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Home My WebLink About1998-009920 - new septic , PERMIT G CITY OF ORONO PERMIT TYPE: �tl;��:�:;__ Y, �,;�,�-�� 2750 Kelley Parkway- P.O. Box 66 Permit Number: �-`;��'�'�!� Crystal Bay, Minnesota 55323 �_��.:;� �:;��;l; (612) 473-7357 Date Issued: SITE ADDRESS: 7� t=:�:'v''=;T�#_ t:��Et�:: fiC� �:� �' . I . t�l . . � _—i �;�,—�:;—:_,=.—ffi�c:7:�; DESCRIPTION: �:�F�:{ :w�E%'TIt� 't��°�=T�:�� =,as��.�, �, ��#.�t.N t, c=,�t�r��i t. �'y�.�u ��W -��°��'i�: ��'t''=��T E `:��4�tw!' ?� ��+.`t•t!' w';��-�:: �y'�°� �iE'��ILi��,lt:�: REMARKS: FEE SUMMARY: t��W� �F?� �!.{ii,j,t_t{'� :::i�#i`[��.=q j''_yfN -----�.,.z�...7 i'i�;:ct.� F�F:�:' _._�� ( i'It'_! , �:(_3 C�At� �#. T(�[� �� j��' z c.=�t-► � — O N R' t''�%�_�':..� �;t1��!?�:�;,��i:`� i�i s:�_;t:_�`i:_� �i.� �:I�iF,t`._��F-il�t:;��<<�'`� -_t:�i-+=i �.i i'�i F-i �t y'� t�i �.,:�:��a �i I��::.�t+sC� C«: F°;�i��::, ��ftv �=,:�.7�. r=)E� F��`i�:��I�: ��'d �,�,�,.;�t4 �:=�1'z:� ��.��=—?�:::,: __��--:=��c;.°_�__; i i�� t i�,�::��'=�I��E:i�r :-:��:F;`� ��':;7t_;�"��`'f� �`��°=.'�:i`�::=�_��`Etv i 3:E �i�;�::� i�--�E: �:��i# �;=:f=°�;°�:i�;��i=;F�a�T�=, :_�t='�f�:_�i�s i r��a�.} .�,I-:��`m; �i_) �,{4� �=;1 I :�3�_1�'.;�, s!'� =��``.�t�� i:�,Ij•i`'L�f-}=`��:;� ��'f,;}-f Ai��._ i:�T`y ti_i#- :�;�;°l:ii�!€—? t:,�'a)i t�f�-:j\it.I-'_: �{.i%i =;�';�� __.�� T�1�`.i;��:_:tVf�'� F�;_x 1 L.,i��j i�i; t;3_![:i� F`��'i 1'f?�:��I�'� . � J �� _. APPUCANT-PERMITEE SIGNATURE ISSUED BY:SIGNATURE ' , � c�,�� CTTY OF ORONO SEPTIC SYSTEI�I PER��IIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NIN 5�323 JOB SIT'E ADDRESS: �� S /�-�- �-`SK /J Occupanc�• Type: Residential � Commercial Other Permit Tti�pe: Netiv or Replacement Sy�stem, $100.00 t� Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees , *See fee schedule for non-residential permit fees O�mer's I�'ame: � c�.- ��s�e��-� PhoneNumber: ��i✓`/- q�%yy Nlailing Address: c�_ � ' c �. .�� City:�/;''�Y�%u-;,�,'�- �� .�S�Y`f Contractor's I�Tame: �a,,,.a�- ,�� PhoneNumber: �Z� —"7 3`�3 I��Iailing Address: ��c�c> �'�' Y � ��-'t •N City: ('ia<u�nS �P: SS.3�7 DO NOT 1�SAII. PAI'I�IENT WTTH THIS APPLICATION GE\rERAL �i'STRUCTTONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2. Permits will 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 desi?n. Desijn reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover shee[ si�ned by the City Inspector. 4. The follow�in� inspeccions will be required for all septic systems: A. Pre-inscallation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to coverin�. For mounds, inspection is required afcer rouah-up but prior to sand placement (sand will be jar tested for silt contenc), and a�ain durin� pressure distribution pipin� installation in the rock bed. D. Final 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 during inspections: A 24' hour notice is required for all inspections. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system desijn includin� the City of Orono Septic System Approval Cover Shee[. r i � 2. I will be insta�ll�' the following: A. Tanks: (�' Precast Concre[e _ Other Manufacturer Gt�� (S Tank Capacities: 1) 125C� gai. 2) �Dc�U �al, ;) jzSp gal. B. Pump Station (if required) Pump make & model �--o�1-�S 3`��I ' �PO� (attach pump curve & literature); system desi�n requires � 9 apm at �_ feet of head. Hi;h water aIarm make & model _i�,,,�i�o,` 5�;�„�j�'� . Outside � ' electrical work to be completed by installer electrician L�� other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. �Mound Depth of rock below pipe " Rock bed dimensions j� 'x ��' Drop Boxes Sand bed dimensions �'x_�' Distribution Box Pressure Dist. Pipe Diam. ��" Maniford Pipe Diam. ,� " � D. Final Cover/Topsoil to be: � borrowed from site (show location on site plan) � trucked in The undersijned 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 Miruiesota, and certifies [ha[ all statements made on this application are complete, true and correct. ._ ' SignatureofApplicant: � Date: Z '' 9 MPCA Certification No.: � 9 Staff Review: Approv Denial � Revie�ver: � � � - �' � Date: � � `r� Reason for Denial: - ,-� �::` �__• � �� ;; � �� . � �;..- . ��'� �; � <:� ,3.� �, ��,�� i '�� ! �` � �� _ � �� ,�,.. . . � �Y � � . ,D. . � . . � � . ... .. � f. � `�r3,'S' �1��..- �;k A�(`�� . - ,.� d�� `� �., .. �� . . .g�. k ' 'y� Y . . � ' �`� ._ � ' �K+F�,�{9 �`'" ... s.. . . .Y �� }, �.: �. 