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Home My WebLink About2013-00434 - septic - new �-�` '' CITY OF ORONO 2750 KELLEY PARKWAY * 2 0 1 3 - 0 0 4 3 4 * DATE ISSUED: 06/03/2013 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 REPRINTED ON 6/3/2013 ADDRESS : 55 GOLDEN VIEW DR PIN : 33-118-23-43-0011 LEGAL DESC : PETERMAN 2ND ADDN : LOT 002 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW NOTE: (3)PRECAST TANKS RGUSE EXISTING TANKS IF WATER T[GH'I�. IF NOT,(2)USE NEW 1300 GALLON TANKS AND(1)NEW 1300 GALLON PUMP TANK. MOUND TREATMENT SYS"['EM-630 SQUARE FEE"I SOILS NEED TO BE VERIFIF,D BEFORE INSTALLA"I ION. APPLICANT SEPTIC NEW 200.00 KOTHRADE SEWER& WATER STATE SURCHARGE SEPTIC 5.00 12059 WHITETAIL AVENUE HANOVER, MN 55341 MISC FEE 0.00 O TOTAL 205.00 Minnesota State License#: 192 MPCA PAID WITH CC# 4122 OWNER ERICKSON, VAN &NANCY 55 GOLDEN VIEW DR LONG LAKE, MN 55356 AGREEMENT AND SWORN STATEMENT I�he work for which this permit is issued shall be performed according to the approved plans and specitications,applicable City approvals,and the State Building Code. This permit is tbr only the work described and does not grant permission for addi[ional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein."I'l�is permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended Yor a period of 180 days at any[ime atter work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State E3uilding Code.This permit may be revoked at any time for du cause. / � /� � �/ � / � Applicant Permitee �gnature Date Is By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. O City of Orono FOR CITY USE ONLY � � P.O. Box 66 C� 0 2750 Kelley Parkway Date Received: Permit# �(3^ 3 ` Crystal Bay, MN 55323 M-� (952)249-4600 Amount: $ 'v�/ a � y � F �` �qKfSHO�� CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site / Owner Information: Site Address: 5S ��-t�� ew ��l � Owner: V � � ��` �_��'� Mailing Address: � �l�til Ul�(-c� � city: a�2 z�p: S 5.35,� Home Phone: Alternate Phone: �5�-� �5�`�fJ Contractor/Applicant Information: .� � Zu � .��'�'� � � Contractor/App.. ��l �' � (.�� ' � � , I��I ��,Q, , Address: l�,S�j� l��-V� �,Q., WV �`"C- �'�Vv� /J(�' � �� " � ,(�' c�ty: �' z�p: S 3 I � _ � - l� Phone: ��3 -�'�S- �S 7�a— �� .��ne: TYPES OF OCCUPANCY [�Residentiai ❑ Commercial ❑ Other PERMIT TYPE AND FEES New or Replacement System $200.00 o��C� • � Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total $ �O5• � W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 1 / 2 ** ATTENTION APPLICANT ** Fill in all a ro riate blanks and check all a ro riate boxes. I will be installing the following: Tanks �Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) � ^ Number of Tanks: 3 ��-Se. L5-�Lvt '{�-v�L�S ��J �^� -f-l.��,k a-�- a ►'�-e. �.v �► � 3 c� oq�c o r� �wt p -�y1k. r�� Size of Tanks: J p � 3c�v l c�c� 13c�v Treatment System Trenches s.f. �_ Mound � 3 d s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. Signature of Applicant Date: MPCA License No.: Staff Review: ccept ❑ Denied Reviewer: ~ Date: � J��' �� Reason for enial: Comments (to be printed on inspection card): �� 1�� o f� ��i� G�� 1� 1,�� v - W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 2 � 2 , �OA' City of Orono FOR CITY USE ONLY �y P.o.aox ss � 2750 