUCTIONS 1. Applications for septic sy�stem 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 ihe permit card is on the job site. 2. Permits will be issued only to contractors holdinj a Minnesota Pollution Control Agency(MPCA) 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 coverin�. For mounds, inspection is required after rough up but prior to sand placement(sand �vill be jar tested for silt content), and again durinj pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump stations (where required) components are functional and comply with codes. � 5. Individual holdin�ti1PCAInstallers License shall be present during all inspections. A 24-hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and 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 installing the following: A. Tanks: Precast Concrete Other Manufacturer Tank Capacities: 1) gal. 2) gal 3) gal B. Pump Station (if required) Pump make& model (attach pump curve& literature); system design requires gpm at feet of head. High water alarm make& model . Outside electrical work to be completed by installer electrician other. 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. " Manifold 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, a�rees to do all work in strict accordance with 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. SignatureofApplicant � Date: / ^ � ��v � NIPCA License No. 2� � -------------------------------------------------------------------------------------------------------------------------- Staff Review: Approval Denial Reviewer: ��w� �^�- Date• � '�S-U �� Reason for Denial: � SEPTIC SYSTEM APPROVAL � �� U �� '� '�' � 0 � ,� � CITY of ORONO ti Municipal Offices ti G Street Address: Mailing Address: �`9$EgHOg'� 2150 Kelley Parkway P.O. Boz 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Tom Cullum Phone (Home) (Work) Address 785 Ferndale Rd N City Orono State MN Zip Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566 Type of Establishment: Single Family X Multi Family Commercial Est. Gallons Per Day 750 No. Potential Bedrooms 5 Slope: 5% Depth of Sand: Upslope: 1 feet Downslope: 1.5 Soil Sizing Factor 0.83 Perc Rates P-1 6 P-2 8.9 P-3 5.7 P-4 P-6 P-7 Restricting Layer Depth B-1 26" B-2 24" B-3 32" B-4_ B-5 _ B-6_ Type of Treatment System: Standard X Alternative Other Performance Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size 1250 # of Tanks 2 Lift Tank Size 1250 Pump Brand GPM 35 Head 20 Treatment System: Minimum Square Feet with 9 inches of rock below pipe Bed (10*62) Mound Treatment Area (82*40) (40*102) 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. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (952-249-4600) Call for inspection 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: 1) 1.5' soil on top of mound, 1' soil on sides of mound. 2) Sand placement must follow desi�n. 3) Alarm must be placed inside house. 4) An effluent filter and filter alarm is recommended. 5) Keep mound 50 feet from well. 6) Iron filter and water softner (if installed) must be diverted out of s s� . / ' � B ��, ��-� � , e S — � Y� Matt Bolterman, On�}��y�t�� . Fax(952)249-461�ate www.ci.orono.mn.us t ��P TESTl11►G� IIYC. Steven B. Schirmers � MPCACert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX (763)-497-5011 State License #394 ,. August 3, 2004 Tom & Michelle Cullum 785 No. Ferndale Rd. Orono, Henn. Co., MN This site has an existing on-site sewage treatment system which is surFace discharging. The system is classified as an imminent health hazard which must be repaired or disconnected within 10 months or as determined by the City of Orono. The existing tanks are deep & will need to be abandoned, pumped & filled with soil. This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are clay loam. The seasonally saturated soils were located at 24" to 32" (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 rock must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate of 8.9 mpi. 