The URL can be used to link to this page

Home My WebLink About1997-008926 - new septic ,. PERMIT ��ITY OF ORONO PERMIT TYPE: - ;.;W._-.: - ' 2750 Kelley Parkway- P.O. Box 66 Permit Number: J,,�..�r r, :�i :-�.;;=;,�;,;�•:,- Crystal Bay, Minnesota 55323 � � � � _- - (612)473-7357 Date Issued: _ _ . SITE ADDRESS: _— , ?�f�13 v i 1�.y ::�1 t°%� .... . .. {—• ' � _. .. ' _.._ . ,... _ :!i - DESCRIPTION: , , _ .. . .,- - , ,_ ; :-:_. .... _:.. : : . _ _ ....... ..._,... . .. ... ... . ... . ....�f�. :�l1t:y � " :.k•�;� . __s�^ • ..{ `r C:s iVi� �.' "'eF'„,i" Y r � +"„ .. _1 . •:+'��. _ { . ._ Fe i s.' , r _ . _:ti ' # 3=.: ��T'_� 1 ., _�, .� , . _ �Y'-.�.��., � .. . .T ; . �.. , _ '. t� i,1�.� :.t_�:._�' ... �_� _�':. 1�1r;';��:; ; ;rr;�-. �..;� _ �3�,;,t.�.� REMARKS: FEE SUMMARY: - ._._.,._ ."�� ;_�:� . � _ ��!;. � z'��'��;�.� �-_____ - i i::j:.ri_ ; �-:.�r; �I�•i i�: "(: CONTRACTOR: _. . . _ '^:`�-;-: ' ' `- -:- - � OWNER: . . ... . . '._'_ . .. .. }_.Y.y . .. F i!_ _ �. _. . � », _. _ _. _ . . . _.. . . _ _.. _....�_ ..: _. . {_.�_i.�}'� �Y•_�1 Lr�R' �� . E:.l .il--;��.,t�_��1.�1� teI34} ^i..'_ .�� _.. ._�1':��'� . .1Y `_. .. _. „�..L_... .r., t... _i ..��.. . .,.��.� �. 31 _ ':'1 3 "? i_.i . �. .x.L. _ _ ..Y. ...��} � 'i..'i . . . ,t..!.. � �e .'�3�_ . .._., _ _ . .. .. . . .. .».. . ..._. .... _. ,. ... . _ . ..... . . _. . .__ _ . .�._. ._. 4..... . . .. , . . . •=;i-':-i�'w��s;:'f"`� .3 .E� �1 .. ...._.�= i :y! � ' �' S;ro _F . . __�! ." . _ . {_ �.�F"..'�I._�. . ._»_ .. m °�i_( i�#�._..,.. _. _. . . , . � � .. . � —,_ � • � ' �� jV:'� .� � �'�. � � SC..�1.... F..°iy -_ ,_ _ _Y � "'��TI i F�'. '�" � . . {" 'r _' ' k t'f� e�i...hi „r � . , ;r: : s. _ . ._ . _.._ _ _ _�__. ._. ,... . _ .__ , _. . .. ..._. _ . I _ . ._ . ._ _ ._ _. .. .. ._ . _. � . . . . ,. � !_ /�� v.� � APPLICANT'PERMITEE SIGNATURE ISSUED BY:SIGNATURE �� /Q , .✓� _� CITY OF ORO�'O SEPTIC SYSTE�I PERl�IIT APPLICATION Box 66 (2750 Kelley Parkwav) Crystal Bay, N�t 55323 JOB STI'E ADDRESS: 2 � S� C-� un �� r�(�e ,�r� Occupancy Type: Residential '1C Commercial Other Permit Type: � Ne�v or Replacement Sy�stem, $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 O�mer's Name: ��u� PhoneNumber: 1�Iailing Address: City: �p� Contractor's i�'ame: /' l�Urr� 1-�,-�( PhoneNumber: ��?�t- � Z4� % I�Iailing Address: City: �p� DO NOT 1�iAII.. PAYI�iENT WTTH THIS APPLICATION GENERAI. INSTRUCTIO\TS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Desijn reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The follow�in� inspections will be required for all septic systems: A. Pre-installation site inspection to include i.nspector, installer, and general contractor. B. Tank installation prior to coverin�. 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 a�ain durin; 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 holdin�MPCA 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. �S 1. I have received a copy of the system design includin� the Ciry of Orono Septic System Approval Cover Sheet. 2. I will be installin; the followinQ: A. Tanks: `� Precast Concrete _ O[her Manufacturer ��ccuS'l� Tank Capacities: 1) r�c� gal. 2) 3�o gal. 3) j�� gal. B. Pump Station (if required) Pump make & model 1�'1�� 'lC��s (attach pump curve & literature); system desi�n requires 3� gpm at 1S feet of head. High water alarm make & model G ao�-2�� Outside � ' electrical work to be completed by 'K installer electrician � other Inside electrical work must be completed by electrician. C. Treatmen[ System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions �� 'x 6�' �0 Drop Boxes Sand bed dimensions 'x ' `f`� Distribution Box Pressure Dist. Pipe Diam. 1��' " !�6 Maniford Pipe Diam. 'Z. " D. Final Cover/Topsoil to be: ?C 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, 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: V� �� Date: '�^Z�- �7 MPCA Certification No.: g�.