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Home My WebLink About1994-006115 - new septic system . PERIVIIT CITY OF ORONO - * • PERMIT TYPE: 2750 Kelley Parkway • P.O. Box 815 Permit Number: ��'�'E'�f��' `'' ��'�` Orono, Minnesota 55356-0815 `-'t'�='� �� (612) 473-7357 Date Issued: ;_r=.,�•�.,�;,r,�� SITE ADDRESS: _-;-,�:� =;tJ:_�°_,�"� c�T:° '' . � . �'i . . `.'�;#.—: i`T--:r_''- __—�_�r.)'.�f i DESCRIPTION: !4 C.'-+� `•-•c.�'`_i i t; '.-.�`._s��.F 4 _��.�_�r ;�� .�t.�r f='Fsi�ri�i�. T�� i�I�fi�J '�;EF'T IG '_��''�;�"� =�t`4.�?'l� i..f �':lyj�.f-'f i4�.�4��; ��t_' ��.�_'d.�}�l4�..•� u�3� �r� i.%eri�vi�rv� . r!�IlT3R,+�l�(i}LJr{L V�!yUL �j .t�1 d�Vt1�iV1f 1}i V1 uiiii 1Vli�♦Y i.:::�iivv��vv � 11 i r'Ce{ r!'e V 1 �TL!t r JV r'i,�C�`A� !i ir"ze} rif f..•! L !1 7L LVVR�JV REMARKS: , L4L1! r—,��ri�> >�u !f�'ifAi 'fi r•rir:i i_iti �i�•�� n.'�v�r��,:�v vvvl �tiv1 i r.L�•L P {t£':'�d r-ri v,s:cw��r FEE SUMMARY: �::�s� F��_ �s i,�; . l��_; �=l�r•t.i�,��'°j� ______ `� '�'i.� T�_�t.�;i F"N� �i�:��:3 :�;:3 CONTRACTOR: -- '",==�;=�i i��t�t. — OWNER: , :� -,�•;', -,, ,:;:• i - =',� ;.s -• n !=i�a�i �"`�_ ____ _� ( !t�ig'�.i (:i_:.y ,j-:t_��_ ii`w{-. ti --"Y:'�:_,..;.1 �;}-( r, I��i`=• _j��_� i�•�r; `, '=�F��;;i__I i�� '=;�` ��.�3 °_.t��'=�EX t:I F; �,�� , �°r;��_ E��,� ��i. ��=� �-��+_�i'.j►�i i�#�,� ��=.�;�: - - —- -__:�.�:,; ; _., � ., _. _ . _ _ . _ � _ r.=. F f: t} j-�'-' i r�r;.i�. ,. c:�: r:� � — 1! !_� i t F' • � F,: , „r_� I � : . � � - = � � _ � � < : ::... _. •_��. �: .�._ . . :'t.'.� .�.. . .___,.:..._. . __ __: .. .� ��_. . . ��.�._,.. . . .�. . .__ ..... �.. . . ._. . ._._ . _. -�- . , . .,...-__�:., - � �- -~ - :��r'E�_�.Fi�C� �il'•1i� +�t�;�`;-; `,". .�E.:° . ..._.._ . ._. .. . _',f =�T�iI��-!' t=��f1�=';_"�� ,�•a�-.�:�.. .. ._ . . :.._.._.. _ _ E °? ;!= .._. . .._. �_t3-:�.�1��_� f_�#''.L}��`�I(?�'`,i�,�:�::�; r`i�,t _ � . . ':' = i _ '' ._._. ��I t` F�4_'�t^.�.•'��fi {�`.;_t�:�- �_�� '- � . ._. , _.. ._. .... . . _ . � c�' .��) APPLICANT' FMITEESIGNATURE ISSUEDBY:SIGNATURE . a „ - CITY OF ORONO SEPTIGSYSTEM PERMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, MN 55323 JOB SITE ADDRESS: S�� `,�s�� cG� Occupancy Type: Residential /� Commercial Other Perrnit Type: New or Replacement System, $100.00 �/OU°O Repair Existing System, $ 50.00 �:50-State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: J A,MF,S (�►+,-rnn�s PhoneNumber: Mailing Address: ,�'6� S�.ssr,,c G.'Q_ City: Q{�oNo ZP�_�:s" ,� Contractor's Name: i9AA ��no,� �u-r/�- PhoneNumber: 7�g-s35�/ Mailing Address: /,f'ZS � STclrl.iNG- ST• City:.,�'s, p�v� Zp: S"'S/� DO NOT MAIL PAYMENT WITH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Uffices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components arP functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24- hour notice is required for all inspections. i (� �� - „ s NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. v 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. ✓ 2. I will be installing the following: A. Tanks: ✓Precast Concrete Other Manufacturer ��c�� Tank Capacities: 1) �� gal. 2) �'DD�gal. 3) gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires gpm at feet of head. High water alarm make & model . Outside electrical work to be completed by installer electrician other . Inside electrical work must be completed by electrician. C. Treatment System: �Trenches: G68 s,f. Mound Depth of rock below pipe /a " Rock bed dimensions 'x ' _� Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. „ Maniford Pipe Diam. " D. Final Cover/Topsoil to be: borrvwed from site �x�s�„�,,, (show location on site plan) -�-- trucked in �'i�e undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: Date: s=ZJ—y�_ MPCA Certi�cation No.: Sy� Staff Review: Approv Denial Reviewer: Date: �a �` Reason for Denial: . � O� CITY OF ORONO O O SEPTIC SYSTEM APPROVAL �� = C ITY of ORONO `�l ��;� �" M��or� '� • v �d ti,�' r�omce soX� . '� _ G c��ssy,M�m s�sz3-oor� ��k'ESH�g'� LOCATION; 560 sussex Cir. OWNER: James Whitmas GENERAL CONTRACTOR: �h a r 1 e s c udd SEPTIC CONTRACTOR: SITE EVALUATOR: s-P Testinq REPORT DATE: Julv 19, 1989 The City of Orono has Approved your on-site system design as of January �, 1994 (approved-disapproved) (date) with the following comtnents: The septic sites as shown on the site plan (survey) do not appear to match the 5—P Testing report. Prior to the system installation, the primary site must be confirmed as being in the proper location. The building permit may be granted as soon as the septic sites are staked to prevent damage. 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. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND(cars, trucks,earth movin�equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Comp�ction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF O ONO By Stephen an, On-site Systems Manager TELEPHONE-473-7357�FAX-473-0510 � � . . � . , ��' � � . � :. �'-� �'�S�'�NG, INC. � 951 KATYDID LANE ; , ' ST. MICHAEL, MN 55376 � 497•3566 , ; -. . ' " ; Steven B.. . S�hir;meXs . � _ � July 19 , 1989 � Nina Wildman Property � Lot 3 , Blk. 2, Fox Bend . Orono, Henn. Co. , MN � This system is Designed �or a Type 1, four bedroom home and in accordance with the Minnesota Pollution Control Agency Chapter 7�080 and local ordinances . ' The soils on this site are typical of SCS soils mapped - LrB - Lester �. loam, more typical of Heyc�er soil at primary site. A seasonally high water table was located at � 30" , 34" 58" & 60" , (mottled soil) . The bottom of each trench must be located at least 3 ' above the .• seasonally high water table. A standard trench system may be installed in the area of TH's #1, 2,3 ,&4 . A pressurized mound system will need to be installed in the area of TH' s #5 & 6 , the future expansion area. The soils at a depth of 22" & 24" have a percolation ,rate averaging 1. 