4, c''�.. F� - 'if '�_�_3.. £ F �� 4�-' . . ; �s ,. �" �'a' t_. �``w.a^r�.�',^��,Y �n:, � . , $�4 }�,:t� ��i' `� ' {(. i. ii+'.,�, . _. .. .„.r..�.rcaer.u_. .:. ��.�Se [ y � • �° < i .f;{�,r�. `�: e;" "8 f; � �� .. � . ��.� 1x �. ;':!i.'1�,- ,. `�4' �.J� ` . . . . , r-��t��. ._, ��t '� ' � � �" �'f�i_;3�i :> .. � � � �� ',��!' � f$f�U�•" �,� ,,;i�4�?; '. �° r�' ^;';1',ti'�r � - �� i�r't��?� _ : '�i �`�» x ,� j' �y: � / � . �4,#�'�� 4±�J4t".3Cee��bi��. �. `=�t:: , ��i.F�:; . � � :� ` � � T£: e . �, ti ,,:s �E}� . �` 4�9��FII d � � .� �r k >. ��^� "Z�-� �.�ir �'^,��:'' � ' �Y � [ /k �`�' � vi� . . • t4 '� s ��i il _.._ _ , s't s.. . �"� C �I€ac� 1�- . ,� ,. � ,.-� ; ; 3 ' t �� .' f 5�..' , :�", , � . - ._.yifi ;... . "' �r�: . , � .� . . . a;3k'� -��'f.t :�+!'.. . � . � ,� , '} ��i �N �S §t+..�i � ..... "�" '. : � . s . .: .. � . . ....__.._.... _ _' . ��.. ",,>,.i . . .., � ' ''� . . .,. . .. .. a ':�{ � :�. _.. _ .i y4 i I� ::��,? , 4,;�_. -- . . . . .__... _..�� . � � ��j' � �°'c �'�.t ,�t-+�.s . �:,;� .§ r ,:.^:�i:tt7� - .. t .. . . ;^�?�, . 1'�/31%97 1 0:46 F:lt 6l�9421 068 LECY CO?�S'TRt CTN �OQ 1 � I ECY CC�NSTRUCTION DESIGIYERS & BUlLDERS 10340 Viking Drive, Suite 105, Eden Prairie, MN 55344 pffice: ($12) 94-4-9499 Fax: (612j 942-1068 FAX Transmission Letter Date: 1a - 3 � -- �i� Company: �.��_� �r� , � Attn: S-�-e vc We�-�v� v� ' Pages:- I b (including this one} - From: � ►� v� �s Message: ' �j�--e.v � --- �-�v�-c l s T►'1-e �.�uJ � �- �C`3L�v1 �r Ol � �2(�r• � �' � , (� II �t s t S "� f � e f w�L�~ ��t a.�--c o r �'o �- � �-�-w� 0.� �(5 C� �� Cv��e�� Czd -- ��e_�s� �� v� �-ti.�, � P �-r m u v�.� Q� �.��-t�.;,,�_� �—Q.�..Q " .� w-e-t�..Q c� d�.A�+U �-rr-,��.`La..� 0. c;.�, 1 0 _ � -�-n txrQ-�-.,- -� c �-�-�-�--Q�t l�-e 1�� — GJ e c.��c�.�c �c(�e � c��e, c�� e� e-�' `� W e se�� ~��Z�S �,v�� Please call sender at (612) 944-9499 immediately if there is any prob{em in receiving this transmission. Thank you. e. . � �,� ��,� ��?�� CITY OF ORONO ��,%�''r�;LL �,�� ' ��; I SYS7�'ENI APPROVAL O �\ O ��kd�''4��i� �tuYJ R'� .� ' _� �.Y$ v� ! �\� �a � � � 3 �� CITY of OROI�TO .��,�:, .,. ., �� : ,� � �� - ,� �� ,.��..�. s�?!- Municipal Offices � %t'.��y� �.� Post Office Box 66 '� � �'�� G c��say,��ta ss3z3-oo� l� ��`�c ��`g,� kESH� LOCATION: �5 Crystal Creek Rd. OWNER: Lecy Constr. GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S—P Testin� REPORT DATE: December 30, 1997, Rev. 1/20/98 The City of Orono has Approved your on-site system design as of January 27, 199g (approved-disapproved) (date) with the following conunents: 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 �nal site grading. Approval to pour footings will not be granted until tlie I►�spections Departmeiit has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction 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 N By � �--�'._--� Stephen c nan, On-site Systems Manager � 'TELEPI iONE-473-7357• Fr1X-473-0510 , �'�P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#394 REVISED December 30, 1997 September 18, 1989 Lecy Construction Lot 2, Block 1 Crystal Creek Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - Ha - Hamel loam bordered by - LrC - Lester loam. The seasonally saturated soils were located at 18" to 56" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 6.9 mpi. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. 1 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 wilt need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than human waste, toitet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. 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 tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. �_� �- , .� , Steven B. chirmers 2 - 33�. �- �.7�Li/�v ' � , wor 4 S . D�y� � L�� i D4-141�,�41�'�— . / - N I V /a8' /Oo2.l � � — ._--__ ___ —��``��--''--—__�. /2z� ___—_______ -- 1 /00l.� . • _ � \ K�EEP A« N.E.�vY �RU1 f'ME�Lr oFF - � f� QF rN& T�tE,tTMlcKT AR�s/fircFOR n /vo1.� � - /--�- k Y � PoSFO , rtN,� AFTEL Co,uST2UGTiON L� ��/ �� '�Z �. io' ° S ' . x I ioo'f.7 ��XlTW��N'� � � r/3/�� t 30'/ � P�'¢-�� ` P —� J i __ '_ � � � ;` � � r--- � i � � � �' � I `ty� N /0�3,S �-- -- -� \ �� I ` \ \ '�g`J� I _ _ ii'� X�� \ / / I� -- _450' - � .� �� / / — '— — � \ � ' � �� _ ! io� �� \ / _ ,� . �oQ� - �` . x. � j . �, �� i �! ,. ' ,� � � �y � ,00s.� � �u�s �- iid' � \ �'��,., �, �� o � � ~ � X � �� , 99a.r� �� . � �I � �v-5�..�R� � o � ��c'4q3aS 1 G 1J, °' �Q I �� 999.G� I r - � _- - � r. � � ' ��s�"'� o I � ioao,7� - '� ; f�s-S��.A.Vi,-1 nr �J_�� 1.