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Home My WebLink About1997-008564 - new septic system . PERMIT C�TY OF ORONO PERMIT TYPE: 275��Kelley Parkway- P.O. Box 66 *:i=��t; Crystal Bay, Minnesota 55323 Permit Number. °, , ��=" (612) 473-7357 Date Issued: SITE ADDRESS: - - - t;�:�:;_�W�:�- . _ ..:E�=�°�_._. ._._ . .._.- DESCRIPTION: _ _ _ _ :. � _ � — - �,.-„ . _ :-.r,:l,. : ,:;-..., � ;sa� _�E='T,L{_ =;Y'= E _ ,. , ._: � _. _ � ..... . ... M� � .. �:��'. . . , , ... � .t,:_ � 4" .::�',u'"�� REMARKS: FEE SUMMARY: i ._,.�:��:; - ....- ��x. . . _ _ . .�::x?._ it�; __—___. 4i.��.��: W�!�•_�l�,��`�i-:' ._.._.._�.....� �a..Tr — .....F�f''..'i 1 f' ._.- �''i f `s� t_t;—i _e_!!_T.S�!T -; S `•.I.'.t`_�w .�`�! CONTRACTOR: - OWNER: - ; : - ; :�.:_��.y :: .:_::ti, _;.,a.{�:� =:� �=;. _J`-� . . _ _ _.. ..-.W. ! �'M'� ; :�+'� - •• f- tf: . ..*.r? . . . _ .. j.'4.._ _. _ _�S�� .. . _ _..� . _ • r . , �. _� ;: s�"'��. �.��'.�:_..�"e_l�.�r,_�.�.. t,�.;.�;`..�,.,� : �t, � '�� __�"�".� ��,� y 1 `�.__ °,.�. , .. _ � 1 � < ;. �_. : .- ,: ; :y �"'.r��:��Q (��'�� `»_ . �� ,�"�! - _ '.+�'„f""�'��. ��+{ '-`i��1`x�� .1„It. ..,� - , _ . .. ..�'� �� _��'1z1�+€�� _��I(tfAhl��`��:� l�� ,;�"b'. , . —:i�T� �1��.,,L��.'.l: _ _ _ u_ � . � �--L�1�U� "-1it, l�.isrt—,��—� APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE ''_ • � ? � �'l 5�� CTTY OF ORONO SEPTIC SYSTEI�i PERivIIT APPLICATION Box 66 (2750 Kelley Pazkway) Crystal Bay, N�1 55323 JOB SITE ADDRESS: �� 4�'�'`�� " Occupancy Type: Residential �_ Commercial Other Permit Type: Nesv or Replacement System, $100.00 �� Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees � . *See fee schedule for non-residential permit fees Otivner's Name: ��T�� r4 ��-'.�i4 PhoneNumber: Nlailing Address: City: �p' � Contractor's Name: PhoneNumber: 11�Iailing Address• City: Zip: DO NOT NiA.II. PAYI��IENT WITH THIS APPLICATION GEYERAL �TSTRUCTIONS 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 be�in ualess the pernut card is on the job site. 2. Permits will be issued only to concractors holdin; a City of Orono Septic System Installers License. 3. AIl work must be done in accordance �vith the approved septic system design. Desi�n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4, The followin� inspections will be required for all septic systems: A. Pre-inscallation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouQh-up but prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin; installation in the rock bed. D. Fi.nal inspection to verify proper fmal 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 durin� 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 desi�n includi.n� the Ciry of Orono Septic System Approval Cover Sheet. � 2. I will be installin� the following: A. Tanks: �Precast Conc ete Other Manufactur r Tank Capacities: 1) /��gal. 2) `d� gal. 3)� gal. B. Pump Station (if required) Pump make & model � r'�'�-°��1�/�� (attach pump curve & literature); system desi�n requires gpm at �� feet of head. High water alarm make & model / �✓�2 A��(Lv►�• Outside � ' electrical work to be compieted by installer electrician .� ocher . Inside electrical work must be completed by electrician. � C. Treatment System: \ / . Trenches: s.f. �C Mound Depth of rock below pipe " Rock bed dimensions /� 'x �� Drop Boxes Sand bed dimensions �'x/�/ ' 3 7X�/;G 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 undersi?ned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with the ordinances of the City and the � regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. � SignatureofApplicant: �_, . �cp��x �. Date: ��3— �` MPCA Certification No.: �y� Staff Review: Approval ,� Denial � Revie�ver: .y!� Date: �' Reason for Den.ial• �. . . � � - �� ,� � ��F.��ti � CITY OF ORONO O �� . 4 ,� � � ; , �.