9 min/inch in the proposed treatment area. � Each trench will need to be over excavated a minimum of 12" and be replaced with uncompacted loamy sand. This liner is needed to slow the effluent down for treatme�t. If drop boxes are used with a minimum of 4 trenches , this liner is not needed. • , A pumping chamber �ill need to be installed to lift the effluent to the treatment area. � The power supply. ahd 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. (Mercury floats are a good m�thod) . The supply line pipe must have back drainage to the p•umping chamber. All neighboring we:lls are located more than 100 ' away from the proposed . treatment area. � ' . Keep all heavy equipment off of the proposed treatment area before and after construction' as much as possible. The treatment area should be marked off before construction. - '� • ;; , � � �� . � Soil and Percolution Teata • CONT'D ' , • . Septic Syatem Deaign . �• • • • ' - ' 1 With pro�er installation and maintenance, this system should have no � problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. . � . . � � � . •' even B. Schirmers SBS/ds ' � :w :� . . .— �-o x sr. — � . � Z..3 � � � • � . �' 4 O 10 � • . . r 3 • . . a � � �� • ' • • '►; n, '� ° `' . . . A 'y ' `a '� '1 � . ' `n A , �f � � Q�L� � , � �. ' ' � M h � o � • • n � ., �r 'v � �x ' t� C �'�'�� . . . 2 � . . ��'�� Q. ' d 1� � � �� Q -% D 1 +'0 • p. �. A ,� � , r.. �, c • �. � '��tl . ��; � •a; . o 0 �� A�� , � ,� .; y Z . �� :M1 �i � r � �V n+��'� �r �� : : `��i� �. �.� ; � ��, � n �1 A ; ; � w �1l „ �� c � . �.CF•T c� � (�� p� n�'� . . r�� s ; 1 v 0, y y ' �,� � 4 N � `Y � -� Z n, . • _�;.• ,M, -�o N .y . �,-� � \ o � � . �.�, �1x� � \� , � n, . 1 U �' [,� e` � i A , -1 '�i� sa. -h ' y�. _ �s3� _ • 'I . � .+!!'�,'y,�.",,, 1�\ ��p '. o'..__ f � � . � \) '� 'i , � /� o . y . H � -c�G.lk�:��. �� •_ - -- '° � :o n :�.' • J i ,c:; �� 1 (�b �o�' p/9' , �- ^ ;�� - k � �c..Za��j.' k�" 7�' 1 — � . � X. 'T � ` �`" . . _.�.,�`��.�" r ��' _ __ __..___ . --- o� . o -0 . I 6 �i � , � " . �,�"� � °° __✓ . � . � a, :��. - . ��';� . s� � , �- � . �� ,o � � .�; .__ .____.:.-/ �" �n� `�sO� � �.�i�O' � �z� . ' . � � � x \ --��--- . � • `�� y ,� �'.a � / \� � . Lti • w o ` � � u � / ' / C^ � /� ' ' � , � • � � '� b �� '-� p� � � a°i' .. �� cGi � . , � . . w � �-�� . � � : � � ' - �� --� �1 C�1 � �� . �� ` � �.� � � � . �'� °h`�� ' ' � � � � � - � � � . °h� `�; �- w� � � �� G ,` •�� • � ��fA'�� V`� � � . . � . . � ' � , � � . � � xA � . � � � � �� . . " e � r �� „ ? , � g�. • . � � o �: �+�. I o c � ro � a' , u . . IJ ,,; ```� � �'� m w , y ; �� '� • � cn �[s� � ►.' � � x � y � � '{ ~ . � � G' � tn � � O C' � p ,� N' �' • � . I � � � ao X R~j �� N , � � o' • , • ' _ 9� y � � : a' � � .o ' rJ `A . � vj'i � � G • n � � � ` . , , ti ` '� � �� o� Q, � , � • . uWi c'� � ' '� D i q 0� � O 4� . � ' � �ti o 0 � n � r� , � �. � . . O ,O �-. . ,.,,� � ' • M• � � rt a. M• � a � � � � ' � . . , . N m , , , . s • - - ----- -- --- ex�sting g�ede . �_ - _ -- - � - �h�ck fi�{ 6�min. ��T ti . 3�to4�Iayer of uncompocted - , � - hoy or strc�+vi cevered with =,I O 4�p'� di4. : red resin paper i '� , _ ,'-, ' � � �3,roCk fil;er mderiat . 