�� Staff Review: Appr v 1 Denial ___ � Reviewer: Date: ��j Reason for Denial: � � , . CITY OF ORONO SEPTIC SYSTEI�I PERivIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, N1�1 55323 , � �� ?,�c�2� ��,� JOB SITE ADDRESS: � � Occupancy Type: Residential � Commercial Other Permit Ty�pe: New or Replacement Sy'stem, $100.0 ,/� � �� Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees , *See fee schedule for non-residential permit fees O�vner's I�'aune: PhoneNumber: Nlailing Address: - City: �p� Contractor's I�'ame• J " PhoneNumber: I1�iailing Address• City: 7-�p� DO \TOT �TAII� PAYI�IENT WITH THIS APPLICATION GE\rERAL �TSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the City Offices and work must not begin unless the permit card is on the job site. 2. Permiu will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system desi?n. Desi?n reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover shee[ si�ned by the City Inspector. 4, The follow�i.n� inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverinJ. C. Drainfield trench ins[allation prior to coverinJ. 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 pipinJ installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holdin�MPCA Installer Certificate shall be present durin; inspections: A 24- hour notice is required for all inspections. ... , 1� NOTE: Applican[ must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. ,� �� ,� �' ;�L'� 1. I have received a copy of the system design includin� the City of Orono n Septic System Approval Cover Shee[. � � �n - , � 2. I will be installin� the followin�: A. Tanks: Precast C cr�te er Manufacturer Tank Capacities: 1) /' �al. ?�. 3) gal. B. Pump Station (if required) Pump make & model (attach pump curve & literature); system design requires gpm at feet of head. Hijh water alarm make & model Outside � ' electrical work to be completed by installer electrician other Inside electrical work must be completed by elec[rician. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions _(�'x�,�' ' Drop Boxes Sand bed d'unensions ��'x �> � Distribution Box Pressure Dist. Pipe Diam. �/L" Maniford Pipe Diam. Z " D. Final Cover/Topsoil to be: � borro�ved from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. n Si�natureofApplicant: �� '�� Date. ;�� ? � � MPCA Certification No.: � Staff Review: Approv Denial ' �-, �� q � Revie�ver: � �'�' — Date: . ��/ � — Reason for Denial: � �,� � CITY OF ORONO � t�:� �:� SEPTIC SYS'�ENI A.PPROVAL O ^� O . �'R'; �.i. � �`� `.' � � +�ITY of URO�TO �h4�`�� ; � ';. ^ _ :s �, ��. ,- � ,� � v t�t t� �i aF �S r�+ � �� r. � � ,a,:: � r ♦ r� I t✓.� ��,i�/:;� �, � ��,*w�+'� MunicipalOfiices `r'� � 1�.�,,� ` �, Post OiFice Box 66 . L �+� ��'� Cr}�stal Bay,hiinnesota 55323-0066 'C! �kESH�� LOCATION: 2650 Countryside Dr. W. OWNER: Eiden GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testinq REPORT DATE: May 17, 1997 The City of Orono has Approved your on-site system design as of �Y 23, 1997 (approved-disapproved) (date) with the following conunents: THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be gran[ed until tl�e Iiispections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, tcucks, 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 By .i Stephe eckman, n-site Systems Manager TELEI'i IONE-473-7357� FAX-473-0510 � , ��P TESTING, INC. Steven B. Schirmers • MPCA Cert.No. 627 � 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License #394 May 17, 1997 Tony Eiden Company 2650 Countryside Drive W. ( lot 6, BIk.2 ) Orono, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, five bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - LtB - LeSueur. The seasonally saturated soils were located at 18" to 24" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soits at a depth of 12" have a percolation rate averaging 9.2 mpi. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. 