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Home My WebLink About1994-006722 - new septic system � PERMIT ci=�� oRONo � 275o Keiley Parkway- PO. Box 66 PERMIT TYPE: _ _ Permit Number: :`:,;'�:,�y-:'::;_.-�`:` }�!'��' Crystal Bay, Minnesota 55323 � � � - (612) 473-7357 Date Issued: _ SITE ADD SS.` �} I{.,'...�� f'! __;`_/i: � ..'•�'t�._i t��:: ._r� - , ... ,_ . . ,: � : ;. :�. I F.. :-.; , • �_ _ . DESCRIPTION: , t _,��, •-,-�� - . _.. -...i. _ . , ,'t�' �k(€=-': _,_, _: _��F�� . __ _;.��.�,:_, _, Et;_i-;u_,- i�Js_'Y'L: ^S�*{�=__ .':i:`� �•.J�_:'ii_(- i'.T�' itC �;e`_- — L•i � � �e i.rf��t'tv L t+t:?�!("i rrL-`7�C � 1fYR!t4L l! 7 11,L .•�g ts.'trfi}i}�i :s` 1.��l.et�.'VVVVV 17 � . �.. L�1 17LIt .A V1J��V '��iSi!!Z!�i} ti _.i i..a�i��lVL VV }T !!? !LA! =x: V.A L'L1T ��V '�'lJLi'�� !e ei Fa rii ••«-if!: 'i1:?Al�� '�'t!( REMARKS: ;'S+LL�t1! !-r<«,�.�, r;.,�� !iL�Ti V l VV1 7tV1 1 1 S r�'T � � i�:; ,7.�!�Vf:'T' FEE SUMMARY: . . ._.:.}� - ._:_ = ._ � . . - �_:. �?�;.j�;. :.=�� __._.__._,.,._ `_; 7`";7-;= t .—_,� ':_i.=j c;; CONTRACTOR: �- ��i�°:. :_._=�-�F�� -� OWNER: ;_;:^�'r•�:__::: :�': _..-�:`-: � �_F�'}? �`��.._�:;�'_�..�. _ . _ ._. .. _ . _. ��.�,��11t-�i"t.v i�1_.�`�1 ... _.:��:��_. .".s.�t:'s'' —�`j` . .__ _._." �'s.: -i_#''�.E�~'�'r� E --k-� r,jq`h'..`F;i_�._".__ Y.:�i L` ' ' �.,�i €�+.:� `.i;�i G �t`: : . ._ _ __ � !�: � ._ _ .. ._ ;_� _. :t_� ;�a .:'�:_;',�t-� - - - — ,�r F^,�— ~��: �_:�':�4_..,_ :[�.d�t.�!�t� �!?��,�:E�';� F:#�t;;�r�._:�`�� F'��i`�ti _ ,.�� "+`�� .!� , " i�l� �t{�%��. I��='h��J�,.��::�� .��.�- T�:. ,�:; :,:fw��x �,,F`�-�-. ;,-. r,�_� ��L�� W��Ft��:: �';� _:..f . .:� .�'� t {�.�;..�..I��`��:��, �#T.��fi �:�.i... G I�`�' �:�F' . _ . . �� _ = , : r :�- . . :.�; _ � :". ,w. ._ � , a _ _ _.._€�:�..{�, �_ _�,�� _�., �_ ,..._?��::��T'�� .__ . _ . .�f,.� ��s�:�..�' . _ �� . '� ..._.:�. � � . � _ . : _ _ � � �� ' _. , /��/ , I_ /�r ic.m6(l'"' APPLICANT'P ITEE SIGNATURE ISSUED BY:SIGNATURE � � '� �"� ` � �"� ' ,�- I C:��.e�;� CTTY OF ORONO SEPTIC SYSTEM PERMTr APPLICAI'ION Box 66 (2750 Kelley Parkway) Crystal gay, NIN 55323 JOB STI'E ADDRFSS: 2c�1��;7 Sa.,.,_,.-;sy` ,�,�:�� Occupancy Type: Residential '�, Commercial Other Perinit Type: New or Replacement System, $100.00 1�� — Repair Existing System, $ 50.00 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's Name• S��<<�u_� ,� s��,w-;,=�> i.�l�%_°�. PhoneNumber: �{7C-� 7��' Niailing Address: City: �P� Contractor's Name:� �� s��,; PhoneNumber: -y75-i 7� � Mailing Address: �� s' YZ j' sf . �. City: ,��,�� TP� S��c-�. DO NOT MAIL PAYMEN'T 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 City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The following inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractora B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rough-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components 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. �--' —}� r� 1. I have received a copy of the system design including the City of Orono � Septic System Approval Cover Sheet. '�� 2. I will be installing the following: A. Tanks: ✓✓ Precast Concrete Other Manufacturer Tank Capacities: 1) �� gal. 2) �r� gal. 3) i�� gal. B. Pump Station (if required) . Pump make & model/�,,...i�0 �-��o�%/ � (attach pump curve & literature); system design requires �� gpm at � feet of head. High water alarm make & model ,�<-��/,�;.�,� Outside electrical work to be completed by installer �� electrician other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. j,�� Mound Depth of rock below pipe " Rock bed d'unensions �� 'x ��' Drop Boxes Sand bed dimensions �jc. 'x y�� ' :�'��. Distribution Box Pressure Dist. Pipe Diam. I�/L" Maniford Pipe Diam. Z " D. Final Cover/Topsoil to be: '�_ borrowed 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 conect. J ' SignatureofApplicant: '-7 �:- �/ � � ' -- Date: i� -i S- i %`' MPCA Certification No.: � �/� Staff Review: Appro al � Denial � � . Reviewer: � � Date: ��f�� Reason for Denial: . • 1 � n • ,n C �� .