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 warning device must be installed with a light and sound device, this is in case of a pump failure. 1 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 materia! 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 City will require a filter screen at the outlet of the 2nd tanks. All neighboring wells are located greater than 100' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic eftluent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Recommend Iron filters be diverted out of the system. Recommend to divert the water softner also if the iron filter is diverted. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners used every shower & chlorine agents may kill the bacteria 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. Recommend laundering be limited to 3 to 4 loads per day. �/ " �.�:S�L_._-- Steven B. Schirmers 2 • � 330� . < ; I I � \ \� U � \1 .\ o Z � a � � � � _� , (�1 I 7� �� c Z i � 'ri� , I � � y I � � i � o� g _ , �� , - � � , � x o � � a '�� v.-� . � � i � - �� , �,� -c;� � — ! .� -/ rc�� '�" g`�` i � I ' �� x — � 89�i\. d �� ` i 0 . "G�' J / "� �. � - _ . - � � �„��\ /' /�/ / �it � w � �G�I l� � �... o �;y,�+,. '*.,, �'" 0�� o I s ' `'" � � ��x , S x � �� i I _ ��.,� �.�� k o o � p ��:�`?,�� x � � �_ N� � I � �r "o ',J � \\ � o S1'�/\ -4'' O� " ✓1 x,' S I � s� � � /J�o \ " T �P r � J x � ( �� o�, � �: ` � �, x � �� 'S _ 6 � � �/��\�� ,�x 2 � '� . _ � / � x � w �r � 6. 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Il.► � � . � . �� ,R.S I- �g..� 0 I� L � g a ' ■ � �'�� ' , ,o `8. � � �. . „ � � :��. ,; . �; .� �. � . -, .. . � _ � . � . I� . � � W � Q � �, o � _$ � � � , � �` � . . . o N � � S� Z$' � '� . • � � �. � (�• �1 N � , p '�L, • � � � � � ��. Q�= � � � � � � � � � � �� . , . . � � �� .� � � �°' ,�. � �' �� , ` � � � � � � , � �d � � + N• � . � s � _o � � � � � � '� � � � . s �. � � �' � � � � � � . �- � � N � -� � � , _, �- �'N ,� Q — G 1 � � � �'! . �� °m ,�o I . �. `�, � k/' ,� , ° � '� i � � � , �� ' ��' r � �� o� r , �l � .� � '� ° � � x � : _ i� i W � M�UND DESIGN WORK SHEET (For Flows up to 1200 gpd) p p veragQ Design FLOW A-1: Estimated Sewage Flows In Gallons per Day � _ num er o Estimated � � gpd (see figure A 1) bedrooms Class I Class tl Ciass III Class IV or measured -- x 1.5 (safety factor) = gpd 2 300 225 t8o c� 3 . 450 300 218 of the q 600 375 256 values B. SEPTIC TANK Capacity 5 750 450 294 in the 6 900 525 332 Class I, a,-- � a So gallons (see figure C-1) � �� 370 ii, or�t► g 1200 675 408 column: C. SOILS (refer to site evaluation) C-]: Se ticTankCa acities(ln allons Liquid capac; Numfxr of Minimum Liquid Liquid capacity with W��disposal 1. Depth to restricting layer = a.o�a .)aa-�feet gedrooms Capxity garbage disposa] I�ft ioside 2. Depth of percolation tests = /•O feet zo�►ess �so >>� lsoo 3 or 4 1000 1500 Zppp 3. Texture L�.