�,,;� SEPTIC SYS7�'EM APPROVAL � F y� � �:y, - r A" , :✓ A� tt j CITY of OROl�l'� �q h � �:a ' ��1� M.�." .. �. �f �c ,�.'9='M f \�� N� 1�, 11 ✓jr•��.:�' '✓M r� � ��.� �,?�, � Municipal OfFiCes ,� � �0�' ��.�` �, Post Ofl'ke Box 66 � � �� G c �se ,Nt;��c�ss3z3-oo� �� .g,� ry� r �kES�I� LOCATION: 2975 somerset Ln. OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing REPORT DATE: September 16, 1997 The City of Orono has Approved your on-site system design as of September 16, 1997 (approved-disapproved) (date) with 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 to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth 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 NO gy �.,--,.._._.� Stephen W an, On-site Systems anager 'TELEPI IOIYE-473-7357•FAX-473-0510 � . . ; � . Tandem Properties � �� Lot 14 , Block 1 " Coffin Site Orono, Henn. Co. , MN ��d�� This Or�-Site Sewage Treatrr�ent System is Designed for a Type 1, five bedroom home Designed in accordance with the Minnesota Pollution - Control Agency Chapter 708C and local ordinances . The soils on this site are SCS soils mapped - LrII - Lester loam. A seasonally high water table was located at 12" to 30" , (mottled soil ) . Due to the seasonally high water table, a Pressurized Mound System will need to be installed. The bottorn of the rock bed must be located at least 3 ' above the seasonally high water table. The soils at a dep�l� of 12" have a percolation rate averaging 9 . 8 min/inch. A �umping criar��ber will need to be installed to lift the effluent to the treatment area . The manifold and supply lir�e 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 , ��;��,t�,��, i. »:++�i�'�++,�iq: :��; . :'� � # . � t'= J � I�'{3,;p.'`(:. x'' +t'� .}!.��.. • .. . . �... ��) :,i, i�;�P/ � 1.'... 4� i Ye�w !j f . ��; . . ..� 4` .e a �N.;.i.�. 'r,.� ,'�� ' .� . . .;� r. � Lot14 ,B1k. 1 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 s•,��tEm. Antibacterial soaps & chlorine agents may kill the bacteria needed to treat septic effluent effectively. 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. SBS/ds � ' ------ ------------ -- - —--- ---------- --- ----3�---- -- --- -- ---- ---- --- ---3 —- 8'`7-__----�' � -- _ —_ _-------- ------------- ----- - 6 �3 , i 38' z I `R '�� AL� I�AV`{ 'E0.Ut4c'��1-�-� a� c�- s +°�s.� -�N�'F'R�os�p -��wE�i�n�-K R��s 6��`- I w-- - - "5— -_ V� -,�{.. �-r �n �`-rQq ' t A�f-r��- Gos��t�Ul.�()oia � +r�.� '�� i ;- -� �� --'= - - - � �"� � � � � �y � � .� ��ti p' -r i �► 99�.� � x ► � \\ � i � - + � � ��-��_ �,4; x 1 � �'3 �-- �q�.�. _ `-�. � EXt A�S101� \ �-�. -+ � i9.� �, � . /� i r� � �� . � ' � ia'et 1�- v '\ + � � �' � � . �_ � _-,`t� �_ -1 � � �..� � �--1 9��.� � � - � � x� \ � 95f l , 1" � � h � - - . I � rs •,....'�r _�-- � � � n � ; + � * � �" Y�U'4o5� � 9�S.b • qy s q S� � 'f D?��.5 p -�- '_-_/ � .��i� ��SM'Fr?-\"C �� ' '(�{�z�` Z , �' ��s�c� l�c'��rla- , � �; +��y;, �-PN►-�?�vu �� i ^ • ` �Ux1mR�- „ � W�L.A�1�. v ��. � � '��--.[_ __ /f� ��\ � �, _ ; �, � � �� - i ' o� � � \ � ' - i • � �.�,�5 L�'J` \� � No,� o`'t, . � J� , �L�v)�10N S 5�;� tz,�.( ; ; Ln�-�1�-t qr t,�v�� v�_ � i i '� �/ � �� . , ��Ar�� a��wo�-� -- � �� I / W€-��.��R ,� S� \\� / -,►•,`s , ��- C�� i �"�' � � _ ��?�'�; � Gi Perco�a!;on Tests Scaie= -� -'� -- � � � '�'+�� ` ;;,;�. X$oil Sorings �Bench Mork � p��Q. � _. ` ( No?e� This sys!em is to be cons`ructed to meet �M � �,,3,��/�� the M�rnesofa Poilu!ion Con`ra A.;ency - " :�rt' :��:r��t;�� RS SUpA��l) ,,,� ;,�,r �,;;.- � Chapter 7080 & Local Ordinance �� ,�,s�a wiT� coRRE4"f.�QNS qS No.T�t� ,� (v� �3� ��'��OVEt� C(Qi�RE�T& RESUBl��i"� � /� � � <� ��,�e;^��+t�:�t��:�ts are ior you►IMormetion.Ail�prk shs! t�R-�.� ,. r,;:� ,. Check all underground utilities �l �, ) � � �,�aa��la�a��e with aN a�Hcablc tr�t!'