Kelley Parkway Date Received: Permit# Crystal Bay,MN 55323 (952)249-4600 Amount: $ ti� � G `qkfSH�Q'E CITY OF ORONO -SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building O�cial) Job Site / Owner Information: , j Site Address: �� C� '��' ; (!t, i" i 4�� Owner: ��' C� "►��-i�� Mailing Address � ��'-�`l V� �.U'a� City: ��''�/� � Zip: �� Home Phone: Alternate Phone: l�� ' ` � 'l" ' �a N Contractor/Applicant Information: � �� Contractor/App.: ��`"��`�,��L� �� ontact Person: Cl,t�v�,��'J'�✓�� / '� ' � / �� Address: � � �� W�'�t��L� l.V I State License #: I�Vt�C1�9- U��- City: � � �✓ Zip: � �S � "� Expiration Date: �� -��`t" Phone: �� `�I'�0 � 0 � �� Alternate Phone: � �' �`� ��r / � r �) TYPES OF OCCUPANCY � �'�w� Residential ❑ Commercial ❑ Other � ��; ��. �e• �-'�� '� �� PERMIT TYPE AND FEES� � � ' � �� New or Replacement System $200.00 �$ �VL%� �-(_i Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total $ ,�l�Sr � W:\(Applications,License or Permit Applications)\Permits\Septic Permit Application-Updated Surcharge 07-28-11.doc 1 / 2 . ** ATTENTION APPLICANT ** Fill in all a ro riate blanks and check all a ro riate boxes. I will be installing the following: T ks Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: r�- i.�S.� �--I Uo� ►� wa�v'` Size of Tank . �� +'� , '� � `�� a'y'� G� I r� o`2-YI�Q,vu" 30Q �- . �' ��l �� Treatment System TTenches s.f. ' ,�r- ��Mound ��Z S L� s.f. Gravel less s.f. Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. The undersigned hereb applies to the City of Orono for issuance of a septic system installation permit, agrees t do all the work in strict accordance with ordinances of the City and regulations of the 'Sta of inn ta an certifie that all statements made on this application are complete tru and rrect. Signature of Applicant Date: �� "l� MPCA License No.: �� Staff Review: 0�cept ❑ Denied � Reviewer: �[,�--�- .�.�C.��;�'� Date: > " Reason for Denial: Comments (to be printed on inspection card): "�-; N � �,�(�� C; I� � ( �" (�,�," �i� � �� `�� -t�1 t i� -f--��'� W:\(Applications,License or Permit Applications)\Permits\Septic Permit Application-Updated Surcharge 07-28-11.doc 2 � 2 1 �7-P TESTING! �N�r. Steven B.Schirmers•MPCA Cert.No.627 951 Katydid Lane NE•St. Michael, MN 55376•(763}497-3566 FAX{763)-497-5011 State Lioense#394 May 4,2013 V`Ct�`1�- � l��,s.� �;� �a&Nancy Erickson f�a n�� r��I�S o n - 95 a-�`i�l - Sa�p 55 Goldenview Dr. ORONO COPY Orono, Henn. Co., MN A Compliance inspection was compieted fo�the existing on-site sewage treatment system located on this property. 7he system consists of 2-1000 gailon septic tanks&a trench system. Soil borings#1 &2 found mottled soil (redox features)at 28"&30" below grade&the bottom of the trenches at 24"below grade leaving a 4"to 6" separation from the bottom of the trenches&�edox features. This system does not rr�eet the required separation befinreen the bottom of the trenches�redox features&is ciassified as non-compliant under Minnesota Chapter 7080 rules. This on-site sewage treahnent system is designed for a Type 1, 5 bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. The periodically saturated soils we�e located at 14"&16"(redox features). 