�,�, � � , �� '��'' CITY OF ORONO � � `�; ` `J, SEPTIC SYSTEM APPROVAL � � � .. ��.��_�- . �I'TY of ORO�TO ��`��r--�_ �- � •y/��v�l��•y � Mllf1�C1��]CES 'r^ �b� 1ti��,�j[�>�/— . `� . 5' k d+ ,� Post Office Box 66 � i� �� Crystal Bay,Muuiesota 55323-00G6 L`qkESH�4� LOCATION: 2990 Somerset ln. OWNER: GENERAL CONTRACTOR: sticknev & Schw��C CONTRACTOR: SITE EVAI.UATOR: S—P Testing REPORT DATE: May 21, 1994 The City of Orono has Approved your on-site system design as of December 5, 19 9 4 (approved-disapproved) (date) with die following conunents: The proposed house location is 15 fPPt frc-�m tr,P _ future drainfield site. The alternate site may be relocated without damaging or limiting the future site. 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 uritil final site grading. Approval to pour footings will not be granted 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 completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF O O O By Stephen V✓ec an, On-site Systems Manager TELEPI iONE—473-7357•FAX-473-0510 .. - _'� S�P •T''ESTING, INC. Steven B. Schirmers — MPCA Ce"h. No. 627 951 Katydid Lane NE • St. Michael, MN 55376 � (612) 497-35$6 May 21, 1994 Tandem Properties Lot 18, Block 1 Coffin site Orono, Henn. Co. , MN This On-Site Sewage Treatrrient System is Designed for a Type l, five bedroom home Designed in accordance with the Minnesota Pollution Control Agency Chapter 708G and Iocal ordinances . The soils on this site are SCS soils mapped - LrB - Lester loam. A seasonally high water table was located at 14" to 24" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottom of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a depth of 12" have a percolation rate averaging 19.3 min/inch. A pumping charnber will tieed to be installed to lift the effluent to the treatment area. 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. 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. (mercury floats are a good method) . All neighboring wells are located greater than 100 ' away from the proposed treatment area. CONT ' D � � Lot18,Blk. l Coffin site (2) 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 . 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 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. Recommend to pump & clean your tanks by a certified pumper every year if you have 1 tank & every 2 years if you have 2 � tanks to insure proper maintenance. ��- �_ • <�j �_ Steven B. Schirmers SBS/ds S� � c� cr �--�-� �-) � � �` � `�: � �� A�� N��v� �Qa��r-��-r p� o� Q � �—" ,�1� � �(�+�£ 'F�o�eos�:� �Y��-�Cm:�-t'; �Y��1s ��o�z.-� � � � �p 1�� e ►4'�- c,�1s�f�-��u�, � � � . �_ , �� /� � �_ . w�(��a�-�p �. e � °. '� � � �1`� � ' �,? ��os�� -- •; � � �� ^n � � �J��,.L, • \ � � � r � y ` � � � � c.: �'� �°a . tnw � �y � � }� Q � ? os � � � � � a.� � �c � . i \ � � � �� T � � o � 9 � � � �' � � ° � �c�_ p b J ,. , � f flY��r`L , �' � R' � f � � l-�o t�5�.. `, ��,� � � �j � � ; � �` _ T- ` ►. � F�ozos4-p an � _ �� j/ ' 3 , -(a��cs. J 4 / � / `�� ✓� � • � � �L�/L1'�i D�-1 S S� �S� _ � ��o�x �•/ � , i u: \ ,!' Y yy>�. 1^ lPv-o4osE� � � GO�'�)A� � L��1-4"C��La / '/ � �l�a- ` C '4J�n��,.1V , - it ,� L��m'i'>�`� \ / � , 1�.R-?-�� S1��V�1D'Q�S � + ,.a -r �S "'�` � � � � � �� K � � H� f �3 �S 97. � '�S � W Q G ` ' -� \ �q n � -� � � �� 5 ,�� ►W-. Gi Percu�o';on Tests Scale= 1 - s'o' � � � ' � � Xsoil Borings � .� \ ��}.. �n ,� 1 iifr L - � � � C :��.a.� \ sw_ �Gi �Benc� Mork � � � �'�, �� \\:� \�\� � � �\ Note� This sys!em is to be constructed to meet - � ,��y��S��y \ �� +- � X a \ the M�rnesolo Po�lu!ion Con!ra A:,ency �� '�� '�°°��. � � � �0�''S� Chapter 708G & Local Ordinance �� ,� LV�'�L�?}b.�, �� , � � `�9R.� '�'S�M',E'!�� \ � ,� \. � � `';_\ ` �\� Ft4��- . � � , -� ! x� �`'� `, ��, \ �.