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Home My WebLink About1994-006632 - new septic system' PERM�T CITY OF ORONO PERMIT TYPE: _ __ _ 2750 Kelley Parkway- P.O. Box 66 __ ; :�_.e_: =� �,-;�..,�;. Permit Number. �"��'`_': "� Crystal Bay, Minnesota 55323 - - - - •��- (612)473-7357 Date Issued: _, .: ::-;_�;�;;��=��;� SITE ADDRESS: ,..._. _ _ t.f i...�. . " '": . 1'. DESCRIPTION: ,-� ��,: . ._..... �:�.�: _ _. _ . _. . _... " '_:'.� , � ::'=.�.�;, 4:,;._ � -;. _ �.��;,; - ��:.:�.;.-. --�s�- _ _.,._T _. _ . _. .�€I •_ *f';�' d�.._:. _ ._ i i,_ ��1''_� __ -�F_..`L_'E� ... Y:i:i j__.. {e'�S_i. .. . , � ._ I'?E.� �.�..L.!�``.fs..s... � . ' . ' - � �iL i'ji;�i.A�!! U1 % f L'! L�!!L�liV - ty�L ��L�f'i la 1%1ti^'�y:L L•' I 14L . ... :�._..�,_:}i4ey .. .L i'd�•u1�.�'l!V V V Ff i Ldi e�fi} ilti L'.!. lL�t iL�lfa1!V .:."'�•.'!i ji ti} ?t 1L.•:.iil'1lVVV }7 :y{ C,} V.A �'L!T •i.�V '«•.:i�:D� t ' �i i 1..-/tLLd� 7L LtiVet.7V ..' -�7j1 f.»Yi'fAeh' �'tfif f'iLi_�LS1 7 .!:n.eit\ IVL• }"s�.`�,'! -:}i`? !ff}i ...._. . _ 7�tJ11.'14'V L•VVS 7tV1 !i�l'1t�, REMARKS: �� FEE SUMMARY: - - .� ; ;-,,- ..i..� ... ._... �.:rF" _.__...�_�._ "'.f1 'E ��ij:•c::. �' :'�- �4!,s.,Fi�;�C•�i i CONTRACTOR: -- :':;_;='_ � :__;<-:�_ - OWNER: _. : , _ - _ �, --. . . : �°_;;-:. E: r , - :i�•;��l;i�1`; ; : , . �_.�. �_ � � � ._: � .. � '- `� . . _ . . . . _. _ . -- � - - _. . . .. . . __. ._._. . _ .. . .. . f_:.-.:, ;;..�. r..:t !n _._._ ._f.:i.� - - �:':f , _ i i'. _ - ;�� •;e _ - -.��-� �=z F�'{i"_ -�-- �r:'v r - .. `_.4•�:, ._ .._.... . .. . _. _. _ . _ _..... .. . . _. .___ . . .. . _. . . - - - - - NC E i<<; . �} +i...� I : + , . . . . 4 _ _ _ _ _ _ . „ _ .4. .�..£d . . � � � f '.:t � _:...'.. S� � �� _.�� "'_t__ . _. . �.i. ... _. .. _ . _. f. �it�.�� . . ..._. �.___�'�. _. . . .... . ..... .i._ 1? i �.';��- .�+i�.->vj : . .. 't . .. . -�4' � S:!� i_ � _ •�� i !`�i�'. �i 'f �- �:J Y ! �.� " ' 7`•, � ' ,. --. ;.� � a J _,.. { i.L_ • . : i.t�i;. .. . .... . ... ._ . .. _ .._ .. ._ . . . . _ : ..� _... ...1 _.. '."7: .�... f".-s! .�......__. . i �:'i ?:�_i_ rr _�i�. . : ;'� ' .t'i.'�_,.t"i'�a._� '?E.._!.. ..s :,°;"�T� _ _ :._.I _ ..r �., _ _ � p � -:- -�• T :P::?" �_�t _ a _ I t . _.. ! .- -- M':' . . _ . . . . ..,. ... . <.t. . ,.,._ � . _. _ �?1_ . .{• _._..._ ',r?,:i1i _.. .__. .__. . . � . L J ��.� V,�in.`, ��l'c� ��%1-s� APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE CITY OF ORONO SEPT`IC SYSTEM PIIZMIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, NIN 55323 � � �� c,l� � . JOB SITE ADDRESS: �� `, � � �c"� "v v� Occupancy Type: Residential �_ Commercial Other Permit Type: New or Replacement System, $100.00 Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name: ��-1� �� i��-PhoneNumber: S�i�i�:... �p: 5-33 Mailing Address:�� / �l�' �-` � Y f�' City. �_�a.�.:, ��r c Contractor's Name: � 1�;v-�v' �-{ ,(� � PhoneNumber: 7 Z 3 � l s� � Niailing Address: 3� �t S�«, �u��_�'�� = _ City: �P� Slnc, tc��c` pin..,. S S 3`)4. 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 Offices; 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 Ciry 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 contractore B. Tank installation prior to covering. �pection is required C. Drainfield trench installation prior to covering. For mounds, 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 are 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. NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. ��Y�'`� 1. I have received a copy of the system design including the City of Orono � � Septic System Approval Cover Sheet. Z � ` � _ 2. I will be installing the following: � A. Tanks: �Precast Concrete Other Manufacturer -� 1 S Tank Capacities: 1) � gal. 2) Z� s v gal• 3) j Z3v gal. B. Pump Station (if required) � Pump make & model � �> S (attach pump curve & �-�u� literature); system design requires � �i_ gpm at / � feet of head. High water alarm make & model e�v,�,��c�� Outside electrical work to be completed by installer electrician�_ 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 3�' 'x /zt� Distribution Box Pressure Dist. Pipe Diam. /l� " Maniford Pipe Diam. 2 " 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, 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: J�C,�-v�2�-l' 0� C.��t'ii�vL- Date: ��- �- �`1 MPCA Certification No.: Staff Review: Approval T� Denial � j�_ �� Reviewer: �1.0 G � Date• Reason for Denial: . . � � ' � � • � . . . . � ::C:::C=C::sCC:�::C . . .. ... .. .. .� ��■■■■��■��■■■�� ., �N��■■��■��■ - • • ■■■��■■■■ ■■� ■■ � :�6Y�l1��■■�■■��■�■■■■■■■�N , ��Av�� ■■:� , ::_��:�:::::::::::::::=�:�=s:: , �w..�=........._:.......sa.= � ...��:'es�::-:::::�::=:::s::s= �, ��m��i:�=::=�=m:::=m�:��:: .-.•:�.■■■ --.■..�.■■■.. .■ ■■■■ -.:mm.�=■ � w..=:... ■■■ ■..■ ■ ..i.,.:•.C............C..�.... �r....._.��..�..C...�....iC. � .�� . •._.... -........... ... �� -. -....-.. ...�....�.. ��i'■��i��ii��■�a■■�■=■■� ��i�■�a�.�. �.��.�=Ot�.� ■■�■ �� , i::��i:=iii'■i:=i��:��i:iiiiii , :�=�ii��i��i�iii.��i►�iiii�iiiiii . :C::i��:':::i��:z�C:=ii��C:C , =C��:�:�`�:��:=:::s:C:=C :::::=::::C�`'�C=:::C:::�=::_:: ��::=1�:=:�::�1`=�:�:::ZC:::= , , , , , , ,, , ;, ,, „ , , , ., , , , , , ., , ., , :, .. „ , , , .. , .-. . . . � , � �'' � .� 1 • 1 � '� 1� •. . 1 1 . � . � � � � � � � � � � � � � iii==iiiiiiiiii=iirii� . . =�i��i�=�'�=iOQni��iQ . . � �\��■��■■■��■ , �w��■��■��■�■�H -.;.�-..... . .... . . . �.��.��:�a�li�tol��=��5=�1� , �:'�.��.��:_..C�.�=....=i�.�.=C. , __ .r : , - _. ..��i...�.............=�C:� �"a�� `�q��11��=1�� `�w�i.�_ � ��■ i��. ��■■■ ..�.,�.��A�.. _ , =i:;�iiiii►Si��i=ii::i==iiii=�i= �h:��:-�: p� ■ �■ ■ �! � ��r:��i�i�i�i�� ■ .��w`��p�.