1 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, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. � • . teven B. Schirmers 2 MOUND DESIGN WORKSHEET , (For Flows up to 1200 gpd) A.' FLOW Estimatcd Scwagc Flows in Callixis pa dny (BPd) Estimated '� c� gpd (see pages D-7 or I-3, 4, 5) �m�� or measured r-- gpd x 1.5 = - ��o�ms Type I 'fypc 11 Type III �� 2 300 225 180 B. SEPTIC TANK LIQUID VOLUMES 3 aso 30o Z�a o� 4 600 375 256 �� j -lasc� dt 1--/Oo� gallons (see pages C-3 or G5) s -so aso Z�a ;o 6 900 525 332 T��• 7 1050 600 370 ID 8 1200 675 408 edumn C. SOILS (refer to site evaluation) '1 i I V . ScplicT�nk Cypacilic�,in gylluny 1. Depth to restricting layer= 1�s,, �,ti a- aa inches N��o� ��um Li �a i.� ��.,�� 11 q ' y ' I y wIN 2. Depth of percolation tests = 1 a inches ��m� �.�.�,ry Q+rba�c dupwyl 3. Percolation rate �.�- mpi z a kf+ ,�o ,�u 3�a �000 �soo 4. Land slope S % 'o� 9g � ,� D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = , � v gpd x 0.83 sq. ft./gpd = Ga� sq. ft.-�an`� ��4� 2. Select width of rock layer (10 feet or less) = l D ft. 3. Length of rock layer = Area+Width = �sq. ft. 1 �ft. _ �� ft. Rock Bed r•r•r•r•r.r•r•r•r�r•r•r•f•r�r �.ti.ti.�.ti.�.ti.ti.ti.�.ti.�.ti.�.�. T tiftiftir{rtiftifti�tifl�tifti�'tfti�tif{� idth S10ft. . , r r•r•r•r•r.r.r r•r•r•r•r•r•r ;.�.�.�.ti.ti.�.�.;.�.�....•..ti.... 1 .r.f.;.f.f.f.r.f.f.f.f.;.f.l.r E. ROCK VOLUME � Length 1. Multiply rock area by rock depth to get cubic feet of rock; l�sq. ft. x�ft. _�cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �► �cu. ft. +27=�_cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; a' cu. yd. x 1.4 ton/cu. yd. = 3� tons. F. ADSORPTTON WIDTH LL �-�0 �''� Absorption Width S3zfng 7'able 1. Percolation rate in top 12 inches of soil is ��'t- mpi Pucolatlon Ratc Gallons Ratio of 2. Select allowable soil loadin�rate from table on page E-; in Minute�pu Soil Texture per day per Abswp�ion wiJih (ocA(MPl) square foot �a Rock Irycr ��- gpd/ft2 w��n 3. Calculate adsorption width ratio by dividing rock layer Facter than 0.1• c�sv,a .--- _._._ 0.1 to S Send 1.20 1.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate;. o.��s•• Flne Sand�• o.�o z.no 6 to 15 Sandy Loam OJ9 I.52 1.20 gpd/ft�i ,�s� gPd/ftz= Z�1� . 16 to 30 �.,,, o.� z.�, 11 to 45 Silt l.oam 0.50 2.40 Check this value on a e E-16. ��o c►�y�,,, o.4s z.�� p g . 6o w�2o c�sy o.za s.W 4. MulHply adsorption width ratio by rock layer width to get� s��m;;;�� c�ny _____ ____ required adsorption--width; � � � - °�� Z.t,? x�ft = Z�-7 ft .1:.r ... ... . . . , _� . G. DOWNSLOPE I��WIDTH 1. If landslope is�6 �aiore, subtract rock layer width from adsorption width to obtain minimum downslope dike toe � 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 �� feet b. Multiply rock layer width by landslope ' '°'` COY•� to detennine drop in elevation; ' `°°t R° °° Slope Difference S�peret�on � tut _�X � %y 100 =_� feet SIOD• Oliference _�_ ei UpsloDe WIOIn c. Add depth of clean sand for separation (2a) -�- �°e1 Rock eea w�atn �` at upslope edge,depth of rock layer (1 foot) to depth of �� DownsloDe wta�n cover (1 foot) to find the mound height at the upslope edge �° 'ee` of rock layer; l.� ft + lft + lft = 3•s� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3 .3� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3,3� x 3•� _ _L� feet f. Add depth of dean 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,.5 ft+ . � ft = 4.0 feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of 5�-o h. Multiply dike multiplier by downslope mound height to get downslope dike width: �,� x s o = � feet i. Compare the values of step G.1 and St�p G.2h Select the greater of the two values as the downslope dike width; _ ry � �_ a� feet �o,�oo. ��a�� j. Total mound width is the sum of �- `°" `' i upslope dike (G.2e) width plus rock Rq�K o. w�,�� layer width (D.2) plus e UDSIODa N10111 '"�"" UDcioDe w,o� I� t�el � 'eei downslope dike width(G.2i); a � �i ��ft + �_ft + ao ft = �� feet � , : ' k. Total mound length is the sum of �� oown�oa �vioin ' _� reat i upslope dike width (G.2e) plus rock layer � length (D.3) plus upslope dike width (G.2e); ; ��ft + ��d ft + i� ft = �� feet � �o + (,� -r a c� /o� - - Totei��nptn wn ope ps ope 3:1 Ll S:I 6:1 7:1 7:1 �:l 5:1 i] 7:1 d:1 x rope 0 3A 4A SA 40 7.0 3.0 4.0 S.0 60 7,0 e.0 1 3A9 Ll� 526 638 753 291 3.85 4.76 5.66 65l �Al 2 3.19 l3S 556 6.l2 6.14 2.83 3.70 45� 536 6.)1 6.90 3 330 4Sl S.C! 7.32 l.86 275 )S7 l35 5.06 5.79 6A5 4 7A1 4.7� i25 7.l9 9.Tt 268 3.15 4.17 L81 5./6 6D6 5 353 5.00 6.67 d37 lOT1 Z61 J33 4.00 �.62 5.19 S71 6 3.66 S.lb 7.14 93A 12QJ 254 3.23 7.A5 L41 �.93 SAI � »0 556 9.6'9 1034 137� 24d 3.12 3.70 t2i 1.7D 5.13 E 3.95 Sl6 5.33 1154 15.91 242 l.Q! 3S7 �QS �.19 �dB 9 �.11 6.75 9.09 13.01 1l.92 i36 2P1 3.15 3.90 �30 t.65 10 429 i67 l0A 15.00 21�7 2]I 2B6 33J ].75 �.12 t.0 11 l.