� Check all underqround utilities �\ , � � ,� � \ � �� p �� st� �� `►�1z=. �y ,4j, Q.�i l � -; �,�t�, � � � � � �V � s..,o�e�- l� i '�'}" I � �'o �- L;� ' "� F'-f�pERTY OF- C_o'�l?..l _S.L�_— f �`� + \ \ � S� " ---- i-,4�� t ��. ��0�-� ` v '�+ ��.�KI.E�j m .',�� . F �iY, �s—� ��PAC-�F�,> ��"�--� -r-ti--, �-.- '✓f-V7�-k� I_L�� T"�7-�- /..�J . J� � �3 ' __ — -- s-P rEsriivc i�+ic,� . 20 ,�, ---� i3s= � � �� , • +''`- ��, s>� Oes,,ne.. BY 6 � �' Ca�e:�./31/�`f� PH.6,2 -497-3566 _� � • ' -- - � . _. -- - -- - ----. .- --- - _..- � � . . a �_ � � . _� �- � Jox�s6 go �s� ti, ` � S - - �- I . ,`S _ � • � ' '_ 3,! I Z�"` SAWo 3.45� J /oa.S /• S��A�+�, 1 - 'P�A�>-1 V��uJ � � 3� SET- BACKS �.L.� �� ; /O'� �—� . I` --- ' HOUSE I • System must be� ( Tank�� from property lines X - S�-�j,a�.�S�4L. t.�.)�o��_, t� `. � from wel!s . - ' v.�A�-ti-ouT zU from b'Cgs. , I-��,;,; , � T.�eo!ment orea _�from lokes, _ streams � Treotment area �� from property lines NOTE�Power supply ond switches must be located in a . Mar�Ho�S m�n ►T" 7S'from we!is . weather proof encAsure ou!side the pumping ct�mber ond manhole . � QRGCFitL �'from bldgs. � � �——i 1s?'from.trees SOIL BORING ELEVATIONS � i � � - ��- � o � I � � � �,omin. , . - . THAI �L.-�� '�' l000.�-F , '�da.su I � � � • i ! � � �_ gr�de�.%TH:�2 EL.- 000. � � Tonk � ' Tonk i ;;, �� TH"3E�:3�'!:� �rop to Tank ; ; t► PRESSURE DISTRIBUTION MOI�'ND SYSTEM .i.H••4 �L-q'�q.q . . �� U , I �-'�N�C'6�- MA}1�'FOLo. . . • Min. I to e `�' �Pumping TH. 5 EL-1�¢��i Mox.l�to4� � ��P �C'�1-a�.�.7 Sl�+�A`.�..oc�J Chomber EL�IIATION ot PROPOSED PUMPING 4��to 6��dia.pipe • CHAMBER-�11c62u�d �P�r"P�o.o . . . _A44P��-.. �o? orr 8�.vc.Yr- /o01..o SYSTEM DESIGN -MOUND � �� aw�asT �L.00�. �1� �,p , TYPE-S, .� BEDROOM , Averoge percolation rote 12�min./inch (design.83 sq.fl treatment orea per gal, of daily sewoge flow) i ` 2�gal./day x.83sq.ft�ga1.:�3.�sq.ft.of treotment oreo +10% _.��sq.ft. (.= IQft.width=�ft.tength of bed area�side slope run�to! x3�1 heig�= �_ft.x°►� ft.lawn•area needed) ` , I Clean rock needed- ��sq.ft.treatment area x. •L�depth af rock--�r L�cu.ft=27=�_cu.yds,(3/4�to 2 I/�`dia. ,includes 2��of rock above p�pe) ' w�``'�� Cleon sand fill below rock needed�1�cu.yds. approx. , sandy loam bock fill��cu.yds.approx., topsoil 6��.2�cu.yd. .AS7�--.__S.rt31-�o_____Q�451�_-..._1�_2� • c.J z�s t�� Number of tonks required�_, Isttank��2 I. 2ndtank o v ol.minirrxms ��' ��EN� -�o Aoo ao�o �C� TOQSOILFOF 1R-ft�ct�J�-AQ '��PE �4�-.-G�Yo.'�o'CAA.� go , �1L_g fti.V s P�t m P i N e.� �-��Am p E R- � Pumping chamber copacity- 25% of daily sewoge fbw of��r�al.=��gal.+reserve storage of 15 0;?�1/B��2 gol.+pipe bacic droux�ge- PROPERTY OF� L o'�'��1 5�t'� ' - 9� N PP Y P P , . 90 9 � dia.pipe�In.ft needed� ,3._gal. of I./IOO lin.ft.of � dia. su I i e lin.ft.needed�1Z 1� I.+ manifold.1`� ol./t00 linft of 1 O'� I`� �L�DL1L � • total Capacity needed�gal.(plus area for pump) us E rn�r�. ��O ga 1.ca P. � _D'�D�0 j�1�..�. N��1..�. d0 . piP t� � " ,�`�{in.ft.� �I�2�dia. perforat�ons�la,�apart _ � Distribution e L�dia. . Pump s¢e -�� hp. (pumpable capacity�bz.gal.4cycles/day) �,,.t�� e10.�___y�po __ Q.��s� o.�5cictpQ-L,�.��_�0�.�1�,�p�__ . i $-P rE-S•T�NG /N . Note� When constructing bed .- , this oreo shou►d be shoped Note= Dis'once• from treotment oreo 'to neigh��nq we��s- ' Des�gned 9y�, � �•��(. �'�`— to divert run-off from entering treotment orea. ��- �� 1�� ' ' �� :< /�/�y � PH. 612-497-3566 MOUND DESIGN WORKSHEET � , (For Flows up to 1200 gpd) A. �,,�w Estimated Seaage Floa in Gailats per Day(gpd) Estimated �S� gpd N�� or measured ---- x 1.5 = - gpd. ��„ �'p`r �II TYP�III ry�rv 2 soo vs �so � 3 450 300 218 °t B. SII'TIC TANK LIQUID VOLUMES 4 �ao 3�s zs� .�, 5 �so aso 29a m � �)a.�!� � � -/(]0 O g3llOZtS 6 900 525 332 '�'° 7 IU50 600 370 0� �.�. 8 1200 675 408 C. SOIIS(refer to site evaluation) ,� ,�_ 1. Depth to restricting layer= 1��To. �y�� inches N� �.