The URL can be used to link to this page

Home My WebLink About1997-009072 - replace septic system PERMIT �TY OF ORONO PERMIT TYPE: _-.:� -- -� �' z� C Kelley Parkway- P.O. Box 66 ��`_i;'��' � ` r� Permit Number: �..4:�'� Crystal Bay, Minnesota 55323 - . (612) 473-7357 Date issued: F.�:;::� : ; _``.�? SITE ADDRESS: ., ._ _ . .V i't°��i�''',�--._ .-.',:.:� ''; -;t� DESCRIPTION: a.L'.».. ._. . . . . .. _. . ..... - "•i' �. � . . '�r'`!i'ii:j,F. f r_,r'. (`{.�;t�:l _�._.' ` - - _ ' '` > !" -t:,.+.%F'.;?' ��t .,_.. ___ ��f'6i^�:; : ��ai: t i%,`,r�'�F'j;_.F-. F��.3:,:(� i �\::�i REMARKS: FEE SUMMARY: ._�.___ �===' �� ; ;,; _�^, . �sE'��:ct? _.__.._.___ �; 4':Y `E'�_.+;.;..i c.:�, ?'t:l 1 , =.r_y CONTRACTOR _ _ � ' `- ' 01111NER, ,- , � ; .�w;- - _ -._ . ._. .-.. :`; : .,u �.. '.': , � ,,_ ,. ;�;=:=; ° - _ _ . __. =t.i��:=�i_;� .:;'�:, ��: ._ _ _ _....... .... _ � _ . _. �,��_��"C_ya_i+-_. . . . _ ._ _ v _ -.� . ,...� n;'r.j L:,�. __ ._.. .. : -r �, - >:�..s , `,t� �'� :5:'�- -:'i..� k T<' '.��"� G..f„'" '"j�_ t r- ._F_� _ _;_i�'+%`:�.. . :r'.'�.___ . .r.�s `i':.... _ . _.. .. . _ _ !� . _. . .. ._.. . . ._, . ...,.. ...,. .. ri�"�� _. . _._ __.y? ,- , . , _. . � _. .-_ � i _ ;'1!i.w�� i ¢ � ' �� •�•. .�e�-. ,. . � i�_.7 , ,! ;,�� . ."?'.�'.._::�� _ `_� �s��,'__ .. _. .c�. ._. m� i `.._ _ . _ _ . _u L��. ._ ._ :� 1 1 �i i�i._e». .. _ 'i _. � _ _ r�.. , -.T r.„t_ ._... �. �,' :}�_ -s ' _.-.Y : ;z ��-_: : ii��.�..`�.� . �'{•.... " }. . __. _i3^� ii.$ . .. .t�.� � v*�� ...� 1f_.._E_. ._ r _�E.�`. r...� •`�%_ .�... ,�.. . .. . i �. __ »�.. � _ _ . .. ._ _ _ � � �, �� .� PLICANT�PERMITEE SIG TURE ISSUED BY:SIGNATURE . � /,� � Z + CITY OF ORO\'O SEPTIC SYSTEI�I PERlZ�IIT APPLICA'ITON Box 66 (2750 Kelley Parkway) Crystal Bay, Ni�t 5�323 Jos srr� aDD�ss: � .3-�� '�- /�� l Occupanc�• Type: Residential /� Commercial Other _ ____ ;_� Permit T`•pe: i�'eiv r Replacemen�System, $100.00 � Re ai�xis�irig System, $ 50.00 P (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees O�mer's I�'ame: ��-r'�� PhoneNumber: Nlailing Address: City: �p� Contractor's Name•� G�� -yvL PhoneNumber: -��' �f 7� -/7l� Z Nlailing Address: �l0 3 ��"— S-� S � City: �cx�-�- Zip: s"S� 3�3 DO \TOT 1�IAIL PA'YI�IENT WTTH THIS APPLICATION GEtirERAL I�'STRUCTIO\TS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must no[begin unless the permit card is on the job site. 2. Pernaiu v.�ill be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Desi?n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4, The followin; 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 coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required afcer rouQh-up but prior to sand placement (sand will be jar tested for silt content), and a�ain during pressure distribution pipinJ installation in the rock bed. D. Fi.nal inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holdin�NIPCA Installer Certificate shall be present durinJ inspections: A 24- hour notice is required for all inspections. � NOTE: Applicant must irutial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system desi�n including the City of Orono Septic System Approval Cover Sheet. 