(^�• / , Y��'- �� ^a � u �/!� � = - � i � C., . • o c� t ?�i ` � �I • � Z � N � V� I i P�OYOs�P �"O��C'S � � (I? l� Q�' � pU.mPls�lo f� �� i G 'R W�e�r'R-' � � �l 3: 3�f� _ � � � � �a�S Q�P •'. i � � �' o.� J r I �c �'�y„q��.� �� €ya�a�.?� �� /�i � . +�a.<a:�� *` �� 1 F�� . �i _ �� 1�-�--- _�� _ � �� U � �� , �� // s .-�. - �' ��'� ��,� � � �./� � � �� Cl2 � LJ �.� ,`�_.. '- � I �� !1"��' � �� : ;�' I �_ ' 3�15•S - ,, ro , , � T � � N � � � �; , ` � � _ �` �. � � � : v "� ��,r r�. -- -��s�,A �a-30-9 7. � � � r-- � �, pRpPERTY OF:St�-'s�}�.S..r+��,_yt� .G.ol-�S't, ( _ 6 Percolation Tests `��le��L_: =� `' � � � � a� LoT 2 BLOGIC - �-C TBM is po�.s�� sp�KE �n� Aaw�.� xSoil Borings ,:� �� ,�'� �� '�-`�� RB�K � Po�E ui�sT �F �xisrii,�G Hou3E �BencF Mark "� �' r ��''�''t ORo,clo� Mk N��C1N. CD. — _ � /;S_�avE GKor�N,D �L, /009.69_ (B.M."*�__ Note� This sysiem is to be constructed to meet � - - the Minnesota Poltution Control Agency �� _S—P TEST/NG,�t/,NC. . ;,;�,arFRTa�N Rost,o Chapter 7080 & Local Ordinance pesigned By- �� /� �L Note : Check ali underground utilities Date L/ra/�s; PH,6�2-497-3566 � ' _ /o� 4'.�SS ' /J��C(.-4!I Fo(,Y- R�-a — — �' — �� i � - r , � �`6 � � ` ,� 'to P oF S ►Jv ?,s -- /G' �- F��.�./DOU.� ., ` �� '�.a �r� S�i 7"�� . / !9� ��_ . P�A+� vi��../ , � , , o I o � � SET- BACKS HOUSE Sysfem must be� s��h� ��5,�� w�o-�� , Tonk a�� irom property I'u�es '��'�L._ A '�Y'�� ' ,�-- .2�. from wetls . w/�L� - OJ '� � from bdgs. �Mr�M 7reotment oreo _�frorn bkes, .—� streams NOTE=Pawer wPPly md sv�^tches must be tocoted in a Treotment orea � f�� P�operfy lines �ther �xoof endosure artside the pump�ng c�b��o"d "�0f1�e Mp.�F�o�S o..�n ►�." �.�from we!Is QALCFi�t- �c 'from b!dgs. SOIL BOR1nG ELEVATIONS � L'from trees � �� min. ! � - � � � THIII EL.—loaa•�, '�1�"`G.— ��.� � � .��.su rode_o� ,TN.�2�L..— oo ,3 i - - 9 �TH'3 EL.- Tonk � �� oo;,,a Tank �:� pF2ESSURE DISTRIBUTION MOUND SYSTEM DroD to Tunk I Th��L'1�.Q.a-� — TH`5 EL.-[�s�y M�u�,l��10 8� ��R'p`"9 E�EVATIOV al PRO'OSEO PL�MPING Max.i�to4� � ��P "r'�U`LS S!a'A�-�--oc�J Chomber CHA�BER-22�� u� "�r`^�°�9y �4"l0 6��dio.pipe ��flN-. �D�i' o� '�wc..1c--J�10 ' �� L Di-c.J�� '�FLOO�l�O D SYSTEM DESIGN -MOUND TYPE-�, �.BEOROOM Aveioge Percolation rote�_min./inch (design•83sq-ft treatment area per gal.of daily sewage flow) � � ° H. . IOfi.widih-1��fl.length of bed area+side slope run�to 1 x�hei9ht= �� ftx�_fl lawn-area needed) ?jU gol./day x.83sq_ftlgal.�sq.ft.of heotment orea +10/o=�.sq. �.= - „ Clean rocic needed- �sq-f t.treotment areo x •0 t�_depih af rodc='��.cu.ft=27=s�2_.a.y'ds,(3/4�to 2 t/��da. ,indudes 2 of rock above p'�e) , 3 � I ,� a to soil 6��_WYd• -A�'� SA�.1� o� • , e6 � 1 c�Yv) I GoA4�5�� qean s�d fill below rock needed�w.yds. opprox. , sandy bam badc fdl.-�a.yds. PPro�� P Ec�r��_-Co F1vo_�oSo -Co.T_oe so��.EoF _��tLE_�a-�4 '�=3 uvAstt� 000 I.mmirxms FWS P►amP�Nt�. L�i`►mp�Q-- Number of ianks required-s�--, Ist tonk a � 901. ,2nd tm1c� go PuT�yy� chomber ca ty- 25/o of doiy sewage fio�w of � � qol.=.L��gul+reserve �ocnge of 15 Oyzs 1/BF��_gol.+pipe bodc drarioge- pRpPERTY Or- "'F'�"J � O • - of�gd./IOOlin.nof?rd"a.s�PdY Pipe, lin.ftneeded oo , �gol.+manrfo�J�9dJ�1'atftof a da.pipe,fRftneededZ , Z- 9�I. �-{ L total copacity needed �S� gol.(Plus oreo for pumP) uS� n„r�. 1aS� g�+1.caP. 7 _ Distribution pipe '13_.�da. , 19-�-��-f�•+ -�-dio. perforatans�_��oport - Pumps¢e l��hp. (pumpable coPacity��gol. 4c�rGes/day) Jl,S�o )� ' H�f'o PSi��s �.D�s��dA'Q-U'E 3� aa11 m�n. ,5�-P TEST/NG //1� . Note� When co�s��vc��ng bed - , this areo shoutd be shoped Note= Distonce irom treohnen� aeo �o ne�qhbaing we��s- � peSiqned 9y� 5 1-�-��.�-� -n��} /oo � � PH. 612-497-3566 ,--,-.-� ,,-tr- ' Dotc=1��3C2��2 � � to diverl run-of( trom entering treotment oreo. � I MOUND DESIGN WORKSHEEI' ' � (For Flows up to 1200 gpd) � A. �.ow ��,�.�N�,�.��„�,o.Y� Estimated�gpd N,:„e« ,�� .�,�it ry�u� �ry�rv or measured=x 1.5 = -- gpd. �� z aoo xu �eo .o• a 4so �o� z�e .� B. SEPTIC TANK I.IQLJID VOLUMFS � s � ;� � '� I-,�.,.��0 � 1 bao gallons i �� i�o �,.�,. •M e 1200 67S 406 C. SOILS (refer to site evaluation) r,�eQ ,,�,,,,,, ��, 1. Depth to restricting layer= 3y`�� a.�," inches "r �."• s� � � 2. Depth of percolation tests = �_inches `~" 3. Percoladon rate C .�L__mpi 2i��` i,o i'.s'o�o 4. Land slope { % �R� � � ov�9 5+�1SM C-6 (a 13) D. ROCK LAYER DIIv�NSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 s ��v . gpdx 0.83 sq. ft./gpd = �sq. ft.