�` �,� 2. Depth of permlation tests = J�_inches ``"" `"�`' 3. Percolation rate ��i.3 mpi 23 a'a ,'000 ;'w�o 4. Land slope 3 % ;Q s � �° . wv 9 See fig.C-6 (x i S) D. ROCK LAYER DIlvIIIVSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83= , � D gpd x 0.83 sq.ft./gpd=t�� sq. ft:F�o�o 6454'� 2. Select width of rock layer(10 feet or less) _ /o ft. 3. Length of rock layer=azea=width= Rak ged ��u sq. ft.i JO ft. _ �� ft. ti...�.ti.,.,.,...�.ti.,.�.,.ti...�.� t•f•rN•I•I•t•f•t•r•I•l•!•f•r•!• . ��ti�ti�ti�ti��ti�ti��ti�,�`��ti�ti f•r•r•r•r•f•r•r.r r•�•r•J�r•I•J• ldth 510 ft. ti.ti.�.ti.ti.ti.ti.ti•ti•ti.ti.ti•ti•ti•ti•ti•ti t•�•l•1•1•J•t•t•f l•f•f•I•I•l•!• ti.ti•�•ti•ti�ti�ti•ti•1•�•ti•�•t.�•1H.ti .r.f.l.�.�.f.r.t.f.f.r.f.f•f.f.�. E. ROCK VOLUME ~- �ng�' -� 1. Multiply rock area by rock depth to get cubic feet of rock; (e�4 sq.ft. x ;o ft. _ ��cu. ft. 2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yazds; �S cu.ft. i 27=�cu. yd. 3. Muliiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd.x 1.4 ton/cu.yd. _�tons. F. ADSORI''TION WIDTH L.�A y Low n� rKa�,s�, -�bu 1. Percolation rate in top 12 inches of soil is /q•3 mpi P��,,na,�,� �- a�� Minu m�;�e, Soil Texture yQ'.y°;,:� �6ed fa a6eoam ..ndeh 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1 zo i.00 ��t gpd/ft'- 0.1 to� Sand � 1.20 1.00 0.1 to� Fine Sand �•� 2•� 6 to 15 ndv Loam 0.79 1S2 3. Calculate adso tion width ratio b dividin rock layer 16�o�o �°�' o-� 2•� � y g 31 to 45 Silt Loam 0.50 2.40 loacling rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo Clav Loam o.�5 2_6� 1.20 gPd/ft21�gpd/ft�= a•(0 7 Slowerthan 120 Cla"v 0.24 �.00 "Sal fuving 505G or mare of fine or v�y fine sand 4. Multiply adsorption width ratio by rock layer width to get required adsorption width; a,c,� x��.ft= a�•� ft 1 � G. DOWNSLOPE DIICE WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe �Zft-Lv ft =_�7 feet 2. Calculate Minimum mound size based on geometery: a. Detemune depth of clean sand fill at upslope edge of rock layer: Separation �,�.�feet b. Multiply rock layer width by landslope � reoc co�.� to detennine drop in elevation; � rooc ao ea Slope Diffel'811Ce ssoerot�oe te�t �X-�%y 100=�_feet siev� ott��renes _� et ws�ove w�a�n c. Add depth of clean sand for separation (2a) �-�-reEt R,�k eea w,o�n at upslope edge,depth of rock layer(1 foot) to depth of JQ_leet oow�5,00e w,at� cover(1 foot) to find the mound height at the upslope edge �-reet of rock layer; I•S ft+ lft+ lft= 3.� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.S� e. Multiply dike multiplier by upslope mound height to find upslope dike width: �.� x 3•S� _�_ 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; 3.S ft+ ,� ft= 3.K feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of 4.Sy h. Multiply dike multiplier by downslope mound height to get downslope dike width: �.� x 4.5�1 =,�Z 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�1 feet F � �os�oo.w,at� j. Total mound width is the sum of ` �--►••t , lus rock �><::>::'::::»�::::::>:::: ....... :;: .... . .... :, : upslope dike (G.2e)width p «::<:,;:»:<:»>:».:> P � .� :. R cK0 0 WIOID � : . . :i . ; . ��.. . .. . � .-_. layer width (D.2)plus a �o��op.w�at� 1° "" �o��e�f1� downslope dike width(G.2i); o �`••` , , �ft+�ft+�_ft= �_feet � � : :.; ...:. k. Total mound len is the sum of � oow�s�oo�v+�atn , � • : � teet upslope dike width (G.2e)plus rock layer � ; � _ . length(D.3)plus upslope dike width (G.2e); < ��ft+��ft+ la ft= qa feet � � ,.,.:. �. , , , _ _ 1� + to� -�- i �t �o a �a 7otei�anqtn JOa_ wn ope �ps ope 3:1 L-1 $I 6:1 7:1 3:1 3:1 5:1 41 i:] 8:1 9G alope 0 3A lA 5.0 60 7.0 3.0 6.0 5.0 60 7.0 B.0 I 3A9 �.17 a?b 638 753 291 3.bi 4.76 �.66 654 7.61 2 3.19 13i a36 6S! 8.t3 2.5i ..3�_ 456 536 613 6.90 3_ 330 .,'� ' a.86__.__ 7.32 6.86 2i� ' 3�� 4.35 S.OB 5.:9 6.G 4 ��---.__. 3AI .. ��.176 �\ 68 7.89 ...- -9.72 - 26d. ._.