��■■■��R#�� ■■ _ ' �� i . �_�� \��C�R!\��\�\`r:\■■■■��.�:l1��■■ ��(��aa�►\��\��`� ■�■��►N■�\ hl��\=la��\\�� , �Mi��\:'�'��'�� , ■�ni.�-�■�Z��•��i�. •.- ■��■■■�� ;c� �, ■�a■�� =♦i�i`s��►�`►�.��i'��.�i� �■■��■�■i�.a�;�i►�i.+�,"�■�-�c�ii n�a�■ ui=iiii��■i��i■��=iii=�iii��■i �iii■��ii��ii=�ii��i�i � , ., .� :, �� , ., ., :� �� , .� .. :, , � .� ., :� �� , .� .� :� „ , .� ., :� �.� . . � � � � �xs'i � .� . � � � � � �� • ' � • • ' �� • • �� . . H��■��■��■■■■■�� ■�■■N■■�■ : S:CC:C::C=CC:::CC::==::�:C:: � ��l��1��_=�:=:C ' ' �� ■■�� ■■■�� ■ ■ �• -��-�� i iii ■�� .�.:...........�C=.....�C=..=. , :�..•.�.;��===..C...=s... � ...............=i:::=::::_:�:� � r�:_.o;:'�`,. .. ... .i.:!\G\:.■■■�■ � =i�� i�i===■■=�i■N=�i� .�■�-•�■1�-•�a■�■■�■��■■■ ��■ ��■ =�-�.��-��.��■■�■��■ ■� ��i��.��:�:\■■■�H■■■■�■�■�� \=�i\►�'L�;'��`\�■■�■�■■■��■�■ ��\..■►��\C�� ,,,�\��■��■■�■�■� I��G:.. . •.•,k,� . . .■ ■■■■ ■ � !::_:==��i�i=1:��:��::=::Z�:: ' 1=�:�� .��:�:?��:IC:::�� :=:S:::S:::.::::::C::==:::�::: -�. � _:::��:=CC�i��=::�C====: , , :, , ., „ . :, . ., .,, . , . ., :, , ., „ ., :, . .. ,. .., .-. . . , . , • , ., . , . , . . . . -. . . .... ... . . . . .. -. . . . -y-- _ . . �►s s `�- . � � �.• �� •. i� • � � � � �� •� • �` , � ,� •� 'gvv �.� CITY OF OROI�'O SEPTIC SYSTENi A,PPROVAL ��. � �� ITY of ORO�TO ,� �. � ��.,�.�;b � �7 , n 2_ �, Municipal OtTices � `u t �d y �. Posi Oft'�ce Box 66 �L� t� ��J Crystal Bay.Minnesota 553Z3-0066 kESH�� LOCATION: 2860 Deer Run Trail OWNER: Mike Gillen GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing REpORT DATE: December 15, 1993 The City of Orono has Approved your on-site system design as of October 19, 19 9 4 (approved-disapproved) (date) wi[li the following corrunents: 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[o building site excavation and fencing must remain in place until final site grading. Approval to pour footings wiil not be gran[ed until tlie Inspections Department 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 comple[ion 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 ORON By � . ,_.., �_� ' Stephen W an, On-site Systems Manager TELEPI IONE—473-7357•FAX-473-0510 r , S'P TESTING, INC. Steven B. Schirmers — MPCA Cert. Na. 627 � 1 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 December 15 , 1993 Coffin site Lot 9 , Block 1 Orono, Henn. Co . , MN This On-Site Sewage Treatment System is Designed for a Type 1 , five bedroom home i;i ac:�ordance with the Minnesota Polluti�n Control Agency Chapter 7080 anc? loc�l ordinances . The soils on this site are SCS soils mapped - LrB - ��ester loam. A seasonally high water table was located at 22" to 3�" , (mottled soil ) . Due to the seasonally high water table , a Pressurized Mour.� System will 21P.Pc� to be installed . The bottor� oF the rock bed must be located at l�ast 3 ' above the seasoiially high water table . The soils at a depth of 1?" have a percolation rate av�raging 4 . 1 in TH ' s #3 , 4 & 5 . A pumping chamber will ileed to be installed ta iift the effluent to the treatment area . The manifold and supply line pipe must have back drainage to t:�e pum�ing 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 . 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 wit:z a iight and soizn:� device , this is in case of a pump failure . Mercury floats are a good method. Al1 neighboring wells are located greater than 100 ' away from the proposed treatment area . CONT ' D � f Coffin site Lot 9 , Block 1 Orono ( 2) Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be rnarked off before construction. This Desiqn is not valid & the System will 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 qray water , ( laundry , showers , etc . ) human waste & toilet tissue should be disposed of into the septic tanks . Garbage disposals are not recommended. Smaller amounts of laundry soaps , dish soaps , cleaning agents , etc . are better for the system. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent properly. Additives are not recommended, they may cause harmful damage to your system. Recomr�end to have your tanks pumped every 2 years . <� � � . Steven B�chirmers �� SBS/ds i ;�= _ �,� � � � �' ,uti-��_�.•r�� _ � ��,� s,cva:.�- �� , ( � , 1`� � ��7S • �4t4.0 \\ W Z'��'A1�=':', I ,' ' �. � � `��'` % 1 � � �' S f'<<`��`�- T_ ' �� ' I x + � � � \ � / 9 9 5.3 i "-y9 � �1''.5 0 � j � 'S � fi�n o � L �� 't��s,�,� �`�t�95.fe I �� I �H � � A'��Y� � + �` - ' � �i � 5.2 .a ��:1 .S�� -'.�at% ..Y "i� �� ,. I I S . ��1.,.'�3�I'�C� �`�� '�l...AN „�,a,'�.,��':}„_ � +�95.'�-'� � I ` „s� ,�� l `""C?f7»_.. - - �i��/�J Z�e-v4os<� ` + �/7� Q,�T-,��t�l� � �� `,I �' � � •��./,,� ', .��.0 � _ `+,�, � . _, G�0.M��Z t � � r ;; �l.0 v� _ }-+ S'�� 1��-( : . _ ._�_ , . F _-r�- T / ,.. : • . �,�z, �7-�� ' "''- • - � ao �-_ � � .'' Lo'��,� �:�i la�o��'r� �Aia� > .fi_;t�'L, r.�` i`7 ;� �'OF'OSE�O �� ,��'�, � ', n� 29 „ AS NOT��:� �fA��GS �f� s�_5 � s� ��5 q,� ,, ��v��Co-�s � ;T APPROVED __ . RESUB�1�;i ! . 1+ � + x � �' � ;-1 'i' � comments are for yo� �` .vork shall �, A�h - �y,aa Y3 �rn.��+-'' �p %S� ' %\ c�rt�Piiance �ith ail e�. „ 3� zanfn.. V �• N � r�_^7 � �, ,.:..�� J'�:t:: ,.� � ;a+a7"�C lpt��ti � .. .;+r...rl � .�� .. � \ \ /' a.`.5.1 � - , . . � , , � ti� ;- �� ,s.� � 6 P�rco�a!ion Te�ts Scole: '' -;-;� �o� � �� i �,� X$oil Borings � �I� ' , � � � �.��, . y �__ �BE�ct: Mork - � A AP4�o�{- � � �� YF'6�cs e�-� 1 S� � * \ �::�.o� '«��"'1�'�-�� - � � � �g.�� Note� Th;s sys!em is to be construcfed to meet \ -�� ` �gq-� � �\',� �he M�rnesota Po�(u'�on Con'ra A:,ency t � � � � , - � �o Chapter 7080 & Local Ordirrance. ��f�- a�� Hc a��( �c��M�,.� vf� � � -� � o. � \ �,-,�3�, �— �,4.