{8 714 11.11 17.65 30,/3 2.�6 2�6 327 7.61 ].95 �1b 12 1,69 7.69 1250 21.0 4375 221 270 3.12 1.t9 3.80 4.08 PUMP SEL.ECTION PROCEDLm_F A. Determine pump capacity: C, Gravity Distribution EN� PERFORATION OF A PERFORATED LATERAL 1. Minimum suggest�ed is 600 gallons per hour(10 gpm)to stay ahead of �� water use rate. T�� 2. Maximum suggested for delivery to a drop box of a home system is 2,700 �.;.,;ti,..>:,.,. gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ::y�%��,�,,,,sa,w,a,,.. �`�',�',',y;,;;°',„,`,"«�;�;�' +�:;,��.:. :�wim rca rosln pape.) H PNlwclbn Orlll�d HorlSon1011y Pressure Distribution • r��o , �.a� �, 3. a. Select number of perforated laterals 3 '�:r+w , , N �� z•�o �. oi FMI Rocl . .'. ol Roc►Lrya b. Select perforation spacing=_�ft. .- � ` 'P«i«��;:'��w a� c. Subtra 2 ft.from the rock layer length. `'` c��s� �y« �^"°^�°' ��•�a� ��-2 ft._��ft. - o�whwi son P.�nr swruNa BHon PlorMq Sond�oya d. Determine the number of spaces between perforations. Length perf.spacing=�L ft.+�ft._�spaces TABLE OF PERFORATION DISCHARCES IN GPM e. �spaces+ 1 =�_perforaHons/lateral ' f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches) get total number of perforations. �� ,�� x �=y�perforations. �/ 1.Oa OS6 0.74 g' � X ,`�(� _,�g�m• ]S 0.69 0.90 P� 6�e�+� 2.Ob 0.80 1.(14 2S 0.89 1.17 SELECTED PLJMP CAPACITY '�c, m 3.0 0.98 t.2s -�-gp 4.0 1.73 ].47 5.0 126 lb5 B.Determine head requirements: 1. ElevaHon difference between 11IT1 and �i�t of dischar e. aUse 1.0 foot of head for residential systems. � P P P° g bUse 20 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. Frietion loss Pipe[.ength � a. Enter friction loss table with gpm and pipe diameter. � Poinc of D;scharge Read friction loss in feet per 100 feet from table. �� F.L._ �. l.. ft./100 ft of pipe Elevation DiCfcrence b. Determine total pipe length from pump to discharge p�,p �oj z point. Add 25 percent to pipe length for fitting ]oss,or use a fitting loss chart. Equivaleilt pipe F-18b length-1.25 times pipe length = 1.5 inch 2.0 inch 3.0 inch �X 1.�J = f ► Z fC'�t gPm Friaion los+per 100 ft o( � P fw c. Calculate total friction loss by multiplying 10 0.69 0.20 friction loss in ft/100 ft by equivalent pipe lccigth. 12 0.96 0.28 Total friction loss= a, �- x ! )"Z- +100=�_feet 14 1.28 0.38 4. Total head required is the sum of elc��ation diffcrence, 16 1.63 0.48 special head requirements,and total friction loss. 18 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 �_+�_+�_ 30 5.23 1.55 0.23 (1) (Zi (3cl 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD ��feet 50 � 3.99 0.58 55 4.76 0.70 60 5.60 0.82 C. Pump selection � l. A pump must be selected to deliver at least�� gpm (Step A) with at least��feet of total head (Step B). �r VUI�� , ;.��i.: ; IiV; ...:_Z:� Location or Project Dickey site, Lot 6 , Block 2 , Orono _ ' Borings made by �-p Testinq , Inc . Steve Schirmers _ Date 11-18-93 Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand_ X , or Power , Flight , or Bucket X Depth , Boring number 1 Depth , Boring number 2 in in feet Surface elevation 995 . 3 feet Surface elevation 997 . 5 ,� _ --- — —- 0 - -- - _ Topsoil dark brown Topsoil dark brown loam loam � - 1 - 0, - 1-1/2 ' -MOTTLED 1- 2 0 - 1-1/2 ' Brown clay loam 2 - Rusty dark gray 2 _ 1-1/2 ' - 2 ' -MOTTLED 2 ' Ioam 3 - 1-1/2 ' - 3 ' 3 - Rusty olive brown clay loam Rusty olive gray _ 4 _ clay loam 4 - 3 ' - 5 ' . 