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 south propetty line must be located prior to installing the system. �RONO COPY The soils at a depth of 12"have a percolation rate of 30.0 mpi. The existing tanks may be used upo�a Tank Integrity repo�t passing the tanks. If the tanks cannot be used install 2-1250 gallon tanks. C�i�ONC3 CC�YY 1 � CiTY OF ORONO SEPTIC PE MIT L nATE � ' l�i ER�1IT NO._______� �rkovro ns s�;r��rrrrn C7 nrrRovr:n�virH cc�aarcTi��s ns n�Tr:n � 1�'��I'APPROV(�.f)-C'ORkFCT& Rf:St;R.�11T Thcsc commcnts urc for ynur informatinn. qll work shall bc donc m� �[�►�/� in full cumrliancc with all n�yilic:if,lc�:;�tic�md iuninp cndc. ILI�1��YWIt7�� Rcquirc�ncnls i �,�iui .��, , � ;�!�.I i'�i fli� P� .AA c �,' �i\ �;�� `` e1 �c�i in!I�is�crictv. 6EDROOMS. ANY INCREASE!M Kl1NIBER � � �� : � �� s OF BEDROOMS INYAUDATES TttIS t�SIG{�L, A 1250 galton pumping chamber wilt need io be installed to IiR the effluent to#he treatrnent 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. The manifold and suppiy line pipe must have back drainage to the pumping chamber. The distribution pipes shalt have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod,be sure not to over work. If the tanks have less than 2'of cflver,#he lids,risers&maintenance hole covers must be insulated to a value of R10. An effluent screen may be needed at the outlet of the 2nd tank,which needs to be cleaned 2 times a year if a garbage disposal is installed. Cleanouts for each later must be installed&be accessible from finish grade in an imgation box with a ball valve. � A�I neighboring wells are located greater than 100'away from the proposed treatment area. Keep atl heavy equipment of#of the proposed treatment area before and after construction. The treatment area should be ma�iced off before construction. This Design is not valid&the system wi11 need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. RAaNa�FM�NT PLaNS: The tanks need to be pumped every 2 years. Check with your pumper to set up a schedule. System inspec#ed for wet areas by owner&or lnspector as determined by the local unit o#govemment. Any other requirements as determined by the local unit of government 2 With proper installation and maintenanoe,this system should have no problem in treating septic effluent effectively. Nothing other than human waste,toifet tissue, laundry,showers,water softener etc. should be disposed of into the septic tanks. Recommend I�on filters be diverted out of the system. Rer�ommend to divert the water softner also if the iron filter is diverted. Garbage disposals are not recomrnended,due to adding more solids&fine solids passing through to the system. Excessive amounts of soaps, antibacterial soaps, cleaning agents,shower cteaners used every shower 8�chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend laundering be limited to 3 to 4 loads per day. <�-!/'�'� h'�--�"' Steven B. Schirmers 3 , � ' �7-P TESTIIYG� �NC. Steven B.Schimiers•MPCA Cert.No.627 951 Katydid Lane NE•St. Michaei, MN 55376•(763)497-3566 FAX•(763)497-5011 State l.icense#394 LOGS OF SOIL BOR�NGS Dale&Nancy E�ickson 55 Gotden Vew Dr. Orono, Henn.Co., MN Borings completed on,with a hand bucket auger. 130RING NUMBER 1-MOTTLED SOIL AT 28"-no standing water p�esent in boring. 