'SET- BACKS � rcke sidewolis & bottom to � I ov�� xc.�v�� to t� ��,� cF �a." � � � ��r�� l-u-G�Y:F��Cr'T�O �.-c�a:,,� remove smeoring } . :at�0�T��s ��aGQ- �S N�T Y:�-+:-�� r HGUSE � � System�must be� � . � _. _ . _ . _ . . . . - - - . - . �—$�36�-*� f f� ��l�h, c F �-}-�c��-�c.�a�S t,v f �E-oP _ . Tank �� `rom property lir,2s - , l �'C '�O'�-�s r-,�`= '�'s�� _ � `*em wei!s � . . �- = - - -� �'r��a„�p_W_��, ao ;rem b►dgs. . . TRENCH X� SECTIGN - � - - - G� �e�-�� -�t-1 __ � :a u - - � - - - - - - . . . - . ' . � . (min. �f two trenches) - - . . . . . ; - - . . . - T�-}�L'�`'�' L'�J�-' Treatment area �.� from proper!y lines � . (mmc. iength 100 ) - M.Gu��o��• -nti�n. �from we!!s . � . - __ _ _ _ -- -- �„cF �3,�r pt �n�from b!dgs. . . - 1� trom trees w f�.�c� , SOIL BGRING ELEVATIONS � � ' .'• , -�,� � ^.�from Ickes&��s At le�t 4 1/2 of undist�t�ed eflrth �;�mirL �� . 9� •�t , between trenctxs T►-�"I EL.-92�sy '�-�`��9`�S'. � 4 d�a. � � � ; ; s � ; � TH"2 EL.-�2su4 � ;--�---� �-: a TH�3EL.-g�z.� . 7ank Tank �' ' � � ; ..' �--, Grode�/o s � , � , � br �-- �_� ,__� �-� TH"4 EL;-G��I Droa to Tank E`-°`'� `-�N�1 _ . 'C��c..� �- 9 L'7•'-! . Min.i"to 8� , - . , TH.'S EL-3��D � . HP�=o . 'COP ot�uG ti� sS,S ` Max.i'to4' ��'�=p -�N� sN�'+L-�-O� � DRGP BOXES �� s��tS �. - g �o_.s 4"to 6��dio.pipe ._� - SYSTEM OESIGN . . 'TYPE-=, �{BEDROOM - Percofation rote�.9 mu�.lnch (design �-� min./inch)��QFOP ao'x-Es • " ��-30 �� ,� u.�) �� G-�ST++ai/�n Treotment areo requ'sred w/1,� of �ock filter materia!�06 10% =��Y sq.ft. of irench bottom orea needed =—��trench width = lin.ft.�f trench needed , number of drop boxes - !�.3o7+t�nJ�n '� '' �r 1a�� • ' � �00 �6�0 - (to be determined by the insta►ler) ��•tVumber of tonks required� � Ist tank oco gal , 2nd tar x�gol. minimurt�s ��r Cleon rock�,cu,yds. ( 3/4'� to 2 I/2��dia.,inc�udes 2��obove pipe ) . RROPERTY OF� �`��''�A��- —�� go__ M ,. yg ��.�ds. . Lo-� 3 _, C?L�a �ox�cN o CP^;-:^ t'�,r t-a �N7� Lo • ' , � � � • ' S-P/TEST�NG /N� � Note� When castn,cting t►erxhes , this areo should be shoped • Note� Disfonce from treafi�ent o►ea to r►eic�bor�r►q we�k— Desiqned 8y� 7� � �� '�"�—+ -� to divert run-off trom enterinq treatment orea. ...�''g'Y�'�� '`''-'-`��} �°o' .� Oote� /�s?/� , PH. 612-49T-3"v'+� L-13 , CERTZFICAT�ION # 00627 ' Logs of Soil Borinqs "•• Location or Project Wildman Pro�ertv, Lot �3�1Fox Bend,, Orono Borings made by S-P TestinQ, Inc. Steve Schirmers Date 7-10-89 Cla$sifiction System: AASHU ; USDA-SCS .X ; Unified ; Other Auger used (check two) : .Hand X , or Power , Flight , or Bucket X Depth, Boring number�. 1 Depth, Boring number 2 feet Surface elevation 977'4 feet Surface elevation 976.4 � Topsoil d,ark brown loamy � Topsoil dark brown loamy 0 �- 8" sand 0 - 10" sand 1 �, Brown sandy loam 1 _ Brown loamy sand 8"� - 1� 8�� 10�� _ 1� 8�� 2 - � 2 - , • 1 3 - Brown medium sand 3 - Brown medium sand ' 4 - , 4 - 1' 8" - 5',-MOTTLING 5 '-MOTTLING 5 - 5 - 1� 8�� _ 5 � 2" Rusty olive �brown 6 - r, loam . 6 - Olive brown loam 7 - 5 '. - 7 ' , 7 - 5 ' 2" - 7-1/2 ' . 