.cfit�g 3 xonln� ;€s� � \ � �0 w��nis including items not sQecifica.ly noted In fic� r�dE4�l► C� � �t �:�� ►Hrs ��rv �,�' �s�r�r� a�r a�k r.n t��. ` � ,j,,i 0 ' ^ -� I e �{ V .;pERTY OF�.S.0��—�.L'�- - `� � � � ,� C�,,� G�" a�� L�L��-------- � � � � -�-'� .�g-{�� o �� . N�,��_-i',o . � _ �- � c� ��:� , ��. � _� � ,IA)1 � � ro M � �// '" �' �`( / jnr�� I — � � `l7d '- `� �5 y �t� i . C;;'P �/"�/`�=:� Pti. 6:2 --^,9i-35;6 � � � . =�la''-1 - • �tov�-} _ ,7 1 '1 ,^ .�, . � � lo x�d '�o B� '� 9 . J� M � � — - - - � . � � � � S f `� c '��`S� . � i ' -to� oF s_ A+,�v 3.`-1 �� L't� �.0 I F�`�.�._L 4.►} MO�e�Cl� � � 7, ' - 'Qt.l��.1 V�1�'�uJ A Sa�1c so . �i°7p . � SET- BACKS . /0 s, /O' ' 1_� • o�'S �----- �,�� _ —� �.a' � �.toYyC�-► I HOUSE i • System must be� � � � . Tank �� from ro e lines X - S�-�10�pti S t�1L. t��-��_. � � P P �I+ � � from wel!s j • '� from b'd s � � 1r�� Y,�1�Q w��.`. �E g • . -"",;,; . - T.�eo!ment orea _�from lokes, _ streams �-�t�� `'�� ' NOTE�Power supply and switches must be �ocated in a �w.� L.�.� -� ' Treotment orea �� from property lines . � weather proof encbsure ou!side the pumping chamber ond manhole 1LF�p '�Y}}.\1F-S 51�ALa.ot.t� MaNHo�iS m�n 1�' 7S from we!is : . . LiRGCFit� �o'from bldgs. �——i 1sZ'from trees I� �I SOIL BORING EL.EVATIONS i , � -.,�' . � - , � � . . �qmin. � . . - . THA► EL,_9°�28 �1�� — 9q�.4 I . ' �n(fla.$U � ! C o • � • i . s ►_ grode� /o TH. 2 l:.-°�°�1�.3 � Tonk � � Tank i I - �O TH�3 EL.-g��.� . Drop to Tank i � ` ; � �, PRESSURE DISTRIBUTION MOI�'ND SYSTEM T H»4 ;L-q�� . , . �� l� L'�-C'�'J� YY1 f3'N��'U�. . • Min. t to 8 � �p�mp�ng T N`5 E L.-�9.2 1 Max.l�to4� � ��P 'fi�ta`�S SN�ALLoc�J Chomber ELE1/ATION ot PROPOSED PUMPING 4"to 6��dia.pipe . _ CHAMBER-�1a�'P, 'P�rhQ -9gz.p i SYSTEM DESIGN -MOUND �a�ona.�i�� of '�`.o�� /oo�t.0 � TYPE-2, BEDR00 ge colation daily sewage flow � �1�QN-..�.owts�C 'C�-oo�- �19�.� � 2�.gol./d .83sq.ft1 a = `1 a ft.xlo�ft.lawn•orea needed) � . � ;�:AY-�'� ea� , . ! uJ+as�v :.... .. ? . I Number __ . _ C'��R- ao°�o �Co ToQSo��EoF � KG1at�l.A4— S�.OPE �3---G!�Y9._'CG"CA1�.'� �<!�1/Bl�.�i�2 gol.+pipe back dro'�nage— � � , �,D . OPERTY OF: Co�t�.l Srt'�- . pe, lin.ft.needed_�,�, ��gal.+monifold 1`+ gal./�p01iR`t of 3 �dia.pipe, I�.ftneeded� ,�_qa, d"" � OT\4 �L�L1L S- ' total c gol.(p�us area for pump) us E. �n„r,. �,�0 o�q 1,ca P- � D'�O�►0 N1 1,.�• N��.�- d0 . � Dist pipe �L1�dia. , �_lin.ft.� ��dio. perforotions�{a��apart � Pum size � � � . '� , • p �hp. (Pumpoble capac�ty�s�gal.4 cycles/doy) �,►.��.. t S.--__y��.o _�g css� O�S�.N A�-L_��—__��t+1Ln,__ . • � Note � When constructing bed - , tnis areo shoub be shoped Note= Dis'once- from treohnent oreo 'to neiqhbOring we�:s— ; Des;gned Q . io divert run-off from en!ering treatment orea. ��'S�'� �� ✓,,.,` :� ,, �,a pH, 612-497-3566 . ._�—�� ' � MOUND DESIGN WORKSHEET . (For Flows up to 1200 gpd) A. �.�W ;)��Q Estimated Sewage Elow in Gallons per Day(gpd) Estimated ��=gpd x��« or measured x 1.5 = -- gpd. B�°�� I ry�It Type III �►y�rv 2 300 Z7S 180 � B. SEPTTC TANK LIQUID VOLUMES a 6 0 3°s° is'6 �� s �so aso z9a ;� �-��!� � 1 -IOBc� g�0I1S 6 900 525 332 � • 7 1�50 600 370 �� $ 1200 675 408 C. SOILS (refer to site evaluation) „ , h�� ,,,,� �� 1. Depth to restricting layer= a�S �0 3o inches �� , �, ��' 2. Depth of permlation tes#s = _ 1 a � inches `""�'' `""m`' 3. Percolation rate ��g m i 2 a� �so �.�,s P s ora �.000 i.soo 4. Land slope y % .s,Q g � ��" a •'.6 wv 9 See fig.C-6 (x iS) D. ROCK LAYER DIIviIIVSIONS , 1. Multiply flow rate by 0.83 to obtain required azea of rock layer:A x 0.83 = ?��7�Q, 4�v�gpd x 0.83 sq. ft./gpd =�sq. f t.fi lo°�o=�`�`r" 2. Select width of rock layer(10 feet or less) _ /0 ft.' 3. Length of rock layer =area i width = Rock Bed �sq. ft.-�- / 0 ft. = E� ft. �.,.