� L o�r�wt 5 or 6 1500 2250 300p Percolation rate 4�.q mpi �'8°f 9 Z� 3Q00 4. Soil loading rate � y 5� gpd/sqft (see figure D-33) 5. Percent land slope � % D. ROCK LAYER DIMENSIONS 1. Multiply average design flow (A) by 0.83 to obtain required rock layer area. � O gpd x 0.83 sqft/gpd = (oa , sqft 2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate (LLR 0.83 sqft/gpd x J� gpd/sqft= / t� ft Mound LLR 3. Length of rock layer = area+width = �aa sqft (D1) = �2._ft (D2) = Coz— �t < 120 M PI < 12 E. ROCK VOLUME � � 2O M PI < C� 1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock (o a� sqft x 1 ft = ��cuft 2. Divide cuft by 27 cuft/cuyd to get cubic yards Lo�_cuft +27 cuyd/cuft = �_ cuyd 3. Multiply cubic yards by 1.4 to get weight of rock in tons. �_cuyd x 1.4 ton/cuyd = 3 � tons D-33: Absorptlon Width Sizing Table Percol�Gon Rate . Loading Rale F. SEWAGE ABSORPTION WIDTH inMinutuper So,�T�x� ��o�s Absorpcior lnch pu day per Rat�o Mp� s uare foot Fesler than 5 Coarx Sand 1.20 1•� Medium Send � � Lo�my S�nd Absorption width equals absorption ratio (See Figure D-33) times rock layer width (D2) 1B`°30 `"°�' °.60 2.� 31 to 45 Silt Loam 0•5� �•4� �,�X � _ ^t = ^/ 1 `t 46 ta 60 Sendy C1ay 0.45 2.67 _�`?_ t o4,o T s�uy c�oy i.o.m e��o�2o s+ny ciey o.za s.00 S�ndy Gay le � Slower Ih�n I20' •Sy��em dolEmd!or�hrse wil�rtun be dher or parfomuoce Landslope > 1% slope G. MOUND SLOPE WIDTH & LENGTH ' (iandslope greater than 1%) o��r 1' 1. Downslope absorption width = absorption width (F) , ,��, o�? �4��o�°'� � � � �� . ,. . 1 �� i 6"Topwll � � �S�; �t �. minus rock layer width (D2) ,_ �':, ' '.-' ' i�;""S`"d�h , ;;� _ _ „ . „ , ft p■t�Hon�h � �,4� , � ft- l� ft = _L2-- a�,��,�,g�,�. Up�b dlh(C2d) Aock dth(D2) �`�^�b dth(C21) h �� h 2,_ Calculate mound size UPSLOPE a. Depth of clean sand fill at upslope edge of Abeorytlon W1dth-Sand(F� rock layer = 3 ft minus the distance to restricting layer (C1) �� 3 ft - a_� '-+ ft = /, � ft D-34: SLOPE MULTIPLIER TABLE b. Mound height at the upslope edge of rock layer = depth of clean sand for separation (G2a) L�,d UPSLOPE DOWNSLOPE Slo e multipliers for various multipliers For various at upslope edge plus depth of rock layer (1 ft) +�� S�oP<<��05 slope ratios plus depth of cover (1 ft) 3:1 4:1 s:� e;l �:� e:i 3:i a:i s:� s:i �:i l,�_ft + 1ft + lft - :� •� ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 C. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.59 7.41 3.09 9.17 5.26 6.38 7.53 2 2,83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 3, 3 3 (see figure D-34) 3 2.75 3.57 5.35 5.08 5.79 6,45 3.30 4.54 5.88 7.32 8.86 d. Upslope width = berm multiplier (G2c) times 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 6.25 7.89 9.72 upslope mound height (G2b): 5 2.61 3`33 a.00 a.6z s.i9 s.n 3.53 s.00 6.67 e.s� io.�� ,X �•C� 1 t - _.1=1 t 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 938 12.07 DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 e, Drop in elevation = rock layer width (D2) times g 2.42 3.03 3.57 4.05 4.49 9.88 3.95 5.88 8.33 11.54 15.91 percent landslope (C5) = 100 9 2.36 2.94 3.45 3.90 9.30 4.65 4.11 6.25 9.09 13.04 �8.92 �ft X �% - 1�� _ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 ]0.00 15.00 23.33 f. Downslope mound height - depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 9.48 7.14 11.11 17.65 30.93 sand for slope difference (G2e) at downslope u �.zl Z.�o s.� 3.49 3.80 a.oa 4.69 7.69 u.so z�.4s a3.�s rock edge plus the mound height at the upslope edge of rock layer (G2b) �c�ft + -� ft = ��ft g, Downslope berm multiplier based on percent land slop _ i _ s'.t�c7 (see figure D-34) h. Downslope width = downslope multiplier vpa�oPe1�ldth(G fd) (GZg) times downslope mound height (G2f� �pl � 3.s � �"�5,�-a-� `�, Rock9ed '�y � Up �e Widch(GZd). Q �( ft = � �� Up pe Wfdth(G2d) Width(D2).