2. I will be installin� the followinQ: A. Tanks: � Precast Concrete Other Manufacturer Tank Capacities: 1) /c�� gal. 2) � �al. 3) gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system desi�n requires gpm at feet of head. Hijh water alarm make & model Outside • ' electrical work to be completed by installer electrician other Inside electrical work must be completed by electrician. C. T�reatment System: �rc� � � ��55 Trenches: �� s.f. Mound Depth of rock below pipe " Rock bed di.mensions 'x ' � Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. " Maniford Pipe Diam. " D. Final Cover/Topsoil to be: � bonowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees 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. � �,- //- � � Signature ofApplicant: Date: MPCA Certification No.: �� Staff Review: Approv 1 �� Denial �' � ^ � Reti-ie�ver: ,�--�-�' Date: jf�^��/ Reason for Denial: '.._ �: `"�_r0�� f� � June 15, 1995 - - ��' �JUN � ;9 �995 ,. , . ,, Mr. Steve Weckman City of Orono P.O. Box 66 Crystal Bay, MN 55323 Dear Steve: I have enclosed a copy of the On-Site Sewage Treatment System that was designed by Steve Schumers of S-P Testing, Inc. for my home at 635 N. Ferndale. Please review the attachment and send me the documentation and/or approvals needed to proceed with the project. I did have the e�sting tank inspected and it is of the old construction, therefore, I will need to have the tank replaced also. I do not plan to begin construction on the project until next suminer. If you have any questions please call me during the day at 946-4305 or at home in the evenings at 473-3947. Sincerely, r '"�, �,�^^'� a � L',any Jacobson 635 N. Ferndale Rd. Wayzata, MN 55391 . . . �-— ��—� �� 9 CITY O� vit(?Nl7 / �' `�'� � � , z � "�' SF,i�'IC SYJTEI�I APPROVAL �� e �� K � ;�� -1 ,. �� : �� `�� CI�� c�f I�R.��'� �r� 1�\'jaj;,t �� . �`�1 ��`�`} btunkipal U(Tices ,�+� f1t �'„�< 2`�(�'' `�� , �s � Post Otfice Box 66 �"� r, t�i��Y,d1t`+�., �J�' Crystal Bay,hiinrxsotn 55313-0056 \�.��yi�`'.(�I�`��,�j/ ��_.5�--�� _—._� LOCAT�ION; 635 Ferndale Rd. N . �`u�kJl�; Larry Jacobsen GrNI:IZAL CONTI�ICTOR: SEPTIC CONTI2ACTOR: 5ITE EVALL1r�TOR: S-P Testing IZEpORT DATE: May 29, 1995 'I'Iie City of Orono has Approved your ori-site system design as of June 29, 1.99 5 (appcoved-disapproved) (date) tivith tl�e follo�ving conunents: The septic systern upgrade must be made concur.rent with the porch addition to the residence. 'I'��IS IS NOT A P�RIVII'�. Tliis is a design approval form whicil cnust accumpany the site pIan. A per,r;�ie musk be issued to a licensed septic contractor pcior to installation. A list of currently licensed ;eptic co��tractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior appi-oval ef ch� Inspeccor (473-7357). Call for inspec[ions 24 hours in advance. ALL URAINFIELD AREAS MUST BE FENCED UFF prior to building site excavation and fencing t�.�ust remain in place until final site grading. Approval to pour footir.�s will not be granted until tlie Inspections Department has verified that primary and altereiate sites are adequately protected. I�ia VEIIICULAR TIZAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed witliin 20' of tested drainrield sites either before or af[er system construetion. Compaction of these areas co�ild rencler thezn unusable prohibiting the timely completion and or timiting the long term use of the property. A site copy will Ue available at the City Offices for the sep[ic contractor. CITY Ur ON g � ��/�'�'_...