�.ti.,.�.,.�...�.,.ti•,.�.�.,ti �� / 7 f•f•f•f•,•f•f•,•r•�•f•+•r'+•f•f• ti•ti•ti•ti•ti•t•�•ti�Mti.ti•t.ti•ti•ti•ti•ti I•1•1•l•t•t•t•t•j�f��•f•1•t•r•�• ti•ti•ti.ti•ti.ti.ti•ti•ti ti.ti.ti.t.ti.ti.ti.ti idth <_10 ft. 1•t•1•1•f•f•r•/•t•t•f•t•f•1•f•I. tiftiltittil•f ftttiftitlttit•l•tftiflfti�ti . E. ROCK VOLUME �- �'g�' -� 1. Muldply rock azea by rock depth to get cubic feet of rock; `?7��-sq.ft.x l,�S ft. _�cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; 2� � �. �. i 2�_��u. ya. L 9 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd.x I.4 ton/cu. yd. _�tons. y�f F. ADSORI'TION WIDTH ��-a`�' �-��'� ,� aa,w,a�,s;m, Table 1. Percolation rate in top 12 inches of soil is�mpi �� d P�colaaon Raee �a,y ,�� !�4iau m�inch Soil Texture �,y„R eti,,, (ee ab.a.snm 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand lzo. i.00 ,� gpd/ft� O.lto� Sand 120 1.00 .. 0.1 to�• Fne Sand" 0.60 2.00 6 to 1� ndy Loam 0.79 1 S2 3: Calculate adso tion width ratio by dividin rock layer tb co 3o t_o� o.bo 2.00 � g 31 to 4� Silt Loam OSO 2.40 loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to�o cla [.oa�, o.4s 2.6� 1.20�d/ft2i .wS gpd/ft�= a.l�rl Slowerthan120 Cllav 0.24 5.00 "Soil having 509G or more of Gne or very fu+e su+d 4. Multiply adsorption width ratio by rock layer�vidth to get required adsorption width; �x�ft=a�.� ft ,. _...._..- - -----_.�� ................� ......_. _....�.,�,,._.,,.......__��._. G. DOWNSLOPE DII�WIDTH 1. If landslope is 3% or more,subtract rock layer width from adsorption width to obtain minimum downslope dike toe �L,� ft-�_ft=�_feet 2. Calculate Minimum mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation .0 feet So a-(N- � a,0�Mo��-1-. b. Multiply rock layer width by landslope � reo� co�.� to determine drop in elevation; � o rooc Qo ea Slope Difference ssverat�on ?p _t�ot �X�_%�'•- 100 - , � feet I SIOD� Oltferenee �.� et - uosiooe w�atn c. Add depth of clean sand for separation (2a) �-1ee ND• aock Bea wiain at upslope edge,depth of rock layer (1 foot) to depth of _La ieet �ori�s�ooe w+at� , �over(1 foot) to find the mound height at the upslope edge -1-�teeY1�: of rock layer; � .O ft + lft + lft= 3 ,D feet soxn+ � �{.0 t�1�-�c�-1 � y�,� 3.y5=�y� P.�o�c--� d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3•�tS e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3,0 x 3•�ts =�_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,o ft+�_ft= 3,�I feet�o�'(N � 4,o -1 •y = 4.y �o�. g. Enter table with landslope and downslope dike ratio. Select dike multiplier of y.� l. h. Muliiply dike multiplier by downslope mound height to get downslope dike width: �.4 x� _ ��feet5o�� {,y � �,�L= a ► �-e�� i. Compare the values of step G.l and Step G.2h Select the greater of the fwo values as the downslope dike width; a�' i-�o'R'CU � 1'� ! feet Soa-�H - � E �_ UDt10D�MIOLD.�. . . ]� �y'�-i�.,a� � �. Total mound width is the sum of �•�� + ' � � 1� �..r � � y� �.��-�� upslope dike (G.2e) width plus rock N , � OC 0 0 NIOtl1 - ::: , ;. .:.. �:: layer width (D.2)plus a� �oS�000 w;a�� "` �ot�ooe'W�a�� downslope dike width(G.Zl�i o ` tast t tee�� M : O l o ft+�Q_ft+� ft = �'L fee� � ` , �� ...... k. Total mound length is the sum of so��t� � OownslOD�M�Ot� 1 , t.�� upslope dike width (G.2e)plus rock layer � �� length (D.3) plus upslope dike � (G.2e), , ? 1 c�ft+ . ft +�_ft=�4�� feet � �� -� a.a , � TOlal LYnpi�,�.�_ / ��. own ope ps ope 3:1 l:1 S:I &1 ::t 3:1 S:1 5:1 4t 7:t 8:1 7G abpe 0 3.0 l0 S.0 6.0 7.0 3.0 �.0 5.0 60 7.0 8.0 1 3.09 117 5.2e 53d i�3 Z91 3.8i S.i6 �.66 6�4 ".3: 2 3.19 l35 556 Sffi 3.13 :.ffi 3.:"� a5a 536 611 6.9C 3 330 l.i� �$8 :.32 b.bo 2Ti � 43� a.08 5.%9 6.1i d �},4�__�6� 6.75�__ �.99 9.T2 263 3.ii 1.17 l8� 5.{6 6.0.5 a 357 �.00 667 SSi.-. .... .10:77 ?61 ._".. .3 . _ .4.00 l.62 5.19 5.:1 6 -3b6 5?b 7.1! 