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HomeMy WebLinkAbout2004-P08027 - new septic � �� PERMIT CITY C.�F ORONO Permit Number: 2750 Kelley Parkway- PO Box 66 Poso2� Crystal �ay, Minnesota 55323 Permit Type: sepn� (952) 249-4600 Date Issued: ioisi2ooa SITE ADDRESS: 440 Stubbs Bay Rd Long Lake,MN 55356 P I D: 32-118-23-13-9998 DESCRIPTION: Proposed Use: Residential Pernut Class: General Permit Type: Septic Permit Sub-type(s): New Sepric 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: Hayes&Sons Exc.Inc. OWNER: Tom Lindquist 263 82nd Street S.E. 4535 Roahoke Rd Montrose,MN 55303 Golden Valley,MN 55422 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. ���-� APPLI�ANT P ITEE SIGNATURE ISSUED BY SIGNATURE Conies: 1-File(Signitures Required), 1-Avplicant 1-Monthlv Revorts, 1-Assessine, 1-Finance Page 1 � -� CITY OF ORONO SEPTIC SYSTEM PERM�r APPLICATION Boz 66 (2750 Kelley Parkway) Crystal Bay,Mn 55323 � Li•��w s(- JOB SITE ADDRESS � �U S-F� b � S �� � - Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System $100.00 � Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's Name: (��"'� �-�����s� Phone Number: Mailing Address• City: Zip: Contractor's Name: �M cs •+��g Phone Number: y(,3 -`(��- /7�Z- Mailing Address:2�s 82`�° �-�- 5 � . City:M,��.s.e Zip: S3 3� ? *** DO NOT MAIL PAYMENT W ITH 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 Minnesota Pollution Control Agency(MPCA) Septic System Insta.11ers 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 jaz 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 sta.tions (where required) components are functional and comply with codes. 5. Individual holding NIPCA Insta.11ers License shall be present during all inspections. A 24-hour notice is required for all inspections. !" # NOTE: Applicant must i.nitial 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. C�` ' 2. I will be installing the following: r Manufacturer�q►�ir-/ A Tanks: ,/ Precast Concrete Othe Tank Capacities: 1) 3av al. 2)�al 3)�gal B. Pump Station(if required) Pump make& model ���� �� (atta.ch 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 l� ' x�3 ' Drop Boxes Sand bed dimensions�' x 3� ' Distribution Box Pressure Dist. Pipe Diam. �'/�— " Manifold Pipe Diam. -L " D. Final Cover/Topsoil to be: bonowed 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,,urees to do all work in strict accordance with ordinances of the City and the regulations of the Sta.te of Minnesota,and certifies that all statements made on this applica.tion are complete,true and conect. Signature of Applicant � S Date: l U�� `a T MPCA License No. � �� ------------------------------------------------------------------------------------------------------------------------ Staff Review: A proval Denial Reviewer: Date• 1� � �d� Reason for Denial: SEPTIC SYSTEM APPROVAL , O,� -i__��� �'� - � � `�`��� �� ��`' `2� � '�' U �� _ : O O CITY of ORONO �„ � Municipal Offices G Street Address: Mailing Address: �9kESH�4'� 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Tom Lindquist Phone (Home) (Work) Address stubbs bay lot 2 City Orono State MN Zip Site Evaluator Pernal Hentges State License # 2064 Phone# 320-238-2343 Type of Establishment: Single Family X Multi Family Commercial Est. Gallons Per Day 750 No. Potential Bedrooms 5 Slope: 5% Depth of Sand: Upslope: 1.5 Downslope: 2.0 Soil Sizing Factor 0.83 Perc Rates P-1 22 P-2 30 P-3 27 P-4 29 P-5 P-6 Restricting Layer Depth B-1 22" B-2 24" B-3 18" B-4 18" B-5 22" 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 1000& 1250 # of Tanks 2 Lift Tank Size 1250 Pump Brand GPM 35.3 Head 16 Treatment System: Minimum Square Feet with 9 inches of rock below pipe Bed (10*63) Mound Treatment Area 3( 8*86) 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 HIND 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. 