-�3.ii� �19 t.86 5.46 6A6 5 353 5.00 667 8�7 ]O.TI 26l 333 4.00 f.62 �.19 i71 6 3�6 5.?b 7.14 938 12Q7 2�4 3.Zi 3.SS l41 6.93 5.�7 7 3b0 5�6 7.69 1034 1373 2i4 3.12 3.7D 623 ii�D 513 8 3.% 5.88 833 1156 iSAl 232 3.Gi 357 �.GS 4.49 dB8 9 �.11 6.75 9.09 13A6 18.92 230 29C 3.G5 3.90 630 dbi 10 �19 667 IOA I5.00 2333 2..i1 28b 333 3.75 412 4.44 11 4.�8 7.14 Il.il 17.65 30.33 2.25 27S 313 3.61 3.% 4?b I2 4b9 7.69 1250 2t.d3 43.75 ZZl 2:� 3.12 3.49 3.80 a.06 � � F-17 PUMP SELECTTON PROCEDURE F!O PERFORAT!(kd OF A PERFORATED LATERAL A. Determine pump capacity: �.�.v... Gravity Distribution T.,..,, 1. Minimum suggested is 600 galluns per hour(10 gpm)to stay ahead of _ . - - �Lo�f ol GMNnw faMlc(ar fa!- ��Lam7 Sad Lul� .MrA ler�N�nI s Nro.cwwW water use rate. ' -�a....,,e,.., 2. Maximum suggest�ed for delivery to a drop box of a home system is 2,700 . _ �•��,�»a��^��r .,»��.a, t� gallons per hour(45 gpm)to prevent build-up of pressure in drop box. c,,;q,„ ,-�-.,�.�., �:•�o_a,. +.�e or n«.ur•• . ' Prr�aarar lew�w et Pressure Distibution �� °"~^°""�°' 3.a. Select number of perforated laterals 3 . b. Select perforation spacing=.�_.feet °"°'"°'�°u^'�'"�""° e.+..w.a,.sa�,�,,., c. Su�btr�a�2 ft.from the rock tayer length. �--- ��-2 f�=�c.jo_feet d. Determine the number of spaces between perforarions. Length pesf.spacing=�ft.+ Z. ft._�Z spaces Required Pafonaon Diuhazge e. �_spaces+1= a.3 perforations/lateral �� in gallocu per atinute(gpm) f. Multiply perforations per lateral by number of laterals to ?�32 ��e Head %�3z�P'' y"°'�'' get total number of perfora�ons. ,-�,�,-, x��_,(,�perforations. �� g- � x r��_.�$p�- 1.Oa � 0.74 SELECTED PUMP CAPACTTY�_gpm Z.�b �.g� 1.�4 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between pump and point of discharge. b.Use for ali other applications �_feet 2. If pumping to a pressure distribution system,five feet for pressure required at manifold if gravity s stem,zero. �Y feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. �Pe L�B� Read friction loss in feet per 100 feet from table. Poinc of Dischar e F-L._ '�.le f�/100 ft of pipe �� T/ua�s�i b. Deternune total pipe length from pump to discharge Ete�arion Differrnce I point. Add 25 percent to ripe length for fittins p�p 9�� loss,or use a fitting loss chart. Equivalent pipe � length-1.25 times pipe length= F-18b �x 1.25= � I� feet . c. Calculate total friction loss b multi lvin 1.5 inch 2.0 inch 3.0 inch Y P. K � k�a;m ica��oo n ar�� friction loss in ft/100 h by equivalent pipe length. Total friction loss= a��x I 1 3 +100=�_feet 10 0.69 0.20 '12 0_96 0.28 4_ Total head required is the sum of elevation difference, 14 1.28 038 Special head requirements,and total friction loss. 16 1.63 0.48 18 2.U3 0.60 20 2.47 0.73 0.11 �_+�_+ � 25 3.73 1.11 0_16 (1) (2) (3c) 30 5.23 1.55 0_23 35 7.90 2.06 030 ?OTAL HEAD aD feet � 14 73 3.3 0.48 50 3.99 0.58 55 4.76 0.70 C. Pu.mp selection 6o s.bo o.s2 1. A pump must be selected to deliver at least _�gpm (Step A)with at least �o feet of total head (Step B). L-13 C�12TI1'.i�:�.'�'ICii� ,� U�i,� , l,c��. :� ��f---Soil I.ori��:� Loca�ion or Project Lot 18, Block 1, Coffin site, Orono Borings made by S-P �estinq, Inc. Steve Schirmers Date 4-21-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surface elevation 999 • 5 feet Surface elevation 1000. 5 � - opsoi ar rown o ma --- � - opsoi ar rown ----- 0 - 6" 0 - 6" 1 - Brown clay loam 1 _ Brown clay loam 6" - 1-1/2 '-MOTTLED : 6"- 1'.10"-MOTTLED 1' 10 ' Rusty olive brown 1-1/2 ' 2 - 2 - clay loam Rusty olive brown clay loam � 1-1/2 ' - 2 ' 8" 3 - 1' 10" - 3 ' 2" 3 _ Rusty olive brown Rusty olive brown 4 _ loam 4 _ loam 5 - 3 � 2�� _ 5 � 5 - 2 � 8�� _ 5 � 6 - 6 - 7 - 7 - I 8 � 8 - � � End of boring at 5 � feet. End of boring at 5 � feet. Standing water table: Standing water table: present at 3 ' 10" feet of depth, present at 4 � 5�� feet of depth, 21 hours •after boring. 