938 1207 2iS 3.23 3.ffi l41 d.93 5.�3 7 390 556 7.6A i034 1373 238 3.12 3.� t.73 li0 �:i 8 3.% SBB 833 1t5d 15.91 242 3.Q3 357 LC6 d.t9 �5b 9 l.11 625 9.09 t3.06 18.92 Lio 2% 3A5 3.90 t30 16: 10 119 667 IOA 15.00 2333 Z",l 286 333 3.75 6.12 4A3 il �.�8 7.14 11.11 17.6i 30.33 210 278 313 3.61 3.9� 4?b ]2 tLA 7.69 1250 =;.33 d3.7i 221 270 3.12 3.{9 3.80 d.GA � - F-17 Pin�r�SEr ECTION PROCEDURE EIO PERFORATION OF A P£RFORAT'cD L,TER4L A. Determine pump capacity: w-� Gravity Distribution ,,,.,,, 1. Minimum su ted is 600 allons r hour(10 m)to stay ahead of _ f � $� g Pe gP �,.,a�..,...�.�.k cd��,- wa ter use rate. �..�`.a"5"°`""` �''"""°"""°''."'`°""° .�,��.�,�.., 2. Maximum suggested for delivery to a drop box of a home system is 2,700 . ��^��^��^��^�°�� Mb CoD 1w/ Tep gallons per hour.(45 gpm)to prevent build-up of pressure in drop box. �.,,•R,„ "-., ��,., �z'�a�a,. o Mia ?;�°`•:n+« . � � Meraleti leca��e e� Pressure Distibution � �� ""'""`°'•"' 3.a. Select number of perforated laterals�_ b. Select perforation sparing=�_feet, �;.,:"�"„�;K""° c. ,,Su�b_�ct 2 ft from the rock layer length. �_�i�-'��-2 f�_�_feet Z� d. Deternune the number of ces between perforations. Length perf.spacin�-.g;�ft.+�ft.= 3a'�paces Required PaEoration Disch e e. �spaces+1=�perforations/lateral �+�u°�P��'°ce�p� f. Multiply perforadons per lateral b�+ numbe f laterals to �`dse ;�Z 3 ad� mm� � g. -�t total numberof perforations.�; x , �Q,,- perforations. �f�� -"��,+=�i gp�- �-4� � 78 1.Oa 0.56 0.74 SELECI'ED PUMP CAPACTI'Y '�'9�' gpm 2,�b �.8� 1.�4 B.Determine head requirements: a.Use for single family homes 1. Elevation difference between p p and point of discharge. b.Use for all other applications feet 2. If pumping to a pressure distribution rystem,five feet for pressure required at manifold if gravity�tem,zero. �feet 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. Pipe La►gch Read friction loss in feet per 100 feet from table. � Point of Discharge ' F.L= a�_ft./100 ft of pipe T��'4 b. Determine total pipe length from pump to discharge pcvadon Difference I point Add 25 percent to pipelength for fitting p�,n,p o�q,,v loss,or use a fitting loss chart. Equivalent pipe length-1.25 times pipe length= F-18b �j�x 1.25=�feet c. Calculate total friction loss b multi t n 1.5 inch 2.0 inch 3.0 inch Y P Y� S gpR, rmaa+�.�,ao e�r o,a friction loss in ft/100 h by equivalent pipe len�. , Total friction loss= , x +100 � feet 10 0.69 0._0 �� _ 'i2 0.� o.2a 4. Total head required is the sum of elevation difference, 14 1.28 0.38 special head requirements,and total friction loss. 16 1.63 0.48 18 203 0.60 � 20 2.47 0.73 0.11 + 5� + � 25 3.73 1.11 0.16 (1) (2T (3c) 30 5.23 1.55 0.23 35 7.90 2.06 030 40 11.07 2.64 039 TOTAL HEAD � S feet 45 1a.73 3.28 0.�8 50 3.99 0.58 55 4.'76 0.70 C. Pu.mp selection bo s.6o o.s2 1. A pump must be selected to deliver at least �_gpm (Step A)with at least ,�.,�,feet of total head (Step B). ,CL..'i'1 i 1,_ '1: .. U�62 i 1_,�:�; of_ _Soi l_ ;ioz-- ,�:� Location or Project Lot 14, Block l, Coffin site, Orono � ' 4-4-94 Borings made by _ Date Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : Iland X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 feet Suriace elevation 997• 8 feet Surface elevation 996 . 3 � - �- --- 0 - �---- --- Topsoil dark brown Topsoil dark brown loam loam 1 - p - 1 ' 4" 1 - 0 - 1 � 2�� . Brown clay loam Brown clay loam 1 , 2„ _ 2 , 2 - 2 - 1' 4" - 2 ' 4"-MOTTLED 2 ' " loamn 2 ' - 2 ' 4"-MOTTLED 2 ' 4" 3 _ Rusty olive brown 3 _ clay loam Rusty olive brown 2 ' 4" - 3 ' 10" loam 4 Rusty olive brown 4 loam 3 ' 10" - 5 ' 2 ' 4" - 5 ' S - 5 - 6 - 6 - 7 - 7 - 4 8 - 8 - � I End of boring at 5 ' feet. End of boring at 5 ' feet. Standing �aater table : Standing water table: present at feet of depth, present at 2 ' 10" feet of depth, hours �after boring. 