21 Sand placement must follow desi�n. 3) An effluent filter is required. 4) Alarm must be placed inside house. 5) Fence off both sites prior to construction. 6) Mound must be 20 feet from driveway, structures and �radin�. , . s ,, ,-� �-` �� -- � � , �"`+ �1✓l.f'/1�'---a;,�.. �-..s.� By: i'�' t � , �.�-� `� Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us 07/21/2004 14:01 3202382343 HENTGES PAGE 01/�4 Design for an �n-Site Septic System PRE:�.ARED BX: CHIP'S 5EPT�C5 TIESIGN �nd INSPECTIU�IS Pernel"Chip" Heatgea P.O. Box 27 P�to, MN 55374 320-238-2343 Minnesota Pollution Cantrol Agez�cy Individual Sewage Treatmez�t System Lxcense No. 2064 For: �L M IS DESIl;iVEO�OR Tom Lindqui�t `.,.�.�EDROOMS. ANY INCR�ASE IP1 NUN9� Stru.ctural Imag� �nc. OE�EDROOMS INYAUDATE$INiS QES1GNo 1405 No. I.alac Dr. #226 Golden Valley, MN 55422 76�-541-5303 Locarion af proposed septic systez�a s�te: Stubb�13ay�to�►d Qrono, MN Amendment to O�ri.ginal Pl�n This si�e will be designed£ar a mound systez�a. 'Tb�e site must rema.in protected unti� construction begi.z�s. This site evaluation was cora�p�eted on May l0, 2004. A,dditional site investig�tion was complctcd on May 24,2004 for setback fror�n wetland buffer f�ram the noMh. It is a type an�e dwel�ing with an estimated flow af 750 galloins Xser day. A seasonal high water table was noted at X 8 iu�ches in the ground. A mound systeno wi11 be required to meet the 3 foot separatioz�from the seasoz�a.a high water table, as required by MPGA's Agency Rules and Stawdards, Chapter 7080. The mound system design area is 38 feet wide wit�a length of 83 feet. '�he system will require(1) 12S0-gallon pump ta�c, one (1) 1250-galloz�septic tas�k, and one(l) ]000- gallon.septic tank. Pump s�zes will need to delivez�35 gallons p�r min.ute with a lift of 16 fe�t of total k�ead. 'The rock bed iva the rnound will requzre 36 toxis of washed toc�. The set l�k�or the well froxr�t�e septic system area must be a minimum of 50 �eet�r bvth the septic tanks and the absorption area. 07/21/2004 14:61 3262382343 HENTGES PAGE 02/14 The alternate site as located on xbe loaatxo�x zx�p, �nnust r�main intact and wldisturbed indefinitely. T'his area must remaix�ed protected�oz izz the future it can b� readily identified and so indicated that it does not becorne utilxzed �'or acay other property iumproveme�ts except a secondary septic system. Perk tests wer�con;ducted on the site M.�y �0— ��, 2404. The following results indicate tl�percaJation rate of the water thxough the soi�by �ainutes�er inch. This fac�Cor is included in thc design to i�dicate t�as absoxptio�a rate, and 1�as a bearing on the siz�of thE system. F- 1 23 z�px P—3 26 mpi P—Z 29mpi P-4 29rnpi Gener�al The soil condrtioz�s have been established at the test hole iocation only. T}�e�'e may be variatians in soil stratigra�hy between and arouud the bo�ing's and incerpolation and extra�olation of the results is z�ot warranted. �i��erencea: Hom�e Sewage Tareat�ent,Ur�iversity of Minnesota Agriculture Extension Service Dave Gustavson, Extensioz�Engineer And Orono Septic System Ordinan,ce And Minnesota Follution Control Agency Rules and Standards, Chapter 7080 �t'you shauld have any questions or need furth�r information, you can contact staff at the City of Orono,or me at you r.onvez�xence. I hereby c.