� � tt � �,�ft Length(D3)��► i. Select the greater of G1 and G2h as the � downslope width: av � ft F DownsiopeWidth(G�i) ZD F� Abaorption Width(F)� j. Total mound width is the sum of upslope ��_.... width (G2d) width plus rock layer width (D2) plus downslope width (G2i) 7'otaJ Length(G2k)�f� lo ft + -�ft + a 0 ft = �t�ft k. Total mound length is the sum of upslope width (G2d) plus rock layer length (D3) plus upslope width (G2d) ��ft + (�Z ft + ��f t = �feet a � + c�z + z� �°Z Final Dimensions: - �.o x �z �J�. � I hereby certify that I ha,ve c mpleted this work in accordance with applicable ordinances, rules and laws. � � � . �.. ��,� "�'-�-- (signature) .��Y� (license#) '� " � -D y (date) ---� Geotexttle fabric PRESSURE DISTRIBUTION SYSTEM � . .>.�� :.;�. , � , . ��.�:::� �; -:;:::.:.�<. -: :.,� '.�"'':� . i2;�; 3 uarter inch erforatlons e aced�3' , 1. Select number of perforated laterals , ,. ;:;;;;,,..::-..;;,.;, , �.:..:. ..::.. . • • _;;.`::i ;:;�• ,,;J•: .:�,g:•.':,pfs',o'r�c' . , . '.':4;-:t'., ' ,.-:: ., . :�.�:,�• 2. Select perfora{ion spacing= •?�,y�-�--ft • ,.'Perf.Sizing 3�/16"-�1/4" Perf Spacing 1.5'-5' 3. Since perforations should not be�placed closer than 1 footto , the edge of the rock layer (see diagram),subtract 2 feet from the rock layer length• E•4: Maxlmum a�owable number of 1/4•inch perforotions per laferd fo Quarantee<IOX.discharge varfatlon �– -2 ft = �� ft . . perioiation , y�r �,8 –— . . , _:.1. ,�aP�lnp �,.;. 4. Determine the number of spaces between perforations. feet 1 Inch 1.251nch .1:5•inch 2.0 inch Divide the length (3)by perforation spacing(2) and r�un� ' �q�to nearest whole number. 2.;5 � g . �14 18 28 Perforation spacing= �0 ft+�_ft= Z o spaces 3.0 8 13 1 Z 26 �3.3 7 12 16 � 25 5, Number of perforations is equal to one plus the number.of 4� � >> 15 2s perforation spaces(4)..Check figure E-4 to assure the number of �.0 6 l0 14 22� perforations per lateral guarantees <10% discharge variation. . �SpaCeS + 1 = a 1 . PerfoTatiOns/lateTal E-6: Pertorotfon Discharge fn gpm 6. A. Total number of perforations = perforations per 1�iteral (5) --i Perforatlon dlameter heod inches � times number of Iaterals (1} � ��3� �r (feet) 3/16 7/32 1/4 ��p e r f s/l a t x�._lat=��perforations �,pa 0,42 0.56 0.74 B. Calculate the square footage per perforation. 2,0b 0.59 0.80 1.04 Should be 6-10 sqft/perf. Does not apply to at-grades. 5� p,q4 1 .26 1.65 Rock bed area = rock width��ockf{ngth(ft) �ft x��t = q � a Use 1.Q toot fpr slr�le-family homes. Square�foot per perforation=Rock bed area+number of perfs (6) b Usa 2,0 teet for an hin else, �sqft+�.._.perfs= `�. �_sqft/perf ,..,,,,«., �«,�,�, ,.T �� p ►NESSUiE dSTRIBU7lON rnE� 7. Determine required flow rate by multiplying tlze �otal number of W� perforations (6A) .by flow per perforation'(see figure E=6) 11 .�._�� e�perfs x -S lo�Qv.�m/.perfs= � $Pm � "•, ' ,��, 8. If laterals are connected to header.pipe as shown on upper � �,,�� ,�,a,,� example, to selec��iiniintun ret�uired latera��diameter;enter ��„�J'` figure E-4 with perforation spacing (2) and number of perforations \�/ per lateral (5) S.elect m;nlmurii diameter for ,.�,��;,�o„;,w�;;�„;;T�;,Na'°� perforated lateral= inches. ►�►•a..m w�K�+c 9. If perforated lateral system is attached to manifold pipe near ��.�..