� Y --> �— Stephe 1� ckman, On-site Systems Manager . � TELEI'IiONG-473-7357•FAX-473-0510 ' L ; S'�'' .I'ESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627 ' + � 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 May 29 , 1995 Larry Jacobsen 635 No. Ferndale Orono , Henn. Co. , MN This On-Site Sewage Treatment System is Designed for a Type 1 , four bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances . This site has an existing non-conforming system with the bottom of the system less than 3 ' ta the seasonally high water table (mottled soil ) . A Soil Boring into the syste:n indicated the system is hydraulically overloaded. The existing tank may be used upon approval by the local Inspector. The tank must be water tight. The soils on this site are a clay loam & sandy loam. A seasonally high water table was located at 30" to 38" . A Shallow Trench System may be installed 12" deep with an Interceptor Drain. The soils at a depth o£ 12" have a percolation rate averaging 6 . 4 min/inch . An Interceptor Drain will need to be installed at a minimum depth of 4 ' below the bottom of the first trench with a maximum of 4 trenches . Also a 10 ' horizontal distance between the trench and Interceptor Drain. The Interceptor Drain must be backfilled with 3/4" diameter rock or clean sand or gravel . If sand or gravel is used, the tile must be wrapped with filter cloth. The rock must be backfilled within 12" of original grade & backfilled with 12" of original soil . Approval will be needed for 75 ' setback from the wetland or Lydiard Lake . All neighboring wells are located greater than 100 ' away from the proposed treatment area . Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs . CONT' D � . Larry ,7acobsen 635 No. Ferndale Orono ( 2) With proper installation and maintenance , this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers , etc . ) human waste & toilet tissue should be disposed into the septic tanks . Garbage disposals are not recommended. Excessive amounts of soaps , cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tank through the manhole by a certified pumper every year if you have 1 tank and every 2 years if you have two tanks . Lydiard Lake has a 150 ' setback, approval will be needed to be 95 ' away. ��L.�<�� i Steven B. Schirmers SBS/ds ��is�� .�� ..o i�w� -CvF�o�tr. �-1�+��d o�+C�x„oEc� �-. — -�— — —— ----- --- ��9 9rad2 � isc.c.�L� bac�'m;��c�c,''�� W)�'�-t:,�a� ��o c,�•Kos • 3�to4�� layer of uncompocted � a.', ' hay or straw covered with-� O 4 P�Pe dia. r2d rosin poper i � -� L�rock filter materiol I SET- BACKS rake sidewalls � bottom to � � � r � i m,n ao wlti� � remove smearing � I HOUSE System must be� {�--�'36--+� , , Tank � from property lirres �5 � 4 - �' �� ,�,.��E�,�� ..2i from weils ', �,;�� .��,.{ 34 from bldgs. TRENCH X- SECTION ��'"�`'� f u,�f,�:<.ti-R u.�; �„�ui' (min. of two trenches) Treatment area � from property lines (mmc. length 100�) 1?.�-��-`e� �-¢�'-�� . MAN4�o�s -ml�n. 2��,from welis },,��or ,3�K �� ao from bldgs. SOIL BORING ELEVATIONS _� �;from trees 94 � � � � � 1� from lokes a sireams At least 4 I/2�of undisturbed e�th � ' ��4�betweert�tren � i �min. 4�dia. i qt.S , � � ; , ;- �, TH.�I EL.-�...o EK�s�i'�„ ---�, ;- ' � TH. 2 EL. -�._� F,.�,�,.,� �__� � Tank�'y Tank ��__� ' _c�_��---, GrodeJ�%slope TH K3 EL.- P,, Drop to Tank rc�-«ti� L�ra� �s� -�' '"-' �--' TH. 4 EL.-_3L.Q -�'wG-'u��k. _{w-.91,b � �a,''-to ��o �� TH.'5 EL.- Min. I��to 8� ��c��-�-p A� • Fa�is�C>>--�e�'„��-�'. Max.l"to4' DROP BOXES ��.Q o� „ ,� —9y._ 4�to 6��dia. pipe SYSTEM DESIGN TYPE�S,�j BEDROOM - Percolation rate �•U min.�nch (design � -?� min./inch) (.�-e�`^'� �`�- Treatment orea required w/� of rock filter material`�01+10% =��1 sq.ft. of trench bottom orea needed =.?�� trench wid?h =�'%•-� lin.`t.of trench needed , number of drop boxes `'� (to be determined by the instoller) Number of tanks required� , Ist tank o�� gaL , 2nd tan �ry�go�. minimums . � Cleon rock�cu.yds. ( 3/4�� to 2 I/2�� dio.,includes 2��above pipe } PROPERTY Or��-��-`� ��`i�� !