� =^' � G! '�N� �'��c�'��-� 'Cg�i��-� 5., � '�p�o'Pcs��. �* ;�s�_��,; ��-�e�� a A-f-�� g"�� w��-�- � Check a11 underground titilities � qqN;iy �� 9� - ` P� �: Go4�1�� ' ',1��_ , PftC, �RTY G _ � � � � � ��'� `-I , ��j!�2��_-- ---- � /,J �� T �� f \ � � �� ,�n 1`-'1 � , }-1'��'�1 C v , l � � � �� _ � ,�� j � J,� �� '� S-P TEST/NG /NC. � �� L� \ ;n��t n � � � Ges:,,�ed 3y- �Z�1,.-- o� ��a T--- � i 3 ;� ' '� C��P: r;/_a�-; PN. 62 -�97-3506 . { - - - _ _ - - - - --- - -- ----- - --- - - ------ -- — — i ' � , t _ " � �/� � � ` � '-)'•l 5 S � I � � '� - - _ ' \ � • - ^�/�' � - � '- -- ` t�' /o'x�� u.oc� �.�v. � �'i I r� �- - _ -- / .� c� I ' ` � � - - - - � l �� GJ f�v 1.,�-V---7 ; . �''`• .(� ' �P F= SR�.�� - � ^ � ' ? � ��.`qa'7. I .J i-�'J"Sr'-�k ��-A'S - ► - � ' i :�.3 so�-r,� /.vS�tH� 3.O ,�^�� -- ------ -- -'�---�.C'�lq l�. � --- - �- __- --� - - - I � SET- BACKS 4��\� �l��/ I a� .i, /c` 1"a� i `-- ��- � I HOUSE � I � ( il System must be� . Tank Zo� from propertylines X - �'-�-'�Id� ��}3��-- w�o'��-. , F1...1�..� �5�1-'1�7-''�� f rom wel's �,,,��}�� -o�-f � from b'dos. I, iiv�. � , �ti;<-(�..'a�n'� , - ,�� . Treo!mer,! area = from lakes , �S s#e� Treotment area ?'�� from property lines NOTE� Power supply and switches must be located in a i I M/�M�{o��s m�n ��." �'from we!Is weather proof encbsure outside the pumping ctxamber and manhole aQ�rF'c`_ ��from b!dgs. � �- -� 1;z from trees I� �I SOIL BORING ELEVATIONS � � i r _ . . . C I � �----�min. , � a -,t � � TH. I EL.-�y '�� - °��s.L; � � � ; �"do.su � rade�% TH."2 El.. 322 5 �f��`�- 9� 5:�I � ' - /1 ' - 9 � Tank � i Tank i ';! TH"3EL.-9�2:� SHr'``� -�`:�•Z� � _Drop to Tank I ( ; ' �� PRESSURE DISTRIBUTIDON MOUND SYSTEM TH"� �L-��.4 �� -o�q S� 1 � ' �� ( � � L� �-�_i'S;� N}A� 1'F�L __ � � Min. I to 8 �purr,ping ?"N"5 EL-�` �•tb j ' Max.l��to4� � ��-�=P '�'��?��. ��!-��A�.L�vJ Chamber EL�VATIO'J ol pROPOSED PUMPING � 4�fo 6��dia. pipe CHA�titBER-��,, �Y�e �9o.0 ' SYSTEM DESIGN -MOUND A�`�o,�t , �(or o�F ��-o�-� - 1'�os.o� �' L,ouJ�c �-� ��-votz �S.o � TYPE-�, � BEDROOM , Average percolation rate �- L min./inch (design.83sq.ft treatment area per gal. of daily sewage flow) 7 �ge!./day x.83sq.ft./gc!.� sq.f!, of treatment orea +10% _�`�.sq.ft. ( .= IOft.width= �`� ft.!ength of bed area +side s!ope run�!o ! x�heigM= �r`t.x�ft.lawn•area needed) � Cleon rock needed- ��1sq.ft.treo!ment areo x ��depth of rock�cu.ft :-27= a� cu.yds.(3/4�!0 2 I/��dio. ,includes 2�of roc;c above pipe) ��``-`� Cleon sand fill be!ow rock needed �.L��cu.yds. opprox. , sandy loam bock fill a� cu.yds.opprox. , topsoil 6 ��cu.yd. 1��=�__ _Sti��-�_-:.;,__ot a-�, �a_ 1 � '_. . (�l}1�`.�t-t"r"`J � . ` _ Number of tanks required a Ist 'onk i� v gol. 2nd tonk/�� g - �� ^�.n^�� r �� o�o �� i•eY�G�� '�� `.. ,l, "�� ✓��--��—c�� I - � , _� , —R al.minirrxms r,__: � P�,•,,.� �L;._, �-t.��.,��c� Pumpinc chamber capacity- 25% of dai'y sev�ge f'aw of � '� gol.=�`�gal.+reserv2 storage of 15 0•�s 1/Bl� `� � gal.+pipe back droinage— � C ,�; � � al.� man�fo d � �./IOO linft of��dia. � e I�.ft.needed `� I. PROP�Y OF� C-D"F 1 1.._l � , ' of�_oal./IOO lin.ft.of� dia. supply piae, 'in.ft.needed �L�, ?�` g � � g ! p�p � � 2 total ce�aci!y needed � � gal.(p!us area for um � �� 1 ci , ��!� � P P) ::�F �,.,,-�, x U a-�,�.,<<.,�, C�O�O l�l�-a . . F-1�`}-a�-! . c�U , Distribu!ion pipe��.4dia. , 1��lin.ft., ��'�� dia. perforations 3� ��aparf ; Pump s2e �/� hp. (Pumpob!e capacity 3LL gol. 4 cycies/day) _.�.s�� `� �_. l-?c��o_.__`�-=�s_5 � �;;�s c��e_.ue_--3� �o,l__ti��.%��_ � -- � r S—PL TEST/NG lN . ; ho'e � When construc!ng bed - � this oreo shou�d be shc�ed Note� D�stence from treo!ment orea lo ne� hborin we!!s— ' peSigned 9y� /� �- S � • � } � � 1.��A,'�s"�:- 'r' ''` '�': l 0 U � 9 9 i o nr`- i .[r..._ - � o diver run-c f from en�enng treotment areo. � ,., ,, .i� �,_��,� aµ 6�2_497_3se6 I �� MOUND DESIGN WORKSHEET � � (For Flows up to 1200 gpd) , A. FLOW [stimatcJ Scwagc Fbws in Gallcxis per day Estimated �J C� gpd (see pages D-7 or I-3, 4, 5) ,,,�m�< <s�� or measured — gpd x 1.5 = — ��mS Typc I Type 11 Type III �� B. SEPTIC TANK LIQUID VOLUl�1ES 3 4°0 3 o zgs p«� 4 600 375 256 �� ►-la�o� � -�v�� gall�ns (see pages C-3 or C-5) s �so oso Z�o ,o 6 900 52S 332 Tb�t. 7 1050 600 370 m 8 1200 675 408 cdumn C. SOILS (refer to site evaluation) 1. Depth to restrictin� layer = o��0 3 ��r inch�s ti�V�MT.nkCayacitw��ying.ti,,,,. 2. Depth of percolation tests = )a '' inches ��m= "'°�a;a�`y�"° `�`�ai��'<`'�;:��,e�'' 3. Percolation rate �{ . I mpi z�ku �� u 3aa tan tsc,� 4. Land slope O �v � °Jo ,°8 a y �� over 9 ..__. D. ROCK LAYER DIMENSIONS l. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flo�v x 0.83 = �,�gpd x 0.83 sq. ft./gpd = ��, sq. ft.rt�o'=�- ��'� 2. Select width of rock layer (10 feet or less) _ /� ft. 3. Length of rock layer = Area = Width = �_ sq. ft. = _ ft. = 1��' ft. Rock Bed . t•t•f•.'•f%t�f.f::�l.J:f:f:l,• ti••.••.•ti•ti•ti•ti••.•'.•'.••.••.••.•'.•`.• •f•f•;•l.l.f.f.f,f.f•1•,I,f,f,� . ti•ti••.•ti•ti•ti••.•• ti••.•ti.ti••.••.• Width <_l0 ft. .f.f.f.f.r.f.f.f;f.f,f,f,;,f,f . .•t••.•ti••.••..•,.•,.•,..�.•,. E. ROCK VOLiJME' •'f'''''''''''''''f'''''''''' � Length -� 1. Multiply rock area by rock depth to get cubic feet of rock; ��a sq. ft. x ' _ ft. _ ��K cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; '�1 u"cu. ft. - 27 =�cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �� cu. yd. x 1.4 ton/cu. yd. _ ?��% tons. F. ADSORPTION WIDTH _'�� Y%i Absorption Width Sizing 7'abic 1. Percolation rate in top 12 inches of soil is�� mpi Percolation Ratc Gallons Ratio of 2. Select allowable soil loading rate from table on page E-; in Atinutes per so��T�x�� ,�y a� Absorpiion widiA � 4 \ d/ft� Inch(MP!) square foot io Rock Lnycr gp Width 3. Calculate adsorption width ratio by dividing rock layer Facte�than 0.1• c�s�„� ..