8 - • 8 _ :�. I:nd of boring at � � � feet. End of boring at �-1�2 � feet. Standing water table: � Standing water table: pxesent at feet of depth, present at feet of depth, hours •after boring. hours after boring. Not present in hole X . Not present ih hole X . Mottled soil : . Mottled soil : Observed at 5 � �get of depth. • Observed at 5� feet of depth. Not present in hole . Not present in hole . Comments: � Comments: ' L-13 CLRTI.FFCA'�ION # 00627 Loqs of Soil Borings_ '�•. Location or Project� Wildman Property, Lot Q3 , ��x Bend, Orono . IIorings made by 5-p Testincr, Inc. Steve Schirmers Date �-10-89 Classifiction Syste�n: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number • Depth, Boring number 4 in '� in feet Surface elevation 973 '� feet Surface elevation 975.1 � Topsoil dark brown loamy � Topsoil0dar�,�brown sa�g�ym 0 - 8 sand Brown loamy sand 1 � � 1 - 6" - 1' ' ' Brown sandy loam . 2 - 2 - 1 � _ 2 � 4" 3 - 3 - � Brown medium •;sand Brown loamy sand " 4 - � 4 - 2 ' 4" - 4 ' 10"-MOTTLING 5 - 5 - Gray brown fine sandy silty 4 ' 10" - 5-1/2' loam Rusty 5-1/2' - 6 'b°ro�tneloam 6 - �. 6 - � HIT ROCK 7 - 7 - 8" - 7-1/2 ' � ' . 8 ^ . 8 -:� End of boring at . �-1/2 �� feet. End of boring at 6 ' feet. Standing water table: . . � Standing water table: present at feet of depth, present at feet of depth, hours �after. bbring. hours after boring. Not present in hole � X � Not present in hole X . Mottled soil : '� , Mottled soil : Observed at� ��t of 'depth. • Observed at 4 ' 10" feet of depth. Not present in hole X � . Not present in hole . Comments : • � Comments : L-13 C•�RTIF.ICATI.ON # 00627 .Logs of Soil Borinc�s�'K � � . � Location or Project Wildman Property, Lot �3 , ox end, Orono Borings made by S-p Testinq, Inc . Steve Schirmers Date 7-10-89 Classifiction System: AASF3U ; USDA-SCS X ; Unified ; Other Aug'er used (check two) : ?�iand X , or Power , Flight , or Bucket X Depth, 3oring number 5 Depth, Boring number 6 in 974 .0 ln 975..2 feet Surface elevation feet Surface elevation � Topsoil dark brown sandy � Topsoil dark brown loam 0 _ 8,� loam 0 - 6" Brown loam 1 �- 1 _ 6�� _ 1� Brown loamy sand Brown sandy loam � , „ 1 - 1 8 2 .' . 2 - Brown medium sand 2 ' 10"-MOTTLING • � 1' 8" - 2-1/2' -MOTTLING 3 - 8�� 3 � 3 - Rusty olive brown � Rusty olive brown � loam .loam 2-1/2 ' - 3 ' 10" 3 ' - 4 ' � .. 4 - . 4 - Rusty olive gray . Rusty olive gray � loam strong loam 5 - , 4 � - $ � �5 - 3 � 10�� - 5� Rusty olive brown Rusty olive gray lciam loam 6 - . 5 � ' 6'� 6 - 5 � ' 6 � 7 - 7 - 8 " � • 8 -�. End o£ boring at 6 � feet. End of boring at 6 ' feet. Standing water table : Standing water table: present at feet of depth, present at feet of depth, hours •after boring. � hours after boring. Not present in hole X . Not present in hole X . Mottled soil : , Mottled soil : Observed at 2' 10" ��et of depth. Observed at 2-1/2 ' feet of depth. Not present in hole . Not present in hole . Comments : � � Comments : . ' . .. . . ' • . ' C�ERT.