21 hours after boring. Not presen�c in hole Not pr:sent in hole Mottled soil : Mottled soil : Observed at 1 ' 10�� feet of depth. Observed at 1-1�2 � feet of depth. Not present in hole tdot present in hole Comments : Comments : . , _.--_ 3 CLi:'i'll'1��';'IO(� ,� UU62�1 1,�.��a: ��1- :�oi� .�z i��:, - ------------ ---�- Location �o� Project Lot 18 , Block 1, Coffin site, Orono Borings made by S-p Testinq, Inc. Steve Schirmers Date 4-21-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iiand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation 999.5 feet Surface elevation 999•9 � - Topsoi ar rownZoam-�- � - opsoi ar rown �oam- 0 - 6" 0 - 6" Dark 6" - 10" br4oamclay 1 - Brown clay loam 1 - 6" - 1 ' 8"-MOTTLED 1' 8" Brown clay loam 2 _ 2 _ 10" - 2 '-MOTTLED 2' Rusty olive brown clay 2 ' - 2 ' 10" loam 3 - Rusty olive brown 3 - clay loam Rusty olive brown 4 - 4 - loam 1 ' 8" - 5 ' 2 ' 10" - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - ! s — s — � � End of boring at 5 � feet. End of boring at 5 � feet. Standing water table : Standing water table: present at 4 � 8�� feet of depth, present at 3 � 3�� feet of depth, 21 hours •after boring. 21 hours after boring. Not present � *� hole Not present in hole Mottled soil : Mottled soil : Observed at 1 ' 8" feet of depth. Observed at 2 ' feet of depth. Not present in hole tdot present in hole Comments : Comments : i_-1� C�'}2TI1'"1C'�:":'I�,:. - �u�� ;,. ;:, ;�: :�� i��t ir�s Location or Project Lot 18, Block 1, Coffin site, Orono • Borings made by S-P Testinq, Inc. Steve Schirmers Date 4-21-94 Classifiction System: AASHU ; 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 in feet Surface elevation 1000.9 feet Surface elevation 1000.4 � Topsoil dark brown loam � - opsoi ar zsam-�� 0 - 6" 0 - 6" Brown clay loam 1 6" - 1 ' 2"-MOTTLED 1' " 1 - Brown clay loam Rusty ol.ive brown 6" - 1' 8"-MOTTLED 1' 8" 2 - clay loam 2 - Rusty olive brown 1' 2" - 2-1/2 ' clay loam 1 � 8�� _ 2 � 8�� 3 - 3 - Rusty olive brown loam Rusty olive brown 4 _ 4 _ loam 5 - 2-1/2 ' - 5 � 5 _ 2 � 8�� _ 5 � 6 - 6 - 7 - 7 - � 8 ' 8 - f I End of boring at 5 � feet. End of boring at 5 � fe�t. Standing water table : Standing water table: present at 4 � 4�� feet of depth, present at 3-1�2 � feet of depth, 21 hours after boring . 21 hcurs after boring. Not present- in hole Not present in hole Mottled soil : Mottled soil : Observed at 1� 2�� feet of depth. Observed at 1� 8�� feet of depth. Not present in hole tJot present in hole Comments : Comments : CEtZT.n�OQ627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-22-94 12: 54 a.m. Perc��lation test readin��made bt� on staRin�_� p.m.. Lot18,B1k.1,Coffin site 1 �'`"'`' 4— — Test hole location , Hole number , Date hole�a�prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data frum test hole: Depth. inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching side��all Knif e Depth of gra��el in bottom of hole 2 inches 4-21-94 4: OOpm 12 Date and hour of initial �+ater filling , Depth of initial water filling inches above hole bottom Alethod used to maintain at least 12 inches of water depth in hole for at least�hours AutomatlC Siphon . Maximum ti�ater depth abo��e hole bottom during tes� 6 inrhe� Time Percolatian :ime inter�•al. �leasurement, Drop in�ater rate. Remarks minutes inches le�el. inches minutes�er inch • 12 : 30 prefill 6 12 : 54 1 : 24 " 3-3/4 8. 0 30 min 1: 25 ' 1: 55 � " 3-5/8 , 8. 3 " " 2: 12 � 2: 42 I " 3-5/8 8. 3 " " � I � � I i Pe:colation rate = 8• 2 minutes per inch. CERT.#00627 � � ' - . PERCOLATION TEST DATA SHEET '� Percolationtestreadin smadeb�• S-P Testing, InC. 4-22-94 12: 53 g o� startin�ar �� ea«� Test hole location Lo t 18 ,B 1 k.1,CO f f 1 n S 1 te Hole number 2 , Date hole was prepare� 4—21—9 4 Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching sidewall Knif e Depth of gravel in bottom of hole 2 �nches 4-21-94 4 : OOpm 12 Date and hour of initial water fillin,g , Depth of initial water fillin� inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatlC Sl.phOn .Maximum water depth above hole bottom during tes� 6 inches Time Percolation :ime interval, 1�4easurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 12 : 30 prefill 6 12 : 53 1: 23 " 2-7/8 10 .4 , 30 min 1 : 26 1: 56 I " �� „ I „ „ 2 : 11 2: 41 " �� i I I i I I Percolation rate = 10 . 