___ ._.__ o.�ws s��a i.zo i.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��s•� Fine Sand•► o.�o z.�o 6 to]5 Sand L.oam 0.79 1.52 1.20 gpd/ftz= ,�+ ' gPd/ft2= ?, �'�1 �6�o�o �A�, o.�o z.��, 31 ro SS Silt Loam 0.50 2.s0 Check this value on page E-16. ��o ClayLoam o.4s 2.�� 60 to 120 Clay 0.24 S.W 4. Multiply adsorption width ratio by rock layer width to get Sl;��an c�ay _____ _____ required adsorption width; � �� x �% ft = � '� ft ; G. DOWNSLOPE lllx� wl��ri � � 1. If landslope is 3% or more, subtract rock layer width from adsorption width to obtain minimum downslope dike toe for ' absorption: � ,' ��,.�? ft- 1�� ft =�feet ,� 2. Calculate minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation �CZfeet b. Multiply rock layer width by landslope to determine drop „�,� in elevation; Slope Difference �� x ? % �- 100 =� feet sp11�� -� c. Add depth of clean sand depth of clean sand for "�''°p'�.'�° -�-��--�- separation at upslope edge (2a) to depth of rock layer to "`�°��"`}-�' rock depth and the depth of cover to find the total mound �'""'°p''"'d''' �" �_ height at upslope edge of rock layer; �� /- J ft + 1 ft + 1 ft = �c) feet �,,-- �.�- �� d. Enter table on page bottom with landslope and upslope � •�� '� `� - ' � � dike ratio. Select dike multiplier of 3 . S � e. Multiply dike multiplier by upslope mound height to get upslope dike width: -;,v x 3,S� _ �_feet f. Add the depth of slope difference (2b) to the upslope height to get the downslope height 3. o +. � - ,� feet g. Enter table on page bottom with landslope and downslope dike ratio. Select dike multiplier of U .S�1 h. Multiply dike multiplier by downslope mound height to get downslope dike width:?.3 x � .5�+ _ � feet i. Compare the values of step G.1 and Step G.2.h. Select the �_z�� greater of the t�vo values as the downslope dike width; l7 feet �� ' .., l�� j. Total mound width is the sum of upslope dike x«ke�a�w;�i�;�_;i.p•.'.�"�;.•'•:.'upsio��e'wiaw_��'_�''`;•: width plus rock layer ��idth plus do�vnslope �:�:�:�:�:�� `�K«�.. ''�►�n8w`''�.' _ .�'��; y 1-� ��+�� dike width; �:�.:�:i��:�::: :.�.: N�-�-�+ .: ��'::�; � .'��':.''::•;':.":f':.'f:.',-':.';'r.';'..f•;-':�•;�:�;•'f?�:�:..•'U��slo�::•Dike Width'. = 3 5v�Ll I � ft + �_ft + l� ft = �_feet �Pz��ak�w;d�t,___ . P � k. Total mound length is the sum of u slo e .. .. P P •�'�:-�: Downslo}�:}�Dilce�VJidt6�.�.:.'.:. dike width plus rock lati�er lengtll plus � �'�� , ! u slo e dike width; � ' `�"� P P � .��. _�J f: + !� �� '; - --ll ;t = ► feet L � :..:::��. �::�::��::�::�i:��: .� . .. .. .. .. � � ,� � f'"-1��...:Len�;.-__[._ _ } '- � ) '� ��) � " -� oknstopa ps op� 3:1 d:] 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:1 %slope 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 S.0 0.0 7.0 B.0 1 3.09 4.t7 a26 h.38 753 2.91 3.t'v 4.76 5.(6 6.ri 7.41 2 319 4.35 5.56 6.92 8.14 2.93 3.70 d."si 536 6.14 6.90 -- - �._ �.3 . 330 ;� d..i; '� _.,� '.32 S.ti6 2.75 ' 3.57 4.35 ;.'t5 5.79 6�; 4 3.41 � 4."'6 __ c.2 -.,.. 9.72 ?.(S. ._ .�.4� .i7 4.ti ade o.C.: S 353 �.Cn _. . -, ��,.,, %.F1 3.33 ..� ..,_ >.;9 5.�. 6 3.Eb a26 ?.l. �.35 ;2C7 2_�: 123 3.&.i 4..1 4.93 5-.t 7 3.F-0 5.% 7.09 1034 13J3 2.48 3.12 3.70 4.23 4.?0 5.73 8 3.95 5.88 8.33 1154 ]5.91 2.42 3.03 3.5? S.(b 4.49 4.98 9 4.11 6.75 9.09 :3.1:4 1&92 2.36 2.94 3.4.i 3.sY) 4.30 4.65 10 429 6.67 ;0.0 ]i.00 2333 2.3] 2.R1, 3.33 3."� :.12 G.SS 17 4.18 7_74 lls: .'.05 30.43 225 27F 32i 3�7 3-95 :'?6 ]2 4_69 7.G9 ._._., _...3 .,."5 ;:21 _.,,, 3.;Z ,.. 9 i; �.,1 PIJMP SELECTION PROCEDURE ' ` A. Determine pump capacity: CGravity Distribution EMO PERFORATION OF A PERFORATED LATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of �„„�,,,,, water use rate. ToDwll 2. Maximum suggested for delivery to a drop box of a home system is 2,700 gallons r hour(45 m)to revent build-u of ressure in dro bOX. `� � �� `Loye�of Geoi��til� FaOrk(a far• Pe 8P P P P P � � .'�,��.��yaN,�.�..a �� wth red rosin poper) er or e e a Perlwotion prllled Horizon�olly Pressure Distribution • �,�o , ►�a� wp 3. a. Select number of perforated laterals � '��:��. � a ��.� �r�o Eaa� b. Select�p rforaHon snacin - � ft. �� F~�a a« �.:•' o� r�k►�y« r� r g '- � "� � � � P�rfvollwis�lowled ot c. Subtract 2 ft.from the rock layer length. c�w�s«��w. �°"°^�°' �a�•��, ��-2ft.=�ft. am�oo� son vrop..�y swr�nw BNon Plocinq Serd Loyer d. Determine thc number of spaces between perforations. Length perf. spacing=1�ft.+ ? ft._� � spaces TABLE OF PERFpRA7'fON DISCHARGES IN GPM e. ��spaces+ 1 =�_perforations/lateral ' f. Multiply perforations per lateral by number of laterals to Head Perforationdiameter(inches) get total number of perforations. -� ,, �� ,� x � - � rforations.�l��_ ��,. " • lL enr/ t lMI-y-� 1.L � 0.74 g' �. X awn��_�gpm• �s 0.69 0.90 2.ob o.so �.aa 2S 0.89 1.17 SELECTED PUMP CAPACITY m 3.0 0.98 1.28 -�-gP a.o �as �.a� S.0 1.26 I.65 B.Determine head requirements: 1. Elevation difference between um and int of dischar e. aUse lA foot of head for residential systems. p � � bL'se 2A feet of head for other establishments feet 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold _�feet 3. FriCtiOn loss Pipe Lengch � �. a. Enter friction loss table with gpm and pipe diameter. Poinc of Uischarbe Read friction loss in feet per 100 feet from table. �� F.L. = a•e� ft./100 ft of pipe Elevation Difference b. Determine total pipe length from pump to discharge �,p �� point. Add 25 percent to pipe length for fitting loss,or use a fitting loss chart. Equivale��t p;pe F-18b length-1.25 Hmes pipe length= / 1.5 inch 2.0 inch 3.0 inch ._{._�_x 1.25 =_! �k�-1 feet spm Fria;on 1ou per 100 fr oF pi�,e c. Calculate total friction loss by multiplying 10 0.69 0.20 friction loss in ft/100 ft by equivalent pipe length. 