22 hcurs after boring. Not present in hole X No'� present in hole Mottled soil : Mottled soil : Observed at 2 � 4�� feet of depth. Observed at 2 ' 4" feet of depth. Not present in hole Pdot present in hole Comments : Conments : C1'i�'i'i : i _.: �'1;�:: ;E U�t�li _,; - �>f _Soil_ 13o1_i�� - _ _ Loc�tion� or Project Lot 11, Block 1, Coffin site, Orono Borinf�s mac�e by .. Date 4-4-94 Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number Depth, Boring number 4 feet Surface elevation 996 '8 feet Surface elevation 996' 2 0 - -- -- - 0 - ------ -- Topsoil dark brown Topsoil dark brown loam loam 1 - 1 - 0 - 1-1/2 ' 0 - 1 ' 4"-MOTTLED 1 ' 4" Rusty olive brown clay loam 2 _ Brown clay loam 2 _ 1 ' 4" - 2 ' 1-1/2 ' - 2-1/2 ' -MOTTLED Rusty olive gray Rusty olive brown clayl/2 ' clay loam 3 - 2-1/2 ' - 3 � 4�� loam 3 - 2 � _ 3 � 4�� Rusty olive brown Rusty olive gray 4 - loam 4 loam 5 - 3 � 4�� _ 5 � S - 3 � 4�� _ 5 � 6 - 6 - 7 - 7 - 1 8 - 8 _ , I End of boring at 5 � feet. End of boring at 5 � fe�t. Standing water table : Standing water table : present at 3 ' feet of dept."., present at 1 ' 4" feet of depth, 22 hours �after boring . 22 haurs after boring. Not present in hcle Not present in hole Mottled soil : Mottled soil : Observed at 2-1�2feet of depth. Observed at 1 ' 4" feet of depth. Not present in hole Not present in hole Comments : Comments : L-13 CE}2TI1'1��1'i'Ic;.: �� U�c,� , :�� ,,t_ Sc�i l---i�ui_ir=== Location' or Project Lot 14, Block 1, Coffin site, Orono Borin�s ma'de by Date 4-4-94 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (c:�eck two) : IIand X , or Power , Flight , or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 997. 1 feet Surface elevation 997. 4 0 - - -- - 0 - ----- - -- Topsoil dark brown Topsoil dark brown loam loam 1 _ 0 - 1 '-MOTTLED 1' 1 _ Rusty olive brown 0 - 1 ' 4" clay loam Br �oamayl ' 4" - 1 ' 8"-MOTTLED 1' 2 - 2 - 1 ' - 2-1/2 ' Rusty olive brown 3 - 3 - clay loam Rusty olive gray loam 1 ' 8" - 3 ' 10" 4 - 4 - Rusty olive brown loam 5 - 2-1/2 ' - 5 ' S - 3 � 10�� _ 5 � 6 - 6 - 7 - 7 - I 8 - 8 - � I End of boring at 5 � feet. End of boring at 5 � fe�t. Standing �aater table : Standing water table: present at 1 � 4�� feet of depth, present at 1 � 9�� feet of depth, 22 hours after boring . 22 hcurs after boring. Not present in hole N�t pres�nt in hole Mottled soil : Mottled soil : Observed at 1 � feet of depth. Observed at 1 � 8�� feet of depth. Not present in hole Not present in hole Comments : Comments : CER�.#�00.627 � , . PERCOLATION TEST DATA SHEET � a,_m. Percolation test readings made by on 4-5-9 4 starting a 2' 3 8 �p:m:�; �earel �,.,.- "I'est hole location Lot 14 ,B 1 k. 1,Cof f i n s i teHole number 1 ,Date hole was prepare� 4—4—9 4 12 6 Depth of hole bottom inches,Diameter of hole inches Soil data from test hole: Depth,inches Soil texture 0 — 12" , Topsoil dark brown loam Method of scratching sidewall Kni f e Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 4-4-9 4 �4pePthpo�l�nitial water fillin,g 12 inches abo��e hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC slphon ,Maximum water depth above hole bottom during tesc 6 inches Time Percolation ':'ime interval, Measurement, Drop in water rate, Remarhs minutes inches level, inches minutes per inch • 2: 25 prefill 6 2 : 38 3 : 08 " 2-3/8 12. 