��g,� � ��'"`"' � �:�w K�s:�, �,�'°" the center,lower diagram,perforated lateral length(3) an r�ko.o number of perforations per lateral (5)will be approximately one ��,c��,�;��w� � half of that in step 8. Using�these v�lues;select mulimum , ''� � "'d'�'%� diameter for perforated lateral=� �zT��es. � � �� . . , . �a� ��+'�r. M r,r,,.."'`��. �'"' , �� I hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. �� -�i;� ( �Sn ��=�-----�license#) �_L}--`(��`}'� (date) si ature) PUNIP SELECTION PIZOCE�►URE Perforation Discharges in gpm A. Determine pump capacity: perforation diameter �-� gravity distribution head inches �. Minimum required discharge is 10 gpm (feet) 1/8* 3/16 7/32 1/4 1.Oa 0.18 0.42 0.56 0.74 2. Maximum suggested discharge is 45 gpm pressure distribution 2.Ob 0,26 0.59 0,80 1.04 see pressure design worksheeet 5.0 0,41 0,94 1 .26 1 .65 Selected pump capacity' � J gpm ° Use 1.0 foot for single-famlly homes. b Use 2.0 feet for anything else. ' Potentlal for plugging B. Determine head requireme�nts: 1. Elevation difference between pump and point of discharge. _�_feet 2. Special head requirement: If pumping to a pressure distributicro system, five feet for pressure required at manifold. If gravity syst:em, zero. � feet so��treatment system ao aa•,a�:•�a. ) u 1 D�c� 3. Friction loss a. Enter friction loss table with gprr�and pipe diameter. totg p�pe len th Read friction loss in feet per 100 feet from table. e�evotion Inlet '' difference .: F.L. _�ft./100 ft of pipe pipe ;; �, ,, ------- -- -� -----�oc�� , , b. Determine total pipe length from pump to discharge '�� ,� point. Estimate by adding 25 perce�lt to pipe length Eor fitting los�.�E�uivalent pipe length times ]..25 =total pipe length x 1.25 = a�s feet c. Calculate total friction loss by mizltiplying friction loss Friction Loss in Piastic Pipe Per 100 feet in ft/100 ft by equivalent pipe length. nominal Total friction loss =��X,a a J �100 = S feet pipe diameter flow rate 1.5" 2" 3" 4.Total head required is the sum of elevation difference, special head pm requirements, and total friction loss. 20 2.47 0.73 0.11 �+ _y_+ S _ (1) (2) (3c) 25.. _ : � �3;73 �>"_l, 11. .' '0,16 Total head: 2� feet 30 5.23 1.55 0.23 35 6.96 ��6 � 0,30 40 ;;8:91 . �.;:'2:64' ' 0.39 . .:...... ....._.. . .._._.__... . __. 45 1107 3.28 0.48 C. Pump selection 50 13 46 3.99 0,58 55 _., ..., ;4 76,,. ::OJO : l 60 5.60 0.82 1. A pump must be selected to deli.ver at least�._gpm (Step A) with at least ?.c7 feet of'total head (Step B). 65 6.48 0,95 7p 7.44 1,09 S�P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566 FAX • (763) 497-5011 State License #394 t OGS OF SOIL BORINGS Tom & Michelle Cullum 785 Ferndale Rd. Orono, Henn. Co., MN Borings compieted on 7-21-04, with a hand bucket auger. BORING NUMBER 1- EIev.1005.6 - MOTTLED SO1L AT 26" - no standing water present in boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 18" Gray brown loam 10YR 5/2 18" - 26" Yellowish brown clay loam 10YR 5/4 26" - 34" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1, 6/8 34" - 48" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 BORING NUMBER 2- EIev.1007.2 - MOTTLED SOIL AT 24" - no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 24" Brown loam 10YR 5/3 24" - 34" Rusty yellowish brown clay loam 10YR 5/6 - mottles 10YR 7/1,6/8 34" - 48" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8 BORING NUMBER 3- EIev.1006.8 - MOTTLED SOIL AT 32" - no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 18" Gray brown loam 10Yr 5/2 18" - 32" Brown loam 10YR 4/3 32" - 48" Rusty brown clay loam 10YR 5/3 -mottles 10YR 7/1,6/8 �ERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 7-22-04 startino at 10:20am. Test hole locatior� �11» �785 No Ferndale Rd �Orono Test hole number�. Date test hole was prepared 7-21_04• Depth of hole bottom 12 inches. Diameter of hole f inches. �OIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Gray brown loam Method of scratching sidewall is l�if�. Depth of gravel in bottom of hole is 2._ia��. Date and hour of initial water filling 7�1-04,9:30ar�. 