2 ' - 5 ' 5 - 5 - 6 - 6 - 7 - i - ( g - 8 - � I _1 I�nd of borinq at 5 � feet . End of boring at 5 � fe�t . Star.diny �✓ater table : Stal��?ing water tabl� : present at 2 � feet of depth , preserit at 4 � 1�� feet of de,�th , l� hours after borinq . l� hcurs a{ter boring . P�ot present in hole i��,i present in hole Mottled soil : Mottled soil : Observed at 1-1/2 �feet of depth . Observed at 2 � feet of depth . Not present in hole t�ot present in hole Comments : Comments : �..,;.: 11' Il,I�11 vv�L / . . . . Locati�n or Project Dickey site, Lot 6 , Block 2 , Orono � Borings made by S-P Testinq, Inc . Steve Schirmers _ Date 11-18-93 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 ip in feet Surface elevation 994 • 8 feet Surface elevation 995 . 6 0 - - -- 0 - - _ _ Topsoil dark brown loam Topsoil dark brown 0 - 1 , loam 1 - 0 - 1 ' 2" 1 - Very dark brown loam Very dark brown 1 ' 2" - 1 ' 10"-MOTTLED 1' 0" loam 2 _ 2 _ 1 ' - 2 ' -MOTTLED 2 ' Rusty dark gray loam 3 _ Very dark gray 3 _ 2 ' - 3 ' clay loam Rusty3 ' - 3 ' 4" a�ak �oa�i Rusty gray brown 4 - 4 ' sandy loam 1 � 10" - 4 � 8" Rusty4 ' 8" - 5 ' gr��amlay 3 4 - 5 � �� 5 - 5 - 6 - 6 - ? - 7 - I 8 - 8 - � I � End of boring at 5 ' feet . End of boring at 5 � fe�t . Standiny water table : Standing water table : present at 2 ' 2" feet of depth , present at 2 ' 10" feet of depth , 17 hours �after boring . 17 hcurs after boring . Not present in hc.71e Not present in hole Mottled soil : Mottled soil : Observed at 1 ' 10" feet of depth . Observed at 2 ' feet of depth . Not present in hole t�ot present in hole Comments : Comments : � ,., , . . _ ..,, � Li�71 , l,_,', . i�.ii� ,! UU�1 l � �: :��11 I��>> i��:� --�- - -- -- _ ----- -- --- Location or Project Dickey site, Lot 6 , block 2 , Orono ` $orings made by ;;-P Testinq , Inc . Steve Schirmers Date 11-18-93 Classifiction Sy:�tem: AAS�IU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand_ X , or Power , Flight , or Bucket X Depth , Boring number _ 5 Depth , Boring number 6 feet Surface elevation 997' 4 feet Surface elevation 995 � g � - - ----_ _._.----_ — 0 - ------- �!'opsoil dark brown Topsoil dark brown loam c.lay loam 0 - 10" 1 _ _ 0 - 1 ' 1 - Very da.rk brown ?oan Brown clay loam 1 ' - 1 ' 10"-MOTTLED 1 ' 10 ' 10" - 1 ' 8"-MOTTLED 1 ' 8" Very dark gray loam 2 Rusty olive brown 2 1 ' 8" - 2 ' 4" clay loam 3 - l � l�r� 3 � 3 - Very dark gray Rusty olive gray clay loam clay loam 4 - 3 ' - 4 ' 2" 4 - 2 ' 4" - 4 ' 4" Rusty olive gray loam Rusty dark gray clay loam 4 ' 2" - 5 ' 4 ' 4" - 5 ' 5 - 5 - 6 - 6 - 7 - 7 - I 8 - 8 - � I — � f�nd of boring at 5 � feet . End of boring at 5 � fe�t . Standing ��ater table : Standing water table : present at 3 � 4��feet of depth , present at 2 � 10�� feet of depth , 17 hours after boring . 17 hcurs after boring . Not present in hole Not present in hole Mottled soil : Mottled soil : Observed at 1 ' 10" feet of depth . Observed at 1 ' 8" feet of depth . Not present in hole P�ot present in hole Comments : Comments : CERT. ��00627 • PERCOLATION TEST DATA SHEET �-� ,��.��j Percolation test readings made bv S—P Testlnct, InC . on 11-19-93 startin�� at 8 = 45 E�.m. Te,t hole location Lot6 ,Blk. 2 , DiCkey siteHole number 1 , Date hole��as prepare�i 11-18-9 3 Depth�f hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: � Depth, inches Soif texture 0 — 12" To�soil dark brown loam Method of scratching sidewall Knlfe Depth of gravel in bottom of hole 2 inches Date and hour of initia] water filling 11-18-9 3 �eptFi o�nitial��ater fillin� 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatle s iphon 6 , Maximum ��ater depth abovc hole bottom�iurin�_tc,t inrhr� Time Percolation :ime interval, Measurement, Drup in �+ater rate, R�niarks minures inches le�el, inches minutes per i I I inch n n n �� n n n n n u n I .. — _ _ � � i I Percolation rate = 1�' 2 minutes per inch. CERT. �00627 . � . , , . PERCOLATION TEST DATA SHEET '��„�',. Percolation test readings made by S—P T.nstinT; Tnc _ on_ 1 1 -1 9-9 3startin_ at 8 : 46 �,�' �e.