-}-��=�y� 2 Select width of rock layer(10 feet or less) = i o ft. 3. Length of rock layer � area+width= Rock Bed �sq. ft. + �ft. =�ft. ,., , ; ��. .,;*,, , ,•� �.s ��'��;}�,'.wt�� ti �•,., . . . .�.�•i�•i•i �•r��r• � •r•i• ti.ti.�.{�ti.��.�.{.��.�.ti �dth 510 ft. r.r•r•�•S r•f r•��r•�•r•r•r• �.ti•�•�•ti ti-�ti•ti•L•ti•�•ti•ti��•..� .�.i.r•�•r•�•�•r•r•�•�.�•r•r�•r• E. ROCK VOLUME �— �'�' —� 1. Multiply rock azea by rock depth to get cubic feet of rock; (e�s y sq.ft. x�ft =�cu. f t. 2. Divide cu. ft.by 27 cu. ft:/cu. yd. to get cubic yards; �cu,ft. +27 a,..�_cu. yd. 3. Multiply.cutiic yards by 1.4 to get weight of rock in tons; �cu.yd.x 1.4 ton/cu. yd. _� tons. F. A�QR��NT��•� [— �•�A'W1 ae�WldtASlri�+ Lbk YY1L GOw AwV� 1. Percolation rate in top 12 inches of soil is L_q mpi M�� ilTexture ,:.� «,': c�,� �.. .:�., 2. Select allowable soil loading rate from table; F�:c�c��,o.i oarse Sand 1.2o i.00 i 0.1 to 5 Sa�nd 120 1.00 c�i_ SPd/f� o.i co s Flne Sand� o•�o z.00 6 to 15 ndy Loam 0.79 152 3. Calculate adso tion width ratio b dividin rock la er tb co ao �oam o•� Z•� 2p y $ }r 31 to 45 Silt Loam OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 61 c�o� 21 0 �'�a�y"a' ola s o0 1.20 gpd/ft2f .� gpd/ft�_ ��(o� Slower than 120 Cla - - "Sof11uv4ns 501�or mon d Rne or va�Rne�u,d 4. Multiply adsorption width rario by rock layer width to get required adsorption width; �,s�,X_�_ft= �� ft � G. DOWNSLOPE 1��WIDTH � 1. If landslope is�o �more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe ��ft-�_ft =_L2_feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation I• o feet b. Multiply rock layer width by landslope � reot co�.�. to deterinine drop in elevation; : rooc ao oa Slope Difference s�peretton te�t ' Ic� x � %i 100 = •s' feet siov• Oftierenoe _-� ec Upslope Wldt� c. Add depth of clean sand for sepazation (2a) �2-f�et Ro�k e�a w�ot� at upslope edge,depth of rock layer(1 foot) to depth of �r�et Downslo e wtatn cover (1 foot) to find the mound height at the upslope edge ��eet of rock layer; �.� ft + lft + lft= 3 •� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.3'3 e. Multiply dike multiplier by upslope mound height to find upslope dike width: -c•�x 3,� _� feet f. Add depth of clean sand for slope difference (2b) at downslope edge,to the mound height at the upslope edge of rock layer (2c) to find the downslope height; �,o ft+ . S ft= 3.� feet g. Enter table with landslope and downslope d.ike ratio. Select dike multiplier of S.o h. Multiply dike multiplier by downslope mound height to get downslope dike width: S,o x 3-S = ► � feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; _ ��' _ I � feet �o$ o .N,at� j. Total mound width is the sum of taat ....... upslope dike (G.2e) width plus rock Ro�k e.a w�at� ' _..,:`; �o,� �..� � ' :' layer width (D.2)plus e UpS,�•W��t^ ��`._LQ_e�etn t�et downslope dike width(G.2i); o �o ft+ �o ft+�_ft = ��feet � �' ' k. Total mound length is the sum of 3� � Down�s�lp oe wiain ; '. ! ' .15�_teet S i upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); � o ft+ G�S ft+ �o ft = _�feet ' s�s t � + t� = loy - ��`�� _ Tote�Lenptn own ope ps ope 3:1 li 5:1 &1 7:1 3:1 4:1 5:1 61 7:1 8:1 1G abpe 0 3A l.0 5.0 GO 7.0 3.0 4.0 5.0 60 7.0 8.0 1 3.09 L17 5.?b 636 7b3 2.91 3.85 4.76 5.66 65t 7A1 2 3.19 4.35 556 6ffi 8.1� 2.83 3.70 45t 536 61t 6.90 3 330 45� S.E! 7.32 8.d6 275 357 435 5.08 5.79 6.15 4 3,t1 L76 6.25 7.D9 9•T1 268 3.15 4.17 L8{ 5.46 6.06 5 353 6A� 667 b57 _]0.77 261 333 �.00 �.62 5.19 5.71 6 3.66 5.26 7.Ii-- 938 1207 254 7.Z3 3.85 t4l 1.93 5.�1 7 390 556 7.69 103� 1373 2!8 3.12 3.70 lZ! L70 5.13 B 3.95 S.M 833 1154 1591 242 3.Q3 3S7 �.OS 4.49 t.88 9 4.11 625 9A9 13.Ot 1892 236 29� 3.45 3.90 t30 4.65 10 129 667 l0A 15.00 1333 231 286 333 3.75 4.12 4A! 11 1A6 7.14 il.l] t7b5 30.13 2.Z6 27E 3.73 3.61 3.95 4.Zb ' 12 4.6A 7.69 1250 21A3 4375 221 270 3.12 3.49 3.80 4.06 1', ��. �? " . �, ,.� ��1-'�'3 ' . - ' �L1`��"��- _ � 1 ��_ s-�'�� - y'_ � <� � , , G. DOWNSLOPE I��WIDTH s� � a - a. -� 1. If landslope is�6 �more,subtrar..t:ock layer width from �-��S - � �- � , adsorption width to obtain minimum downslope dike toe S-�� _ y -o ��.'� ft- �� ft =�2_feet 2. Calculate Minimuul�mound size base:� ��n geometery: a. Determine c;tpth of dean sand fill at upslope edge of rock layer: Separation _ ,l o N feet ----�-, - ____. b. Multiply rock layer width by landslope � +oot'co�.