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HomeMy WebLinkAbout2016-00773 - new septic � ° ' CITY OF ORONO * 2 0 1 6 - 0 0 7 7 3 * 2750 KELLEY PARKWAY DATE ISSUED: 07/18/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1150 HOMESTEAD TR PIN : 28-118-23-32-0018 LEGAL DESC : UNPLATTED 28 118 23 : LOT MB BLOCK MB PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: PRECAST CONCRETE TANKS (1) 1250 GALLON,(1) 1000 GALLON AND(1) 1250 LIFT STATION APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 CUSTOM SEPTIC INC. TOTAL 400.00 32749 199TH AVE Payment(s) CREDIT CARD 0883 400.00 MENAHGA, MN 56464- (763)218-4769 Minnesota State License#: sept-1744R4346 OWNER MARIANI, DAVE&DEANNA 1150 HOMESTEAD TR LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which[his permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for 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.This 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 for a period of 180 days at any time afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. " S �� —� l �'GJ � /( �^/� Y� � Applicant ermitee Signature Date Issued Signature Date � � � ' . �p,,� ��oF carono� �c rrvr, , `�, F�_C�.e�� ��: '27SE3 K�t PaKkw�yr ��r.��v�sa� ��e _ �b��v 'd�?�3 � �:c���� "� s s� Fao� (8�6zy 2#�St� �PP�+��1r- amo��t�: Y40• CITY�i3F�R�N�?�S�F�TfC .�`�YSTEWI RER�IT AP�"LICATIUM ��11t�rtni�must:be �rp�r�ve�i txy t�te (.ln-�ite��tic Man�er ar�d�Qr Buiiciir�g Offic�al) �ite Acl�cifes�:: ` � Uw��rter� ,J�[��' ,�Y''l�12�.'�� 11Aailin�At�dt�ss: �I��: '��� ��.� G�..�2�'G? �R: M+�m��'h�rne: 1�l�� -' '�'r�.��Altemste F�h�ane: _. Ct�ntr�ct�rll�p. �,�T� t"f���:+�.�c.,�`� } Gant�t P'e�on: ��►�- J"�►-�Z� ���. Ad�fress: �i�';� ,.�.'r'��' �-����t�Lic�ens�e#: ,,�.��" �'"`��' �:�� , cilj,�: .+�,�'�.•�-�4j�`+� �'ip: ..�'�'� ',�� 5►' E�irati�a� �at+�: �a J.� Phvne: -- ���" '��`"��` mafi� F'hone; [��id��tial 0 Camnnerci�l � O#h�ec Tanlc�:; �Rrer,sasf Concr�fe Q Fibe�lass [� Pla�s#ic 0 C�er: Mu�t�r c�f T��k�: � Size fl�Tanks. /'�.l`�' /'�,�`.�,� � �r` �'� .�'��* �y�of;A+�tivity; 0 Trenc�es vur� � Rr+�ssure B�1 Q �ha�nk�er� [� Nolding Tanks ❑ Pre�-Tr�rdrne�t ❑ CJ�r N�T�. P��ide an Ats�Built vf the sy�be�r b�ef+�r�the fir�a►i in;sspectior�� �A 2�-F�tC�t�F�[+�}T#�E 18 REQUIRED Ft}R�ILL 1N�5►F'�iC"�It�I�IS. �j � � , N�w'C?�Fiepl�rri�rtt SyrstB�rr $�OCl.t�i ' �► R�pair�xis�rt� Syst�nti 1tlt�.�J {Tar�cs or[�tain�et�l� Tot�il �__ ��l��' The u�dersigned h�r+�by �p�fies t+� fhe City �f �3rcu^�c� fn� �suanrce of a sep�c s�rst�m in�#a[I�it�n perrn�t, ag�e�es � c� a11 the worl� in stni�# at�rdance w�th ortidinar�ccc�s �f t#�e Cifiy a�d` re��lations o� the �tate vf MCinnesc�ta and cer�if�s th�t all s��tts t�ta�de t�rt this aRp�icatinn �rre t�rnQl�t+�,true�nd aarr+�t'_ S�gnatutre�A�pCicar�� Date; IIIlPCA L�aensg 1Vo.: Srtaff l�eyie�w. �] A�:pt [] aenu�d t�Viewe�: [�rGe: I�eas�sn frar[�enial. comrr�nts(t+o b�p�n�i c�n lrr�p�tion cacr��. 1. Applicatic�ns f�r se�tic �ste�rt pemn'ttt� t�y be tnailed or-submit#�d in pers�n �t �S �ity rv�"rc�s; h�ev�er� �erm�s w�11 nc�#be maifed au�#. Th+�p�mt�t im��#be p�k�ac# up�t�pe�rn at tfie �� �es a�d v+r�rk rr�ust not begin unless thre p�nn�t +card i� an the job s�_ "*" D41�QT N�A�IL PAYMEl�+tT Y�'ITH THiS APPUG�A►TION•"" 2. Permi#s �rill be vnty ��u�ed t� Ca�ra�t+ors h+�ld'tn� 2t �1ir��escrta P�►Ilu�oca �n�rol �g��i�p (hII�CA) �epfi,c Sy��m tr�tall�r�Lioense. �: AII w��k t�u�t be da�ne[t�aaaort�an�e w�i�fh� appro�+e�d septic�ysfiem cl�ign. 4. Tt�e fc�U�wing inspe�ctir�s will k�e requine�d f�ar all sept�sys#erras: l4„ Ta�Mc�nsta�iai�n p�iar ta cavering. 8: D "ra�fi��"#�ench ans�al�at�vR p�ic�r t�a r�vering_ For ma�nd�, ins„p�ti�n is require�i aff�r rou�h �p,. bt,rt pt�t�� tt� s�nd plac�ment �s�and imust b� j�r test�d far si� �fent) and �q�it�dur�ng pr�ure�listrybu�on p��i�g in�aliativn in the ro�b�d. G. Firtatt �r��pet�icrn to yerify fihal covu�r d�pth� an�i #� v�rr'fy th�t'��f pvmp st�tio�t (wh�� �4uir+ed�cotnpo�ts ar�fun�ctiona!a�d comply ti�ith cod��� 5. N1PGA ricet�se�d Ir�stal�rs or �ir t�tP {D�s�na�#ed R��rsit�ie F��rsvra� �hali k�e prrs�er�t ciurir�g:�i[�nspe�ti�rts: �� � f�-� ��- � - �z.�o s��a �.��5 , � �� /zs� �G�"/ �-��,� . ��9��.� �`Z�� ��� CITY 4F ORONO Septic Design SF,PTIC PE MIT PLA REVIEW �7 � ��� ��� INSPECT R DATE ERMIT NO.ZO�lr'Ct� Customer: Dave Mariani � n rRovr�As s�.13�1tTTC:D 7 ; ��N� � APPROVIiD W(TH C(1RRFCTIONS AS hOTF.D `�' �� NOTAPPRO�'F.I)-C(1kRF.CT& RF.SI;E��tI'1' Phone # 612-747-4926 Thrsc ec�mmaus prc fitt ymir infonnation. Ali work shuil hc dana in Pull campiii�ncc with all uprlicublc scptic und zoning codc. k��quircmcnts inciuding items not+p�cil'icaliy no�cd in this rcvicw. Site address: 1150 Homestead trail ����:�''rH�s���nh srr c��srrr nr n�i.