�rtify that I have com�leted this s��tic system design work in accordance with MPCA's Ru�es amd Standards Chapter 7080, local ordinances, rules and laws. � CITY�F OROI�Tt'3 Fe�rza.e�"�C'l�p"Hentges Licenses#2064 SEPTIC�RMIT , EVIEW INSPECTOit �'^�...,:,._�.�,,,,�„u,��„�,,,,.,�,,, DATE?�-��pERMIT NQ AAAROVBO AS SUbMITT80 APPROVED W1TH CORRECROIIS[!AS NOtBtf 130T APP�t0�1►Bp�CaRRECT 1k RESUBMi? 7'here�aena a�tet�r Wb�matia�. Ait w�ek�11 M i� Is fWl r�pti�aoe�aii�pptiabio eepNe+�taNeg ood�. Aequtroma�.tnetndie�i1em.aoe.peoirloauy.oted iN M�Mw+� KG8!�'Ni�lI�AAI�{��IT'i A7'Ati�i.7'lwt6� 07/21/2064 14:01 3202382343 HENTGES PAG� 03/1� �./�0 Gtld I� �.ACA-71 V�c! /17A� ( ��f�/1j7� �a�p� .S'77l4a l�'`` � - _...-...�___ _,_,_.�...� �/� /2So (-,4r�cotil �/� /000 ��l.R.A►�V -- P�rwp �T,���. s��r�c. ra�t t 35 � SFyr'-�4e t� �w�'� ��� �l� 1 ZSO E�H-t.e_cx� S�P'7�� TqN� _ _,�i,..--�. ~�� ,5�1 f�/f fB f�l7 �n�.��F�J„�4�i b1 �� �$g -- -� ��� d$�� N(V N (V N N !"��� `,�� �� �'� J1 �..� P Z � ``� �'3 d Q O � �n PoseO H�$E � Z-�l-fi0�1 � . �, , , � ��� X f , �"� �� � -�►J p�rc. P�r� ; ����c . �o� �u�.. l„a,�r,a�/ �d r� ~�/� 1.:�'��� .,.f•�-�```"�-•-,---� �' _..��'� ti....�'"N�'�- sa-s ,� &�� �!-,�,.�� ,�'—�`-�. o �� p"y �O Q�JMAQ� $t]�r �y` �� .Sf�'-1�4t� ��►^ ��D P�iU"Y U�1� 67/21/2604 14:01 3202382343 HENTGES PAGE 64/14 CUSTOMER: Nam�: 'r"om I�inquist Sfireet Addresa: City, State, Zip Code: Phones; (H) 763-381-04p9 Work 763-541-5303 Cell 612-369-2402 SiTE ADDRESS: Street: Sfiubbs Bay Road Giry OranQR MN 55356 Tovmship Plp Date of design 5-10-04 System information X New Replacement '�ype of system � Rock Trench Gra�velless trench X Maund At-Grade � Chamber .Alt�rnative, Other, Perform. Type o#esta�blishment Single Family Home Septic tank inform�tion No. & size af usable existing tanks: No. & size of new septic tanks: (1)-1250� �1 -1000 "'"` Is there a grinder/ejector pump used in th� system? NO (CheGc f�additional sizing requirements and com�rtmentaiizatio�wlth LUG) Pump tank information Size of pump tank 1250 gallons Site considerations � Propane or natural gas lines in way7 Under ground electric lines in way? Cable or phorte lines in way? Buried water lines in way? � Existing septic tank ta pump and inspect? Old septic t�nks ta pump and bury? Septic tank truck access available? X Trees to be removed? Di�cult tank & dr�infield equipment access/workability7 Other: Variance required? NO pescribe: PAG� 2 OF 12 07/21/2604 14:01 3202382343 HENTGES PAGE 05/14 DESIGN SUMMARY & INSTAL.LATION NOTES (Nat req'd by LUG, sor inataller use) OUND Slope is 8 percent NOTES: Upslope width is 19.7 ft Downslope width 17.2 ft Minimum �dsorption width 24.0 ft Rockbed size is 10.0 X 63 ft Clean sar►d depth 18 inches � TAN KS Existing, usabfe gallon New 2250 gallon Pump tank 1250 gallon GPI for this tank is 25 gpi Pump size 35.3 gpm at 16 ft head Pump pipe diameter 2.0 inches Pump float te#her distance 7.8 inches PRESSURE 17lSTRIBUTIQN SYSTEM No. laterals 3 Latefal length 61 ft Perforation spaaing 3.0 ft Perfor�iions per later�t 21 Lateral diameter 2.00 inches Center or End Manifold feed: End MA?