�,2 � �J O. C"t��?-?T�L:Ut= . � "7��lf� 1,n� �.��✓.�'S�;� n� • S—P TEST/NG /�11G: � Note= Dis!ance from treatment oreo to neighboring v,eiis— upsi ned B � �� L'— Note � When corst�vcting trenches , his areo shoufd be shaped L�� !D,� ' 9 y io divert run-off from entering treatment area. Do!e �L�/�lG.r� PN. 5t2-497-35F �,,. ;.-,,Y_ _ . ' �-��;r �,^4, �y � �Cr'S `o'�l.l?�'E- RS _ ' '�� ti.rc� Sil�vG'��-V i ' �E e.5 �� , �\�\� � .\r � i y / � 4-OL� T Gs� �� _ �f Q;/ S'��ESG`� �� ,)�K�"4�-�C'-f�''�— O . ' � O �ti�� C�-Y1>>-1 � k ` �3– k`_.� ��9.0 / . 7 �9 _ ��, �,.� � c.�a�c44o9�a� � .��/�� \ � � \ • - ; _ -�;,_; � / " _`. �.:-. s 9Y.3 � `:y � p.r(�� _�= �0 �` 't�X � l " �t„v x r1 �� • - ,,X� "�,' \� ; , , � _ �:��._�.:u_ ` .,.� .. > �+ ,� ;,�� ✓ / � . . ' � �.r J� - ' • 3� � / a4 e �? +'� '� �'-'+J r,::as� � I ' �? m L-r�sTr..i�, - o. �. . �`\ �\\ �F-�1 Ss''b � \ ��W�LL l i� .�� ss�y h' EX KT i�t \ / ' i �� €�.7 �;:NK "fEM� y0 ! \� i H �'G Wt % �S o 4 a� 'g-A S�r�.��-� � } �' \ �� 35 _ \ t:o \ �'` i -v �� Y�Qas�o - -Cr,t�-�-� , / � , � �,_i�3 a-� �r�-� s��,�- � R'�v/k- �`b t s C�.f't ��3' ` 1 \ � w ev� -C�G�c.�-;�S a�'i�->N.cT �,�/� '�' - - ` V�:E' +w D yi�`'✓ �G/L�— /OD,OZ'i i u5� �1-S�Gs�cl��S �3'�or�l, \ / '� ' �� /' F�� . - \ � � +�.�r � \ � �i�� ,�I � � ` �x� ��c�� I ° s perco�a!ion Tests Scole= _ `'� : � � ��,� `��5-��,�,� I ° xs�� ao<< S '� .,�, � � , � � � _ �" �� —�� ,� �1,� �� eenc�; Mork �I _ � �� X" " �- . ; Note� Th�s systern is to be cons'ructed to m�i � %�C�' ��- �� the Mcnesolo Polfu!ion Con!rd A;,znc�r I � ,.� �, �� j �j � - � _ Chapter 7080 & •Local Ordinance� �� :-:� Nr} �+,��1,� ` � ^�`' ! f�' C`�'R � �3tLD11�10 . I�� R �, �� , • � � Check aIl underground utilities :J�_.- • ' 1 ` � I ' �'1y,,,,^K1.�5 "i � F�/�T- r �� 13 ' PLRId1'i' PfA. V _ � -l �•'� cl \ �rJ �I�I�� APPF?04'�v �i �i�bfr�iTT�D �PERTY CF: �1�'�'�'J �i-�C� St=�_ � I ,� �i �.�..� � � �{,;1,�`�,J .\ r AQPflOV ED N1 tTN �ORRE�G'TiON9 �S N 0 .�, i ��+�� (1„`-� �,,,) � i�.� � i-� NOT APPROVED — COR�dEGT � RESUB� iT s� 1`a� . '�fZ��..�'� _ b+� , „ , fiheie cen►mtn. . �m�e1Mr:. A{I work �f� �N \�%�..�. , G, + � 04�lJ O 1`�l � � � i � , ,,JM'.:fi'1t7Ce,w'th Pil� 6q�?�r 6FJ'€s ..��cY,.'�'c & M11 � _ — �\ ~ �U lU�fi�i.ch . .- , , . µ. . ^•r. 'n. ..k •��. � k r,.. , , � S-P TEST/NnG//NC-. � / Desiqned By: ��--- G' CU. `�_� .r.�— � � Ca'e�S�/1/�j..� Pt�.6�2 -497-3566 � . J r — 1NllIV1UUALSEWAV� 'IKEA"1M�Ni' SYS�1'EM WU1tK5H�h1 � D-25 �'�W Estimatcd Scwegt Flow in C�Uons pct Day(gpd) A. . Estima�ed LD U gpd N�bcr measured -. X 1.5= - �j� o( Typc 1 Type II Typc III Type IV SEPTIC TAI�1K VOLUME t�`d`°°`r'S , B. � --f Q�Q gallOns 3 a 0 300 218 � 4 bOp 375 256 i°` 5 750 450 294 �� SOILS(Site evalt�adon data) 6 90o szs s32 � ,r i� � i�so t,00 s�o ot°" C. Depth to restricdng layer= ;�p -I i� ?,�� feet g �Zoo 6�5 408 `°'"�' D. Maximum depth of system C-3 ft= I�"�� '�� feet E. Percolation rate_(��____I�tPi �� __�__ F. SSF �_�7 ;:l )r%`_;,<i , �qti�� I�.-z.G �� _ -... .�.... ;�,_,�: :� _.. : � - '`' . ;.�.�i � � -- ,,t G i TRENCH BOTTOM AREA B�� 8��°� �'�� H. For trenches with 6 inches of rock below the pipe: A x F= x = s ft of bottom area 2 or less 750 1,125 q 3 or a 1,000 1,s00 I. For trenches with 12 inches of rock below the pipe: 5 or 6 1,500 2.250 A x F x 0.8 = .