-ri�rs Orono. MN. Home address: same as above 5 Bedrooms 750 GPD home type 1 septic system � After conducting a site evaluation on the above mentioned property, I found That mottled soil at an average of 2 feet below grade there for we will need to install a mound system. The rock bed will be 10 feet x 62.5 feet with 6" of rock under pipe and 3" over the 2" pipe the GEO. Cloth then a sandy loam cap and then black dirt as per code Drain field absorption area to be no closer than 20 feet to the property line The 3 laterals with 1/4" holes drilled 3 feet on centered then cover the 2" pipes with rock a clean out placed on the end of each lateral with one 4" inspection pipe in one end opposite of the clean outs All pipe and fitting are to be sch 40 4" and 2 "only except the 1 4" inspection pipe Existing tanks have to be pumped, crushed, and filled with sand A new 1250 gal and a 100 gal tank will be used for solids � And a 1250 gallon lift station to lift e-fluent to the drain field -� Pump will need to have 47GPM at 21 feet of head pressure •� A high water alarm will be installed in the house 29 tons of 1-1/2 sewer rock � Washed mound sand 154 tons� Sandy loam cap 84 Tons � Black dirt 7lyards y Sleeve the 2"pipe exiting the pump tank, all manholes to be at grade � 2" foam over tanks if needed and 2"pump line Grade the yard as to allow the rain flow to flow around the mound and not puddle Only drive on septic with a track machine or lawn mower keep foot traffic minimal System to be pumped every 2 years Design by: Brad Krotzer License. L-1744 registration R-4346 Custom Septic Inc. 763-218-4769 or 218-564-5800 32749 199th avenue Menahga MN. 56464 TNIS SYSTEM IS DESIGNED FOR ,�BEDROOMS. ANY INCREASE(N NUMBEA (��E3vG��0U�i�iS 1►r�'Ai.��A�E� �it1S DcSiv"J. �s �:a =-� =:> h; � L.', s r_:z �.- �..,. �:s � ' .: --� ,::,� r.: -*+ �_t � : :-� _ a :_. ..� � �..'. � '�..!� . .. .J �l G � 'n� :.:�.d . � ''A �'Y �Y, , � . j! � L 4K y] C.� ,�M ...... . � ...._. .� Cti.4 j-.' .... � `` j T :f� � .:3 c• •-� � � : �� � � ��� � � �. � a � � .�: � .�� , ��,�� ��,��-�/' �z s t t =; � , : �� .� �-�'�`r�'� �'�'' =��'�c� �: , �.>' .d +; ..tt� ... ..__...._ __........ ._.....__.._.�. ..__ .. .......__._.--�---�'.. � _'_.___..�...._.. .. �_ � Y-. ..._... ..�,._. .........._..... � i ..� .,��.__.� ...�n...., .._ �. ... .e..�..-.r .«..........�_. � . � ♦ _, �...��. ������-- � � �,, � � _ �,�� � ~-- � --- � � � � � � . ,_�. �.. � 1 � � � � { � � �� � � � � �, � � . J 1 4� � ° � �� %� . .� E � �� . , � ��� �'�t�.J' �� � ��� � i ��� �� '���� ��c,,�� '""t� � s._ �---�.�__ � ° ' � 7.,� � � � r � � �` � ��z��� � � �� ��'"��'�� � ► _� �.r�►���, �� �a _.,. . �R ..�� � .��,.�- j.�1} � ``1 � ��/'i� " � ���� ..� _ , ��,� � � �' � � �`� ' ��' �, � �.�� - ��-,6�--��-�5,��� -�r� -�r J� � � �� �1 � � � ______ r � � �•� � ��� �-��'�'� '� '� �. `� ��'��'� _ , � C� �''�` � ,l�`` .. � ' ,� ..�'� � � � �. G�� �I � � .,�� �� �'�� � � � � � ; � �� �� � � Y�' �� �' � _ �- � c� �� �,,,� ��� �.�'��-� ������ ..� � �►� .� 'fi ���� ���'..-c^ ,c�5 � r"'�,�`����� . , � �,� �, t . � �7,��r�:� 71�'� .,,�,�►t'7S I 1 ���+ }{�N.�� , _ . . , ..,_. �. . , �,_ .� [: ��^I � d� ��'T'yi��rll "4 � � � � �� � �i � � � � .. � . • � .�l`� ��� � �'•. ',� �. � � � � � .� �I�Y( � �. � � � � ' .�' � � � �,�.,., . �'� � 3 r� ---- � � � t'�' � � � � � � � � � s'� �' � � � � � � � � m � � t� � � � �. � � � � � � � 1� "' r+ ... � 4..ti th � � � � �e � � � � �. � �''h, ; �. � � � � � � .�•,, �-- 1�� � _ '� '``�� 'S.,� � '� �,' � �) � � �� ti.. � � � �. � � �,..�...�,�.. Q � � � � '�""� �°'. �`;`���. � � ``��,� �- � � . � � �v `� � ;� . ` �� � :� '`� � �° �" �� � , t'"� 6� � '� �� �� � � � � �r� ��� ,,,,� � � � � � '�+ � .� ""!�: j -��' '� �, a�r _ _ � � �. � � � � � � � � � � -� � � �. .. � � � � ��`_� � � �'" � 2011 purplecode Mound Design www.SepticResource.com (vers 15:2) Property Owner: Dave Mariani Date: 5/5/2016 Site Address: 1150 Homestead Trail Orono, MN PID: 28-118-23�32-0018 Comments: type 1 5 bedroom mound instructions: � =enter data � =adjust if desired � = computer calculated - DO NOT CHANGEI i> �bedroom Type � Residential System z) 750 GPD design flow 3) �Garbage disposal or pumped to septic a� 1500 Gal Septic tank(code minimum) 2?50 Gal Septic tank (design size / LUG req'd) Tank options: none s> '1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed 6> 10:0 ft rockbed width 62.5 ft rockbed length �) 3.0 ft lateral spacing 3.0 , ft perforation spacing (maximum of 3 for both) �nd feed manifold connection 8) �3 laterals 60.5 feet long 21.0 perfs / laterat 63 perts total (1/2 a perf ineans the first perf starts at the middle feed manifold) 9� 1/4" inch perfs at �feet residual head gives OJ4 gpm ftow rate per pertoration for this perf size&spacing, £t pipe size on line 12, max perfs/lateral= 25 , line#8 must be less --> OK io� 4.0 doses per day (4 minimum) i�� 188 gallons per dose (treatment volume) 2.00 5x i2� 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement 2.00 3x is� �feet of 2.0 inch supply line leads to 13 gatlons of drainback volume (Tip: "top feed"manifotd to control the drainback) ia� 201 gallons TOTAL pump out volume (treatment+ drainback) is> 10 '"feet vertical lift from pump to mound taterals, leads to a: i6) 47 GPM C� 21 feet of head, Pump requirement (note: >SOgpm may require an extra 3-6'of head) �� 750 gal Dose tank (code minimum) T50 gal Dose tank (design size / LUG req'd) at 26.fl0 ':gpi leads to a is> 7.7 inch swing on Demand float, or timed dosing of 4.3 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow)e9 hrs OFF test and adjust as necessary) �9� 1?