0 - 6" Topsoii dark brown loam 10YR 3/3 6" - 14" Brown clay loam 10YR 4/3 14" - 28" Yellowish brown ciay�oam 10YR 5/4 28" - 34" Yellowish brown clay loam 10YRR 5/6- distinct mottles 10YR 7/9, 10YR 6/8 34" - 48" Yeflowish brown loam 10YR 516- distinct mottles 10YR 7/1, 10YR 6/8 �ORING NUMBER 2-MOTTLED SOIL AT 30"-standing water present in the boring at 36". 0 - 10" Toposil dark brown loam 10YR 3/3 10" - 26" Brown clay loam 10YF2 5/3 26" - 30" Yellowish brown loam 10YR 5/4 30" - 42" Yellowish brown loam 10YR 516- distinct mottles 10YR 7/1, 10YR 6/8 42" - 5Q" Yellowish brown loam 10YR 5/6- � distinct mottles 10YR 7/1, 10YR 6/8 soil borings conYd. BORING NUMBER 1A-Elev.93.4-MOTTLED SOIL AT 14"-standing water present in the bo�ing at 14". 0 - 6" Topsoil dark browri loam 10YR 3/3 6" - 14" Brown clay loam 10YR 4/3 14" - 26" Brown ciay loam 10YR 5!3-distinct mottles 10YR 7/1, 10YR 6/8 26" - 28" Pale brown sandy ciay loam 10YR 6/3- distinct mottles 10YR 7/1, 10YR 6/8 BORfNG NUMBER 2A-Elev.93.7-MOTTLED SOIL AT -standing water present in the boring at 12". 0 - 8" Topsoil dark brown loam 10YR 3/3 8" - 14" Brown clay loam 10YR 4/3 14" - 28" Brown clay loam 10YR 5/3-distinct mottles 10YR 7/1, 10YR 6/8 28" - 36" Pale brown clay loam w/traces of sandy loam 10YR 6/3- distinc#mottles 10YR 7/1, 10YR 6/8 BORIN ,NUMBER 3A-Elev.96.8-MOTTLED SOIL AT 16"-standing water present in the boring at 13". 0 - 8" Topsoil dark brown loam 10YR 3/3 8" - 14" Brown clay loam 10YR 4/3 14" - 22" Brown clay loam 10YR 5/3-distinct mottles 10YR 7/9, 10YR 6/8 22" - 30" Pale brown clay loam 10YR 5/3- distinct mott{es 10YR 7/1, 10YR 6/8 2 , ' CERTIFICATION N0.62? STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Te�ting,ina on 430-13 starting ai 10:20am. Test hole location F.riclzon 55 Goiden View Dr.�Orono. Test hole numberl• Date test hole was prepared¢29_13_ Depth of hole bottom 1�inches. Diameter of hole�inches. �(�IL DATA FROM TE�T HOi.E DEPTH,INCHES SOIL TEXTURE 0-6" Topsoil dark brown loam 6"-12" Brown clay loam Method of sctatching sidewall is�. Depth of giavel in bottom of hole is Z_insh�s, Date and hour of initial water filling -2� 9-13,12:00�. Depth of initial water filling is l�inslts�.above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is A»t�..�Atic 'Ynhon. iviaximum water depth above hole bottom during test is�.inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minutes r inch Remarks 10:20 10:50 6 1 30 30 min 10:53 11:23 6 1 30 30 min 11:24 11:54 B 1 30 3U min Percolation rate=�9,4_niunutes per inch. • �CERTIFICATION N0.627 STATE LICENSB N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�p Tes , nc on¢�¢1�starting at 1 :21am• Test hole locatiortFric co �SS .olden View Dr.Oroeo. Test hole number� Date test hole was pzepared¢29_13• Depth of hole bottom 1�inches. Diameter of hole�inches. �OII.DATA FROM T��ST FIUL.E DEPTH,INCHES SO1L TEXTUf2E 0-10" Topsoil dark brown Ioam 10"-12" Brown clay loam Method of scratching sidewall is 1�if� Depth of gravel in bottom of hole is�..tD.