� to determine drop in elevation; : rooc� o ;e Slope Di�B1'B12CB S�peretlon te�t ►�S� �,� ` �'S / fu� Slop� 0 fieren�e fa,�t /O r.�_%y 100 = .�feet UDslope W10t� , c. Add de pth of clean sand for se paration (2a) -L--feet R o c k B e G W 1 G t� �°' �� J� teet DownsloDe Wfat at upslope edge,depth of rock layer (1 foot) to depth of a�� cover (1 foot) to find the mound height at the upslope edge � �'°e1 `-� -��w�F=. of rock layer; -� .c� ft+ lft + lft= �.� fee► d. Enter table with landslope and upslope dike ratio. Select dike multiplier of � .3"�� e. Multiply dike multiplier by upslope mound height to find upslope dike width: ,�3 x 3"o = 1c� feet f. Add depth of dean sand for slope difference (2b) at dov,�islope edge, to the mound height at the upslope edge of rock layer (2c) to fir..d the downslope height; � 3,� ft+�_ft == � •� feet + ,S � .�� - �t •�� g. Enter table with landsloge and downslope dike ratio. Select dike mulripliex of__�� h. Multiply dike mul�plier by downslope mound height to get downslope dike width: S.o x �,S -� �-�feet i. Compare the values of step G.1 and S�ep G.2h Select the greater cf the two values as the downslope dike width; S y � a�, feet ;; >, , _ <: uosioo�M�atn j. T�tal mound width is the sum of �-�••l . upsloge ciike (G.2e) width plus rock ' ' P ' . k CK C�C WIOtn ': i � � �a �i��t :., layer width (D.2; plus e �os�oo.W�a�� os�ooe w�a�� downslope dike width(G.2i 3 -L� ��1 ��leet ): y � ! ��J ; ; lo_ + _/� t-�ft+�_ft + �_ ft = _�3_ feet � , � ; �� .i..�. k. Tota?mound lengttt is the sum of �3 � 1� Downsiope W at� ; �E upslope dike width (G.2e) plus rc•:k layer i len h D.3 lus u slo e dike width (G.2e); �� St ( ?P P P �ft+��ft + �_ft = ,j�. feet a:� -+� 3 � �- a� _ �S o �� . TotelL�nptn own ope ps ope 3:1 �:1 5:1 &1 7:1 3:1 6:1 5:1 &S 7:1 8:1 7L aiope 0 3A l0 5.0 6.0 7.0 3.0 4.0 5.0 60 7.0 8A I 3.09 �.17 5.26 638 753 2.91 3.85 4.76 5.66 65/ 7.11 2 3.19 l35 556 �82 8•i� 2.83 3.7D 45� 536 61� 6.90 3 330 l54 5.88 732 8.86 275 357 435 5.08 5.79 bA5 4 3�t1 476 b25 7.89 9.T2 268 3.15 �.17 t81 5.16 6A6 5 ;53 S.OD 667 857 10T1 2.61 �.333 d.QD 4b? 5.19 5.71 6 3.66 5.?b 7.1� 938 1207 254 3.13 3.85 l41 1.93 S.t1 7 3�p 556 7.b9 1034 1373 2d8 3.12 3.iJ 113 �.70 5.13 8 3.% 5.88 833 115� 1591 262 3.03 357 LQS 4.iS 4.88 9 4.11 675 9.09 13.O1 io.92 236 29d 3.45 3.90 �30 4.G5 10 «9 6.67 10.0 15.00 2333 231 286 333 3.75 1.12 4A4 11 4A6 7.14 il.11 17.65 30.�3 2.2b 278 32! 3.61 3.95 t.:.6 lZ ��.f, 7.69 1250 21.43 4375 221 270 3.12 3.�9 3.80 4.08 � � ' F-17 �1 F pIJMP SELECTION p�tOCEDURE E10 PE'RFORATION OF � PERfORaTED �eTERn� ,� Determine pump capadty: �-c�•� Gravity Distribution ,..,.,, 1. Minimum suggested 'u 600 gallons per hour(70 gpm) to stay ahead of _ ;:,- • '•��.��r`M� t.n.r N G«wnw FasrK fr�v� water use rate. �wi�w�..1 n.,.u,w w.. ' �1r�M rwY�M4�) 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ., . ^•M.��,a��.�,.�,.,�, tiN(.ay Iw TN gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,.,;,,,,, � _., ,..., ,:•,. �,,. � �1 Rxa�q.r Pressuze Distibution ' �c�� ^^��«.� M�vw W U�rn� 3. a. Select number of perforated laterals 3 . b. Select perforation spacing=�_feet °""""'""'�"'°�'� ..�...�,.s...�.,.. c. Sub�gct 2 ft from the rock layer length. ��-2 ft.__�fee� d. Determine the number of spaces between perforations. [,eIlgi�i �.Sp2Cillg=sp�„ft.+ 3 ft._�_SpdCeS Required Perfontion Disch e e. �.spaces+ 1 =��pe.rfozations/lateral u,gzuo�p�a,;:,�ce cgp� f. Multi 1 rforations r lateral b number of]aterals to '� P Y Pe Pe 1� �13a ��r�. °u`►,�° � � He�d ,�2`a P'' � aa va get total numberof perforadons. W��,� x �,,, ,�,= l�_perforations. �f�� g. � x��=�3..gPm. 1.Oa 0.56 0.74 SELECT'�'D PUMP CAPACITY�_gpm 2.��j Q.$Q 1.04 B.Determine head nquirements: a. Use for single family homes i. Elevallon difference between pump and point of discharge. b. Use for all other applications �feet � 2. If pumping to a pressure distribudon system,five feet for pressure required at manifold if gravity system,zero. �feet 3. Fricbon loss a. Enter friction loss table with gpm and pipe diameter. � �P��8� Read friction loss in feet per 100 feet from table. � Poini of Dischygc F.L = �,L� ft./100 ft of pipe �o� b. Deternune total pipe length from pump to discharge pcvation Differcnce point Add 25 percent to pipe length for fitbng p�p -,-,y loss,or use a fitting loss chart. Equivalent pipe length-1.25 dmes pipe length= F-18b /o.o� x 1.25 = I �.