�RIA! VOLUMES ' Washed rock �5.5 tans � Mound sand tans Based on 1ft sand aver(adsorpt wirith X mound le�gth} 2053 l.o�my sand cap 32.3 tans Based on �ft of�g over rvckeed area. Topsoil �38 tOri$ Based on tttie ntound foot print 3321 X .8 feet 2657 PAGE 3 QF 12 07/21/2064 14:01 3202382343 HENTGES PAGE 06/14 MQUND DESIGN WORKSH��T (Forflows up ta 9200 gpd) A. Estimafied T50 pd or msasured � X 1.5 = gpd B. SEPtiC TANK LIQUID V4LUMES: 2250 C. S�TE EVALUATION INFORAAATI�N 1. Depfh of cle�n sand req. 16_00 inches or 1.5Q feet 2. Depth of percalation tests = 12 inches 3. Soil Texture Silt Loam 4. Perc. Rate 29 � mpi 5. Land Slape 5.0 percent D. ROCK LAYER DlMENSIONS 1. Multiply flow r�te by 0.83 t� obtain required area of rock layer: 750 gpd X 0.83 sq ft/gpd 622.50 sq. ft. rock area �. SeEect width of rock layer (Max 10' if�120, or max 5' if>12p) 10.0 8�9t 3. Rockbed length ��„,;atn� 622.5Q sq. it. / 10.0 foet = 62.3 fest Round off �3 E. ROCK VQLUME 1. Multiply rock �rea by rock depth to get cubic feet of rock: 622.5 sq. ft X 1_Q = foot = 623 cubic feet 2. Divide cubic feet by 27 to get cubic yards: • B23 cu. ft. / 27 = 23.1 cubic yards 3. Multiply cubic yards by 1.4 to get weight of rock in tons: 23.1 �u. yd. X 1.A = _ 32.3 tans X 10 °/a = 35.5 tons req'd F. ADSOR�'TIQN WiDTH 9. Percolation rate in ta 12 inches af sail is 28.0 mpi Soit Texture is Silt Loam � 2. Select allowable soil loading rate from table: 0.50 pd / sq. ft. �MP� a��xru e P �6a,Fr. w�no ► . Rs s�rto �.ao +, O.t Tp 6 SANQ 1.Z0 t.0p O-1 TD 6 FINE 9AND 0.80 2,On 6 7016 SANDY LOAM 0.79 1.bZ 16 TO�0 LOAM 0.66 2.06 a1 TO46 SILTLOAM 0.50 Z.40 d6'TO e0 CLAV�pAM 0.45 2.87 8D TD 12o CtAY 0.24 6.00 �120 CLAY 0.2Q 8.00 3. Calculate adsorption width ratio by dividing rock layer loading r�te of 1.20 gpd /sq. ft. by a�llows�ble sqif Ipading rate: 1.20 gpd/sq. divided by 0.50 gpd /sq, ft. equals 2.40 4. Multiply adsorption width ratio by rock I�yer width to get required adsorption width: 2.40 X 10.0 feet = 24.Q feet adsorption width PAGE 4 OF 92 67/21/2004 14:01 3262382343 HENTGES PAG� 07/�4 G. dOWNSI�PE BERM WIDTM (Slope � 1%) 1. Slope: 5.0 If landslope is 1°� o�more, subtract rock layer width fram �dsarption width to obtain minimum downslope berm toe: 24.0 ft minus 10.� ft rock = 14.0 Foot minimum adsorption area 2. Calculate minimum mound size: a. Determine depth of clean s�nd at upslope edge of rock layer: From Site Evaluation step C1: 1$.0 inches clean s�nd b. Add depth of clean s�nd (2a) at upslope edge, plus•1 foot of rock plus 1 foot af cover to get mound height at upslope edge or rock layer. . 1 S.0 in / 12 = 1_50 feet + 1 ft + 1 ft = 3.50 fee�upslope height c. Enter tabte with landslope to get uplsope berm multiplier of 3.33 ' d. Multiply berm multiplier 2c by upslope mound height 2b to get uplope berm width: 3.33 X 3.50 equats 11.7 feet upsiope berm width e. Multiply rock layer width D2 by landslope to get drop in elevation: 1 d.00 feet X 5.0 %slope = SQ.OQ / 100 = 0.5Q feet f. Add depth of clean sand for slope differen�e 2e at dawnslope edge, to the mound height at tt'te upslope edge of rock layer 2b to find downslape height: 3,50 feet + 0.50 feet = 4.00 f�eet downslope height g. Enter t�ble with landslope and dawnslope berm multiplier of: 4.29 h. Multiply berm multiplier by downslope mou�d height to get downslope berm width: 4.29 feet X 4.00 equals 17.2 _feet dawnslope berm width i. Compare values of step G1 14.0 ft 8 G2h 17.2 ft The greater of the finro vakues 17.2 is the dov+rnslope berm width j. Total maund width is the sum vf upslope berm width G2d, plus rock (ayer width D2, plus downslope berm width G2i: 11.7 feet + 1 Q.0 feet + 17.2 feet = 38.