�hs�, Date and hour of initial water filling 4-29-1�12:OOpm. Depth of initial water filling is 1, in h- above the hole bottom Method usad to maintain at least 12 inches of water depth in hole for at least 4 hours is sutomatic sinhon. Maximum water depth above hole bottom during test is¢inches. Measurement, Drop in water level, Percolation rate, Time Time interval min inches inches minuies r inch Remarks 10:21 10:51 6 1-1/A 24 30 min 10:52 11:22 fi 1-1l4 24 30 min 11:25 11:55 6 1-114 24 30 min Percolation rate=24.Qmunutes per inch. =�„P��•� Mound Design www.SepticResource.com (vers 12.6) Property Owner: Nancy F�Dale Erickson . Date: 5/4/2013 Site Address: 55 Golden Veiw Dr.,Orono PID: Comments: instructions: �-site speclfic input ��=adjust tf desired 0=self-calculated(DO NOT ADJUST) p �bedroom Type � Residentlal System 2� 750 GPD design flow 3� No Garbage disposal or pumped to septic *ca.uss�sav t�isus�slsa� a� 2000 Gal Septic tank(code minimum) 2000 Gal Septic tank(design size/LUG req'd) if replaced use 2-1250 Tank options: none s� 1.2 GPD/ft�mound sand loading rate b> 10 ft rockbed width 62.5 ft rockbed length 1} 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection s) �laterals 60.5 feet long 21.0 perfs/iateral 63 perfs total (1 a perf ineans the first perf starts at the middle feed manifold) v� 1/q" inch perfs at �feet residual head gives 0.74 gpm flow rate per perforetion for this perf size&spacing,&pipe size on line 12,max perfs/lateral= 25 ,line ri8 must be less--> OK io� 4A doses per day (4 minimum) �q 188 gallons per dose (treatment volume) i2� 2,00 inch diameter laterals(or smaller)will meet"5x pipe volume" 2.00 inch diameter laterats(or smaller)must be used to meet'4x pipe wlume"requirement 2.00 inch diameter laterals(or smaller)will meet"3x pipe votume" i3) 20 feet of 2.0 inch supply line leads to�gallons of drainback volume (Tip:"top feed"manifold to control the dralnback) ia� 191 gallons TOTAL pump out volume(treatment+drainback) is� 8 feet vertical lift from pump to dispenal area,leads to a: �6� 47 GPM @ 15 feet of head, Pump requirement (note:>50gpm may require an extra 3-6'of head) i» l250 gal Dose tank(code minimum) 1250 gal Dose tank(design siie/LUG req'd) at 24.00 gpi leads to a ia> 8.0 inch swing on Demand float, or tlmed dosing of 4.1 min ON (conflrm pump rate with drawdown (to deliver Average flow, 66%of Peak design flow) 9 h�s OFF test and adJust as necessary) iq� 12 inches from bottom of tank to'Pump OFF'iloat zo� 20 inches from bottom of tank to"Pump ON"float,or 72 inches to"Timer ON"float if time dosed q 23 inches from bottom of tank to"Hi Level"float,or 33 inches to'Hi Level"float if time dosed zz� 698 gallons reserve capacity (after High Level Alarm is activated) zs1 0.45 gpd/ft' Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (mtnimum) (this must match the soil boring log) desired mound ratio 2.7 za� �9 percent slte slope (0-20%range) �9 (%downslope site slope,if different than upslope) s> 14 inches, or 1.2 ft.to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone conYains�0 inches of 4%soil credit,and �0 inches of 50%soil credit. Giving a: z6) 22 inch,or 1.8 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONStI l n) 27.0 ft.Total ABSORPTION width (sand beyond rockbed) 2a) 0.0 ft.upslope and sideslope 17.0 ft.Downslope Indivfdual slope ratios give BERM widths(topsoil beyond rockbed)of: zv� 4:1 upslope ratio 11 ft.upslopeberm w) 4:1 sideslope 19 ft.sideslope berms a�> 3:1 downslope 22 ft.downslope berm � � .