4 minutes per inch. CERT. �00627 � " � . PERCOLATION TEST DATA SHEET Per,��lation te�t readin��made b�_- S—P TestincT, InC. on 4-22-94 startin=ar 12: 52 �'� Testholelocation Lot18,B1k. 1,Coffin site 3 � ♦� � 4-21-94 , Hole number , Date hole��as prepared Depch of hole bottom 12 inche.. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" . Brown clay loam Method of scratchin¢sidewall Knif e � 2 Depth of gra��el in bottom of hole inches • 4-21-94 4• OOp� 12 Date and hour of initial water filling . �epth o initial water filling inches abo��e hole bottom �9ethod used to maintain at least 12 inches of»•ater depth in hole for at least 4 hours Automat'1C S].phon 6 . \taximum��ater depth abo��e hole bottom dw�in��tes► inche. Time Percolation �ime inten�al, !�teasurement, DroP in�•ater rate. I Remarks minutes inches le��el. inches minutes per � ' inch � • water re aining in � est hole � 12 : 52 1: 22 6 13/16 36.9 30 min 1 : 2 7 1: 5 7 ' " " �� 2 : 10 2: 4 0 � " " '� i �� i � � I � ( Percolation rate = 3 6' 9 minutes per inch. CERT.�00627 � - PERCOLATION TEST DATA SHEET �� S-P Testing, Inc. 4-22-94 12: 51 a '. Percolation te�t readin�s made by on starting a p.m.{ Lot18 ,B1k.1,Coffin site 4 ��"" 4-21— Test hole location ,Hole number , Date hole was prepare� Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 6" Topsoil dark brown loam 6"- 10" Dark brown clay loam 10"- 12" Brown clay loam Method of scratching sidewall Knif e Depth of gravel in bottom of hole 2 inches 4-21-94 4 :OOpm 12 Date and hour of initial a�ater filling .Depth of initial�vater fillin� 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 . :�9aximum H�ater depth above hole bottom during tesr 6 inches Time Percolatiorr ;ime interval, Measurement. Drop in a�ater rate, Remarks minutes inches le��el, inches minutes per inch � 12 : 30 prefill 6 12: 51 1: 21 " 2-9/16 11. 7 30 min 1 : 28 1: 58 � " 2-3/8 12. 6 " " 2 : 09 2: 39 " 2-5/16 13.0 " " � Percolation rate = 12 •4 minutes per inch. CE�T:�0�627 PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-22-94 12: 50 ��°'� Percolauor,te�t rzadin�s made b�� on startin=ar p.m. Lot18 ,B1k.1,Coffin site 5 idar' 4-21— Test hole loca[ion , Hole number , Date hole was prepared Depth of hole bottom 12 inches. Diameter of hole 6 inches Soil data Trom test hole: Depth. inches Soil texture 0 - 6" Topsoil dark brown loam 6" - 12" Brown clay loam Method of scratching side�+�all Knif e Depth of gra��el in bottom of hole 2 inches 4-21-94 4 :OOpm 12 Date and hour of initial water fillin� , Depth of initial��ater filling inches abo��e hole bottom 1�lethod u�ed to maintain at least 12 inches of��ater depth in hole for at least 4 hours AutOmati.0 S iphOn ,�4aximum H•ater depth above hole bottom durin��tes� 6 inche� ; Time Percolation :ime inter��al. � �tea�urement, Drop in water rate, i Remark� minutes inches level, inches minutes per i inch , � Water� remining in t st hole 12 : 50 1: 20 6 1-5/16 22.9 , 30 min 1: 29 1: 59 ' " 1-1/4 24.0 : " " 2: 08 2: 38 � " 1-1/4 24. 0 ; " " I ( ! i � � I � � � I I � Percolation rate = 2 3 • 6 minutes per inch. „o...�...».,,.:��,�.,:,�..;�.�.� � , v .:,�_:,��...d..�..a�.:..: ,. . _ o. .,._, ..,-w»o.. :,...�:,.�..� ,�.�:9 �.:�...,...,�,��...,.,,,,...w..�..�.4,�:,_ ,.. ... �..�.w�� CER�TS#,00627 . PERCOLATION TEST DATA SHEET S-P Testing, Inc. 4-22-94 12: 49 a.m. Percolation test readings made by on startin�ar .