$ ft wide k. Total mound length is the sum of uptsape bermwidth G2d, plus rock layer length D3, plus upslope berm width G2d: 11.7' feet + 62.3 feet + 11.7 feet = 85.fi ft long i. FINAL M�UND DIMENStON IS: 38.8 ft wide X 85.6 ft lon SLpPE SLOPE MUL'CIPLIER PSLOPE MUL7IPLIER 3701 4T01 3Tp1 4t01 3.00 4.00 3.00 4,00 1.0 3.0� 4.17 291 3.85 20 3.19 4,35 2.83 3.70 3.0 3.3D 4.54 2.75 3.57 4.0 3.41 4.76 2.68 3.45 5.0 3•53 5.00 281 3_33 9.0 3.88 5.28 2,54 3.23 7,0 3.80 5.58 2.48 3.12 8.0 3.85 5.e8 a.a2 3.03 9.0 4.11 6.25 2.38 2,94 10.0 4.� 6.6? 2.31 2.86 1 t.0 4.48 7,14 2.28 2.76 1z.o a.� 7.8a 2.21 z.7o PAGE S O� 1� 07/21/2�004 14: 01 3202382343 HENTGES PAGE 68/14 MOUND CROSS SECT{ON 1% Slope or greater "— 3g.a �"otal mound width 6_-12"of t, opsoil " LS 12" LS 6" LS p p b 10.0 ft wide rockbed 18.Q {nches washec!sand ro hened surface 17.2 do�wnslope dike 11.7 upslope dike � 24.0 Adsorption width PAG� 6 OF 12 07/21/2004 14:01 3202382343 HENTGES PAGE 09/�4 PRESSURE DISTRtBUT10N SYSTEM 1. Seiect number of perforated laterals � 2, Select perfor�tion specing �•� 3. Since perforations should not be placed closer than 1 ft to the edge of the rock layer, subtract 2 feet from the rock layer length. 63 minus 2 feet = _,,,_ 61 feet 4. Determine the numb�r of spaces between perforations. Divide the length above by the perforation spacing and round down to the near�st whole number. 61.0 divided 3.0 equals 20.3 spaces rounded down = 2� 5� Number of pertorations is equal to 1 plus the number of pertorated spaces in step 4. 20 spaces plus 1 = � 21 perfarations per lateral 6. Multipty the perforations per lateral by the number of laterals to get tot�i number of perforations. � X ___3 __ equals 63 tntal number of perForations 7. Determine the required flow rate by multiplying the number of perforations by the required p�rforations discharge frpm the table below. 63 perfarati�ns X 0.5fi hole discharge = 35 gpm Mp,XIMUM NUNBER OF QUARTER INC1-1 PERFORA710NS PER REQUIRED PER�ORATION DtSC11ARCiE �qTERAL�'p Q�}qRqN'TEE<10°!o bISCHAR(3E VARkATIdN 1N C3AL.LONS PER Mbh1U7E GPM PERF 5�'ACINC3 IN FEET 1.25 tN P�PE 1.S IN PIPE 2.O IN PIPE DISC.kEAD 7"/32 IN P�FtF 1/4 lN PERF Z 5 �4 ig 2g 1,0 a 0.68 U.74 3.0 13 17 28 2.0 b 0.8 1.OA 3_3 12 16 25 e. U3ED FOR 31N(3LE FANNI.Y HONIES 4.0 11 15 23 b. USED FOR ALL 07WER APPI.IGATION 5.0 10 nm Z2 8. If HEADER PIPE is connected to the END af the laterals, select minimum required lateral d4a+�r+eter from tab�e above with perfdration spacing and number of perforations pef . lat�ral. Select minimum diameter for the perfarated lateral. You have selected � 3.0 ft spacing and 21.0 perfis per later�l 2.00 inch minimum diameter laterals 9. ff HEADER PIPE is connected to the CENI"ER of the laterals, perFS per{ateral are 1/2, sele�t minirnum requir�d later�l diameter from table above with perforation spacing and number of perforations per Iater�I. Select mi�imum diamet�r for tfie pertorated la#eral. You have selected ft spacing and � perts per lateral �inch minimum diameter later8l . PAGE 7 OF 12 07/21/2664 14:01 3262382343 HENTGES PAGE 10/14 SIZING OF PUMP STATION 1. Insert flow rate 750 �Ilons per day 2. Inse�t gallans per vertical inch fram tank manufacturer 25.0 gallons per inch 3. Gaiculat� galions t� cover pump sitting on 4 inch block with 2 inChes of water 4 in pad + 10 pump hgt 2 M2Q = 16.0 inches of wat�r 1�,6.,0 H20 X 25 gpi = 40I� gallons to cover pump 4. Calcufate totat pump out volume � a. Calculate gallons per dose based on 4 