� feet c. Calculate total triCtion loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch Y P Y� $ gpm fr;m�,t��oo n�r p�a friction loss in h/100 h by equivalent pipe length. To�il friction loss= �• x /1 S� +100= 3 feet 10 0.69 0.20 �' 12 0.96 0.28 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total fricdon loss. 16 1.63 O.a8 l 8 2.03 0.60 20 2.47 0.73 0.1I � +�_+�_ 2S 3.73 1.11 0.16 (1) (2) (3c) 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 TOTAL HEAD ��feet a5 ta.73 3.28 O.a8 50 3.99 0.58 55 4.76 0.70 C. Pump selection 6o s.bo o.e2 � 1. A pump must be selected to deliver at least _.� �gpm (Step A) with at least fi g' feet of total head (Step B). L-13 CERT.IFICATION # 00627 Logs of Soil Borinqs • � T,�o�a�:ion or Project . Allan Carlsoii, Lot 2, Block 1, Crvsta-1 Creek Orono ', Borings made by 5-p Testinq, Inc. Steve Schirmers Date 8-21-89 Classifiction 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 in � in feet Surface elevation 100�. 6 feet Surface elevation 10.0�. 3 -�0. - 0 - Topsoil dark brown loam Topsoil dark brown loam , 0 - 10" , 1 T 0 - 1 1 , Brown 'clay loam Brown clay loam ' 2 - 1 ' - 2 ' 2" 2 10" - 2 ' 2"-MOTTLING . Rusty olive brown ` 3 _- 3 - � clay loam Brown loam 2 � 2�� _ 3 � 8�� ' 4 - 4 - 2 ' 2" - 4 ' 8"-MOTTLING Rusty olive brown , loam 5 - Rusty olive brown 5 - �oam 4 � $�� _ 6 � � 3 � 8�� _ 6 � 6 - � 6 - 7 - 7 - 8 - � ' 8 - � End .of 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 4'�8�,� ��et� of depth. Observed at 2 � 2° feet of depth. Not present in:;hole . Not present in hole Comments : Comments : L-13 CERTIFICATION # 00.627 �s of Soil Borings , , � -Loca�ion or Projec;t Allan carl �nn� Lot,2 , Block 1, Crystal Creek_ Orono` � ' ' � -- � , Borings made by �-�P Testinq! Inc. Steve Schirmers :: �: � � Date 8`-21-89 Classifiction System: AASHU ;,r,USDA,-SCS�' X: ; Unified: , ;�:' Other Auger used (check two) : Hand X , or Power. :: ,�� Elight= , or Bu'cket X Depth, Boring >number Depth; _: Boring numb'er ��4 in � 1003 . 2 ln ; 1002.9. feet Surface elevation feet,;:. __ Surface elevation � 0 - 0 - Topsoil dark b,rown Topsoi dark brown loam loam 0 - 1 ' 1 _ 1 - 0 - 1-1/2 ' ' Brown loam Dark gray brown loam 1� - 2 � -MOTTLING � 2 ' 1-1/2 ' - 2 '�2"-MOTTLING 2 . Dark 2 � 2�� - 2 ' 8" c��a ��d�mn : 3 _ Rusty gray browr� clay loam 3 _ 2 � 8n - . 3i2a Rusty gray s�rong 3 ' 2" - 3 ' 10" . clay loam Ruty olive brown . 4 _ 4 _ loam Rusty olive brown loam ' � 5 _ 3 ' 101t - 51 211 5 _ � HIT ROCK 2 � _ 6 � 6 - ,�. 6 - � 7 - � . � - 8 , � , 8 - � End of boring at 5 � 2�� feet. End of boring at 6 feet. Standing water table: � 5tanding water table: _ " present at feet .of,. depth, present at� feet of depth, hou�zs after� boring. hours after boring. , _ X Not present in hole X • � . . Not present in ho�e: ��• : : .. .� . � Mottled soil :. � - Mottled soil : , Observed at 2F�'2�" Observed at 2 ' ''feet of depth. ,�f.�:et�- of `depth . _ Not present in hole Not present in hole, .. Comments : , Comments : L-13 CERTIFICATION # 00627 Logs of Soil Borings • ,Loc�tion or Project Allan Carlson, Lot 2 � Block l�rvstal Creek Orono � ' Bdrings made by �-P Testinq, Inc . Steve Schirmers _ Date 8-21-89 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number ' S Depth, Boring number 6 in in feet Surface elevation 1000 . 4 feet Surface elevation 1000 . 7 � Topsoil dark b�own loam � Topsoil dark brown loam 0 - 8" 0 - g�� 1 - Brown clay l�oam 1 - 8" - 1-1/2 ' -MOTTLING Brown clay loam Rusty olive brown clay loam . 2 - 1-1/2 ' - 2 ' 2 - _ -. 8�� _ 2 � 4�� . ' � Brown loam 3 _ Rusty olive J�rown 3 _ 2 ' 4" - 3 ' loam Brown loamy sand . 4 _ 2 � - q � 4 _ 3 ' - 4 ' -MOTTLING � Rusty4 ' - 4 ' 4"s°I�yel�amy Rusty olive gray 5 _ loam 5 _ Rusty olive brown loam 6 - ,�. 4 � - 6 � 6 - 4 � 4�� _ 6 � 7 - 7 - 8 , � 8 - End of boring at 6 � feet. End of boring at 6 ' feet. Standing water table: � Standing water table : present at fee't of, depth, present at feet of depth, hours •after borxng. hours after boring. Not present in hole � X Not present in hole X Mottled soil : . Mottled soil : Observed at 1-1�2 ' �e�.� of depth. Observed at 4 ' feet of depth. Not present in hole e Not present in hole Commer�ts: ; Comments : . , . • CE.R�.#00627 ' ' � � . PE�tCOLATION TEST DATA SHEET ,� a.m. � ^ Percolation test readings made by S—p,'�'P�t i n g, T n n_ 02 R—2?