��,� �e�«� Lot18,B1k. 1,Coffin site 6 4-21-94 Test hole location , Hole number , Date hole was preparecL Depth of hole bottom 12 inches,Diameter of holP 6 inches Soil data from test hole: Depth,inches Soil texture 0 - 6” Topsoil dark brown loam 6" - 12" � Brown clay loam Method of scratching sidewall Knif e Depth of gravel in bottom of hole 2 inches 4-21-94 4 :OOpm 12 Date and hour of initial water filling ,Depth of initial water filliqg inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat 1C S iphon ,�Iaximum watzr depth above hole bottom during tes� 6 inche� 7"i me Percolation ;ime I interval, Measurement, Drop in water rate, Remarks minutes inches le��el, inches minutes per I inch ' 12• 30 refill 6 12 : 49 1: 19 " 1-1/4 24. 0 30 min 1•30 2: 00 " " " " " 2 • 07 ' 2: 37 " " " " " � i I I I i � � I � I I 24 . 0 Percolation rate = *ninutes per inch. DATE TIME CITY OF ORONO CALLED IN �'r� —� INSPECTION NOTICE SCHEDULED PERMIT NO. �' �L z' COMPLE ED U tit ADDRESS ��C.J �Y�l�'//�� , C.��-' OWNER CONTR. TELEPHONE NO. � DESCRIPTION I �F-� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING y 02 FRAMING 13 MECHANICAL FINAL 19 LAi�SHORE/WETLANDS � 03 INSUlAT10N 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 06 PROGRESS ~ 07 DEM�SITE 27 SE 21 COMPLAINT J W 07 DEM�FINAL SEPTIC IN . 22 FOLLOW-UP = 09 PLUMBING RI 23 S C FINAL 35 HARD COVER REMOVAL v 10 PLUMBINO F � 36 FOUNDATION REMOVAL � OWNER/ TRACTOR TO MEET YOU:_YES_NO � COM � � �-- 130D 4 � � O nI p� � � V W � O � W � Q � 2 W � W � J d WORK SATISFACTORY:PROCEED - PROJECT COMPLETE W � CORRECT WORK 8 PROCEED i- ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ,-, pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '= CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ext in pection 24 hours in advance.473-7357 OwnerlContract n si : Inspector. White Copyllnspector's File Canary Copy/Site Notice ✓ DATE TIME CITY OF ORONO CALLED IN — � INSPECTION NOTICE scHEou�E� �� PERMIT NO. COMPLETE �1 " ADDRESS � OWNER CONTR. tT.s�.ie5 ��(G� TELEPHONE NO. ` � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILIING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEP 21 COMPLAINT � 07 DEMO-FINAL . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR T EET YOU:_YES_NO � ti COMMENTS: ` � W o. � � O � � O � W � Q � Z W � W � � O W� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W O CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY p ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContracto Inspector. White Copyllnspector's Flle Canary CopylSite Notice ' � DATE TIME CITY OF ORONO CALLED IN _� INSPECTION N TICE SCHEDULED PERMIT NO. ��Z COMPLETED ADDRESS OWNER CONTR. • TELEPHONE NO. � � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEP 22 FOLLOW-UP = 09 PLUMBING RI SEPTIC FI 35 HARD COVER REMOVAL J 10 PLUMBING FINAL �� 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_Y� ES_NO v�i COMMENTS: � a � � � � O � � � O ,�,., W � � Q � r"' q' � W �� d W� ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContractor on it Inspector. White Copy/ln tor's File Canary Copy/Site Notice � �1�� . f �' DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED /�l0 3l� PERMIT N0. COMPLETED ADDRESS � ( U OWNER � CONTR. TELEPHONE NO. �� ` aZ. C�Cy Q � DESCRIPTION � 01 F0071N0 11 MECHANICAL RI 18IXCAV/ORADINCiIFIWNO �Q 02 FRAMiNO 13 MECHANIG4L FlNAL 19 L.AI�SHOREIWETLANDS Q 031NSULATION 24/25 WOOD BURNER/FlREPLACE 34 TpEE pEMpVqL Z p4 WqLL Bp. 12 WATER HOOK-UP 17 SITE INSPECTION � 05 flNAL 14 SEWER HOOK-UO 06 PROORESS Z ~ 07 DEM�SITE 27 SEP71C MAINT. 21 COMPLAINT v W 07 DEMa—FINAL 15 SEP11C INSTALL 22 FQLLpyV.Up = 08 PLUMBIN(i RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL v 10 PLUMBINO FlNAI 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO M Y : NO y COMMENTS: — � . C �' � � a d C � o -' GC? G > � 0 ti — W CC + Q Z � � W � W � �a� w7�IYORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ��ORRECT WORK S PROCEEO��n�Qi p ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnedContract Inspecta: WhR�CopyAnsp�cWr's FlN Canary CopyfSib Notio