�,�, � Test hole location Lot 6 ,B 1 k. 2,D1Ckey S 1 teHole number 2 , Date hole N as prepared 11-18—9 3 Depth of hole bottom 1 2 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 11-18-93 3 : 30pm 12 Date and hour of initial wate�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 AutomatlC s ipnon , Maximum water depth above hole bottom during tes� 6 inrhe, Time Percolation ;ime interval, Measurement, Drop in water rate, Rrmarks minutes inches level, inches minutes per inch ' 8 : 30 refill 6 8 : 46 9: 01 " ;�4 3 . 8 15 min 9 : 13 9: 28 " 3-7/8 3. 9 " " 9 : 30 9 : 45 " 3-3/4 4 . 0 " " Percolation rate = 3 • 9 minutes per inch. CERT. �00627 � PERCOLATION TEST DATA SHEET �._. Per:��l��i��n [e�t readings made by S—P Testing, InC . �� 11-19-9 3 ��inin��it 8 ' 47 �—p-n�:� Lot6 ,B1k. 2 ,Dickey site 3 � 11-18-93 Test hole location , Hole number . Date hole ��as preparecl Depth of hole bottom 1� 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 Knif e Depth of gravel in bottom of hole 2 inches 11-18-93 3 : 30pm 12 Date and hour of initial water filling , Depth of initial ��ater fillin� inches above hole bottom ti1ethod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie S i�hon , Maximum ��a�er�iepth ab�ve hole bottom �iurine te,� 6 inche� Time Percolation ;ime in[erval, Measurement, Drop in water rate, Remarks minutes inches le�el, inches minutes per inch ' 8 : 30 refill 6 8 : 47 9 : 17 " 2-9/16 11. 7 30 min 9 : 31 10 : 01 " 2-7/16 12. 3 " " 10 : 19 10 : 49 " 2-3/8 12 .6 " " � � � � Percolation rate = 12 • 2 minutes per inch. �ERT. �00627 � �~ . ' PERCOLATION TEST DATA SHEET S—P Testing, Inc . 11-19-93 8 : 48 -�� >> � Percolation [est readings made by on starting a� � �� ni� .,,,,�, Test hole location LOt 6 ,B 1 k. 2 ,D 1Ckey S 1 te Hole number 4 , Date hole was prepare�i 11-18—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 darT� brown loam Method of scratching sidewall Kni.fe Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 11-18-9�e�tt��f i�ii�ial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon 6 , Maximum waterdepth above hole bottom dwing te�� in�h�, Time Percolation :ime interval, Measurement, Urop in water rate, Fteinarks minutes inches level, inches minutes per inch • 8 : 30 prefill 6 8 : 48 9 : 18 " 3-1/2 8 . 6 30 min 9 : 32 10 : 02 " 3-1/4 9 . 2 " " 10 : 18 10 : 48 " 3-1/4 9 . 2 " " I i --- Percolation rate = 9• � �+inutes per inch. CERT.. �n0627 r � , � � PERCOLATION TEST DATA SHEET Percolation test readfngs made by S—P Testin InC . � �� 9• ��n 11-19-93 startin�� a�49 �,.n, .,.,:,, Test hole ]ocation Lot 6 ,B l k. 2 ,Diekey s i te Hole number 5 . Date hole ��a� prepar«l 11-18—9 3 Depth��f hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches Date and hour of initial water filling 11-18-9 3 �epth o�initial warer filling 12 inches abo��e hole bc�ttom Method used to maintain at least 12 inches of waterdepth in hole for at least 4 hours AutomatiC siphon 6 , Maximum ��ater depth above hole bottom durin« tese inrhr� Time Percolation �ime interval, Measurement, Drop in��ater rate. Rcmarks minutes inches level. inches minutes per � inch � • 8 : 30 prefill 6 8 : 49 9: 19 " 4-1/2 6 . 7 30 min 9 : 33 10 : 03 " 4-1/4 7. 1 " " 10 : 17 10 : 47 " �' 4 7. 5 " " � I � i - --- � i , �— � i I Percolation ra[e = �' 1 minutes per inch. �ERT.�00627 • � " ' ' , ' PERCOLATION TEST DATA SHEET Percolationtestreadingsmadeby S—P Testing, InC. on 11-19-93startinga� 8 � 50 ��—� �e,�,�, P P Lot6 ,B1k. 2,Dickey site 6 11-18-93 Test hole location , Hole number , Date hole was re ared Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 - 10" Topsoilc�d�rk brown loam 10" - 12" Very dark brown loam Method of scratching sidewall Knife Depth of gravel in bottom of hole 2 inches 11-18-93 3 : 30pm 12 Date and hour of initial water fillin,g , Depth of initial water fillin,g inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatic s iphon , Maximum water depth above hole bottom during tes� 6 inrhr� Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch ' 8 : 30 refill 6 8 : 50 9 : 20 " 5-3/8 5 . 