` ` inches from bottom of tank to"Pump OFF'float 20� 20 inches from bottom of tank to"Pump ON"float, or 12 inches to'Timer ON"float if time dosed z�) 23 inches from bottom of tank to"Hi Level"float, or 33 inches to"Hi Level"float if time dosed 22� 152 gallons reserve capacity (after High Level Alarm is activated) 2s) 0.1� gpd/ftz Absorption area Soil Loading Rate, which gives a mound ratio of 2 (minimum) (this must match the soil boring log) desired mound ratio 2:0 za) �percent site stope (0-20% range) �(%downslope site slope, if different than upslope) 2s� 24 inches, or 2.0 ft. to Redox or other limiting condition (need at teast 12"to be a Type I) Treatment zone contains�0 inches of 0%soil credit, and �0 inches of 50%soil credit. Giving a: 6� 12 inch, or 1.0 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 2�> 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) s> 0.0 ft. upslope and sideslope 10.0 ft. Downslope Individual stope ratios give BERM widths (topsoil beyond rockbed)of: 29> 4:1 upstope ratio 11 ft. upslope berm 30� 4:1 sideslope 13 ft. sideslope berms 3i> 4:1 downslope 15 ft. downslope berm 32� Overall Dimensions: 10.0 ft. wide by 62.5 ft. long Rock bed � 36 ft. wide by 89 ft. long Mound footprint 4"inspection pip� '1$"cover on tap U la berm �� p��,,n��Q e�� 15 �12" c.�ver on sides {6"loamy cap&6"topsoil) 1.0 �Clean san+d l�ft � 2.0 [3epth tc� LimiCin� _,.___.,,.__.�..._ . .. �m�ttn� Cc�nd�ti `L'�'_.- �� r Absor tion 1Nidth �20.0 - �`_" �-.-�- � �_,. l�ate. For 0 to 1�slopes, Absab►�pt7on t�a�th is measured€rom the 8�+ao"equally�n both directie�. For slopes ���6, AGsarptlon� W9'd�th is measured downhill fram the upst�e ed�of the B�d. 3s> Rock Bed: 10.0 ft. by 62.5 ft. by �inches under pipe, plus 20%gives 21 yd'or"1.4= 29 ton 34) Mound Sand: (note:volume is based on 3:1/4:1 stope from top of rockbed, Exchange sand for loamy cap if desired) 21.3 up + 35.8 downslope + 7.8 ends+ 26.6 under rock= 110 yd'or'1.4= 154 ton plus 20% ss� Loamy Cap: 32 ft. by 85 ft. 6"deep, plus 20%gives 61 yd'or"1.4= 85 ton 36) TOP501�: 36 ft. by 89 ft. 6"deep, plus 20%gives 71 yd'or'1.4= 99 ton I hereby certify that I have completed this work in accordance with all appticable ordinances, rules and laws. Custom Septic Inc. 1744 5/5/2016 Designer Signature Company License# Date Installer Summary 2250 gallon Septic tank (minimum) Tank options: none 750 gallon Dose tank (minimum) at 26.00 gpi 47 GPM @ 21 ft. of head, Pump required 7J inch swing on Demand float which translates to roughly 4.9 inches of float tether length if time dosing is required --> 4.3 minutes ON time tt �hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm"if time dosed 75 ft. of 2.0 inch supply line with end feed manifold connection (Tip: "top feed"manifold to controt drainback) 12 inch, or 1.0 ft. Sand Lift Mound 10.0 ft. wide by 62.5 ft. long Rock bed 3 laterals 2.00 inch diameter 60.5 ft. lonq 3.0 ft. lateral spacing 1/4" inch perfs 3.0 ft. perforation spacing No Efftuent filter&t alarm 3 clean out&valve box assemblies 20.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sidestope (sand beyond rockbed, minimum) 10.0 ft. Downslope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed) of: 4:1 upslope ratio 11 ft. upslope berm 4:1 sideslope 13 ft. sideslope berms 4:1 downslope 15 ft. downslope berm 4"inspection pipe 'i 8" c�ov�er vn t�p U lo berm �� Qawnsla e berm �5 1 Z" cover on sides {6"loamy cap&6"topsoil} 1.0 Glean sand laft _ 2�0 De�th to Limitin� �_.�_�..___. L.irt�i�in "' ' � Cc�nditican --,..�._�-.__.