12 09G Q28 Total friction]oss= ��_x �,�; =1U0 =_�feet 14 1.28 0.38 ��. �o;a1 hec�'. re�uir�d is !he suin of eicvati�_�n di;fCrcr.c�, l6 1.63 0.48 I 18 2.03 0.60 special head requirements,and total frictio�l loss. 20 2.47 0.73 0.11 25 3.73 1.11 0.16 �_ + ,5� +�__ 30 5.23 1.55 0.23 '�5 7.90 2.06 0.30 �1� �2� �3�� 4v 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD / �� feet 50 3.99 0.58 55 4.76 OJO 60 5.60 0.82 C. Pump selection 1. A ��,mp must be selected to deliver at least :�'�; gpm (Step A) �ti�ith at least i =' feet of total head (Step B). .�a�.. . _ . _ .. . . . .� 1� �. ,. _ � . . . . . . . • . Location or Project Coffin Site, Lot 9 , Block l , Orono Borings made by ;;-P :estinq, Inc . Steve Schirmers Date 11-23-93 Classifiction Sy�tem: AAS�IU ; USDA-SCS X ; Unified ; Other Auger used (check two) : lIanu_ X , or Power , Flight , or Bucket X Depth , �3oring number _ 1 Depth , Boring number 2 in in feet Surface elevation 997 • 4 feet Surface elevation 997 . 5 � -- ------- - 0 - - - -- -- Topsoil dark brown 0 - 10" loam Topsil dark brown loam 1 - Brown clay loam 1 - 0 - 1-1/2 ' 10" - 1 ' 10"-MOTTLED 1 1 " Brown clay loam 2 - 2 - 1-1/2 ' - 2-1/ 2 ' - M T q Rusty olive brown clay loam 3 - 3 - Rusty olive brown clay loam 1 ' 1G" - 3 ' 10" 4 - 4 - Rusty olive brown 2-1/2 ' - 4-1/ 2 ' loam Rusty olive brown loam 3 ' 10" - 5 ' 4-1/ 2 ' - 5 ' S - 5 - 6 - 6 - 7 - 7 - I 8 - 8 - � � � :;nd of boring at 5 � fee~ . End of borir�g at 5 ' �e�t . S`andit;� .:-z�� :: -�--- - - . Stan?ir _ ��a`�� tabl-� . present at _ � _� �� _.ept~ , present at f`et of d��th, hours a��eY bo� ��-�� . hcurs a�ter boring . Not pr- s,_nt in ho�_� X Not r�rese:�t in i« �c X h9ottic�d soil : ��,otr_led so� l : Observed at 1 ' 10" _ _ , Obs�rved at 2-1/ 2 ' fieet of dr�pth . �e�- or_ .:epth . Not pres;nt iri hc;=� :1ot preseclt in hole Comments : Comments : Location cr Project Coffin site,_ lot 9 , Block l , Orono Borinys made by �-P :e5tir.q , Inc . Steve Schirmers Date 10-24-�3 ' Classifiction Sy�tem: AASHc) ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIanci_ X , or Power , Flight , or Bucket X Depth , Boring number _ 3 Depth , Boring number 4 in 997. 8 in 996 . 4 feet Surface elevatior. teet Surface elevation � Topsoil dark brown loam � Topsoil dark brown 0 - 6" loam '_ - 1 - 0 - 1 ' Brown clay loam Bro4m clay loam 2 - 2 - 1 ' - 2-1/ 2 ' -MOTTLED 2-1 2 ' Rusty olive brown clay loa � _ 6" - 3 ' -MOTTLED 3 ' 3 _ 2-1/ 2 ' - 3 ' -' Rusty 3 ' - 3 ' 4" °�oam brow Rusty olive brown _ Rusty olive brown 4 _ loam 4 loam 3 ' 4" - 5 ' 3 ' - 5 ' _ - 7 - J - � - _ 7 _ I � - I � � ..;?:� cr '._;�_-_��g at 5 ' � :,�,` . �nd of bo�i_rig at 5 � f��t . ,. ---.�._. � ..�. �___ �ci:��` . �;t�i.._, _ ' ; .:,t _� td;�� . ��:Si�:l _ df= �� _ �.�� _. -.t� r ��re:c ,,� �} f��t vf ��t r.rl i '��ours a_`ter :�or��-:�� . i-�curs ��ter bori�zg . "�o, r„-ese:�:+� i;: hole X ��ot r�re��nt ir hole X P�l�� __u sc� _ . '�;o�t1 _.? _,_� _ . ' 2-1/2 ' ;b��,-� �� feet of d��pth . O't,ser�:•ed :+- _ _ � �� ,;t �.� ze�= o� _.-.�th . - - Not pr��s��-:� in hole .:o+ pr�s��:.�_ .... noie_ — Coi��;nents : Cor�ments : �i�.._ _ . _ _... . . . . V�VUL � . . . . . . . Location or Project_��fin sitP . l�t � , Rl �c-k 1 F nr�n� __ Borings made by ;;-P �estinq , Inc . Steve Schirmers _ Date � p-74-g� Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth , Boring number 5 Depth , Boring number 6 in 996 . 6 in 995. 1 feet Surface elevation fee'c Surface elevation � ---- -- ----- 0 - -- - - _ - - Topsoil dark brown Topsoil dark brown loam loam 1 - 0 - 1 ' 2" 1 - 0 - 1 � 2�� Brown clay loam Brown clay loam 2 - 2 - 1 ' 2" - 2 ' 4"-MOTTLED 2 ' " 1 ' 2" -- 2 ' 10"-MOTTLED ' 1 " �usty olive brown 3 - 3 - clay loam Rusty olive brown 2 ' 4" - 3 ' 4" clay loam 2 ' 10" - 3 ' 10" Rusty olive brown 4 - 4 - loam Rusty olive brown loam S - 3 � 1�� --5-� 5 - 3 � 4�� _ 5 � 6 - 5 - 7 - 7 - � 8 - 8 - � i � i.n� of i�oring at 5 ' �eet . End of boring at 5 ' �e�t . St=--�---- � ..�,t�.r �a._ '_ _ . �tanc?_-��c �,aater ta�,_ = . preser.� at ��e� „� :;epth , present at f�e� of ��pth , hours after borir,� . hcurs a`ter bor;r,c; . Not present in hole X tlot ;>��.�ent in ho�e X i�]ot�lec soil : �;o�t,l�u' :�oi� . � �� Observed at � l� _ _ �n �`�ser-ved at 2 � 4�� fee� o� depth . =�� - -.�� - Not present in hoi� :�ot present in hole _ Comments : Comments : Location or Project Coffin Site , Lot 9 , Block 1 , Orono ---- - - - , , Borings made by �-p �estinq , Inc . Steve Schirmers Date 11-23-93 Classifiction Sy:�tem: AASH� ; USDA-SCS X ; L'nified ; Other Auger used (cneck two) : IIan�i_ X , or Power , Flight , or Bucket X Depth , Boring number _ 7 Depth, Boring number 8 in 995 . 7 ln 996 . 2 feet Surface elevation feet Surface elevation � - - - -- -------- — 0 - - --_-- - - Topsoil dark brown Topsoil dark brown loam � _ 1 , loam i 0 - 1 ' 4" 1 - Brown clay loam 2 _ Broum clay loarn 2 - 1 ' - 2 ' 2"-MOTTLED 2 ' 2" 1 ' 4" - 2-1/ 2 ' - O Rusty olive brown 3 - Rusty olive brown 3 - clay loam strong clay loam 2 , 2„ _ 3 , g„ 2-1/ 2 ' - 3 ' 10" Rusty olive gray silty loam Rusty olive gray clay loam � _ 3 ' 8" - 4 ' 2" � 3 ' 10" - 4 ' 4" stron Rusty olive brown Rusty olive brown loam loam w/traces of silty loam 4 ' 4" - 5 ' 4 ' 2" - 5 ' 7 - � - 6 - 6 - 7 - 7 - l � � ► � _ _ I _ � rnd of 'v��i�:g a� 5 � ?�ect . End c� bcring a� S � f�et . � ___.. .'_. � „u =_ .