—g 9 starting a� 9: 4 5 p,rn, ; (du�e) Test hole locatio�Lot 2,B 1 k. 1, Cry�ta 1 Ceek�Hole number 1 ,Date hole was prepare� 8—21—8 9 • 18 6 Depth of hole bottom inches,Diameter of hole �nches Soil data from test hole: • Depth, inches � Soil texture 0 - 12" Topsoil darlc bro��n loam 12" - 18" Brown clay loam Method of scratching sidewall Knif e 2 �nches • Depth of gravel in bottom of hole . � 8-21-89 �1 : 30am 12 Date and hour of initial water filling ,Depth of initial water filling �nches above hole bottom -- Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon �,Maximum water depth above hole bottom during tes� 6 inches M � Time Percolation � Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 9 : 25 refill 6 9 : 45 10 : 05 " 1-15/16 10 . 3 20 min 10 : 1:1 10 : 31 " " " �� 10 : 3 7 10 : 5 7 � " " '� �� 11: 0 5 11: 2 5 " " " �� -. Percolation rate = 10.3 minutes per inch. , � crF�r..#oo62� ; -- ' � PERCOLATION TEST DATA SHEET ' :1.111. Percolation test readings made by S—P Testina. Inc. on 8-22-8 9 starting a� 9 : 4 6 .n�. ' Y IJare1 TestholelocationLot2.B11�.1, Crystal Cree}�.lolenumber 2 , Dateholewasprepared 8-21-89 18 6 Depth of hole bottom �nches,lliameter of hole ---inches Soil data from test hole: � Depth, inches Soil texture 0 - 10" Topsoil dark brown loam 10" - 18" Brown clay loam Method of scratching sidewal' Knif e Depth of gravel in bottom of hole 2 inches � 8-2I-89 11: 30am 12 Date and hour of initial water filling , Depth of initial water fillin,g. inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon ,Maximum water depth above hole bottom during tesr 6 inches ! Time � Percolxtion ' Time interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch 9 : 25 refill 6 • 9 : 46 10 : 06 " � 5-1/8 3 . 9 20 min 10 : 12 10 : 32 " 4-7/8 4 . 1 " " 10 : 38 10 : 58 " 4-3/4 4 . 2 " " 11 : 06 11: 26 " 4-5/8 4 . 3 " " � � . ,♦ . Percolation rate = 4•2 minutes per inch. • ' CE��. #00627 , , , � . PE�tCOLATION TEST DATA SHEET � S-P Testing, Inc. 8-22-89 g ; 47 a:m. ' w Percolation test readings made by � on starting at m. , rdurr) Lot2 .Blk. l,�rystal Creek 3 8-21-89 Test hole location � ,Hole number , Date hole was prepare� • Depth of hole bottom 18 inches,Diameter of hole 6 �nches Soil data from test hole: Depth, inches Soil texture 0 — 18" Topsoil dark brown loam Method of scratching sidewall Knif e � Depth of gravel in bottom of hole 2 �nches � 8-21-89 11: 30am 12 Date and hour of initial water filling ,Depth of initial water fillin� �nches above hole bottom - - Automatic siphon Method used to maintain at least 12 inches of water depth in hole for at least 4 hours , ,Maximum water depth above hole bottom during tesr 6 inches J ^ Time Percolation ' Time I interval, Measurement, Drop in water rate, Remarks • minutes inches level, inches minutesper inch 9 : 25 prefill 6 9 : 47 10 : 07 " 4 5 . 0 20 min 10 : 13 10 : 33 " 3-15/16 5. 1 " " 10 : 39 10 : 59 " " " " " ' 11 : 07 11 : 27 " " " " " � -- Percolation rate = 5• 1� minut�s pex inch. . , � , , � . : , CER�.•#00627 , . , , , � � � � 1 ' � . , PERCOLATXON TEST�DATA,SHEET• �-; � � S�-P Testing, Inc . � �.J8-22-,8.�; 9 . 48 ' a.mt � Percolation test readings madeby __ � . ' ^n—�._: � �tarcing at ::p,,m, �: , Lot2,Blk.1, Crystal�- Creek 4 «"`' - �� Y '� rs., ��,.,.� � , r >; 8-21-89 . Test hole locatio� ,Hole numbei ,Date hole was prepared... • Depth of hple bottom 18 �nches,Diameter of hole 6 �nches , - Soil data Crom test hole: Depth,inches , Soil texture 0 - 12" Topsoil dark brown �oam � 12" - 18" �Brown loam Method of scratching sidewalL Kni f e � Depth of gravel in bottom of hole 2 inches ' 8-21-89 11: 30am 12 Date and ho,ur of initial water fillin,g ,Depth of initial water fillino �nches above hole bottom - '" � Automatic siphon . Method 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 inches � � Time Percolation � Time interval, Measurement, Drop in water . rate, Remarks minutes inches level,inches;. minutes per inch 9 : 25 .prefill. 6 -� 9 : 48 10: 08 " • 3-3/8 5.9 : � 20 min 9 : 14 9 : 3 4 �� 3-1/4_ , 6 .2 _ �� _�� __ 10 : 40 11 : 00 " 3-3/16 6.3 " " 11: 08 11: 28 " 3-3/16 6 .3 " " _._ ._ ._ _ . . _ ; � �6. 3 � minUtes Percoladon rate = .per inch. �•�:� ; _�� ... _._ . , • CE�i.