#00627 ' � . �. PERCOLATION TEST DATA SHEET ;� . , �. S-P Testing, Inc. 7-11-89 10: 18 ��m' Pc�colation test readings made by �n �tarting a► p.m. , ��, " ' Lot �3 Fox Bend, Orono 1 7-10-89 Test hole location ��K�� ,Hole number �Date hole was prepared • Depth of hole bottom 2 4 � inches,Diameter of holP 6 �nches Suil data from test hole: � Depth, inches � Soil texture 0 - 8" � Topsoil dark brown loa►ny sand 8" - 20" . �Brown sandy loam 20" - 24" . Brown mediLlm sand 1 Methoci of scratching sidewal� , Kn i f e • Depth of gravel in botto►n of hole 2 � �nches • , 7-10-89 12:OOpm 12 Uate and hour of initiul water f,illing �Depth of initiat water filling �nches above hole bouum - ---- Automatic siphon .� Methcxl used to maintain at least 12 inches of water depth in hole for at least 4 hours ,Maximum water depth above hole bottom during tes� 6 �nches.� � Time, Percolution ' Time interval, Measurement, Drop in water rate, }temarks minutes inches level�inches minutes per inch 9 : 17 prefill 6 10 : 18 10 : 28 " 3-15/16 � 2. 5 10 min 10 : 31 10:41 " ' 3-11�16 2.7 " " 10 : 42 10 : 52 " . 3-5/8 2.8 " " 10: 55 11: 05 ' " 3-5/8 2. 8 " " � 1 r� Percolution r�te = 2•8 minutes pe�inch. . .. � . ' .. . � . � . � ' C�RT.#00627 ' � . � YERCOLATION TEST DATA S1iEET � 1 . � S-P Testing, Inc. 7-11-89 9: 29 ��"'' , Per,colation•test readings made by o►+ starting tt� p.m. , i�� ' � Lot �3 ; Fox Bend, Orono 2 7-11-89 Test hole locutiu� �+�.� �Hole number �Date hole was prepaze�� • Dcpch of hole bottom 2 4 inches,Diameter of hole 6 inches Suil data from test hole: ' Depth, inches � Suil texture 0 - 10" Topsoil dark brown loamy sand 10" - 20" Brown loamy sand 20" - 24" Brown medium sand � � Methoci of scratching sidewal� Kn i f e � • Depth of gravel in bottom of hole 2 ' inches ' ' 7-11-89 12 Uatc und huur of initiul water t"illin� .Depth of initial water filliiig inches above hole bott��m --- � htethocl used to maintain at least 12 inchcs of watcr deplh in hole for at Ieast 4 hours Not needed due to ' sandy soi 1 s ,Maximum water depth atwve hole bottom durinb tes� 8 inches,� � Time. Percolation ' Time interval, • Measurement, Urop in water rate. ltemarks minutes inches level,inches minutes per � � inch � 9 : 29 9: 36 ' 12 12 . 6 Z. min � 9 : 57 9: 59 ' 8 3-13/16 .5 2 " 10 : 00 10 : 02 : " 3-1/2� . 5 2 " 10: 07 10 : 09 � " 3-3/8 .6 " " 10 : 12 10 :1� � " . 3-3/8 .6 " " � ' i � �r _. w Percotation ruie = •6 minutes per inch. . ��.� CE12T.#00627 ' . �. �ERCOLATION TEST DATA SHEET ,'� S�P Testing, Inc. 7-11-89 9: 30 �:m: � . , Percolation test readings made by o� starting a� , � (�IK,oL ��w�., . Test hole location Lot �3, Fox Bend, OronoHolo number 3 �Date hole was prepare� �-11-89 . Dcpth of hole bottum 2 4 �nches,.Diameter of h�lr 6 �nches Soil dattt from test hole: � ' Depth,inches � . Soil texture 0 - 8" Tops�il dark brown l�amy sand 8" - 24" �rown medium sand . i Method of scratching sidewal� Knif e� 2 � . ' • Dcrth oC gruvel in bottom of h�lc inchcs - • � 7-11-89 12 Uate und hour of initial water filling ,Ih:pth of initial water Clliqg �nches above hole buuum -- Mcthcxl used to maintain at least l2 inchcs of wat�r depth in hole for at least 4 hour� Not needed due to � � y ,y ,( Sa nd s o i 1 s �Maximum water depth alwve hole bottom during tes� 8 inches I Time Percolation ' Time interval, Messurement, Drop in water rate, Remarks ; minutes inches level,inches minutes per I inch i ' 9 : 30 ' 9 : 36 12: 12 .5 6 min i9 : 43 9 : 45� , 8 4-3/8 .5 2 " 9 : 46 9 : 48 " 4-1/4 . 5 " " � 9 : 49 9: 51 " � 4-1/8 . 5 " " i 9 : 52 9 : 54 ' " 4-1/8 .5 " " I � . � � � I � . � . I � ' i , _- i . , ► ' � • � I , IPercolation tate = •5 ; minutes per inch. i . , r , ; ' . , ,, ^ _ , ` C�RT.#00627 I � I . P�RCOLATION TEST DATA SHEET ;� ! ' �. a.m. � Peccolationtestreadingsmadeb S—P Testinq, InC. o� 7-11-89 st:utingu� 10: 19 �� . . ��, \�� IJulrl Testholelocation Lot �l3 , �ox Bend, Oron 4 7-10-89 �-lule number �Date hole wus prepured UcPth of hole butto�+ 2 2 inehes,Diumeter of hulc 6 inches Suil data from test hale: �. Uepth, inches , Soil texWre 0 - 6" , 'Topsoil dark brown sandy loam 6" - 12" � Brown loamy sand - � rown san y oam . ' i Mcthod of scratchinb sidewalL Knife � � 2 • Uepth of gravel in bottom of h�le , � �nches ' Uate and huur of initial water fillin� � �-10-8 9 �2 ih 0p m 12 __ b , �p f�iiitial water fillin,� inches above hole bouum Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC siphon � ' . 6 ��• .� ,Maximum water depth alwve hule bottom during tes► inches Time' ' Percolation . ' 1'ime interval, Measurement, Drop in water rate, lZemarks rninutes inches level,inches minutes per inch 9 : 17 prefill 6 10 : 19 10 : 29 " 3 3.3 10 min 10 : 30 � 10 :40 � � " 2-13�)16 3. 6 " " 10 ; 43 10 : 53 " 2-3/4 3. 6 " " 10: 56 11:06 ' � " 2-3/4 3. 6 " " ' I I .- . I 't . a I'ercolation rute = 3 ' 6 minules pe[inch. � ��. , CERT.#00627 . . �� PERCOLATION TEST DATA SHEET �� ., � , . . � . . � " S-P Testing, Inc. 7-11-89 9 :33 a;m: ' Percolation test readings made�by �n starting a� , � • ��,�� , Lot d3 , Fox Bend, Orono 5 7-10-89 Test hole locutio� L►K 4� ,Hole number ,Date hole wus prepare� • Depth of hole botrom 18 inches,Diametec of holP 6 �nches Soil data from test hole: � , Depth, inches ' Soil texture 0 - 8" • Topsoil dark brown sandy loam 8" - 18" , , Brown sandy loam , , i Knife Metha!uf scratching sidewall 2 . � i�pth of gravel in bottom of hole inches �' 7-10-89 12: 00pm 12 Datc and ho,ur of initial water filling ,Depth of initial water Clling �nches above hole botwm . -- -- Methai used to maintain at least 12 inches of water depth in hole for at least 4 hour� Automatic s iphon ' . � 6 ��+ � .Maximum water depth above hole bottom during tes� inches. Time Percolation ' Time interval, ,Measurement. Drop in water ' rate, ltemerks minutes . inches level,inches minutes per ' inch 9 :17 prefill 6 9 :33 10 : 03 " , 2-1/16 14. 6 30 min 10: 06 10 : 36 " 1-15JY6 15. 5 " " 10 : 38 11:08 " � . 1-13/16 16.6 " " � , . �� - � . � � � Percolation rate = �•6 � �inutes per inch. . . � . • � . . - • !