�...._ Absar tiun Wicith 20.o —"��_� �- —-�_ �._�_�_ Note: For 0 to 1�slopes, Absorpt�'on W�dth as measur+ed #rom th�e Bedequally in both dir�ections.. For slopes >9�6, �1Gsrarptlo,� M�+'dth is measured downl�ill fram t�e upstope etl�e of the Ba�d. Rock Bed: 21.0 yd3 or"1.4= 29 ton 6 inches under pipe Mound Sand: 110 yd3 or"1.4= 154 ton calculation based on 3:1/4:1 slope from top of rockbe� Loamy Cap: 61 yd3 or"1.4= 85 ton 6"deep Topsoil: 71 yd3 or*1.4= 99 ton 6"deep � INSPECTOR CHECKLIST - mound 115U Homesteacl I rari Urono, MN � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersal area with shallow well PROPERTY LINES setback: 10'to everything Road setback: platted: 10'prop line. Metes Et bounds: out of road easement, or outer ditch. LAKE/BLiJFF setback: 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" below) � Sewer line£t baffle connection (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 pipe) � Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) mfg 2250 gallons none Riser over outlet, riser over inlet or center, and 6"+inspection pipe over any remaining baffles. No effluent filter tt alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfg 750 gallons � dose pump 47 gpm 21 head VERIFY PUMP CURVE 4.3 min ON 9 hr OFF � float setting drop 7.7 inches at 26.0 gpi "DESIGNED" 4.9 inches approx float tether length 201.0 gal dose divided by gpi "INSTALLED"= inches float drop (field corrected LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade- 30"max. J-hook weep hole. Supply fine access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. sptice box/ controt panel / electrical connections flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 62.5 Sand lift depth 12 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min) � Absorption Sand beyond rock 0.0 upslope 10.0 downslope � Bermed topsoil beyond rockbed 11 upslope 13 sideslope 15 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe &fittings) 3.0 ft lateral spacing e 1/4" inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY clean outs (no hard 90's) 4"inspection pipe to bottom of rock, anchored VERIFY Abandon existing system - if necessary �Re-use existing tank certification monitoring plan and type well abandonment form - if necessary UNIVERSIT�' � OSTP Percolat�on Qata Sheet �.,,.3.� OF MINNESOTA ..�„ � � 'I.C�fiact ir�formatian Property OvmerlClient; Dave Mariani Address; 11�0 H�omestead Trail Orono,MN Genera co a�I cumahon Diameter b in Date prepared and/or soaked: 51211b Met#rod ofi xratching sidewatt: Screwdriver is pre-soak require�d"? ves •Not required in sandy softs Soak"start time: 12:30 PM ���� 7:OQ AM #NUM! hrs of soak time: Method to maintain 1Z 1n of water during soak Garden Hose . erco est ta . � Test hole: #1 Location: See Sketch Date reading taken: 513716 Ele�vation: See Sketch Starting time: 1,13 PM Depth"': 12 fncttes Sail texture d�scri tion• th�in Soil Texture *"' 12 inches for mounds&Qt-�rades, 0-2U" Sand C a Loam depth of absorptian are�frn trenches& � 20"- 24' Cta �s I ...__ �_____._ __.� Reading St:art Time End Time Start Reading �nd Reading Pefc rate %Difference �� {in) {in) (mpi) L.ast 3 Rates 1 :1 M 1:18 PM 3.50 _____._. 3. -13.3 NA NA 2 � 1:18 PM 1:23 PM �.�� 3.88 4.2g -13.3 t�FA NA 3 1 c23 PM � 1:28 PM--- " .__-4.25 �4.88 -7.9 -68.0 Yes _.. _._..� _. _..... 4 1:36 Pi�l 1:41 PM 3.50 4.Q0 -1Q.� -6$.Q Yes 5 1:4'1 F'M 1:4b PM 4.00 �F.38__�..._. ._ -13.3 -68.0 Yes 6 1:46,PM__.___ 1•51_PM�. __ 4.38 4.81 -11.6 -33.3 Y�s 7 1:51 PAA 1:5b PN1 4.81 5.�3 -t5.9 -58.7 ..`�_�� _____ . __ ._____._.__ ,..�._____--- $ 2:01 RM �:pb PM 3.88 4.25 -13,5 -36.5 Yes 9 2:06 PM 2:11 PM 4,35 4.$1 -$,9 -77.8 m� Y�s Chosen Percalation Rate€or Test Hale#'1 13A mpi Additional percolation test data may b�intluded on attached pages D�sign Percotation Rate(maximum of ait testsj= 13.OQ rr�pi i hereby c�rtify that 1 have c�npleted this i a a ae with atl applicabie ordinances,rules and laws. Brad Krotzer L1744 05/02/16 Desi t�er ature Li se D � �Add�tional P�ercc�lation Data �N�VER�ITY OF MINNESOTA .��, ........��, � Test hnie: #? Location: SJ2/16 Starting time: i:1�PM Depth"�: 12 inehes Soil texture descri tion: "' 12 in. f�mounds Fr at-graties, �th {in) soi!Texture �p�of�bsorp�ion area for trenches p-2Q sand cta toam._ _ _ +�nd beds ___.��.____ Y _�_Y _ __ ._-- 2�-Z4 cfay ---_.__ .__ .-- ---.._._ 2d-26__ clay Start Re�ding f�d Reading Perc rate %Diff�rence Readfng Start Time End Time �� a� m i Last 3 Rates � _---�-_ ..__ ._.1 1�4 AM , .....'�..19_PM__.._____�.75 -._____3-13_- -__1433_3 . NA NA 2 1:'19 Ai1A ' 1:24 ANI 3.93 3.38 -19.G� NA NA 3 1:24 AM 1:29 PM 3.38 3.75 -1959�5 -9893.2 Y�s 4 1:29 AM� �:34 PM 3.75. ._ __ .4.02_ . _ ___-2735.8 _ __`13852.8 Yes _.. _ _. _ . 5 _ _1 34 AM . �,._ _1. 39 PM_ . ._4.�2__.__._,____. 4.62---_ _ -1208.3 , -12G.4 Yes �__ . ._6 ____ � 3.9_AM_, _1.44 PM, __ ._ _4_37--- , _._._ 4 56... _ __.-381_5.8__�-215.8 Yes 7 _1 44.!AM �_ 1 44 AM _ ._ 4 56_ __ . _ _ _5.�--_ -9647..7--r--`215.$ Yes --v-y----8 1:49 ANI + 1:54 PhA 5:t� 5.37 -1959.5 ' -131.6 Yes Chosen Pe�calation Rate for Test Hote#2�mpi Test hole• #3 Location: Date readin�taken. 5I3/16 Elevation: Starting time: 1:14PM Depth"': �inches *'" 12 in.�or moarids&at-gra�des, Soil texture description: depth of absorption area for tren�hes t m So� eacture ar,d beds U-18 san cta loam ___r__ 18 24 ctay lqam Reading Start Time � Start Reading End Reading Perc rate E%Qifference End Time �in) (in) (mpi) 5 Last 3 Rates Pass 1 '1:20 AM 1:25 PM 3.50 3.75 2900.