- tab_ _ . �ta:�.i:�g �aat�r �=.b'_e . t: =;i::� c:i- F'�c'�' _,� ;:c:��i� � �Y:.'SP_iC: ut f``-C- � i�f �c�LJtrl� h�:,�..rs af�er ,-��_ _r,� . hcurs a�ter bori.7a . "�ot �>resert ��-. hole X Not present in hole X �io�tlr_:; _�o�= . Mott�ed soi, . Observeu at 2-1/ 2 ' iC`_ _ ;` Cbser:�e.d at 2 ' 2" f_eet of depth . ?v'ot r�r_s:n� i_:1 hoie ��ot �resent �n t-:�le Comments : Cor;�ments : �... . . . _ _ .. . . Uvt�� , i . Location or Project Coffin site, lot 9 , Block l , Orono Borings made by ;;-p Testing, Inc . Steve Schirmers _ Date 11-23-93 � Classifiction System: AASHU ; USD1�-SCS X ; Unified ; Other Auger used l��ck two) : IIanci_ X , or Power , Flight , or Bucket X Depth , Boring number _ 9 Depth , Boring number ir, 995 . 1 in feet Sur`ace elevation feet Surface elevation J - ------- —- 0 - - ---- - __ - Topsoil dark brown loam 1 - 0 - 1 ' 2" 1 - Brown clay loam 1 ' 2" - 1 ' 10"-MOTTLED 2 - 1 ' 10" 2 - Rusty olive brown � _ clay loam � 3 - 4 - 1 ' 2" - 4 ' 2" 4 - Rusty olive gray silty 4 ' 2" - 4 ' 8" loam Rusty 4 ' 8" - 5 ' °�oam gray S - � - 6 - 6 - 7 - % - � ( 3 - � - I � F�nd oF boY__ _ a` 5 � �ec' . rnd c` b�ring at r�� . ., _-:.. ._.- � ,. _.-_ .- -... _ . . 1- �r:� _�:�-, �r:ate. `able . E�r��_:7- at fz�� of depth , p_-ese:.t a�t f�et of d�.pth , hc_:rs after bol�inq . hcurs a�ter borinct , nlot _�resent ;n hole X Not �resent in hole C•Iot�1�� soi: . .�,o� _,:�d soil . Obser�✓ed at 1 ' 10" � � of dept_i; . O!�ser�.�ed at feet of depth . Not p�esen� -n hole Not ��-��sent i :1 }:ole _ Comments : Co�;�mer,t=s : _.��._ . rrUU�7L / PERCOLATION TEST DATA SHEET � � 3.I71. Percolation test readin��made b� S—P Testing , Ine . on 10-25-9 3 startin�ar 8 : 37 �� «, Test holc location Lot9 ,Blk . 1 ,Cof f in s ite��I�nwnber 1 . Date hole ��a� re are�i 10-24-9 3 P 'P" Depth uf hole b��ttom I Z inche�. Diameter of hole 6 inche� Soil data from te�t hole: � Depth, inche� Suil [e�ture 0 — 10" Topsoil dark brown loam 10" — 12" Brown clay loam \leth��i of scratchin��sicle��ll Knlf2 D��th uf��ra��I in h��twm��f hule 2 inrhe� 10-24-93 �0 • OOam. 12 Date .irl� hc>ur u�initial ��,iter fillin_ �pth ��t ininal ��at�r tillin__ inchr>abu�� h��l� butt��r1� �t�th��d uud to maintain at I�a�t I� in�h.,uf��iter depth ir, hule ti�r.rt I�a�t-1 huurs AutomatlC SlphOn 6 . �la�imun� �cat�r��th ah;��c hrl: '^�ott��m �iurin�_t�>t inche> Time � Pcrc��lati�m �I ��ime i int�nal. �t�asuremcnt. I)r�,� in ��:it�r rat�. R�m�irk� �, minut�. inche� I��l. in�h�s , minute>��r � I in�h � 8 : 25 II prefill 6 ! I ' 8 : 37 I 8 : 52 ' " ,,-- 3-1/ 8 4 . 8 15 min 9 : 03 ' 9 : 18 " ' 3-1/16-------- 4 . 9 " " 9 : 19 --- 9 : 34 - --° —i 3-1/16 4 . 9 , " " -- ---- --- --- � � , � ; I ! ' j � - -- ---- --------- --- --- -- � � I --- — L— '� 4 . 9 Pzrcolation rate = �ninut.; per inch. CERT . fi00o'27 PERCOLATION TEST DATA SHEET ' S-P Testing, Inc . 10-25-93 g ; 38 a.m. Percolation test readings made by on startin�at p. ldnte/ Lot9 ,B1k. 1 ,Coffin site 2 10-24-93 Test hole locatio� . Hole number , Date hole�+as prepared Depth of hole bottom 1� inches. Diameter of hole 6 inches Soil data from test hole: Depth. inches Soil text�re 0 - 12" Topsoil dark brown loam !�lethod of scratching side��all Knif e D�pth of��ra��l in bottom of hole 2 inch�> 10-24-93 10 : 00am 12 Date�nd hour of initial �vater filling , Depth of initial ��ater fillin�__ inchcs ab��e hole botte�m ".tethod used to maintain at least I?inches of��ater depth in hole f��r at leatt 4 h��ur� AutOmdtlC S1�hQn . �l.i.�imum ti�.iter depth abo��e h��le bottom�ii:rin�,te,t 6 inrhe� � Time Percolation ;ime � inter��al, �tea,urement, I� Drup in ��ater rat�. Remark� j minutes � inchcs ievel, inches niinutes per j I inch ' 8 • 25 � refill ( 6 � _ � I _8 : 38 8 : 53 _ " _ i 5-1/2 2 . 7 _ 15 min _ 9 : 0 2 ' 9 : 17 �� i �� ; �� , 9 • 2 0 i 9 • 3 5 �� --� �� " �� - I --- � �, � � - - -- — — — , � � � � � --- ------------------- ---------�-- — --- - � i � ---- -- ---i------ - -- --- � I I --- i i ---i- --- -i-- -- i - - - __--;------ ------ ' ---------- - i I ------- --- ---�----- --- - - i i - � I -- -- ' --- i i — � I � i �- — - -----1—----- --- --- - P�rcolati�m rate = 2 • 7 minutes per inch. .��i?T . fi0062% . PERCOLATION TEST DATA SHEET � � � Percolation test readings made b�• S—P Testing, INc. o� 10-25-9 3 starting ar g = 39 � - ,e,,rc I Lot9 ,B1k. 1 ,Coffin site 3 10-25-93 Test h�>le location . Hole number . Date hole��as prepared De�th of hole bottom 12 inche�. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil t�xture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam 11eth��d ��f scratchin�� side��all Knlfe [h�lh��(��r��Cl in bo[[onl uf h��le 2 inrhe� 10-24-93 10 : 00am 12 Date and huur of initial �+�ater fillin�_ . Depth�,f initial ��.iter fillin�� inrhe>.ibu��e hole hott<�m �teth��cl u�ed to rnaintain at least 1_' in:h��f��ater de�th in h��le f��r at least-3 hours AUtOmatlC Slt�hon , A1��ximum«�ater dcpth abo��c h��le bott��m�urin�_t�5t 6 inche� Time '� � Percolatian �,�in�r inter��al. �l�a,urement. 'i Drup in ��at�r , rate. � Remarks � '�� minute, inches levcl, in�hes minute� ��r � inch ' � 8 : 25 refill 6 I ' 8 : 39 � 8 : 54 " � 3 5 . 0 � 15 min — 9 • 01 9 • 16 " " " " " 9 • 21 i 9 • 36 " � " � • " " - - i - --- i i � -- � --- i I I -- - ,- ; ; � � i � ---- ---;------------- I ---- -- i ; i i -- - � i � �I ____-.__--. I - -�_ _ I P�r��l,�tion rate = 5 . 0 minute�per inch. CERT. �00627 . PERCOLATION TEST DATA SHEET J �-. a.m Percolation test readings made by �-p `1'P�t"� n c1 � T n r'- on 1 �-�5-9� starting at R _ 4� p.�. �uatrl Test hole location Lo t 9 ,B 1 k. 1 ,C o f f i n S i te. Hole number 4 , Date hole was preparec� 10-2 4-9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 12" Topsoil dark brown loam Method of scratching sideu all K n i f e 2 Depth of gra��el in botrom of hole inches Date and hour of initiaf ��ater filling 10-24-9 3Dc.