6 30 min 3 : 4 4 4 : 14 " " �� 4 : 2 4 4: 5 4 " " " �� Percolation rate = 12 ' 6 minutes per inch. CE�tT„#0�0627 PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by on 4—5—9 4 starting ar 2= 4 0 ,`_P:m.i 2 (datel 4-4-94 Lot 14 ,B 1 k. 1,Cof f in s ite Hole number ,Date hole was prepare� Test hole locatio Depth of hole bottom 12 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 12" To soil dark brown loam Method of scratching sidewal Depth of gravel in bottom of hole 2 inches 4-4-94 4 • 30pm_ 12 Date and hour of initial water filling ,Depth of mitial water filling -inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Ai�t-omat i�G i nhon ,Maximum water depth above hole bottom during tes� 6 inches Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch , 2 ; 25 prefill 6 2 : 40 3: 10 " 3-1/2 8. 6 30 min 3 : 43 4: 13 �� 3—3/8 8. 9 " �� 4 : 25 4: 55 �� 3—1/4 g . 2 �� 8 '9 minutes er inch. Percolation rate = P CERTr#Q�h�2 7 PERCOLATION TEST DATA SHEET a.m. Percolation test readings made by � on 4—5—9 4 starting a 2. 4 2 p l, iea,e, Test hole locatior�'o t 14 ,B 1 k. 1,C o f f i n s i te �Hole number 3 , Date hole was prepared 4—4— 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 sidewall Knife Depth of gravel in bottom of hole 2 inches 4-4-94 4: 30pm 12 Date and hour of initial water fil(ing ,Depth of initial water fillin,g �nches above hole bottom �4ethod 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 Percolation ��ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • 2 : 25 prefill 6 2: 42 3: 12 " 5-1/8 5. 9 30 min 3 : 42 4: 12 " 4-15/16 6. 1 " " 4 : 26 4: 56 " 4-3/4 6. 3 " " Percolation rate = 6 ' 1 minutes per inch. CERT.#'00627 A � � y . PERCOLATION TEST DATA SHEET �� 4-5-94 2: 44 a.m. Percolation test readings made by on starting a =� � (durU Testholelocation Lot14 ,B1k. 1,Coffin sit 4 4-4-94 ,eHole number ,Date hole was prepare� Depth of hole botto**� 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 sidewal� Kn i f e 2 Depth of gravel in bottom of hole inches Date and hour of initial water fillin� 4—4—9 4 4�3ept�i of initial water filling 12 inches above hole bottom l�4ethod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmat].c S lphon 6 ,Maximum water depth above hole bottom during tesr inches Time Percolation ��ime interval, �4easurement, Drop in water rate, Remarks minutes inches level,inches minutes per inch • 2 : 25 prefill 6 2 : 44 3 : 14 " 2-1/4 13. 3 30 min 3 : 40 4: 10 " " " " " 4 : 27 4: 57 " " " " " Percolation rate = 13 . 3 r„inutes per inch. ' CERT,.#00627 » . � ti . PERCOLATION TEST DATA SHEET � 4-5-94 2: 46 a.m Percolation test readings made by o� starting a1 i%p.m, iea�e� Lot14 ,B1k.l,Coffin site 5 4-4-94 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 - 12" Topsoil dark brown loam Method of scratching sidewall Kn i f e Depth of gravel in bottom of hole 2 �nches 4-4-94 4 : 30pm 12 Date and hour of initial water filling ,Depth of initial water filliq� inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Au{-omatic s i�hon ,Maximum water depth above hole bottom during tesr 6 inches Time Percolation ��ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch . 2 : 25 prefill 6 � 2 : 46 3: 16 " 3-7/8 7. 7 30 min 3 : 39 4: 09 " 3-3/4 8. 0 " " 4 :29 4: 59 " 3-3/4 8. 0 " " � � � Percolation rate = �- 9 minutes per inch. . � . . r CE..tr.r+��627 � PERCOLATION TEST DATA SHEET l� 4-5-94 2: 4g a.m. Percolation test readings made by 'on starting a p.-m. ldarel Test hole location Lo t 14 ,B 1 k.1,C o f f i n S i te�Hole number 6 ,Date hole was prepared 4—4—9 4 Depth of hole bottom 12 inches,Diameter of hole 6 �nches Soil data from test hole: Depth,inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches 4-4-94 4 : 30pm 12 Date and hour of initial water filling ,Depth of initial water filling 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 �:ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch • 2 : 25 prefill 6 2 :48 3: 18 " 3-1/8 9 . 6 30 min 3 : 38 4: 08 " 2-15/16 10. 2 " " 4 : 30 5: 00 " 2-7/8 10. 4 " " Percolation rate = 10. 1 minutes per inch. DATE TIME CITY OF ORONO CALLED IN I� ��t3- 3'�� INSPECTION NOTICE SCHEDULED ��` y. PERMIT NO. �J �(c"� COMPLETED � � ADDRESS�� 7� OWNER �. .