pumping intervais per day 750 flow divided by 4 = 187.5 gallons per dose b. Calculate d�ainb�ck (1) Pump pipe length & diameter = 40 length 2.0 in diam. (2} Determins liquid volume af pipe from chart per 100 feet = 17.43 PIPE DIAI�AET�R CyAL/100 FT PIPE d1AMET6R C,AL/100 FT 1.2� 7.77 2.50 2a.67 1.50 10,58 3.00 38.40 2.00 17.43 4.00 66.10 (3) Multiply pipe (ength by volume divided by 100 ta get drainback quantity 40.0 X 17.43 equals 697.2 / 100 = 7 gallons 5. Calculate total pumpout vplume by adding pump dose#4a plus d�ainback#4b3 187'.5 gallons + 7 ga�llons = 194 gallons pump4ut volume 6. Calculate volume far alarm based dn 3 inches and tank GPI 25.0 gpi X 3 � 75 gallans 7. Calculate gallons to caver pump #3, pumpout volume#5, and al�rm votum�#6 400 plus 194 plus 75 equals 669 gallans WITHQUT RESERVE CAP. 8. If LUG requires 75% daily flow as reserve capaciry, reserve capacity = 562,5 gallons 9. Minimum pump tank size WITHOUT reserve capacity equals 669 gailons 10. Minimu+�n pump tank size WITH reserve capacity equals 1232 ga{lons 11. Float seperation distance equals pumpout volume#5 divided by tank gpi #2 194 divided 25.Q gpi = 7.8 inches tn tether float PAGE 8 OF 12 67/21/2604 14:01 3262382343 HENTGES PAGE 11/1�4 PUMP SEl.EC710N PR�CEDURE A. Pump cap�cfty Already determined f�om PRESSURE DISTRIBUTION PAGE, line#7 Pump cap�city = � 35 GPM "* Pump capacity should be between 20 and 4p GPM far charging a manifold ar for pumping to a gravity situation, ie, a drop box or distribu#ion box. B. Determine h��d requirements 1. Elevation diffe�ence between pump �nd the paint of discharge = '�fl 2, If pumping to a pressure distribution system, �dd 5 feet af head required at the m�nifold. If pumping to a gravity syst�m, use zero (0} feet of head. � 3. Determi�e friction loss a. Enter fric#fon loss table with gprn 35.3 and pipe diam�ter 2,a FRICTION L083 IN PIASTIC PIP� F1.OW RATE NOMINAL P1PE DIAMETER FLOW RATE OMINAI. PIPE DIAM�TER !N GPM 1.5 2 3 1N GPM 1.5 2 3 2p 2.47 0.73 D.11 35 6.96 2,08 0•30 25 g,73 1.11 0.18 4Q 8.91 2.84 0.38 3p 5,23 1.55 0.23 45 11.07 3.28 0.48 Friction iass = 2.06 feet per 100 ft of pipe b. Determine tot�l pipe length from pump to discharge paint = 4p.t� Add 25% ta pipe tength above to accaunt for�itting loss � 50.0 „#eet pipe �. Calculate tatal friction foss by multiplying friction loss in ft/10Q B3a by equivafent pipe length B3b above = 2.06 X 50_00 equals 103.�0 / 100 = 1.0 ft head � C. Tota1 head required is the sum of the elevaiion differenca B1 plus additional pressure for the manifold B2 plus the totaf friction loss 3Bc. 10.0._ pius 5.0 plus 1.0 equals 16.0 ft total head D. The Pump requir�s 35.3 gpm and 16.0 feet of head PAGE 9 OF 12 07/21/2604 14:01 3202382343 HENTGES PAGE 12/14 . . SOIL, BORiNGS DAT�: 5•10-04 C��p��'�p �iY: ��I:P"� SEP�'iC5 Chip Hentges ';::. SB - 1 De th ' exture Calor Structure Sub-Soil features Rrim�ry -8 1 QYR3/2 Loam -16 1 QYR3/3 Loam 16-22 1 Q'YR4�3 S1CL 22-28 10YR4/4 S1CL Mattled soils 10YR6/2 SB - 2 De th exture ol�r Structure Sub-Soil feakures Primary -1 p 10yr311 L�am 10-1g 1Qyr3/3 SICL 1fi-20 10yr414 SICL 24-28 10yr513 CL Mottled soils 10yr6/2 SB-3 De th ��ure Colo� Structure Sub-Sail features Primary 13 Loam 10YR 3/2 13-18 SICL 10yr4/4 18-22 SICL 10yr5/4 Mottled soils 10YR6/2 56-4 De th exture olor �tructure Sub-Soil fe2�t+ures Alternate -10 Lnam 10YR2l2 10-18 Loam 10YR�/4 18-2fi tCL 10YR4/�t Gray rnottles noted 6-32 SICL 10YR5/4 SB-5 De th exture Color Structure Sub-Soil features Alternate -1� Loam 14YR2/2 . 