6 30 min 9 : 34 10 : 04 " 5-1/16 5 . 9 " " 10 : 16 10 : 46 " 4-15/16 6 . 1 " " � ---- Percolation rate = 5 •9 minutes per inch. �� * . , .. � . , _� j�;� �.-.. ��'a- ,... . ��910� `� �'��f�= � ��c�v .� �"� .r. � enT� �.... a��}��- :.�n. ,�_�.�... �.+-.a nR� �.�- . ., �� 6,^ r�'� �t' a a� � �>� �% ,,_ _ .. , �J � 1��-`� A�� !��I�'�/�( E4.��P��1-� o� c�� a��'�r�L1�4E�: tir1<�i-� C:�,��?��`!"9t�3�aS AS NOT�Q -�N� �oeos�o -��+�--rM�+-�-� a�►� 6�-Fo�-�- '�;� N�l� �'tl�t�h�3VED — Ct��'`.T & RESU4l�qEi: �- R _�z- �.o�-�STv��[��d� t"he,se commtnts ane fcr your lrfifi:�matic>n. All w.ark shai!b�£��14e !+�o! cOrr�si+��s � wlth a!i ��,ytlG�u?� t.}tl°�n� �c tsis�itlg e�+e� �--�/ /� ..:�"',s.,t1TsS1t�9 i!�Cil+linat ItL"S"':`? tZ3�2 atf,'?Cfflc."`.h�' f'-'il'E�` !il �1�5 F:'�� /� t � :`4''.`�.'�; �n�t(t�� ,�F =�.''� , r.l ' .L �~ti'-�w- ^ � � �` � � l �� y�.8= � �\ �e ^ ' - .'7 Ji - - ,, __ �XJ�,'�.J �� \ � _�, — - —t,9,,_ -��,J� (�6O �, � ------ - P�Pes�� MI t —�� _ �QQC°�•'GC� %, Yt�m�v��v yaa!, -�� ,.,�y�. Lµq,��s��t n� � J � S s " 13�-( '. / �` �,1 9 r.y - ��/ / ��,9,s p � � . �� GO'�r'�l t� �5 V�D��'�'�l� ` � ,PCZovos.� �' �\, �� 4� \ '� � (� ��1��'�-� �7�-1'� J'� �l t��' �� '(A�-'�rS /� ' 9 .ti , . \ _� \V 7 Q'(ct9�sC-p� �� `7 NOJS� �� p` � � . � i�� / �., ;11r�i 7 �� 1�s-i�� % '�'��v�'� n � . �+ � 99y� ��-ts��o�.,1 . � Perco�a!ion Tests Scale� � = SQ� . +- '� , ` :s '99�.�11 � ��5�ti 9 �'��G yl X$oil Sori�gs � , � 99u� o�� 1�� \ �Ber�ct: Mork _' .7�'_.._ � ', ` + * � ��1 T ��W . ._ - °'; '� � � � '� Note� This system is 10 be construc+ed to me�t � '�� -i- + , qqS,9 ,9y�7 the Mirnesola POIIutiO� COn!rOl A^yzflCy , , � �� Chapter 7080 & �Local Ordinance � � 99L.S/ / � � � // �9 3l - . � ','tt / � Check all underground utilities f � �\, � 9as.3 � i / � / _ - ' � 9�.y� / t�c aJo ��94.1 "l,Z�t�O $-)55-�17 '��S ' ' � ;' . / ' - � � Pf�PERTY CF:,So�IY ��sA G`D, - . . ' �/� \ � i53o ��.,. � �- � �SU ��s_z��C�o-��_L�a� j''R-c;�cx�� l ,� w��–'A►-�� p ��,�� /� . 'C�Y1-�'�M�"'�� / � "� 2.� S�'C'61�L�. V F'�� ) �� .�.� (�n. ��r� n � , ti3� � yz�.S � ' �s3 �� si� o n ss �ss' S-/P TESTING//N . , Oesigr�d By: 7 � � �l�i+.--- Cate�1�/��/�, PH.6�2 -497-3566 , . � __ , _ __ __ _ _______ __ __ __ _ _ i . _ `a a — `= L1 '. 1 S S I � . �rC �o' � �4S� goLK Q �- — — — � � � � I � � � � I � 4 o��G. _'��-S�__ ' J 3.5 ��\--sF�o` s�9 a 4•c�� - /G � - / � I , � _____��5 5 A�n � 9`1 L•7 !—�` i � ��..-/-'�M V �� r , �� i S�T- BACKS ' �a-----s�-----��-----�---a� I I� - .. - � , HOUSE i � System must be� ' � • . Tank �� from property lines X - S •`"-<="'<�-t''-\ ;�,1=< ��=��- `��'T•:,� I � ��L� ?�� from wel!s � w q L�L- o il-f ?v from b!dgs. �, � �_GG�. � � W��L'q`Y� , , ,,,, , Treo!ment orea = from !okes , � �eerrts � Treatment orea � from property lines NOTE� Power supply and switches must be located in a ; � M��No��S �'�n 1�." �'from we!!s weather proof encbsure outside the pump�ng chamber and manhole , I ' a`��c`"'"- ?a �from bldgs. � I �— —, ..C�2 ' from trees SOIL BORING ELEVATIONS I i r _i. . . I� �I � ; z�min. . TH�I EL.- ��3 '(N � � -9qS•� � I . ��dia.su I i e T�7 �I c}q�� , r_ grade.s��O I f,.w� 1... —J-t-�, � Tank � Tank I ;;; —�� TH�3 EL.—�`� I Drop to Tank_ � I �rl PRESSURE DISTRIBUTION MOUND SYSTEM TH"� `L,- �� „ � �r�' L�Nt'F�� 1✓IA�\'FvLSt a ! Min. I to 8 �Pumping TH. 5 EL-'�i I ; Max.l��to4� � ��vP '�'��`�-S Sl��D,��oc�J Chamber ELEVATION at PROPOSED Pt!MPWG � CHANBER- 9��°�,�,, P,..�`^��`�r92..a � i 4�fo 6��dia. pipe . p�orv,. -�oe o��u,��- /oo�.� ! i �i Lo��ST �ng- - 9��.o i � SYSTEM DESIGN -MOUND � TYPE-�., �. BEDROOM , Averoge percolation rate `�•Z- min./inch (design.83sq.ft trentment area per gal. of daily sewage flow) � � v gal./day x.83sq.ft/gaL�3 sq.ft.of treatment area +10% =G�'-�sq.ft. (.= IOft.width=.��ft.length of bed area +side slope run�to I x.�height= �_ft.xLiZQ f t.lawn•area needed) I � � Ciean rock needed- �`d sq.ft.treatment area x �� depth of rock=2L�cu.ft=27=�_cu.yds,(3/4�to 2 I/��dia. ,includes 2�of rock above pipe) , � ; ��'�`�� Clean sond fill below rock needed a �4 cu.yds. approx. , sandy loom back fill s�E�cu.yds.approx., topsoil 6�� ci�.yd. _.