>s� Sz� Overall Dimensions: 10 ft.wide by 62.5 ft. tong Rock bed 43 ft.wide by 101 ft. long Mound footprint 4"fnspecNon pipe 18"cover on top U slo e berm }� povmslo e berm ZZ 12'tover on sides (6'bamy cep 8c 6"topao� �,g Ctean sand lift _ �,2 _ DepCl�to limiting Li'miting Condition `---"-------�--- _ Absor tion Width^ Z�•o � �'�" —""--------- NoCe: For 0 to 1�stopes,dbsorption Width is measured from the Bedequalty in both directions. For slopes>i%,A6so�ptlan�dth(s measured downhil!from the upslope ed,e of the Bed. a3) Rock Bed: 10 ft.by 62.5 ft.by �9 inches under pipe,plus 20%gives 28 Yd'or"1.4- 39 ton �o> Mound Sand: (note:volume is based on 3:1/4:1 slope from top of rockbed,Exchange sand for loamy cap if desired} 40.4 up + 100.2 downslope + 20.6 ends+ 52.9 under rock= 257 yd'or"1.4= 360 ton plus 20% 3s� Loamy Cap: 39 ft.by 97 ft. b"deep,plus 20%gives 84 yd'or'1.4= 118 ton �5> TopsoiL• 43 ft.by 101 ft. 6"deep,ptus 20%gives g7 yd'or'1.4- 136 ton I hereby certify that i have completed this work in accordance with all applicable ordinances,rules and taws. ��U 'i � �j��,�/i�)�.((�)ISL 361�{ 5/4/2013 Desfgner Signature Company LicenseN Date Installer Summary 2000 galton Septic tank(minimum) Tank options: none 1250 gallon Dose tank(minimum) at 24.00 gpi 47 GPM O 15 ft. of head, Pump required 8.0 inch swing on Demand float or 4.1 minutes ON time& �9 hours OFF time 20 inches from bot[om of tank to"pump ON"float,or 12 inches to"timer ON'float 23 inches from bottom of tank to"Hi Level Alarm"float 20 ft. of 2.0 inch supply line with end feed manifold connection (Tip:"top feed"manifold to control drainback) 22 inch,or 1.8 ft. Sand Lift Mound 10 ft.wide by 62.5 ft. long Rock bed 3 laLerals 2.00 lnch diameter 60.5 fc. lonq 3.0 ft. laterel spacing 1/4" inch perfs 3.0 ft. perforation spacing No Effluent filter&alarm 3 dean out&valve box assemblies 27.0 ft.Totat sand ABSORPTION width (sand beyond rockbed}(minimum) 0.0 ft.upslope and sideslope 17.0 ft.Downslope Specific slope ratios give BERM widths(topsoil beyond rockbed)of: 4:1 upslope ratio 11 ft.upslope berm 4:1 sideslope 19 ft.sideslope berms -�- 3:1 downslope 22 ft.downslope berm 4"inspection pipe 18"tover on top Upstope berm �� Downsto berm 22 ..�� /''�12"cover on sides 1�` (6"bnmp enp&6"topso� 1.8 Ctean sand Utt _ 1.2 De��th to Lii�itin� Li'mftino C�ndition —"'�"�_---_----- , Absor tianWidth z7.o �'.�'�------_--._---_---_ Note: For 0 to 1�slopes, A6sorption W1dlh is measured from the Bedequally in both directions. �or stopes>1�,Absv�ption t4rdth is measured downhiil from the upslope edge of the Bed. Rock Bed: 28 ydj or'1.4= 39 ton 9 inches under pipe Mound Sand: 257 yd'or'1.4= 360 ton calculation based on 3:1/4:1 slope from top of rockbed Loamy Cap: 84 yd'or'1.4= 118 ton 6"deep Topsoil: 97 yd�or'1.4= 136 ton 6"deep INSPECTOR CHECKLIST - mound 55 Golden Veiw Dr.,Orono � WELL setbacks: 20'to preuure tested sewer line (5 pst for 15 min) 50'to everything 100'to dispersal area with shallow well PROPERTY LINES sccback: 10'to every[hing Road setback: outer ditch,or 33'from center of township road,or 65'from center of cnty road LAKE/BLUFF se[back: 20'for bluff, Lakes:GD_,RD_,NE_; Protected wetland_. Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure se 10'to bed,tank&sewer line. (else sewer line>12"betow) � Sewer line&baffte connec[fon (no 90's, 3'between 45's, slope min 1"in 8',max 2"in 8') (no depth req's, clean out every 100', Sch 40 D2665 or F891) � Septic tank and risers (water tight,insulated,proper depth,existing verified by pumping) mfg 2000 gallons none Riser over outlet, riser over inlet, 6"+inspection pipe over any remaining baffles. No effluent filter&alarm Dose tank risers and piping (water tight,insulated,proper depth,drainback) mfg 1250 gallons � dose pump 47 gpm 15 head VERIFY PUMP CURVE 4.1 min ON 9 hr OFF � floa[setting drop 8.0 inches LABEL pump requirements and drawdown on riser or panel Cam lock, weep hole, supply line access (no hard 90,pipes reachable from grade-30") supply pipe sloped 1/8'+, supported by sch40 sleeve, and burfed 6'+. splice box/con[rol panel/electrical connections flow measurement:CT,ETM,time dosed,home water meter 8 mound rock dimensions 10 X 62.5 Sand Uft depth 22 inches. (Jar test:2"sand leaves<1!8"silt after 30 min) � Absorption Sand beyond rock 0.0 upslope 17.0 downslope � Bermed topsoil beyond rockbed 11 upslope 19 sideslope 22 downslope � cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size 3.0 ft lateralspacing B 1/4" inch perforations (smaller is ok) 3.0 ft perforatlon spacing Air inlet at end of laterals, and at top feed manifold. VERIFY clean outs (no hard 90's) 4"inspection pipe to bottom of rak,anchored VERIFY Abandon existing system if necessary �Re-use existing tank certification monitoring plan and type well abandonment form if necessary �:5�� f.VG �qrugL ' �;�� / Ya��yb4tl • � e�� 1 , �04�1' � ��""' n rJttl Y ;��` ��F M � . / ' �3.1 �—� � � • 3i • �._ �-- �---- �v ' �c:14:rj . c - :-- • �� wst ! 2 ,�,.' �� \ 99. RS.S Ir� `�6.� / �Ma�00.0 �or 'S WaYt+.w�� S�a� I ��1 �� , . � . \Ij.:,�� o'S.4ex.v- � � �� (\ b'�'t` �� a � zq4. �L 8di. � ;. �:, �a� I M �i x � :�.\� b' �A �A �'`. � � � �?',-i41 �'S 33� �d 9� ' 4� . ,�a � ;:<„� yg.,l � BA-�cd.ctan Tats . Scok=1'=30 I\ A�'�i, ; O`'.�od 8om95 Iyi'� o •' . 5�� I�X ?A � „ � �e«�:� . ,�., a c--- 93.s �q*•e ,�/ E,:.y+:•g �_ 'YT;4 s7stan a b be constcvcted lo mcri I ata x"��, Twn'f.s�.-f000.,p,6 I\ j� '�K) !7 {hG}+�tY1t50�G �L��Of1 COf4t0� �'�y'�1� /_ I�S 1N" �. . ,�,v.A'� ° Chapter 7080 � Local Ordinance �'q•c�QOSYVY _.__ \ F .j tooi. ��„ ��0�� a• 't4.'��ul�M.tGf-�K � � � �:;1 aw �. o. �� r� � a��;�� '°''` � 3; Check aIl underground utilities �� ao• . 4s.4\ �-�- � S�'4..�L! '!F�l.✓i`� �,.,� 'p..rG �o.� "`1a ��.St f'RCPFRYY OE�: '��1t�S0� — �_, � os L'— • P�� ' , G r ' '�'L��-� V ti�itJ�� {/' — Q ,L�'�� . 1 50 .� .ve�ava • g�75�O �..c, � c�, �s.'s • _____��.� , S—P TEST/NG/N . , �n�a-�� d�: . pa;t:�/�/y�. pH 76i-497-�566 � _ .o'� _ . . n� �1:1 ss . • � t9' !o'x�e3� r-ocx-a�a -�-- --, t.�3 � �fo4srn�. . �'�� 3%ISS ; . . i,1h . ' . . . . . . '� O �¢'/��,v 3. .".$A�10�LOA�Wi ' . 3.0 f��.LGb•J- 4.'7' 1sS _ �o�'•- �.as�o,� q`''S q� ' P�AU V��a�.J � . � p� a.,z,� � .s�-eaacs � � � 't.pUgE ' S�stan must be=. . x a,��,.a •��Asn• w�b-� • �7a�f�`from propectY 61�s . � Si.frpm� - '�'�.yt��,v ,,,4�f � L from.D�dgs. • ��,�:�_�_�o,�,� , Trcotmert oreo ._�ftc�►bka,,-=�stteqms �E:F�i;x�wPPFf��be bculed'n a. `�o.��. , . ".'frebtmeM erea 1 J�.{�om properh 6r�es i ��ffie puriping'chorr+ber and na�+de � _ . - /.°.° ftan w�„are�w.r'°r r'A`� . ' w,,.� �• • �uy.-L 32;fran Dldgs- SOIL�60R1h'G :ELEYATi01VS �1✓�� -_, irom tteei y �_„_ •� , • (tii.... �,�G�rvi�� `- � , ioz.