12-18 SICL 10YR3/4 18-22 SICL 1QYR4/4 2-32 CL 1 QYR5/4 easonal watertable 10yr6/2 De th exture Cofor StruCture Sub-Soil features Attern�te PAGE 1 Q OF 12 07/21/2004 14:01 3202382343 HENTGES PAGE �13/14 P�RCOLATI4N TEST REP4RT SHE�TS DATE: 5-10-04 CbNDUCTED BY: Chip's Septic Design Chip Hentges p_1� �� Depth: 12 in Te�ure: Loam Average perc rate; 22.7 Primary Time Irrterval tnterval Interval o#al Water Water Water Perc (min&sec) (minutes) (seco�ds) �me depth drop drop rate m;�e ra�;o Interval fraction decimaf MPI tart .,,O:Oa:00 .......................... to o:zo:ao� a:zo:oo zo 20.00 o.$s z2.� tart 0:00:00 .......................... .......................... to O:OO:Qa 20 20.Q0 0.8$ 2 .7 tart o:da:oo ......................... ......................... to o:oo:oa �0 20.00 o.ss 22. tart ......................... ERR to .......... ......... p-2 Depth: _,,, 12 in Texture: Loam Average perc rate: 29.9 Prima�ry Time tnte�val lnterval Interval otal Water Water Water Parc {min 8�sec (minutes) (seconds) ime depth drop drop rate minuteretio Interval fractiai decim�l MPI tart ...0:00:00 .:........................ to 0:00:00 ZQ 20.00 0.67 29.9 t�rt o.00:oa .......................... ,........................ to 0:00:00 20 20.00 0.67 29.9 c�rt o:oo:oo ......................... ....................,.,.,. to p:00:00 20 20.00 0.67 28.8 tart 0:00:00 .......................... ..............,.......... sto 0:00:00 ERR P-3 Deptfi: 12 in Texture: _Loam Average perc rate: 26.7 Alternate Time Intervai lr�terval Inten�al otal Water Water Water Perc min&sec) (minutes) (seconds) Ime depth drop drop rate minute ratio interv8l fraction deCirrial MP) tart o:oo:oo .......................... ........................., to o:oo:oa Zo zo.ao 0.75 zs.7 �rt o:oa:oo .......................... ................,,,....... to o•oo•o0 2o zo.00 0.75 26.7 c�rt a:oo:oo .......................... ...................�-�--�- �o o:oo;o0 20 20.00 o.�rs zs. �art o:oo:oo .......................... ......................... to 0:0�:00 ERR I�AGE 11 OF 12 07/21/�004 14:01 3202382343 HENTGES PAGE 14/14 PERCOLATIaN TEST RE�'ORT SHEETS pATE: 5-10-04 CONDUCT�p BY: Chip' Septics Design Chip Hentg�s P4 Depth: 12 in Texture: Loam Average perc rate: 29.b Aiternate � Time Irtiterval �nterval Interval otal Water W�te� Water Perc (min &sec} (minutes) (seconds) ime depth drop drop rate minute ratio Interval �ction decimal MPI �tart o:oa:oo .......................... ,........................ St� o:oo:oo �o �a.00 o.ss 2s.o ta�t o:ao:oo �w. .......................... ,.................... ca o:ao:oo zo Zo.00 o.sa 2s.o start 0:00:00 M�� ...... . .......................... to � O;Q(?:QO 20 20.00 0.69 29.Q tart 0:00:04 .......................... ......................... sta 0:00:00 �RR Depth: in Texture: Average perc rate: � Time Intarval Interval Interval otal Water Water Water Perc (m�n 8�sec) (minutes) (seconds) ime depth drop drop rate minuterallo Interval fractlon decimal M�1 tart o:00:00 �� s .......................... .......................... to 0:00:00 7 1 1 tart o:oo:o0 8 .......................... .........,.............. tv o:oo:o0 7 � � tart O:OO:QO 8 .......................... ....,..................... to �:00:00 7 1 1 tart b:00:00 8 .......................... .......................... to Q'00'�0 7 1 1 Depth: in Texture: Average perc rate: Time Interval Interva{ ir�terval otal Water Water Water Perc (min&aec) (minutes) (sec:onds) ime depth drop drop rate minz,te ratio Interval ftactian decimal MPI start 0:00:00 8 .......................... .,,,,....,.,,.,..,.,.,.... to O:Od:00 7 1 1 tart 0:00:00 8 .......................... to O:Op:00 �������� 7� � �� � 1 1 t2�rt 0:00:00 8 .......................... .......................... to O:OD:QO 7 1 1 tart 0:00:00 8 .......................... .......................... ta 0:00:00 7 1 1 PAC3E �a c�� �2 # i j. �y �9�'�`� � A'p?j t;.Y ° ..