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�hon. Maximum water depth above hole bottom during test is 6 inches. � Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks i 10:10 refill 6 10:20 ( 10:50 i 6 5 6 30 min 10:55 11:25 � 6 5 6 30 min I 11:26 11:56 6 5 6 I 30 min � � I Percolation rate = 6.0 minutes per inch. CER"I�IFICA'I'ION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 7-22-04 starting at 10:21am. Test hole location ullum, 785 o Ferndale Rd rono Test hole number�. Date test hole was prepared 7-21-04. Depth of hole bottom�2 inches. Diameter of hole 6 inches. �OIL DATA FROM TEST HOLF 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 7-21-04, 9:30am. Depth of initial water filling is l.2 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. Maxirnum water depth above hole bottom during test is 6 inches. � Measurement, Drop in water level, Percolation rate, � ' � Time Time interval,min inches inches , minutes er inch Remarks 10:20 refilf 6 10:21 10:51 6 3-3/8 8.9 30 min � i 10:54 11:24 6 3-3/8 8.9 30 min � 11:27 11:57 6 3-3/8 , 8.9 30 min I I I i � I I i � I � Percolation rate = 82minutes per inch. CER.TiFICA�ION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 7-22-04 starting at 10:22am. Test hole location(�'�allum, 785 No Ferndale Rd �Orono Test hole number 3. Date test hole was prepared -21- 4. Depth of hole bottom�2 inches. Diameter of hole 6 inches. �_�DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is cl�' e_. Depth of gravel in bottom of hole is 2�ie�. Date and hour of initial water filling 7-21-04, 9:30am. Depth of initial water filling is �2 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�hon. Maximum water depth above hole bottom during test is 6 inches. � Measurement, Drop in water level, Percolation rate, � ' � Time Time interval,min I inches inches minutes er inch Remarks � 10:10 I refill 6 J 10:22 10:52 I 6 5-1/4 I 5.7 30 min I i 10:53 11:23 I, 6 5-1/4 5.7 � 30 min 11:28 11:58 6 5-1/4 5.7 30 min I ( � � I i Percolation rate = .5 7 xninutes per inch. IOAMY SAND CAP ' PEF�FORATEO �AYER 0� GEOTEXTtLE pERFORATEO IA�ERl�L LATEftALS FABRIC � _ `'�~��"'-••- - 6 1NCHES ,�•. .. -,:�..__...__- -_ __ GRA55 COvER _ „-• . TOP501L � SANDY LOAM SOIL �` `- ��'�'��`'�-_!� • FILI .. . - _ , � , �'�,j%� ��?n:,' CLEAN SANO �: .,. '��' ' � .,,�J:' P _ - �� ,�/•'i J-��• L�y� MAXIMUM SlA E--�- -- � ., /. , Y,+ 3 70 IAYER OF GEOTEXTII.E . �� L � f y' �� E ZN�RON�HES 4- �'' PlDWEO OR /.SL FAE3RIC OR 4 INCHES OF ' ' ' � ;�:i.� � �,'' �,;� To�� piSKEo SURFACE ' NAY COVERED pY � ueso�� • ' BUlL01NG PAPER , -�/ / x ; •a�. j� ��j� i , / �� CROSS SECTION A-A 1�/ OR 2' ��?`'�;�`` / % . ' ./� � PIPE �f�OM PUMP�:'r•�' ' � i ,�t/ i� -� �J l,' �/ �/,' .� :' /� + P�PE FROM /� J ' f � ./, . ' / PUMPING CHA64HER i' 3/�'Z�/ r`;f', �. ..�,�, � . C�EAN dOCK i•'� � �� OIVERS�ON FOR . • , ',�% � / !� SURFaCE warER Y • � 6" TOP501Li.•�•' �J.� ., ��, -� �� / a .- _•- ' �� l �t `--r-;-- ;-j . .•'' � �� r %� �. I � � '� "` .+„`'�� ,, , � ,i l" � r� ' PERFORATED : ; ' , . �� . � . : � . 