�'o x ,L�,'�x 0.8 = Y`" I sq ft of bottom area-1tih�� °`8 2•000 3,000 J. For trenches with 18 inches of rock below the pipe: over 9 Sce f,g.C-6 (z 1.5) A x F x 0.66 = x x 0.66= sq ft of bottom area �;,o,,,�,�,,eo4ie.q,,,�,ti�,,,o,k,,,,��,m,a„ K. For trenches with 24 inches of rock belo�v the pipe: r�,,,,�r�„ �,,;� ;';,, A x F x 0.6= x x 0.6= sq ft of bottom area M"°'��d s�il r«c�,� °"'' ''=„� BED BOTTOM AREA Fastcz[han 0.1• oarx Sand — — 0.1 to 5 Sand 0.83 1.20 L. For seepage beds with 6 or 12 inches of rock below the pipe; o.i�os FineSand� �.6� 0.60 1.5 x A x F= 1.5 x x = sq ft of bottom area 6 co is u,ay t,o�, �.zZ� o.�v 15_to3Q___- ._Loam Q.47� 0.60 3]to 45 Silt Loam 2.00 OSO ROCK VOLUME IN CU FTg s�oWQ i��-- �,��y� 2�� co�a� M. Rock depth below distribution pipe plus QS foot times bottom area: .��o��e �.g�� M =Rock depth,+ 6 inches x Area(H,I,J,L,K) U�eryccr.tornpi�pmru.dr.o:la "So�h..v+g SO�L or ot fv�e or vw Sne..nd ( J.r i +O� ft)x 4'�1 — �1=��Ct1 ft •-s�..�.�ba�.�,�.�aa.Y�a — wWLtion d.n inpw+d.wdud.y.ia. ROCK VOLUME IN CU YDS � N. Volume in cu ft divided by 27 M+27=cuyds�+27=�cu yds ROCK ti�VEIGHT O. Cub�c yards times 1.4 = tons 6 inches= 0�'o Reduction* N x 1.4 = tons�_x 1.4 ='�i tons 12 inches= 20% Reduction' 18 inches= 34% ReducEion DISTRIBUTION 24 inches= 40% Reduction (Check one based on slope) *sizing for gravelless trench Bed (less than 6% slope) Trenches �Drop boxes(any slope) DistribuHon box(level to slightly sloping) r•r•r.r•r•r•f•r•r•:•r•r•f• T TRENCH LENGTH �•ti•�•�•�•ti•�•ti•ti•ti'�''ti'ti•� f f r.r•r.r•�•f•r.f•r.f•r� 2 inch Covcr P. Select trench �vidth= � ft � '�� ` ~ ~ � 1 ��~ ~ � ~ J� f.f.�•f-r.:•�•r•f•f•f•f•�• �.ti.,.ti.ti.ti.• •ti.ti•,•ti•ti•ti Q. Divide bottom area by trench width: (H,I,J,or K) -P= f'f '�"f '�f�'�f� � :.ti.ti.ti. ti•ti•ti•ti•ti .}•l•J•J t•d•t•J• ti.ti.ti.ti. ti•ti•ti•ti lineal feet tifti;ti;ti, f�f1!tif� 4 inch Pipe ��=�_�lineal feet f�f�'�` f�f�� .ti.ti•ti• �•ti.ti•1 J•f•l•f• f•f•d•.'• 1.\.1•ti.ti• 1•ti•T.ti•ti LAWI\T AREA �:tiftirtifti:ti:ti.lflftiftiftijtif'ti f'f'"r'''f'f'"f'f'''''f� la�� R. Select trench spacing,center to center= � feet �f:f'f�f%�l�J~l~l�rtf,f,f1f~ ♦.ti•ti•ti•5�•ti•ti•1•ti�ti.ti•ti•ti•1 S. Muitiply trench spacing by lineal feet R x Q=sq ft of]awn area f'f�f�f�`'f'f�f�'�'�'�f�f� ti•ti•ti•ti•�'ti'�'�''''•'�'"ti'~ �24 inch r•r•r•r•r•r•r•r•r•r•r•r•r• �_ ti�ti�ti�ti�ti�`��ti�ti.ti�ti�ti�� o�J X �/ -r�� Sq ft `fif�,r�fi��J�J�l�J�l�J�t�� ROCk HCIOW TIIC P1FX J.t•f.J.�•!•f l•�'f�f�j•f• � ti.1•ti•ti•t•ti•ti ti•1•ti•ti•1•ti•'L f•!.J•l•l•J•f l•f•r•f•f•f• ti.ti.ti.�.ti.\•\•1•1•ti•1•ti•1•'1� LAYOUT(Use other side) �f;��tifti'+'•ti��'•ti'•�'•��f�� 1.Select an appropriate scale;one square= feet. 2.Show pertinent property boundaries,right-of-way,easements. 3.Show location of house,garage,drivetivay,and all other ) improvements, existing or proposed 4. Show locadon and layout of sewage treatment system. S.Show location of water supply �.•ell. 6.I?imension all set backs and separation distances. Figure D-26 �CFRT.r00627 , . PERCOLATION TEST DATA SHEET S—P Testing, Inc . o� 5-17-95 �cartinga� 3 � 17 a.m. Pcrcolation test rcadings made by ��• iJurN 635 No .Ferndale 1 5-16-9 T�st hole location , Holc numbcr , Date i�olc was prepared Dcpth of holc bottom 12 inches, Diameter of holc 6 inches Soil d�ta from test holc: Depth, inches Soil texture 0 — 6" Topsoil dark brown sandy loam 6" — 12" Brown sandy clay loam to sandy loam Method of scratching side�vall xni f P Depth of gravel in bottom of hole 2 inches 5-16-95 11 : OOam 12 Date and hour of initial water fillin� , Depth of initial �vater fillinQ �nches above hole bottom A4ethod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 3 : 10 prefill 6 - 3 : 17 3 : 47 " 5-1/4 5 . 7 30 min 3 : 52 4 : 22 " 5-1/8 5. 9 " " 4 : 23 4 : 53 " 5 6 . 