� NA NA 2 1:25 AM 1:30 PM 3.75 4.25 -1450A NA MA � ...__.__�..�.__ _ 1:3�AM i 1:35 PM -- -� 4 25 ���4 68 -1tr8b,0 -�OQ.O Yes 4._�.__.�.. . 1 3b AA+1 � 1 �F1 �PM___ �__2 88__�_ 3.37 -1479.6 -16.3 _. Yes 5 1:O�i AM ����1•4G PM 3.37 ��3.75 � -2ai 3.Z -36.1� Yes 6 �:46 AAN 1:5�J PM 3.75 4 25 -145D.0 -3�.8 Yes 7 '1:51 AM 1:59 PM 4.25 _- _..- 4.75 ." . .-1456.Q _.._._._3$.8._---Yes 1:59 AM 2:04 PM 4.75 5.19 -1655.3 -14.z Yes Chosen Percoiation Rate for Test Hale#3 12.0 mpi tw�rnnmaranni..sa� �4ddit�onal Soil �}bservation Logs �N�r�� �� Date $EWAGE � T'R�ATMENT � P'ROC.RAM . I�IY�E ���Y Client!Address: Dave Mairiani 1150 hanest�d trt Orona MN Landscape positlon Legal Description/ Gp5 � Yegetation Soit parent materiats �`out`^'ash ❑L�ccustrine ❑Loess 06servation#/Location: ,S"��=G� �'' Stope% �T (Ctte�ck al[that a�pply) ❑Tiil [�AWrvium [�Bedrock ❑Organic Soil survey map units �le"Yfr�4- Slope shape Depth (in) Texture ��� Matrix Cotor(s} Mottle CoEor(s) Redox Kind(s) Indicator(s) I'-•-----�tructure-----------t �rag. % Shape Grade Car�s4stence 0-24 �m �ay ,1 dyr 2-2 Biocky ' 'Moderate F�iable + � 24-�8 clay toam i10yr 4-4 ; ,51 Massive Strong Extremely Firm -----;--_-- _ � ________ i � � �_ _..__._.___._.�_. I f ! � i __.....___.�.�_.._._' i � � i __..._�_.___, i �..__.__�__�._,.j_. 1 i i i i �_.,_...�._�__ � � _..� I ! _ , _ i Comments Observation#/Locatian:� -� Depth (in} Texture �0d� Matrix Color(s) Mottle Cotor(sj Redox Kind(s) Indicator{s) �""""Structure--•--------i Frag. 95 Shape Grade Consistence 0-24 ;l�m �ay 10yr 2-2 'B#ocky Moderate Friable 24-28 clay loam 10yr 4-4 ;�51 Massive Strong �Fxtremely Firm _��__ ____ _ i 4 � _._..__._� � ___ ___..�_�_____ � � � i ' _..,_.�.f__�." �.__.......��............�_. __._. .��_.___..._._ ._...._._...�_� Camments �.J�NIVERSITY .. oate 5/Z/�016 ' OSTP Soi t Observation Lo� " "�3��8 . OF �INI'�TESCITA ��'' -rime �:oo . Ctient/Address: Dav�Mairiani 115If hane3t�d tr4 Orona MN Lartdscape position back siope Legat Descrip�;ion/ GP5 V+egetation dry Soil parent materiats �outwash [�La�r.strine ❑toess Observa#ion#/Location: see sketch Slope� 3.0 (Check atl that appty) p TiU ❑Attwium ❑B�drock ❑Organic . Soil survey map units 1136A Slvpe shape bepth (in) Texture Coarse �trixCotor(s} Mvttle Cotor(s) Redrnc Kind(s} Indicator(s) �""""'"Structure----------•i Frag. % Shape Grade Consistence , � ; < < sandy clay ' ; j 0-24 toam 10yr 2-2 � i ; Blocky ,Moderate �Friable � � ( � � � 24•30 �cfay loam 10yr 4-4 I 51 Massive �Strong �Extrernety Firm ; _� , ; � � � � � � i � I � E � j � i i � 4 I j � � ! ��� _ ij t i i } ._..�_..�. I . . . � i � ; I s Comments mattt�s at 24" I hereby certify that I have completed this worfc in ac�ordance with sll ap�slicable ordinanc�s, rules and laws. Custom Septic Inc Brad Kratzer 1744 5/212016 (Designer) (Sfgnaturej License# (Datej �,.1������I� ' . �� 1�1�������� S�e�t�� S�s�em 11�I�n��en�en`� P�a�r f�r,A�v�e +Gr.�de System� '�,�al vf a s�tic s�rstsm is tci pr�ted hurflaa heahh,�nd tl�e�nvi�►�rn�y'�ly��ting w�w�er b�cye�:r�tur�ing it tc�tt�ecivirc�nrnent. Your sepac sys�m is desigtted�i kill harmful�ar�ii���nci r�tc►ave �ii��t�f�����-��c������������,�����a,�►�: "t'his m�ts�caA�nf p�a will ide�tify�he o�pe�i�n and z�in�n+C�,��ctiviti+es:n�cessar�,+'tc�ensure°�ong- tet� p+�rfi�m�anoe�q�f yz�u� s�ptic syst� 'Srtme of'thesc a�cf'ivitie� must-be ;I�exfomaed by Ynu; ih� h�meowr�. (�r�asks�tie p�rf�oc�d"by a liccn.s�rt scptic mai�or sser�ic:c prnvid�r: Hower�er, it is YOUit respa�€�sitrili�}+t#�:tr�tce�e a1t i�tsks g�t ac�cnmplis�ted ia�iimeiy rnanncr. The tlni�csity of T+J[`�n�'s S�otic 5�sr�n(��r.'s�G'u�de�cont�tins addi#�t�al;�il�s aadt r+�eemmendati��s desig��+d tv�xt�nd t�e ef#'e�r�e�ife of y�sy�tern��ci save�pu m�a�ey ov�r timc. : '�'�'��+���s�+'���R,���ou dr�trl/nae�►�acArltc+e.�a aaafe a�td a[emt�ra�rt. ��o�ay a�� ,�Grv C /�a r�a�i �� ��� /l�"� wlC� ea ��m y� 7� -Z� � 7�y Systt�m�Desigtzer D►^G( C: �e� Con�t�nt'o Z/� '�f����)v� Syst�m I�talier j'nc (� >�/ip'T Z��/' ,_, Cor�ta�irrfio ,�l�i►e �exwice�►i�et�ll�si�ai�ner �ontewt lrifo P+e�mittia�g Rut}�orai�+ tfint�oct hzfo #'�rnit#� T�ate lnsp�cbed �0�}'�1$I4+���i�CIY���8[L Wl�yOt�''�'u1��7C�"i�lSLCt1I�11VflL'T'8�'.t�Il�i�C.T��@�1C a�"i}�5�6IIl-QVY1lBT'S'Cti11d8 inciu�cs a�'o�to hvld m�iatecrance r:e�ccordq u�ctuciiag pumPing;,iasPe�tia�and evatu�ativn-re�wrts. Asle yo�r sep�ic pro�i�si+c�al tQ a�: � At��it i�f�rn�aiiot�i t�gr�er drawin��ttd`ssrbuil�t ofyo�sy�tem;ift�+an�av�i�able. • Keep copies af�II�i�ing�rtls.and at�t��anoe and�ir in�roic�s witfi this��ui�i.�rit • I�view tl�is cloccumeart wit�yaur�►ai�pjx���io�al�t es�h vi�it;dis�s any changcs in produ�ct us�,'a�ti��vit�s,,�c wai�r-Use app�ances. �or a cppy of�te.,Sepiic Sy�cte�Dw�r`s+C�r�ede, v�si�w�r�,+.boQ�kst.ar�.umn.e�dc�.atid.