�� #1£'s��Y + _ �.�: 9 t� � {F � �` �«,- �_ � , �� �� � t � � $ ,3 ` �� #,�•4 �q �#�;�, " �t� ff ��,, +s'�`��M , � h y � '� g I Y� � . i�;� � ���`� ��� � �., t� ,� e sy, 'l:� �� *�� �i"zi �;��y�i +� � < �� �„ i�. -+a= � ,' s „�,*,f>�, �'�, ���`a� m�r��.., i"�''�`.�s r�+=�S � '} . . �g. ,} � �1 e�y�b �" �y. ^�,�.. ����� ��.���F, ,� �'� '�`,'�. � � �- � �= i` '�� � , � �J 4� , �� � � �� � �� ��� �^ �w����c�r'�� � �t` � �� <� � , � . ` ��'' � -�� ��� � �, �,,.�.�� ;�4�`� $`!s„��;� t ��#��,`�`��°�' _{,�.. * :.� � 3�,���r# ���'§� �� � � P ;.. 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I 0 St�b�.c�� �-o ����T� ° ��� �' df �ic�o W � Q � Z W � W � � d W� �'WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W�O�ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlCon actor on site: Inspector.��1 White Copyllnspector's File Canary CopylSite Nofice DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. pO��a7 COMPLETED ��y'b`� 1� ADDRESS �y� 5'1 v�C� � � �{� OWNER CONTR. ��`''yeS TELEPHONE NO. � DESCRIPTION_ S��fi � L �"��\�-S � 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 2 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL �EPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: XYES_NO ��., COMMENTS: W � ' I�av rw. �. a � -��.1� 5 o - �.�k� � � 5c�.��� i -��k � 'Se.r�a�'�.S U1� o � QN�''' -�_l�'�--.�....�.� � a W � W � � � �NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnedContra�Clpr on site: v y��- Inspector. White Copyllaspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT N0. COMPLETED �L7ti '• ADDRESS �'�-tO s�"�bS d�t-� � N OWNER CONTR. TELEPHONE NO. � DESCRIPTION S'�vP �►�-v�k U f d c� � �-�sv�\ � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHRNICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WObD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTICFINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL 2 OWNERICONTRACTOR TO MEET YOU�.�(ES_NO ��., COMMENTS: � a � � ��.c�c.t ��S bec� g�dc� 20� o ��.-, Sc��r' �. S•�-eS_ � o� ° " O�� �p cc.�dvc s'f�A 1---vi�- ar� c� W � Q � 2 W � W � � d � ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC�ERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�0 OwnerlContractor on site: �v�� Inspector. C�r"`� White Copyllnspecto�'s File Canary CopylSite NoHce DATE TIME / CITY OF ORONO CALLED IN INSPECTION N TIC SCHEDULED PERMIT NO. � �� �3 COMPLETED �3,o� � ADDRESS Z-�`'I1� S�Ug�-S ��`'`� �G'� OWNER CONTR. �J/�...3 �XC . TELEPHONE NO. � I � DESCRIPTION �� �� � ,�� ` � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL PTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOH TO MEET YOU:_YES_NO ��., COMMENTS: a �D� � 3 ' 6G�&�� � �A�,� �=�u.� �l � 11e.� 0 � �t?Ia P C�� ��s ���,�� 0 � W �Ar t,.f(ti �i9� �l�t �S � Q - � � ��5�� i�S �b � �fd- _,C� fl� ' j `� �f �y a W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W O RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN iNSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. �•c J ,� White Copyllnspector's File Canary CopylSite Notice