0 " " Percolation rate = 5 • 9 minutes per inch. 'GERT. �00627 , � . PERCULATION TEST DATA SHEET S—P Testing, Inc. o� 5-17-95 3 : 18 a.m. Pcrcolation test readings made by J�� starting a� � Tcst holc location 6 3 5 No .Fe rnda 1 e , Hole number 2 , Date I�ole was prepared 5-16—9 5 Depth of hole bottom 12 inches, Diameter of ho1P 6 inches Soil data from�est holc: Depth, inches Soil texture 0 — 6 " Topsoil dark brown sandy loam 6" — 12" Brown sandy clay loam Mcthod of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 inches 5-16-95 11 : OOam 12 Date and hour of initial water fillin� , Depth of initial�vater filling inches above hole bottom I�Tethod used to maintain at least 12 inches of water depth in hole for at least 4 hours_ Automatie s iphon 6 ,Maximum water depth above hole bottom during tes► inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch refill 6 " : 8 3 : 48 " 4-1 8 7 . 3 30 min 3 : 51 4 : 21 " 3-7/8 7 . 7 " " 4 : 24 4 : 54 " 3-3/4 8 .0 " " Percolation rate = 7 - 7 minutes per inch. .CERT: n00627 , , , PERCOLATION TEST DATA SHEET S-P Testing , Inc . 5-17-95 3 : 19 � Pcrcolation tcst rcadines made by on starting at �,�� rem�� Test hole location 6 3 5 No .Fernda 1 e , Nole number 3 , Date hole was prepared 5-16-9 5 Depih of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test holc: Depth, inches Soil texture 0 — 10" Topsoil dark brown lo�m 10" — 12" Brown clay loam Method of scratching sidewall Kn i f e 2 Depth of grave) in bottom of hole inches 5-16-95 11 : OOam 12 Datc and hour of initial water filline , Depth of initial �vater filling inches above hole bottom 1�4ethod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon ,Maximum water depth above hole bottom during tesc 6 inches Time Percolation Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per � inch 3 : 10 prefill 6 � 3 : 19 3 : 49 " 5-1/2 5 . 5 30 min 3 : 5 0 4 : 2 0 " �� 4 : 2 5 4 : 5 5 " �� . Percolation rate = 5 • 5 minutes per inch. CL:RTI[�IC;I�'PIOIJ �# OU627 Logs ot Soil t3orin� Loca�tion or Project Larry Jacobsen, 635 No. Ferndale , Orono IIorings ,mae3e .by S-P Testinq, Inc Steve Schirmers Date 5-16-95 Classifiction System: AAS3i� ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, IIoring number 1 Depth, Boring number 2 in in feet Surface elevation 86 . 6 feet Surface elevation 87 ' 2 � - opsoi ar rown san y oa � - � � _ 6�� 0 - 6�� Brown sandy clay loam to Brown sandy clay 1 _ 6" - 1 ' sand loam 1 - loam Brown sandy loam 6" - 1 ' 8" 2 _ 1 ' - 2 ' 4" 2 - Brown sandy loam Brown loamy medium sand 2 ' 4" - 2 ' 10"-MOTTLED 2 1 " 1 ' g" - 3 ' -MOTTLED 3 ' 3 - Rusty brown loamy medium san 3 ' 2 ' 10" - 3 ' 4" Rusty brown sandy loam 4 _ 4 - 3 ' - 4 ' F2usty qray silty loam 4 ' - 5 ' 5 - 5 - . � Rusty brown medium Rusty gray loamy sand fine sand 6 - 6 _ 5 � _ 6 � 2�� Rusty gray loamy fine � _ � - sand w/2" layer of gray silty loam 3 ' 4" - 8 ' 6 � 2�� _ 8 � 8 - 8 - End of boring at g � feet. End of boring at 8 � 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"-feet of depth. Observed at 3 ' feet of depth. Not present in hole t�ot present in hole Comments : Comments : LLfljl�' LL�,L1U1� lf �/VUL / Ll.,..'• �l _lJU11___=.=�� Loca�cion 'or Project Tarr� T,�^'��^^ 6'�� No Fernd le . Orono Borings ,ma�e ,by S-P Testinq, Inc Steve Schirmers _ Date 5-16-95 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation 91 . 2 feet Surface elevation 91 . 