�seais�eh fc�th�`►v+ar� u�;���,r�1I;8flQ-�'3�-8842. Fttr �+�r+e��nf�orma�i�n see http;ll�ep�c.�mni.ed� we����c�a�s _ � _ UN�VE�.��"�'�. �,�r������������� �������� �3F �I�iI'iTES,QTA �'o�ar S�ep��r Sr�st�� � ` � � - �'�� .,�•,�_ w . _ . �: k ��� �-� � .:� �'� �ML� ���,..»�+u° �`��� !R�9 . _ �Y°",Y`�'�'��� �. . ^ , . • , • .�. . . ,.. ., � ,. . . ,,.,... �_ . , , _ : , �.. .,.r,,,_.-•-.. , .._, rnM�nq.�,�i� ��r�^_'.'.��''� � , . � .�4Ma � - . + R w 1 �.' '� � � � r � y q _d5._ �:e�'�'$�C1�a��`l�ll�: �,�T�Pe:, '� T �tl lli �N'" �1I* �S st,em i�� ' ttt • � Y �: ����r� (Ba�ecl�+cm 1EfJU'Rut�+GJ�irrpt'�r 7t�U��fX3=�dllD,� ����m us�[JV disin��ti�n�m� *�Tditi��actt A�tr�r,�r�,t;�'aa'.'a�r�red Typ�o�'�dvainasa�tre�tme�tt unit Il�r+�ellmg'�"yp�' liV�l��;:on�tracc+�i'+on� ]�Itimi�t'���r+c►aa�s_ � �'elt depth,(f��: Syst�em ie�ipacityl c�e�i,�r� fl�w(�}. 79D II �ased welt Casing'z�pt�: � , ��o. Antic��d aver�e�ai3y t�ow C�}� � � '��'C�j�Y)- ._.W f...� ��.w,� Comm�ts>. _ [�ist�an�ce�ram:�p�ac�ftj; B�tsina�s?:�'Y �T�t Wh�t type? Is t�well on the�ign drawi�,? �Y �13 Sep�Ta�alc d hd�tau�tc x"�ak vv�`um�e_��¢ �.� �;a.t+i� o R�mp Ta�ic ,�atkia�s D�s.�tNc hav�tw�comp�finer�s? �` �N q Efltu�iit P�np �rrik��y_ t� 5reaoon�tattk �'�»k wr,t�e: gal'tc�ts' Pt�mF c�p�u�ity Q� o Tank is+�arr�vP T�7H E��et;c�f he� o `�u�#scr�een:�Y �N Ak�rm �Y � N o t�1�1vca�ion �ai�"fre�,trncnt 1�re��S'�',�) 1k9�,puttci,'At-t�rad��s(wicitit x iength):� 1� x :�-� ft � � on rts � Gl�aut� l�ek b�d siz�a(rvicl��-�I�,�t�a)=. 1Q_w.. � M �-�' ���I � i.+acst�on nf additicmail STAs �sl� � StlCfac�vir�f�t':diY+G�'sicros Ty,pe pfd��'i�,ttion me�di�;: �k � Additivnai S�'A�kava;itabl� _.�_ ����I+���1��1'Y }�pti'�S�vstem�irnzrg�me�rl Pla�t ' f�rAbov�Gr,a�1e�yst��s �� ��1������� �io�eavvner M�n�.�e�e�t�'�sks _ 'I"h+e� �e�atia�r p�d ma��rt�e��tivii� ae�e �rcr�r�nsibili�. �-`lu�r�'rrr�,;�rrge°6 cr2n,,t,��s trc�c�}��rctivili�,c �o�at toilet is�au�f s�rb�cs��.Do�at f1���ythNi�be�i�d+e�hwmaa waste and t3aii�t p��: N+orv�t wi�ed,el�s�k�t�s,d�p�tf diaper,s,��sl m�edici�c,,�kini��pr��rcia.�rr oth�r tr�s4± '�ie Sys�em ar�d s�pt�G�S n��t�s tc� b�e �ch�kad evie�r �� months 'Your servii�pr�r�id�c�r�p�rlm�i�ttainer`should e��iue,l�it�Qur t��c t��to b�e�n�mone�r i,ess +oi�n. 5esso�Mi�r o�r sev�r�tl ti�es�er year • �rn�s.,Clu�cic(lister�,looic�for lesks in toilets and drippin�f�. Rep�ir�promptly, . • �l treu�+�rrt�r�ect. R•egul�y ��ic for west t�'spangy safi sraurtd yow soiL trextm�nt�a. If ��rfa�ced s�a�e or st�n�adot�s�re na�t�rrecter�bY p�mpirrg t�t�nle srr fixing�ken r�s snd I�ics,;�ait�our st�vi�e p�fessi�. ��ed.��a�m�ry�u�e#�crr�s curd anirna;is sicl� K�ep bi�.`s��wmoh'sks°and oth,�r tra�'ic off�nd co�ttroi b�rro�'r�g��iimals, • r!?ar»�c A1arm� signa� w�►e�ri t�ere:is a pmbt+�m; ct�nt�t yt�vr'servic�profession�l:suy tiimE #�e aiarm s[graals: � Li��ltex If you havc a IiYrt fttt�r;checic�cr�lint buildup an+d�lesn vKheA n,ece�.sary. tf�ro�t.da�not 1�avc onc,�az�id�r�in�ane afte�'w�shi�g m�chine. • �,,�`1+rtcr�acr�� [f�+�o�do n�hav�+pn�, oot�sic�er herrit�tmc i�l�d'thc rn:xt#im�1Y�c:iank i� clea�er�.,a�pr►g w;ih eu'��iaa�. Aun��lly . f#''�pc�r usctg�rate.A v�tter��neter or another.derric+�c�n'ba usod t+�monit+�r y+�uc av�ragc c�ily w�r �is�. �ompare ybttr w�er us�ge r�te�o the desi�n fit»v+ofi'yotu'sy�em{t�+ed"tu►the ri�P�E��• +Con#�t�ow sept�c p�essit►tial if your averag,e,c�aily fla�:ov��he t�ou�se of a rnonth�ds 7Q°,/o. of t�e c�ign flaw�or yow s�tem. • C.'+r�a.s. Mat�e:�u�tl�t all c:�ps:a�td lid��ne intatd and in pl�u�e. lns�t f+nr damag�cl�s at least �veir�r�ll.�us�ar r�t�e darn�od t�c befoi�wirrt�t to h�etp pr�t ft��ing iss�s. . J�'atef+�n,r�F�ircxn�g d'�►ic��.'Sa�Page 5 fi�r a list ofdevices..�Vhen�sss'h!l�,t�rog�a�u th�r�;arg$ �A��Y la�ed on tvater s#emcead(gal�,� �allt�t!h�ti�r� #rlayrs), I�c.�scgiag too ft�}uetxtiy rt�ay Ae�arively�a�Ct Yot�s�ep�iG sys�m.�sidec upda�ing to:d�an�aperatic�t if yt�w'syst�m cur+e�tly�es tim�, � l�ivicnv3+r�watcr�s�ae rrrl�C�vi�w thc Wa�c:r I7s�Ap�ali�ice ch�rt on P��s 5.I3i�cu.�rs��m�a� c��,s..vvit,tt�aurscrvfce pmavidc�oF�€iP�r�'irraine�r�r, l��ering,e.�eh.�#1�y a�er,vior��r o;�pump�rlatau.t�i�t�er • M�k�su�th�c ySKu':s�n+i�prof��ai�tai�rvi�-t�t��shrot�Lhe�anhole. (l+�tC7►T thou.gh a�"or:5'"diameter ii�pecti�tt Port,) • Ask hvw fuil your tank was wifh sl�dg� �and scum ta �rtine if y�3�r servie�e irit�esvsl is �P�iat�. _ • �►sk yt�ur pur�rlmaimtain�r txa a�mplis�the�iis�b�d+�th�Pro�'ess��n�l Ts�s c�s+ Pag+�4; �g_ �.T�1T�'�E$��IT�' �eptic��ste�n��a�ra�em��r P1� „�ir A�ov�Grade Syst�r,�,� £�F ���ES4T�. P�fe�siQ�a�i 1Viaaage�ne�t T�s�c� 7l�c�e.a�tl��poery�tiao►r arsr#�airAre�rt,ce:,s�c rivir�i,�s rlun u,�rm�,r.�,�`maintc���r,�rf,�r�,s tv i5e�a�sur�Jang- tar.