3 .f .�aT�w�s : : i 1 I . r9' /� MqX. , -� ..` ---,-``'rt �, - �� `:- � ..:�' ' ' ; I - � ; � . -�j `"�'� , �. 2';..•. . r.,:=• i i , ; t � ,, ,,._ <.. - :•�.-;•,::�-.:,;l+-. , , ; I� . • ��OP 1. . •�•J_�;�,�^-jM�.r:� • ' I 1 � x S �lEq E ._. ,�-:, "'ty�, •t!.�t'-� � � y � : 4Np F 'S -� .. 3g�� ;� ..�=i,• BEO AREA-�, � ' :. �ll po . z�• �.i_::;�',�, . � ;---�; � "' — ` BRpk�CqY�R �`�-�..:,� , , { -' ;_ N Up '�'-' � .�-�... _� I ' ' i W . A .� . •':'��'"`-..-. , � ; e qTU `., _ a I : �' . w , � m . AR R,4 „-;. , x : = , � . �, � ; �ER �qj.� ' . — — l : ? : ? ; � — — � o � a . R . INCH�� ; ' INCHE I — LAYOUT OF PERFORATEO PIPE IATERALS FOF� I ; � ' ( � PRESSURE D�STRIBUTION IN MOUND �_ (_:_ '• _.�._� � OIKE��µAXT�DIKE - �PERFORA7ED PLASTIC PIPE . . T07AL WIDTH . ..1- \ A��/YG I � • � P + END �N��NTER.NP#I2FOf2A710N• \� � PERfpRArlOj'� 5 PLAN VIEW VIEW SIZE MAY flc /��. hz: !6 /S . __._. -- -- - ------- OR /�. . Q�p pERFORATION OF A PERFORATW LATERAI. w 2�MAN I FOLO PIPE G+ou Cova PEREORATIONS ON �OTTOM 0� 'i . FLASTIC PIPE , 7�p�oM ,�� 9Q� � ��r=� - I :� '' ,�'� So�1�y�...�•�.�K o!Not�allw Mv.'co.�r�d - r�� l�awY nl'v � br�r MI - =�(ALTERNATE IOCAT10N � _ "...he r�.4�pop«) � OF PIPE FROM PUMPI pvrla ��o.+OrileJ Ibrleonta�y - . . �h�o C D �« �9 - _ / \ � -A1 l�otl 12�la Edq� p /i P1u� 01 RoCy �lOYU L EHD CAP 9Qti d� o ,Fl�ld Ra- _... .... ._-'.:: • / L�IER -- - • ` v«�«,,ii�„�i.a a, ({AlfD 2 PIPE FROM c1.o�Sond Lor�+ BO�1O^'or to�.ra . .� /�� ERF� PUMPING CNAMOER _ _ � _�Lf � _ . . . _ .. _ . _ ... . F-R ' . , . ; ;.� REDWOOD CEDq� OR WATER TIGHT Q �OCKABLE ELECTRIC BOX—� TREATED`I?OST (4 �c 4 min) ' PLUGS OR ELECTRIC CONNECTIONS— � �AL� EL�CT.RlC CONNECTIONS MI10E !NS DE OX .2" PVC CONDUIT SCNEDULE 80 6�SP�CE LOOP OF P4WER CORD FOR MANHOLE CQVER CHAINED a:LOCKEO SETTLEMEN:T SEAIED MANHOLE RINGS .FINA GRADE � � AT LEAST 12' '' � BELOW GRADE UNI ON WIRE FROM POWER SUPPLY - PIP PISS TA 1 ON UP TO �SOIL REATMENT�l�REA -- • �1 , FOR PROPER DRAINBACK SEALED TANK COVER �—IF PIPE AT TANK MUST BE LOWER THAN UNION, TO GET ELEVATION FOR DRAINBACK, PL1tSTIC ROPE OR CNAIN A V� INCH WEEP HOLE MUST OE USEO WITH ANCHOR-----�, — WEEP HO�E AL�LEC RICAL��IRCUPTRATE NOTES� EIECTRICAL WIRE FROM POWER SUP.P�Y � MLJST NOT RUN OVER ANY 7ANKS BUT , S�FZ]'_�VF.l..S7_— - 1•r, - — MUST BE L1aID BESIOE 0711ER T/�NKS ,, 3�� _ ANO MUST 8E PLl10ED IN CONOUIT . ALONG POST _ S��_Q��Q_ _ _ E�EGTRICAL 60RD5 FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAvE GROUND PUMP CONTROL FLOAT CONTACT. �� : Figure F•8 METAL COVER �.. _.�, � . �3; ..,�. �; �` .�.' •y , � � �� _.�, � �. ; � . �� ': '.v:,. y ,i i .��_.. + I . % � `�;;ti^�_ _:,_.. �. � CONCRETE �� . MANHOLE RING METHODS OF SE uNAUTHORIZEDLENTRYER TO PREVENT Figurc C•l4 r�� rs, �^ �PT�C TN1VK .�� '�` ''VERTICAL S1DE�'ALL S . � �-FINISHED GRADE AT. I.EAST � •AT .I.EAST 6"TO 12r COV�R a� DIA.� 4' DIA'.:: � , AT �EAST f" t�11K AT LEAST I" .'' .� ,. �_ �� " � � 4 I N FOR.,,. ANKS IT�i VER �C?1' SID,� . A 01 M f�h� q M�H�r��M �.,--�--- ..._..- �,t �G�r.�s 2'�'SIM�F'-WlD •i ptAM.TER 60 . MINIMUM r-MAXI i � ��.TN.� 30 MiNi_--�i� �J_ i A ,_... S 2�—�.�.._-.�..---- - •AT LEAST _ e_,_6 MIN�Ml 0 2 D��MVµ - 6" r 3• � o.a o ._=-� ,�___ • •-A7 .L£nST, 4 FEET--��-'+ .,� rAtif:• 1F.n. �. AWNk71LOWLRl1�VC�fKIOUTLQW11itN1ERfdt[L t� fNlfiNtYICGtAII�/J��MOfKMN Al.L1,l0'tf.Al1 rnrtww+Kx�er,+n.+vxMaR.a��a+�*r� � . 7. 11�C f!,f�W l tJQ d K Oft l l+l 00�'C�l MJ�1 OQ K OU'4 D TO R tVLI�1/�OCt E.t �Jev�rll�tt�It�Ynt�tN1/L[IORKL1Nrt `. 