�th'o�Ri��al �cater tilling 12 inches abo�e hole bottom !�lethod used to maintain at least 1? inches of��ater de�th in hole for at lea�t-t hours Automat ic s iphon , R1aximum w�ater depth abo��e hole bottom during test 6 inches Time Percolation :ime �� inten�ul, Measurement, Drop in ��ater � r,ite, Remarks � minutes inches Icvel, inches I minutesper � inch • 8 : 25 � prefill 6 i 8 : 40 � 8 : 55 " 4 3 . 8 15 min 9 : 00 � 9 : 15 " 4 3 . 8 " " 9 : 22 I 9 : 37 " 3-7/8 3 . 9 " " i I 'I � — —�— -- -- - i � ---------- ---�-- � i -------I--__ _--- - ------- -i -- i - - ---- ------- i ---- I --- --- -----� I -- 'r'ercola;ion rate = 3 • 8 minutes per inch. �.t,N�l . �VUOL / PERCOLATION TEST DATA SHEET � � ` S-P Testin Inc . 10-25-93 8 : 41 a.`n. � Percolation test readings made b}� g � on starting at -�� taa�, Lot9 ,Blk. l ,Coffin site Test hole location . Hole ilumber 5 , Date hole was prepare�i 10—2 4—9 3 Depth��f hule bottom 1� inche�. Diameter of h��le 6 inches Soil da�a from test hole: I)epth, inches Soil[exture 0 - 12" Topsoil dark brown loam Knife �lethod of�cratchin��side��all Depth ��f�_ra��el in buttum uf hole 2 inche> 10-24-93 10 : 00am 12 Date .in�i h.,ur of initial �+ater fillin� . Depth e�f initial ��ater f illin,_ inches abo��e hole bottom �t�th��d u.e�to maintain at least 1� inrh<< oi��ater�ie�th in hole f��r at least-1 hours Automatic siphon 6 . �laximut;; �t.�[�r dC�[h.thv�e ht�le b��[[��m durin_Ie,t inche> � Time �� Percolation ��im� � inter��al, �t�,isur�ment. ' Urup in ��ater '� rate. Remark. minut�s inche> I��el. inrh�� minutes per ' ; i inch ' 8 : 25 � prefill 6 ----�- - � 8 : 41 � 8 : 5 6 �� _._4-318 � I ' 8 • 59 9 • 14 " " � �� 9 : 23 � 9 • 38 ', �� ---I---- "----- I �� „ -i-- --- i � � _- - --------- _---__ _------ ---- --- ------ I _ _-- , i � - � , i------- ------ i --- — - , ' ; � i i -- --- - ------ -- - ------- ------- � � ; � � ' �; � Percolati��n rate = 3 . 4 minu[e� �er inch. CERT. rr00627 . PERCOLATION TEST DATA SHEET � �� a.m• > Percolation test readings made b�� S—P Te s t i nc�� T nc . on 10—2 5—9 3 starting at 8 : 4 2 p.m. �earel Test hole location Lot 9 ,B I k. 1 ,C o f f i n s i te Ho(e number 6 , Date hole ti as preparecl 10—2 4—9 3 Depth of hole bottom Z 2 inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam I�1ethod of scratching sidewall Knl f e 2 Depth of gravel in bottom of hole inrhes Date and hour of initial water fillin� 10—2 4—9 3 p P�h:�(�.0�m� �,,,�ter fillin� 12 inches abo��e hole bottom h1ethod used to maintain at least I� inches of��ater depth in hole for at lea�t 4 hours Automatie s iphon , Maximum ti�ater depth abo��e hole bottom during � tcsr inches Time ' Percolation �:ime inten�al, ��tea�urement, Drop in ti�ater � rate. Remarks minutes inches level, inches i minutes per ' � inch • 8 : 25 prefill 6 � 8 : 42 8: 57 " � 5-1/4 2 . 9 15 min 8 : 58 9 : 13 " 5 � 3 . 0 " " 9 : 24 9 : 39 " 4-13/16 3 . 1 " " I I i I I _ I � � I � I � _ _ � i -- - ---- --------------- - - - � � ----- - ------------- - I --- -- -�--_-- ', l __ � � � Percolation rate = 3 • � n::nutes per ir:ch. CER�i . -GG62% � PERCOLATION TEST DATA SHEET � ' ' Percolationtestreadin smadeb � S–P Testing , InC . 11-24-93 12 : 01 a�jn' g ) on starting at p m , Test hole location Lot 9 ,B 1 k. 1 ,Cof f in s lte Hole number � � , Date hole�ras prepare�i 11–2 3 9 3 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soii data from test hole: I�epth. inches Soil texture 0 – 12" Topsoil dark brown loam Method of scratchin� tiiele��all Knife D�pth uf,�ru��el in b��ttorn of hole 2 inches • 11-23--93 1 : OOpm 12 Date and hour of initial ��ater 1�Ilin�� , Depth c,f �nitial ��ater fillin; inche�abo��e he�le buttum Automatic siphon �lcthod u�ed t��maintain at le�st I� inche>ut�+�ater depth in hole ti�r ut Ieast-1 huur� 6 . �taximum ��ter�lepth ahu��e hule bottom�iurin�t�st inrhe> � Time � I ' Percolation �ime i inter�al, �I�a�urement, Drup in ��atrr ' r�ite, i Remark� �� minutea inche� le��el. inche. � minute,per � i � inch � � 11 : 50 � prefill 6 ; I I 12 : 01 12 : 16 " � 3-3/8 �� 4 . 5 15 min 12 : 36 � 12 : 51 " ' 3-1/4 i 4 . 6 I " " -- 1: 06 I 1 : 21 ------" , 3-1/4 j 4 . 6 � " " I ' ' — I __ i '� I ; j i ' i � I --- � � - --i- - - � � I � - y � i � i —i --- i , i i ; � — ---- � Percolati��n rate = 4 . 6 minute��r inch. -- — CERT. �00627 , ., � . PERCOLATION TEST DATA SHEET J� S-P Testing , Inc . 11-24-93 12 : 02 a.m. Percolation test readings made by on startino a �� ,ea�e� ` Test hole location Lot 9 ,B 1 k. 1 ,C o f f i n s i te Hole number 8 , Date hole��as prepared 11—2 3—9 3 Depth of hole bottom 12 �nches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidew all Kn i f e Depth of gravel in bottom of hole 2 inches 11-23-93 1 : OOpm 12 Date and hour of initial water fillin� , Dcpth of initiai water filling inches abo��e hole bottom 1�lethod used to maintain at least 1�inches of water depth in hole for at least 4 hours Automatie s iphon , hlaximum�rater depth above hole bottom durin�te.t 6 inches Time Percolation ��ime interval, � !�1ea�urement, Drop in water rate, ; Remarks minutes � inches le��l, inches minutes per � � inch ' ' 11 : 50 prefill � 6 _ I 12 : 02 12 : 32 I " 4-3/8 6 . 9 30 min 12 : 35 1: 05 i " 4-1/4 7. 1 " " 1 : 07 1: 37 " 4-3/ 16 7. 2 " " ' � , � i j , j � j - - —r--- , - - , --- , � -------- ---------- -- _ ------ _-----i — -- i � I , — �— -- � I Percolation rate = � • 1 minute�per inch. � •. � +r PERCOLATION TEST DATA SHEET Percolation te�t rea�iin�_, made b�� S-P Testinci. InC . 11-24-93 12 : 03 `'��'� _ on starting a p.m.