��rfr�umce r�f,avt,�ur-,sys��rt, �t+�c}�v"isit a vu�itben rcportlr�q�d nnust k��+o�wid�d W l�omeawr�r. ���b�i'��►f S�u�:�f'S�aa�ewa�#er • I�ev�ew#he Wai+�r��e t��pl�ce��t cm#�a,g�S with ho�meo+vn� �r�in v�r��nnid t�i�#hose.e[�ntg�s tnay'hav�e c�tt�e septi�c�r�m_. iJhsc�ss an � �eview vvater usage ra,tes�'if available)witi3 homeowner_ l�ept�c TanItJ�'a�r�Tanks � 1�'�1e l��at. A�ri�er�s t'�mtnen�cl if t.��i�is twFt�c:ess�'b���t;��e�+otu�d.s�_lnsu�at.c this risec cvver ftlr frost p�a#�d��. � Liq�eid Ie�sel C�k to m�k.e sus+�t�'#�i�l���aot.les�tcin�.Th�liquid Ievel�auld t�i�evei with tho bo�tom�of thh�Qusl+�x p��ac; �(rf s��;wat�r lcv+�l r's beiow�#ie bnuam of#he c%utl�pipe,.�e�rnay nac b� wst�rti�,t� If t�a�ri�at�r�evel is riigher than thc �om caf tt�e �ut�� Pip��f#i�e t�,�he el�'lue�t�ct�:�y t�eed c�e�ia,g,c�r tt�may be p�:tn�ing ict thc s4il trt�trn;e�,ttt a�+ea:) • X�.cli�p�.�.C2e�si��ce d�mag�ed or missiag pip�s�d.cap�_. . B�es.�Chac�to m�sctre the��in ptace and at►�hed,�ttxd thet inl�tfotrtlet baftl+es are c,le�r of bui}dup ur t�bstruc�tic�ns_ • E,�lstc•nt scaa�en. +G�ck �o make su� �t is in pla�e; clean p�r mian�ttufac#ur+e� r�cam��n: R�ommer�d r�t#�d�nst��a�an ifon�is�r�crt prese�,t « ��ar'n:Ycnfy itt'►a�::th��l;�n work�. • Sc-��usrr�x�'�r1,��: M�cm�scunt and st�uige ir��i,c��artap�arkment:�£each se�tic and pump,tenk, �um�s i�'r�e�dcd. F�mp` * #'ura�p crnd cs�rttrcrfs.�c�C to m$Y�e s�n�e`dye{�vmp a�d c,�ntrol���p�c[i��,�rn�ctl�.. F Pir�►t�p'va�u� +Ch.eck t+�►m�lce.sur�it is in place;`�c�p�'manuf�r r+�mm�m�,d�ons: • rA�uri�.�+'c�#`y that the aleam�tc�'tc:s_ . ��i���ct������t��a������.rr • �Sve�t cos�tex zrrr e�c�ead ti�r�-�area,��°.,Cl�cscfc�d:s+�if ti�i�e�R�.n�v�:nt cout�tc�a.r clap�'t�m� �1n�8C fW.�j3tlmp_ ��'#1�i�.�bne[1tr}'K7�1.C81e1fl8#{e f�wS�C[usag�iSte�+GDiltp�'tq t�$ �n€icipa�t�d�s�I�d�tt i1��nd Pag��.��e�olc�me: _ ,�slkt�n�:Pnm�r ru��im�. l�it�uEes �YI'i"rie�t�me�at,4r� ' I��lAt,1��`• �GC�t�D iTC�G�3111'�tE1C,�" ��t��3` t;8�. �+�}Ii�CC G'3pS 811(� �11�S;f11�.� dam��pd: • .�in�c�fe�rxe,�t. C�k far surf�in�eft��rent or c�tlrer si�ns t�f probi�a,s. • l,a��rl j�i�i�. Check l�meral �di�trt'butic►n; if cle�suouEs �t, �+� �n�d cl�an �t re�omme�ded �k1�tG3°- • �eg�lr.�tic�=�t�e,ck�.a see:�hat a�ood�a�h:�rfv��o�is c�avering:the�yst�rn: Al�ox#tear:cou�a�tinenis—��lv►at��s fis�od hcres �,t;_ �I�I�'���iIfi�' ��'�em h�n�r���� � • f 3r�4hn�e Gra�de.�`yst�rns� �� ������ �a�er-�J�e A,pp���es�� E�qu�pma�t�n t����x�e +'�R'l�� Ist�ets oa�&y;ste� 1M�pn��'�'ips t Us�es addi�in�nat vvaur.: • Us�af a��asbay�e dispc�l is n�t�. • A�d�1s,s�13�C�n`t�c ta�k • Mmtmi�e garba�c di�gt'r�us�_.+Cor�wst jr�st�ad, ,���� •.F`u�el3'�ne�rtf s�o�ii�r� ,r�t stctEl�. •'�'o Y p�+event aoli�ds�rom erxitit�g t�t�u�ilc,h�v�a y+Auc Lt�[ed sal'id�c�s eaci�tize t�k tank purr�+d mom�,fi+��'t�rtl�+r sad r.�r 1he soi3�i at+�a.. �. ,�d an�lu�ecc��yow��f4: � W�xhi�s�erat ioads on�one day . �rao�e a�iro�t-lc�er ot vi�uar-�aving t,op�load�; us�a tot r��`wa�ter�ncl may ovcrload tls`ese urii�a us�t�ss wat�rthan aider n�ls: ys�tu"system. • �,�imiitl�a addi�ioa uf�etr�sx+lid�s�o.yc�ur tanlc:lti�y ;��?v�loadit��ru�r s�+�te�t�y usi�g liy�id�eaisity bi�pde�gra�da(�te s�t, '�• 1N�hin�g►�achine [�+ant sn'tids�'i?orb sqE;iit�g ait it� C,imiti us�:of bleach-bss+ed d�erg�s'�f�t�ic ti�c tanl�.U�kd sotid�c�n:exit r,�of�en�rs, ��C$11�Cfl�Ef�IC�1��CIM� a Yi�$r�S'�IH�r1�PA'8'�'t�lC'�N�1�[�.A1F 4�fld� �!'es' �r�n tp;3jP�tj!'Ca,1AIt . '�a�h c�nly tu�l lcr�d&at�d think�r�_�pcead yt��u Iavndry loads#�n+aughcn�.�tl'e:we�c: • Paw�der+ad�dfor high.phosphior�s' • �,i.�;g�1 d�ts. p+a+�►,d�,d�l�s may�id �c�n ne�i,�cely i�ripact:t�►e �olidx to:�ignfc.. I�.shn�rasl� �'a:ofyc�wtank�d s4i1 . L�s�.d�r,�o�r�c st►at arxs-tow���p1�o� ;�t ar� . '��.+�nly fuU:toad�. + New rr�d�ls pmn►o�c i"rw��sc�tpi�g: �dss�es sn ''E�y Fnav�e s S�ba�g�di�tr�ir�sic�. � �'�'�Y� Y*�'�Y����R�d!S� sc�lid5�tu a!'y�ur�eptii�sy�t,�n. � �ine�g^��solids may nat se�tle- • �a�scptic�lr'�iitY bj+a fac�ar oP 1,5. G�rirule�:p+urtp{en :�I�ts�oktted"�oi1�Rls c�a�scit s�e t�k . I�Iude pu�np m�nitoring in p�m�iir�testar�t�e �tm� atsd�th�soil trr.a�met�t a�a: scFiedule I,o cngure�at rt is wc�rlcing�n'op�rly- • �8�t�U�'dlt&C�tl. -�—_ _ __._......_.�,�.... , • L�d�e S'?�t1tt1�O�wabDf tt1�y + I�IVOi�t183Ag 0�[vY�'t11�G 8�l�iil[FDR'i 71i 1�'IC 2ia(lliC ��� s�ale�lt�ad y�n'�stem. #iYne.Fa�ea�am�tlr�don:'t wash'cia�lte��d tskae a (y��3 : li�r�y use+�f tr�lt oil$�d�oa�pa.ean beilr at�fic ssm�e time. �mp�t bioTcag�i��ti-r�ty in yar�r • Usc ails.sc�s.�d ciearvers in the t�ot�showver tarlc�►nd s�oil ta+eat�l�: sp�i�4x- �m�Tst�r Us�s Iwp�et;oa S�nr Maaa�aent Tip� Hi,�[�C�EniC�' . Urip may nesult iri f%zx�pip�s - R,a��c,vr�tcr d�y aett af ttu�housc.D�u�. 1�rr+�+pe during:co�d�wmtlxn: no��e fimnace.d' �ta yiwr s�ptwe�m. Q�fBtc�so� - �un.