#00627 ; � � ' . PERCOLATION TEST DATA SHEET � a.m. ^ Percolation test readings made by S—P Testing. Inc . o� 8-22-89 starting ar 9 : 49 p.m. ! rJurr) Test hole location Lot 2,B 1 k. 1, Cry s ta 1 Cre e�ole number 5 ,Date hole was prepared 8—21—8 9 • Depth of hole bottom 18 �nches,Diameter of hole 6 �nches Soil data from test hole: Depth, inches Soil texture 0 — 8" Topsoil dar;{ U�o�an loam 8" — 18" Brown clay loam Method of scratching sidewall Kni f e 2 • Depth of gravel in bottom of hole inches ' Date and hour of initial water filling 8—21—8 9 ��Pth3�1ni�ial wa[er fillin,g 12 inches above hole bottom - Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon 6 �' --- ,Maximum water depth above hole bottom during tesr inches Time Percolation ' Time interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch 9 : 25 prefill 6 9 : 49 10 : 09 � " 2-5/16 8 . 7 20 min 10 : 15 10 : 35 " 2-1/16 9 . 7 " " 10 : 41 11: 01 " 2 10. 0 " " 11 : 09 11: 29 " 2 10 . 0 " " . � Percolation rate = 9 •9 I minutes pex inch. „ ' � . �CF<R�'s,#00627 ; . . ., . • � , � � F ' �.---1, � . �E�tCOLAT�ON TEST�Dt1T,A SHEET , ; � S—P ;Testing, Inc., 8-2,2-8,9 � 9 :50 �� Percolation test readings made by � on tarting a� � p.m. , ' Lot2,Blk. 1�r stal Cr�e�c ,.6�'�”' _ 8-21-89 Test hole locatio^ y� ,Hole number '�'�' ;Date hole was prepare� • � Depth of hole bottom 18 �nches,Diameter of hole 6 �nches .�, Soil data from test hole: Depth, inches Soil texture p — 8" Topsoil dark browri loam 8" — 18" Brown clay lo'am � Method of scratching sidewal� Kn i f e — � Depth of gravel in bottom of hole 2 �nches ' 8-21-89 11 : 30am 12 _ Date and hour of initial waterfillin,g ,Depth of initial water filling �nches above hole bottom --— Methcxl used to mair.tain at least 12 inches of water depth in hole for at least 4 hours � Automatie siphon � ,Maximum water depth above hole bottom during tes� 6 �nches .� � Time � Percolation ' � Time� interval, Measurement, Drop in water . rate, �.., Remazks minutes � inches level,inches', minutes per- �-: " � inch 9 : 25 prefill . 6 9 : 50 10 : 10 " . 3-15/16 5 . 1 , 20 min „ 10 : 16 10 : 36 � " 3-3/4 � 5.3 " " 10 : 4 2 '11: 0 2 " " �� 11: 10 11: 3 0 " �� " �� r '� �, � � . • „ -� Percolation rate = 5-3 ' m�nutes,peXinch. , � ' � �� .:�,� ` . t _ .,�,:� :.;,�. , " DATE TIME CITY OF ORONO CALLED IN �,�� INSPECTION NOTICE �,�C�� SCHEDULED =�'��u-�„ -c�,sc? PERMIT NO. co PL TED ADDRESS � OWNER CONTR. � s TELEPHONE NO. � DESCRIPTION lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLWG � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEP LL. 22 FOLLOW-UP � 09 PLUMBING RI 2 PTIC FIN 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES O � COMMENTS: y" � � W -� � _/ � � � O � a � � O � P W � � � Q � Z W � W � � d L5 WORKSATISFACTORY:PROCFED �PROJECTCOMPLETE W � t=! CORRECT WORK&PROCEED :; ISSUE CERTIFICATE OF OCCUPANCY W � :'� CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT f7 CORRECTUNSAFECONDITIONWITHIN HOURS. _, pHOTOTAKEN INSPECTOR WILL RETURN ❑ STOPORDER POSTED.CALL INSPECTOR -' CITATION ISSUED C' iNSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor on s' � Inspector. � '/ White Copyllnspector's File Canary CopylSite Notice �;�� ATE TIME CITY OF ORONO CALLED IN �� INSPECTION NOTIC C � SCHEDULED '�/.�/�.� �/:3� � PERMIT NO. i �Z COMPLETED 'i � ADDRESS � � l��-� �,°��1� • OWNER CONTR. �r2rr��. TELEPHONE NO. �-�.�~ 7-�%3 � DESCRIPTION lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL SEPTIC INSTAL�.� 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_N � COMMENTS: � /� - � �� W � C � � °a' �( � O a � O � W � Q � Z W � W � j d �ORKSATISFACTORY:PROCFED PROJECTCOMPLETE � �:� CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT C] CORRECTUNSAFECONDITIONWITHIN HOURS. ,, pHOTOTAKEN INSPECTOR WILL REfURN f 1 STOP ORDER POSTED.CALL INSPECTOR `- CITATION ISSUED I ', INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in adv nce.473-7357 OwnerlContractor Inspector. ° � White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �"` j�� INSPECTION NOTICE/`(f � scHE�u�E� -' � ' ' PERMIT NO. L L� OMPLETED � `l ADDRESS �� "-'� OWNER CONTR. ii " � �y " TELEPHONE NO. � DESCRIPTION ��,�� 4%��/�� <� ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTI 21 COMPLAINT J 07 DEMO-FINAL �SEPTIC I 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU: YE NO Z � COMMENTS: � ,. � ,/ / � i— — i � � . � / r � y J O � � O � W � Q � Z W � W � j / d �C?WORK SATISFACTORY:PROCFED I- PROJECT COMPLETE �� - W 1� CORRECT WORK&PROCEED �, ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT C. CORRECTUNSAFECONDITIONWITHIN HOURS. . pHOTOTAKEN INSPECTOR WILL RETURN -� C STOP ORDER POSTED.CALL INSPECTOR r CITATION ISSUED i= INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the nex ins ction 24 hours in ad nce.473-73 'rJ7 OwnerlContractor Inspector. � �� White Copyllnspector's File Canary CopylSite Notice