0 ,� _ 0 - -- Topsoil dark brown loam Topsoil dark brown 0 - 10" 0 - 10" sandy loam 1 - 1 Brown cl�y_ loar� Brown sandy loam 2 - 2 - 10" - 2-1/2 ' 10" - 2-1/ 2 ' -MOTTLED 2- / Brown sandy clay loam 3 _ 2-1/ 2 ' - 3 ' 2"-MOTTLED 3 ' 2' 3 - Rusty brown sandy loam Rusty brown sandy clay loam 3 ' 2" - 3 ' 10" 2-1/2 ' - 3 ' 10" 4 - 4 - Rusty brown loamy Rusty gray brown medium medium sand to fine sand 5 - S - - 3 ' 10" - 5 ' 10" 6 - - 6 - 3 ' 10" - 6 ' 2" Rusty gray silty loam 7 - Rusty gray brown � _ 6 � 2�� - � � medium sand g _ 8 - 5 ' 10" - 8-1/ 2 ' End of boring at 8-1/ 2 ' feet. End of boring at 7 ' 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 : 3 ' 2" � Observed at 2-1�2 � feet of depth. Observed at feet of depth . Not present in hole Not present in hole Comments : Comments : ``"'F✓=�'��' �:l. � �YZ .��=•* .�j�.. r ;:�� .;: '�. �� . _,�`�-_• `.;�, , . ;,:z.i. `f��+: •. `�;.j. �{•Jt: ( -`.� ' .f ;, - f. �:'�� .�..-::`+,-.�:'t'�':�'� �—r---MWND FILL 4'-6� !.(�::�t' ..��,.'� ..� �w'�r"� TO AIIOW FOA r!!� � i:�.•i•,�y!!!�. �v : SE7TLING �•.�' ' 1 _ � i' r .1*�• . � � , •�i- ,a, .�• { " -2'. p�. � -!.. ��y �A ...'t.l' .'i.�12t`fSt�. .Ja�� . ` ,�/-'� ' �. � __ �'__CiRA$$ COVER�' , � +' ��/' I . ..I...,j ��?`'`O � ' / ��j � l�_ ��'' ` '_ "` Q� �a ..• +/.} ;� 1'; ----r------i� 6' TO 34� OF SOII ` _ '��:k�•�'- �• �� CWER ABOVE ROCK O O v+ ;;`�' `}.)' .��'' 'I ---r--J/4' TO 2 1/2' OIA. � I ��r+r �. �• k, `..1?�.. %S� � --- � C1.EAN ROU( � i � �m .�.r'-`�^ -.��' '� / , ��n-i 4� .F� _ ,, ..�:.��:��.: �-- �--' �/ q�-6� IAYER Of VNCOMPACTED fZ p� '� '�\�:}Y'. ,� %�.�s.. I�p1 � � ''� liAT OR STRAW CDVERfD WITH � . pD0 :.•y,,y,."^�• t. ~� � ..'�f ' � ' RED ROSIN PI+PER OA GEOTEXTiIE F48RiC f�i X- �'L � „� •�., i,. \ ' �Z; 1y .� � �.�� i __i__ � �Z ,��`� �I f�F S �''�' ' .._��-.- ---TR£NCH BOTTOM MUST BE IEVEI � - � __� p�s i i� TNROUGHOUT I.ENGTH I ',� , '��:�.�'„'��• � �� , i QD i � �' �: � �•` __1�,.�..__��I ---2' ►11NIMUM ROCK CAVER A80VE 7iPE � �I � �� ' i. � ----i ro.— i _ ;:�_. .. =�--i ,�.__--- -6� MiNIMUAI ROCK OEPTH DELOW PiP£ � ---. - -- O �� `'�.'� � �/�� L� 24' IAfJ(IAAUM FOCK OEPTH BELOW P�PE '- � 1'l� 1 , ✓ Zm ,v�C Zm �\��` � EJ�51 �--_��--__—. Ir---4' DIA RIGID PERFORATED P�ASi1C PIPE wITH ONE ROW OF ,� �� \ � � � � � NOlES ALONG @OTTOM �c o v � �` 1� �' F �. I � Z� �O �m< +O �\�� $ 3 ii� � ----WATER TABLE OH tMPERVIWS �AYER SUCH A$ CLAYPAN,ROCK, ETC. I ♦ i O � m� oX� ` � 'i� po � x�z �� '� � m ��i O -+� �� ii � � mm U a w N � i m �� • . ,^N � �I � ' Q� m�< C�{m� moXm D� TREfJCN ROCK COVER£D WITH PERMEABIE � SYNTHETIC FABRIC OR �� LAYER OF MARSH HAY OR rnm x m �p?�c� Z�.i< ; v�PE TO NE%T STaAW CAVERED W�TH UNTR£ATED BUiI..OING 4'DIAl+tE7ER INSPEC710N � � ,�,� -�m� oG�mm TZ D{ rnv_ �N�ET pqpp X ' PI�PEA (RED ROSIr+ WELL WiTH CAv Om ��Q GZir-��j �0�� am EARTH B�CKF1�� AT LE T , �tN �_� ��n�� 2 cn � i G'A80VE TOP OF ROCK r-=•-J------ �� '�D_ D �� OmQ T .� � '---� �� aZr m�m'�m cmii�� o � x- c � i f ^� �0 X<� �m��= �3rn O AY l.EAST 8� OEPTH OF CIEAN �� ROCK �/4' TO 2�/2 DIA. SEE NOTE S. ' \ / O� m; O�� Z `' • 41 X� �c m=omr m� m ° oROP eox � m ��' x a m�o T�D m M l 1 X N.l U M I E N G T N - i o 0 F E E 7 r--• � \ � -+ m z y -- --�---�-�- � w��c r o i \ I � �' � m Nrn ��mr zOC � OVEqFILI � NOTES �' ROCK�MuST BEELEVEµUST BE LEVEL. TOP OF 7RENCH '� Z CD C1 �-f*1 -�� m 4 TO 6 INUiE� • C � X��'�< cn� D � " itVSPEGTION G � � � � '�x m r.�r v' —�- -'-'�-�r 2. SLOPE O�J DISTRIBUTION PIPE IS BETWEEN -+� r -1 m {:� D•^m� �m� � � _ ,`w t'L' �. LEVEL nN0 a �NCNES P£A �00 FEET. ' �r � < N �m�.. mo� d T- REC0IAMENOEO SLOPE IS LEVEL. mrn 1 � O �� 3-- r-CZ BACXF;LL � E• � 12• � -� � � DDmD ym Z SOIL BACKFI�L 3. DfSTR18UTIGN PIPE CAN BE PERFpRATE� = Z m f'1p Z�pv Z �t PLPSTIC INSTALLED W1TN ONE ROW OF 'O m p Z O�rN O�-� _ � , � j_ , —11" F+O�ES A�ONG THE PIPE 80TTOM. PtPE 'i am pm2 � �2�DEPTH Of' MUST Fi,VE A OEARING STRENGTH Of _ c� �•e -T pOCK ABOVE AT LEAST 1000 LB/FT. Z + c.