�.8rf LQ� CONTR. �� TELEPHONE NO. T7�-S�JJ � DESCRIPTION � � 01 FOOTING 11 MEC/ NICAL R 18 EXCAV/GRADING/FIWNQ y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHOREJWETIANOS p 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 O6 PROGRESS F' 07 DEM�SITE 27 SEPTI,M IA NT.� 21 COMPLAINT v � 07 DEM�FINAL 5 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 28 CEDAR SHINGLES �FOUN ATI REM VAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO 1��-��, � COMMENTS: — � //r 1� / W -� �� --— — — — . ,,..,._ J O ; . � � � '_. �1 .� W = /`- �t Y Q/� j� �v�-. ".�.�� • .._....x.wa�r.�� . I� W �yf � ie,� ! W � � j �WORKSATISFACTORY PROCEED PROJECT COMPLETE W W ;:' CORRECT WORK 8 PROCEED . ISSUE CERTIFICATE OF OCCUPANCY O Cl CORRECT WORK,CALL FOR REINSPECTiON TEMPORARY � BEFORECOVERING PERMANENT ❑ CORFiECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION FiEQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins ecti n 24 hours in advance.473-7357 OwnerlContractor o . Inspector. �—� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITYOFORONO CALLEDIN `! "23 -qI �' '�C� 7 INSPECTION NO�CE�� SCHEDULED G�� PERMIT NO. 1��G' COMPLETED �� " r ADDRESS ��5 Q� OWNER �E�v CONTR. TELEPHONE NO. 7� �' � �S� � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRAD�NG/FIWNd � 02 FRAMING 13 MECHANICAL FINAL 19 LAl�SHORE/WETLANDS � 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 DEM�-SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEM�FINAL SEPTIC INSTALL: 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTHACTOR TO M ET YOU: YES� .�.�10 � COMMENTS: ' '�X ` r� �'/� � � - ,? t S" �- �^l,, Y� ;� , J ` ':' � � � I� f ', / '� (�� O �+ y� � ��. Q �l W � Q � Z W � W � j d i:WORK SATISFACTORY:PROCEED W PROJECT COMPLETE W !' CORRECT WORK&PROCEED - ISSUE CERTIFICATE OF OCCUPANCY O �l CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WI�L RETURN ❑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 aFfis�:•�- �_..,. Inspector. .� �"'-' ' .s� '� - ✓; White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN � �� •'= �- . /t 1 INSPECTION NOTI�E SCHEDULED -S �� ..'� � � ' y� PERMIT NO. `i ��-� `� COMPLETED �� '` (� ADDRESS , .�`i �� . ��t� :_ f -'��: ;� ._ ; r �� OWNER I' , ,�zf.-'L�-c�_ CONTR.-�� `;t,._c E<_(<< ,.�� TELEPHONE NO. ��=' � , ', - � DESCRIPTION �� - i��_ � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 Q 07 DEMO-FINAL , �SEPTIC INSTALL' 22 FOLLOW-UP T 09 PLUMBING RI 23 SEPT'IG FINAC--" 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � ^�.�`�i � ""./��J� �.r'T/G- �'/Y'� � ��_ ._._.,_,`.. �...��'�` .. � �� '� � �� _, o _ .__ � � _ '3 ' ' ' ' � a � �--�' :/`. �I�ti/�- � � W � Q � Z W � W � j d � WORKSATISFACTORY:PROCEED I_; PROJECTCOMPLETE W l7 CORRECT WORK&PROCEED i: ISSUE CERTIFICATE OF OCCUPANCY Q ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next' spection 24 hours in advance.473-73�J7 . OwnedContractorp .- � . ' `` � Inspector. � -'�� ; f ;��/�,.-,' � White Copyllnspector's File Canary CopylSite Notice DA � � ,.,T�1 CITY OF ORONO CALLED IN ' � INSPECTION NOTICE��. (� SCHEDULED � PERMIT NO. l 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 � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPT LL. 22 FOLLOW-UP = 09 PLUMBING RI PTIC FIN 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_N > � COMMENTS: ' s � W �- i a j - �- r' O >. � O / : � � '� W � + ��1 Q ' � � � `� .��' ' � -�. �" � � %'\ W � j d � ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY Q CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r, pHOTO TAKEN INSPECTOR WILL RETURN � CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex ins cti 4 hours in ad ance.473-7357 OwnerlContractor o Inspector. ' � �� `,� � White Copyllnspector's File Canary CopylSite Notice