0�'�NN1[xfLMfM+CLDE�'+'[[MMrO��t�twltwGE� w�u�. p��wf1�rK.tikltf��►+Rttn �q'��'y j12NrKtR�a. �. I�rrn�tCtAM� n tMtt<ulfT � roniia�tc��u.cnrKx+oK.iN++�oo+++c►m�+nis�.�so cn,�,kw,at�"��1"�cic�v�iivil�o�i�n�r��c,�a� �1+DOt+.MttltONCM�.]7f1. . N irf W ttd 104'� re•es�vuoet�aer..�+rst�Kar+�rni,�rt��a� oKtu ac�a�e��NM�cc�.�n.ro _, . re�¢wcire�oe�i�ue��wtr.NnRrtie��,�Rn�it Nf fl[S. � ' ' ` .. , � PENCfL MN�td ,�, .20' � t� � ,,;,". y !I �'� ��H � r, , ��ti S� . � OUTLET iNLET � � ..� �� ,� y , •,�~,��. �L ,� � y� � W!-3�N� 4�' ' � .�� p . � � ct:�ar+ ouY r� .,�.�--•- •-- t' SCVM CI�AR SPACE=��—� �� ..�. � IS 3' Oft t�SS OR .�' �, . "'�=- -+ �,Y .B (S LE55 • � _ _� ' 12�OR � � —---'�"_---=--'"—r_ . � �� :,. tr R �f ; ��,.ti{;,,.,�.: ' . . . ' . ;�..'�'. ' .' �'�'' ;'1 B�.A.t�}'C CaA r; �� •�:;,' � "�•Z O15TINGUISHES SLUDGE ��'' ' ' i� � RprA•LIOU10 ��;�?'?+i '� SLVOCE ,";t. , I.AY R F !'' `r}��dr,,�,f,,ti � .. ,�� ,' .� � ��s% ...�,t" d ,. t�M . . R.;,: , � � SCUM� AND SLUDGE ACCUMULATIONS MEASURN THE SEPTiG TANK ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NQTICE ,1 SCHEDULED PERMIT N0. ��7� -1 b COMPLETED I D-�-u`"� I V'�V C� ^ i f`4s;�'` ADDRESS �� OWNER CONTR. �'��5 y'� TELEPHONE N0. � DESCRIPTION SL i }'�- �`�'�'�-� � 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 2 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTORTOMEETYOU�YES_NO � COMMENTS: "�r'^��^�'L�2� � �t�^� '< � � � -- ��r�-��u�� -�I�� c)�.��.� .�� 0 � •—�c e '.�� r �� f � � -- p i � � .!�-- c �— C r��tt ` W `� ` -�: �/ ;� St ��..,� �l( Q � '_ �'�b� � .��J��'�, � gL G(�,,, r-e✓,. . � �-+�J'�� ---(5 (�� a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HO'URS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (95Z� Z49-46�0 OwnerlContr or on site: Inspector. � �`----- White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NO ICE SCHEDULED `1'ZSf"�``{ PERMIT NO. �79�0 COMPLETED q�Ze�,� �' �=15� ADDRESS � �� {�^�`�`l ''V OWNER CONTR. Ct'trs v"'� TELEPHONE NO. � DESCRIPTION ��1' �Z- �"�'�1l VI ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 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 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU�YES_NO � COMMENTS: y ` 1�d v��'`� 0 � — s��r 6a��c� � �, � �a 0 � ' �-•,SSu� S��^ 0 � W � Q � Z W � W � � d � '�NORKSATISFACTORY:PROCEED Il PROJECTCOMPLETE W�LI CORRECT WORK&PROCEED ri ISSUE CERTIFICATE OF OCCUPANCY p ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONW�THIN HOURS. �� pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. �95Z� 249-46QQ Owner/Contractor on site Inspector.�� White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT NO. �c�7g�� COMPLETED1 �� 6�� "''=� ADDRESS �� N- ��'��`�� I OWNER CONTR. t 1'c��v-�. TELEPHONE NO. � DESCRIPTION ��Q�' .L '`�� Ot l� 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 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 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 , �� r �;:,�� \u�,��i; �� c..c, e � �- � -y��E , � d � ��.�-;�..� • �S 0 '� � {'uc'� f� ;u X 6 Z � ' � � - `7�3� � �er[-i , a ��s .}-- W � ^' �-�c-.,�� 1�.r�1 ()� Q z '' � i c.�� S� d I�F C.��,�ti-, � — �p e� .-�.�.`�S �r e�- � c� :(',y' W � � d W �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � W ❑ CORRECT WORK 8 PROCEED '- ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED C INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call forthe next inspection 24 hours in advance. �95Z� 249-46QQ OwnerlCo actor on site: inspector.��`�7� �—� White Copyllnspector's File Canary CopylSite Notice