�i� . PIP'E � � � ROCX AT lEAST 6'OF 4. MAINTAIN N/►TURAL SOiI. STRl1CTURE IN 7YiE - ROCK 9EI.UW TRENCH SURFACES IN CONTAGT WITN HOCK. �-�-�. _L o I AE. SEE NOTE 3. 5. WNERE TREE� ARE PRESENT OFt LIKEI,Y TO BE �6�TO 36�� PRESEVT pURt1K, THE LIFE OF THE SYSTEM, 12 INCNES OF ROCK MUST BE PLACED UtJOER THE DISTRIBUTION PIPE. � TRENCH CONSTRUCTION DETAILS _ . . , . , . � „ , � VERTICAL SIDEWALL SEPTIC TANK i-FINISHED GRADE J' - ,---�"---�'a' '� �/ AT LEAST '� �.- 11T LEAST 6"TO 12��COVER 4' DIA.-� �.. 4�' DIA. AT LEAST I" = � AT �EAST I" Mir� I - _ _ � '- � � _ --- -�-- __� � � A OIMENS�UIdS FOR ._TANK$ WITN VERTICAL_SIUES A ---- WInTH W 24' MINIMUM --. — —j ' LENGlN, L 2 TO 3_ TIMES THE _W!DTH ___ � O�AMETER GO' MINIMUM _ ___ ___ � l UEf'THLD _ 30�_MINIMUM; 78_MAXIMUM ___.__ C � _L --�- 02 � - . - - - AT LEAST --o� 6" MINIMUM,_0,2 0 MAXIMUM _ 6" — �.. —.0 O Q_p - — - - AT LEnST 4 FEET - ��-- ' -" ---� „uirs ' � Snuilni�vlfCSnttfnct�u�U�CSwOv�ufifn � ►we�EWvE�iS:�vll�.lOU�EDwn�n��wta�f�. ] 111Cf1Fy1N1UCC�K.C+ti�c��FunrriOtCs7o'tFn[1 KtiE�.w+�KAEtlwnl�RltSir►+GFDOF1iICSlNY�f.E (H1X.11`.Kk1N41lfKA1fI1 W11�IM761lE1 U Kl TNlII IIf 0C7vf11M151�SECU[D IOf IEVC�/l/�GCCS9 wKia a •.Iri,ry��tXrU�st�v+CERf1r'FEMFNUCXKEt�r`F�wU J. /W�iV`cciK»+rrFo�n�itns��wu�tsn+Nx:iEn HF�ltFaTPp��WUNflC9u�llUEra�IC541iw�fwC��kS pnn�n+�iOlES�w.IntlOCntEDcrvE�00t�iiiEx+�Ei Onuor.c7�t�w+�tr+C��ES. Nx>c�u�UluCv�tC��ECv+iU�IMC('�tirri��tc�ui� a rcx�iia.tcx+��Lcr��+mc�u inr+K,O��+tr�r.rc�+niso�� rrl5siw�uc�iK'tnr.�nSn�LC(N�tn�wFfYU�f �Nno��w��sicwci90)S(1. DNllt VtiNwG50��'NiIN�r 1[CS n t�unqwv4CIKN �•�'C 1.�I!:I K l OC�1 l v f!I Y+f f H 1�iF t A k 1/JJl�f X 11 I f 1 nHnrs -- � PENCII. MAFtFCS , , .. 6 ^ � µp��•�E �� 'j ,�C ' Y � • IN�ET SCUM �. ' �; OUTIET , •;:-'�TLE�7 I.E�VE��, '' .� Y Y�„ : r _ •�1• �r II i I/ --' • ' , _.__ SCUM CLEAR SPACE:- ��; T ` CLEAN OUT TANFC VVFIEN� ; — — _. �_-••�. — �—, "j' �1 IS 3" Of2 LESS OR � — -- "— _ �� g '8' IS 12�OR LESS � - -- -_ _ -_ - - - - t: 1 r. ' •,? '��.�. '•• " ' • ' ' :: :; BLACK COIAR � ' '�"� � � ' DISTINGUISNES SLUDGE 'K' ��`�r:��'• � • SWDGE ;i t��''; . ':': • - . ._ �AYER FROM LIQUID ;� :i•� •;•�`�� i►� . .. .�.;- .� .S!:: W•,. ; r MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK DATE TIME CITY OF ORONO CAL�ED IN INSPECTION NOTICE �� SCHEDULED �� r� -E�,.�—� PERMIT N0. coM L ED ADDRESS ��U' � � l OWNER CONTR. `� ' ' TELEPHONE NO. � DESCRIPTION / 1�i� /� �21 � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLINO �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIFiEPLACE 34 TREE REMOVAI Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO—SITE 2 SEPTIC MAINT. 21 COMPLAINT J W 07 DEM�FINAL T 22 FOLLOW-UP Z 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAI v 10 PLUMBiNG FINAL 28 CEDAR SHINGLES 36 FOUNDATION flEMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YE _NO� � � COMMENTS: ' � � �, � � /�� O �. , � � O '�` � � � W • Q > n � . � '�' � � ' . W I' \ W J `�_ � j d ❑WORK SATISFACTORY:PROCEED ` W� J PROJECTCOMPLETE W C7 CORRECT WORK&PROCEED /_ ISSUE CERTIFICATE OF OCCUPANCY O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN INSPECTOR WILL RETURN O STOP OHDER POSTED.CALL INSPECTOR ^ CITATION ISSUED � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73rJ7 Owner/Contract on it . � Inspector. White Copyllnspector's File Canary Copy/Site Notice