� �e.,«� Test hc�le ]ocati��n Lot 9 ,B 1 k . 1 ,COf f ln S lt2 Hole number 9 , Date hole ��as prepared 11- - 3 Depth of h��le bott��m 12 inche�. Diameter of hole 6 i�ches Soil data frum te�[hole: � Depth, in�h�s Soil texture 0 - 12" Topsoil dark brown loam �te(h�cl uf scra[�hin�� i�l��all �nlf2 2 U�p!h��C��ra��l in h��tt��ni uf hc>le inche� 11-23-93 1 • O�.�am 12 D�i[�an�i h„ur��;�initial ��at�r��illin<� . DeE�th e� nttial ��.�t�r (illin� in�he�abo��e hole bottum �t�th��d u��d [�� n;.iint,iin at I�:i�t l'_ inche>�,f��ater�ie�th in h��le Crr.�t lea�t-i hours AutOmatiC Siphon _ 6 --- - - ----- --. �ta�imum ��t�r��pth ah�� h��l� f��tt��m �urin�_t�.t in.h�� Time i �' � Perrolation � �im; inter��l. �lea�umm�nt, � Drup in ��at�r � rate. � Kem.irk� �ninut.. �� inche. le��el. inches � minu[e. ��r � -----I I i -- -------- ------ inch � 11_50 ' prefill ; 6 . ----- - � i ---- 12 : 03 12 : 33 � " ; 2-1/4 � 13 . 3 30 min --- — � 12 : 3 4 1 : 0 4 '' �� ; �� ; �� ,' �� -- 1 : 0 8 1: 3 8 � ---�� i ---�� i-- �� --- — --- —--- � ' � --- — ---- � — � i -- - — --I j i ---- i --- _ _ - ---___ _ _ _ ._ ___ _ _ ' - ------------------- � — — -- � I I—- ---- I ------ ' i i — --= ' i ----- i - ----- - -------�-- --- � I - - — Verc�.�lati�,n r.i[� _--- 1 3 . 3 minute��er i�;�h. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE1 SCHEDULED PERMIT NO. '�^-'�^ ><�— COMPLETED — ` , :� P ADDRESS OWNER CONTR. TELEPHONE NO. � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FI�LING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 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 � 07 DEMO-FINAL 15 SE TALL. 22 FOLLOW-UP Q = 09 PLUMBING RI SEPTIC FINA 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU: YES NO Z � COMMENTS: ' ' Q � - � -_ S- �' j '� r O � � O � W � Q � Z W � W � j d ❑WORKSATISFACTORY:PROCEED �ROJECTCOMPLETE W � ❑CORRECT WORK&PROCEED C; ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �, pHOTO TAKEN INSPECTOR WILL RETURN C]STOP ORDER POSTED.CALL INSPECTOR L CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor o � i : Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �� INSPECTION N0710E SCHEDULED �� PERMIT N0. �"��✓� COMP�ETED ADDRESS OWNER CONTR. i� � ' o TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG � 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT v W 07 DEMO—FINAL EPTIC INSTALC. 22 FOLLOW-UP = 09 PLUMBING RI �2S�SEEIIG_El 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 26 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO M OU: YES NO � COMMENTS:� � ` S � W � , � � � � J � O � — �( �` O k W � Q � Z � �. W � j d [ WORK SATISFACTORY�PROCEED PROJECT COMPLETE W � ORRECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY W � CO_ , PECTION TEMPORARY V BEFORE COVERING _ PERMANENT RECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance.473-7357 OwnerlContracto Inspector. White Copy/lnspector's File Canary CopylSite Notice O y / TIME CITY OF ORONO CALLED IN v INSPECTION NOTICE(X,�"�j�'' SCHEDULED ^ J_ --,/-� PERMIT NO. COMPLETED ADDRESS �LY)� _ Jr � /./� �� OWNER CONTR. TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLWG Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FIN 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU•_YES_NO / ^ � ' � �l � COMMENTS: — ,, �� / w � � � � � O a � O k W � Q � Z W � W � j d i 7 WORK SATISFACTORY:PROCFED _' PROJECT COMPLETE W � f: CORRECT WORK&PROCEED -' ISSUE CERTIFICATE OF OCCUPANCY W �ORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT C CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN i 1 STOP ORDER POSTED.CALL INSPECTOR '-' CITATION ISSUED i=1 INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor ite- Inspector. White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN I'�Q-5' INSPECTION NOTICE � SCHEDULED //� �o —I%��-- PERMIT N0. 6�'� COMPLETED �� ADDRESS ��G'iti-�4. K�G�r� �� OWNER CONTR. �-�� TELEPHONE NO. �`� G ' �� DESCRIPTION �`-� ��" �/ ��?[�� Ot FOOTING 11 MECHANICALRI iBIXCAV/GRADING/FIWNG � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 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-UO 06 PROGRESS F` 07 DEMO—SITE 27 SEPj16-MA1 21 COMPLAINT J �Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU• S NO,^-7 �> � COMMENTS: — � � �� ` � , / � . �c'-' o ` � .�. � ,j,e., � !i O .._., �" �, � W � -- - �y, . / r- ,-�� Q z - ,' i i '' � ,/,' � � _"" .�� - W � J ��ORK SATISFACTORY:PROCEED PROJECT COMPLETE W � C CORRECT WORK 8 PFIOCEED ;' 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 C STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor e: r --''� Inspector. � �-�--.- White Copyllnspector's File Canary Copy/Site Notice DATE / TIME CITY OF ORONO CALLED IN /!- 7 -<<� INSPECTION NOTICE , ' � SCHEDULED !/-% /'1"I PERMIT N0. �� ' � coMa�ETE� � � �'�_, ADDRESS .��`'�� L�-Ch-� /C��'"`� OWNER ��,�, ��1�'� CONTR. C�-Q�"�� TELEPHONE NO. 7�� - ��' S/ � DESCRIPTION ��h"` '��f� � 01 FOOTING 11 ME�ALRI iBEXCAV/GRADINGJFIWNG � 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 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-UO O6 PROGRESS ~ 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J - i` � 07 DEM�FINAL �_�5 SEPTIC INSTALL. � 22 FOLLOW-UP 2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL � � 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO EETJ�OU: V Y'ES�L_NO � COMMENTS: ''` ��/ /'��i:�-��.--�� C�� ' W � � J O � � O � W � Q � Z W � W � j d �WORK SATISFACTORY PROCEED PROJECT COMPLETE W � L' CORRECT WORK 8 PROCEED ; ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. r- pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor' n e: Inspector. White Copyllnspector's File Canary CopylSite Notice