�water�ay af�'ect • 'fl�saurtixs produce wat�c��s r;�v�E s�e and {�� s,ys��• s�roald n��i�your�ept�c�s�rn,, 1&�t^�o�r+at�siS • Ri�g�wa�t�r rr�ay hy�ic�lly: • �we�t�r froFn�thc��raes t�o anotIu�r at�.t, o�'vrrlaar�rhe syst,e� s�f+us�dry vvcli,draintt�e;or esld dr�in�ld. + Wat�er'rirnn tl�e sa�►vil1 • WFien r+eplacing;,s�ans�rt�r tts'tag a dernapt+d�ased �� +�vea'1�d►e s�st�a�urd is r�v�.a tiue�'n�rarge. Faot�ng dr�si�s �libited troni.entai�s�ptia • t�cac�tves to ema�ru�ps'���ra�;�a�unit �'�• �ri+xd perrr�s�f�ct�rd�+4ctii�ns -�.- , ' ��T����"$I'I"� �'�ic.5�.�te�►r A�fa�txu�n��xr P�i ,�'o�r.��ia�e�`i�r�.,�►st�e�s �'� �����Q�. He��vner.n�iareir�►�ce�.og Tixeck mai�,tetaar�c��r�tivi�e�s�iern for ecrs,y r�ferenac�.�`ee�isr of►na��t t+�s�s w�,p�a�3 m�d�, A.ctir�°ii3'' 7�it+��caump�i� �e�ck;fr�e+a�ly.• I.egira:c�lc for plvml�i�g i�* �id t�et�k a�ea,aht�Ck for sutfa�iceg'�: L.in�,fifter clte�3c,,�lc�iPnee�3ed� �t�lu�rf��ere�ifi�vv��-mau�i�ed)*`s� �►1aTm** CJtec�C a��ly: �1!�r u�c:rar,c{�ir�aiu��xC } �aps:inspc�t,r+�p�e if'x,� t�a�er wse�pliant:e�s—r�vr�w w� t)ther: #Ma�tft�y *�t��18n�1y ;�����:���y ���: A� th+e rnmer of tlt� SSTS; I u�d���tand it i� my r,eaparnsibility to,�srnparip� op�sra��a and �ea,iYskdir Che s+�vav� trCat�ut sp��a�-,�ran thS� prcti�pert}r, t�tilislnr� th� �Mar���oom�n�t [+Ian. af r�grd3x�n�s �.n I'tlt�'.�AdQB�C.'A� �g.�Tl 1�dt]"$ Ij`Zi� NI@�t .� NS�.ZS-j�Ipl�'��.��y7 /a4�,.iL�y t��FEI�3��,2l1l�j d;1��Q1`�'f.�T r9llGl tr7'li'E.. � nec�essa'ry rc+rr�c:livie a�crifxns. �� P aacrp a-n�w syst�; 1 a.grc� ta �dec�uaterY P►'p�cc�et t�e r��rrre area fb� futur� use a� a �i�.i1," "tri�a£�ttt systr�a." �r1"k�'Q'1�4'�l�C!''�ii�lkl7�� [�g� Managean�Flau��ed By: lsi1��S�p�i+�lC]C�_ �#ic�dti�n�� Pe�rkittin�'Authc�rity: f�1151���qm;l�ivaasily at Min�easal■� JU]ri�ta�d. '1'1�1�nr!n�wsii�y etf I►�fa�txsota 1s aa e9upJ opque'l�i�nth+�r and angLa,�s. ��ris m�l ig�+�ifab�e 1ct aiee�l'ev�e tarnna�x upare�d, CdKa�d!�Vifater Re�urc�a C.`�,61�24� 'Ih�O�mEe Scwe�e �Fna�m.is deJiv�ied by the�ttivr.�iY oFMi��actmsie�Ser�ricac m�d�c tf,�iv�y af Mi�la Wrta R;eon�eiaes Ccrner —�- �ON� y �fi �` G `�kf sr+oA� City of Orono Septic Asbuilt Form _ � Address Q e a, Building Use Installer -� � License# 17� ���{��Date � Septic Tanks � l Z.SJ t s �- /'/!l�l�' ump Tank /— /2,5'O System Type ❑ I ❑II ❑III ound ❑Trenches ❑Pressure Bed ❑Other Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. � ✓ � � / o ✓ � 3 � � l � �7 ! Z 3 �` � o z� z�,, � � � � 3. . Zg= 33� � � 35� � �-o � S� l�D � �p r � � �. �e 7 � �G � � � � � � DATE TI CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED �i�i� PERMIT NO. �j`������(`� COMPLETED ADDRESS % /��� L /6,-y�n(r � r�Cl c� r� OWNER TELEPH �E NO. �7�G'3�a�-�7{6� / CONTRACTOR I��a� l��� S , a C�-- - � � DESCRIPTION " l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ❑ DEMO-SITE ❑ TIC INSTALL OWNER/CONTHACTOR TO MEET YOU: _NO COMMENTS: a` j � '� � C O � ��� Q � O � �, ,� � � �� W � Q �' 1 G a � e n � � 07 �'�D f/Z°�" - � GW 1�WORKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE �°�/O CORRECT VYORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. ❑pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR U INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952) 249-4600 OwnerlContra on site: Inspector. White Copyllnspector's File Canary CopylSfte Nofice - � � � l' `'i� DATE TIME � CITY OF ORONO CALLED IN � ___���_ INSPECTION NOTICE SCHEDULED �7/�✓� PERMIT NO. ��'���'"�� 7�3 COMPLETED 7�' ADDRESS I I JC� �l ����, � -f �'�-c cY TZ OWNER TELEPHO NO. �(��--�(�'E/�G�q , . i CONTRACTOR - � �: DESCRIPTION ` ' �� � �C��( � ' �, W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE S PTIC INSTALL 2 OWNERICONTRACTOR TO MEET YO�YES_NO � COMMENTS: ` � W a � �^ `I �� � ,, r - , � , 0 � W �.6e Q � �� � z W � W � J O W� RK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W;'�❑COR ECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC01/ERING PERMANENT ❑CORRECT UNSAFE CONDITiON WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑ INSPECTION REQUIRED_CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra on site: -'? Inspector: '-f�/ White Copyllnspector's File Canary CopylSfte Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. y�i 1� '�'���-`� �°MPL ED � i�: � ADDRESS /�J��i ,�/11��T-�'Q��✓�tx!� OWNER TELEPHONE NO. CONTRACTOR i ,�J�; � DESCRIPTION ���t� ` ' C'' ��� � � ly ❑ FOOTING ❑ DEMO-FINAL EPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EX AV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERfCONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � '��'` `^ —��' � � a '!� — � � J O � � � �r� ° �G^C�l `' �ff W � �:� ,�-� -�c��i �e,.�� lr'u� � :�;� � Q z �,u�� � ✓` �' �0 �! 7d/ � � �I L�fd�U . ry l 1 `-� 7 �� •/ �~/S� W � j d W ❑WORKSATISFACTORY:PROCEED ECT COMPLEfE � O CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WFLL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-4600 OwnerfContra n site: , Inspector. White Copyllnspector's File Canary CopylSite Notice