• ' • , • I CERT.#00627 i . PERCOLATION TEST DATA SHEET " � i � � � . � , . � -,. S-P Testing, Inc. 7-11-89 9: 34 a:m: � � Ycrcolation test readings made b ' o� • starting a� , • . � (� K,� ' . IJatrl TCtiIIIUIC IOCBIIOn Lot !3, Fox Bend,� Oron� 6 7-10-89 , ; , ole number ,Date hole was prep:ue�� 18 6 , Depth of hole bottom inches,�iameter of hole �nches , � Suil�lata from trst hole: ' Ucpth, inchcs , Suil texture 0 - 6" ' Topsoil dark brown loam 6" - 12" Brown loam 12" - 18" Brown loamy sand . � Method of scratchinb sidcwall Kn i f e •• Depth of gravel in bottom of hole 2 �nches • 7-10-89 12:OOpm 12 � Uate and hour of initial water filling ;Depth of initial water Cilliq� �nches above hole buttum ----" Methud used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatiC S lphOn � � ,Maximum water depth above hole bottom during tes� 6 inches ~ � '1'ime• Percolation ' 'fime intcrval; Measurement, Drop in water rate� ltcmurks minutcs inche� level,inches minutes per � inch �9 : 17 pref i 1,1 6 ' 9 : 34 10 : 04 � ' " 4-15/16 6.1 30 min 10 :05 10: 35 . " 4-il%16 6.4 " " 10: 37 11:07 . � " 4-5/8 6.5 " " , ; _._ . � � � ' :� .. �� . . .. Perculation rate = 6•3 minutes per inch. DATE TIME CITY OF ORONO CALLED IN ��J�T�� INSPECTION NOTICE SCHEDULED i � ' � •,/' C� PERMIT NO. �� S COMPLETED /( ADDRESS � O OWNER•�e�-� � � CONTR. - �-c_ � TELEPHONE NO. `�I3��- ��3 '`�� `��--e � DESCRIPTION ✓n��.�%�,��' � 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS � Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS J 07 DEMO—FINAL 27 T. 21 COMPLAINT = 09 PLUMBING RI SEPTIC INSTALL.'� 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEP � OWNERICONTRACTOR TO MEET YOU: ES_NO � COMMENTS: —��' ' c.Jv'L� /��l��C� W " � G �� I . j � � � O � � � ^ �� O � W � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED G PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �- pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ' 1 CITATION ISSUEp ❑ INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor o s'te: inspector. White Copyllnspector's File Canary CopylSite Notice ATE TIME CITY OF ORONO / CALLED IN ��/'� INSPECTION NOTICE� � � �� scHEou�Eo %/��i=�� •r--' �% PERMIT NO. � COMPLETED _---__ �%� ADDRESS -� � � � _J - OWNER _ �� . CONTR. „ TELEPHONE NO. � � DESCRIPTION 1�n � 01 FOOTING 11 MECHANI AL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORENNETLANDS Z04 WALL BD. 12 WATER HOOK•UP 34 TREE REMOVAL Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS v 07 DEMO—FINAL 27 SEP71C MAINT.__ 21 COMPLAINT = 09 PLUMBING RI 15 SEP ALL.\' 22 FOLLOW-UP � 10 PLUMBING FINAL NAL � OWNERICONTRACTOR TO�ET YOU: � COMMENTS: y- � �'� � � ,� W � � �� J -� O '' � � r� � , 0 � W � Q � Z W � W � � � ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLETE w � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION' TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �'CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract si Inspector. White Copyllnspector's File Canary CopylSite Notice