� � lf 'rH,�l�L��9 �C�y»l Ya- 43•4 j�mI1L �uo.-�. - � . . 9� !U b. ��td- 93•� (�i%�vsaav -� � . . � .g.'/oTM''ZQ..-?�s •�l� I a . � fn.--so3•3t T�• (c��ti-{i►+v 71t�� E�.:_— �'�3A ''1V.4f �011�f . � � �� TN.'�r�:��... �fiDO 10 YOf1YL � IJU�y.\ IOop'rl N� � . ��C Qr�� .� r J �ywl�y�� i�,1,r�GB� � ' ' � a.��.y 0� r�Svrw� rV�rr�sv M07t.1104� ��i'Q ��4�-1�C.S � S�1'A��Cl� QIORI�Cj 17��19.��.� �Mg��9(i.�_LiR�v7PJw1J90.0. �4"fo6"dw.p�e ��fr��a,w a.,�G �,�a,,00�a • isa�,�},ca�t�c�5�►u� is'��f,cn.a;c.-�o�,�. . ' _=1�--�.--,pw�."i�_5o�,��t�aav� • �f t�S' QF i1 ., ,� - Iv 3�9 SYSTEHt DE,5�Gh1-NlOU�D V�>� �,r_!�_d,+o. e1 _ �a�1•�. rot6 30'� min./�Yreh�deAq�.835qlt Omt�fient Creo pef9�1.ofda�Y scw°9a•�+t) u'Psw� � �t�'� o� " r� �os.�e.. -nr�-y;.�.�.; ��+r�,. 4.s �.�x!s.�..t��►�o�one�lA�f, ��o gdjdoy x-83s4it1gd.S��=s4tt ot teohneri orea+l0°/.'=.� ' attwi�=.�tt oFbed octia�side slope n,n.�.fo I x.�.� . � �_ � ope $ta1 Oaus+S•.ae�. �hJG,r �t�A�li.r��M, Cleanrod�heecled- ��asq.ft.keo�r�aeax152�de�cfrock=��a�it�-27=a�.a�yd�(3/�to2V�do..,indudes2"drockob3vep�pe) tx�� sa o vs� a-3 . M ao�:a�v��.�.be]o;u rak ntedea a5n �yds.o�prox. , so�rban,bodcf�l.�`t:.w.7�-wP�, f�PSOx 6"S_2�Y�• .. . _ . rkmber of tonks reqwed� tst iak1�2°J 9�s� !oo �R,iriixn�s�s,ts Y�rh4iNi.�. �tt�sn��- � . ��.s.t,..l �c„A..� P�rnQig chornbe� copoc+ty_�`�,'•f�1�,a�e�on of.� 0 9d-=�9�1+resuve siaoge Ai�15 Oga}/BR',.�s2 9�+P�� p�ppER7Y 0�=�'G�v�s c�sJ of 1�_g3.%1006►�t.of.��da.s�ppy.p�,�n.ft needed..��.�_gd:. . � � ,�L, 'l,o�,�v�n-1�I��.hl '�Q• 1da!cApoC�Y�eeded�9d.tP� L�SG-9°+ 4� . ^no��<d p.h 1.1 ��il-��1• Ct�: �l orea ta�umP)t�S'�t*►�r+. 1.u D'istn�tion PiPe.�-:do.� 1�d 3 61it� �?`�-d'ia.PvEorot'ions�le:'oport � . -� 47 0.�1,n,�,r� . S-=P TEST/NG . Wdip s¢e�.�.3.-hP•�P�P�� eoPocitY�31.-9oL 4eydes�doy) -1�e�o I 5 H�Ao P¢�bs r��'a3�.- `3 7--' . !� � — � Nole�When conslrvcling bed- , this oreo s}ioaU be s}bped Not�- Di�tonce trbm tceofinent ored�b n e+g t i b o m g w�s-- Oesiqned 9 7 I��" •""'—" so � 10 drvert nin-ot1 [rom enlecn9� tteotment oreo. 1�4��'�O�''�r�,-\ 1^^� . � �u.�s�.`��13 , PH. �,Ye3",497-3566 l ... . . . DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ADDRESS �� rC3� �.� l.J, f� rJ OWNER TELEPHONE NO. CONTRACTOR ��lo,�L�Q �: DESCRIPTION S�� 1� ( � U�f� �/�C 'f 7J,/� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FiLLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O �. � O � W � Q � Z W � W � j d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. G PHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR '�'CITATION ISSUED ❑ INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �QSZ� 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice 1' � TE TIME CITY OF ORONO CALLED IN �-��r'L� INSPECTION NO ICE CHEDULED � �•30 PERMIT NO. COMPLETED _� ADDRESS OWNER ELEPHONE NO� 3 � —Z970 CONTRACTOR � DESCRIPTION ' � � ❑ FOOTING ❑ PLUM G FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP p PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � /�� e. LQ..S 0 '' �l � �� o '� �� u� c W � Q 2 � (^C� �� w � r�s W � � Q a � �,� ��KSATISFACTORY:PROCEED ROJECT COMPLETE -_ W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-46�� OwnerlContractor on site: Inspector. White Copyllnspector's Ffle Canary CopylSfte Notiee