��- __5�-L�O__Q�_4'C� _1_`�_ w as�o (�-E�or'1t�END -Co Avo �o°�o -Co t'oeso�`FoF �R-K��„�LA�- s�.oP� �� Y�.-c�r��, � Number of tanks required �_, Ist tank�goi. , 2nd tank DoJ 9a1.minvrxms pLt1 s P�-1 m P►i�u �-1� Am�iE R- , . ' o ,- '7 O + '��cv�s4v 5-��-�� y I Pumping chamber capacity- 25 /o of daily sewage flow of � � ga1.=L`�gal.+reserve storage of 150 �?:1/BI� s�goi. pipe back drainoge— PROPERTY OF� o�`� �a-v�a �A - of_�`�.gal./IOOlin.ft.of Z�dia. supply pipe, lin.ft.needed�, �gal.+ manrfold�4�gal./IOOlin.ftof��dia.pipe, l�.ft.needed� , Z- qal. ��p ��,��5�� , �1 ; . total capacity needed��gal.(plus area forpump) uS� rn�n. ! O gal.caP, b"R��O �13..1 � 1-� �1��. L�, �� - , Distribution pipe 1�dia. , .�lin.ft., ��dia. perforations��aparf � � Pump size ��_hp. (pumpable capac+Ty��.gal. 4cycles/day) _j„I S__��_ /$_` �_E�o PR,Gss � p�ScN EtQ-�'�__3�ql�.�i�_D_�___ $-P TE"ST/n/(� / C � No te � W hen cons lruc ling be d - , t his orea s hou l d be s h ape d No te� Dis tance from treatment areo to neig h b o ring vre!Is— � Des�gned By� �� '• �U ' to divert run-off from enterin q treatment oreo. ��'S�� N��'� �aU � � .,, � ' Da?e �/�1 /� , . �. 612-�9?-3566 D T E � �M CITY OF ORONO CALLED IN INSPECTION N� SCHEDULED �% - PERMIT N0. `� COMP�ETED ` ADDRESS � '� �' ` � � OWNER ' CONTR. �'� TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALFiI 18EXCAV/GRADING/FIWNG � 02 FRAMING 13 MECHANICA�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 Z 05 FINAL 14 SEWER HOOK•UP 06 PROGRESS ~ 07 DEMO—SITE 27 b 21 COMPLAINT J �Q 07 DEM�FINAL SEPTIC IN . 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_Y S_NO !t � COMMENTS: '�" � ��'� <.C'.C',� � �/ W '_' � � � � � — O > � O � W � Q � Z W � W � j d WORK SATISFACTORY:PROCEED W PROJECT COMPLETE � ! CORRECT WORK 8 PROCEED - ISSUE CERTIFICATE OF OCCUPANCY W � il CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. pH0T0 TAKEN INSPECTOR WILL RETURN C7 STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED L i INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next in pection 24 hours in advance.473-73�J7 OwnerlContract ? Inspector. � �� White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CA�LED IN INSPECTION NOTIC SCHEDULED �� PERMIT NO. �/��' C MPLETED ADDRESS ' / OWNER � CONTR. ��= TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 73 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 = OS FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMQ-SITE 27 SEPTI 21 COMPLAINT J Q 07 DEMO—FINAL 5 SEPTIC INST ''' 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL ��1 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: �� /�" � /��/� � �u _._ � 1-- j � i O ., � � i � � � �-- .� --- � W � Q f � ` � Z W � W � � /� d .[�WORK SATiSFACTORY:PROCEED " PROJECT COMPLETE W � L CORRECT WORK&PROCEED �- ISSUE CERTIFICATE OF OCCUPANCY W O � CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED G INSPECTION f1EQUIRED.CALL TO ARRANGE ACCESS. Call for the next in ection 24 h urs in advance.473-7357 OwnerlConiracto o i • ' Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE. scr+E�u�Eo '�� , PERMIT NO. _�� 'LS� COMPLETED ADDRESS � � � '� .�� . OWNER CONTR. � • TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MEC ICAL R 18 EXCAV/GRADING/FIWNG �Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 0 03 INSULATION 24/25 WOOD BURNERlFIREPLACE 34 TREE REMOVAL Z 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 DEMO—FINAL C IN L. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES O � COMMENTS: — ' - � � . W ""' � � O � L� >. � O k W � Q � Z W � W � j � C: WORKSATISFACTORYPROCEED PROJECTCOMPLETE W � f CORRECT WORK&PAOCEED - ISSUE CERTIFICATE OF OCCUPANCY W O C' CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. �. pH0T0 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.47�73rJ7 Owner/Contract � Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � � INSPECTION N SCHEDULED PERMIT NO. c MPLETED ADDRESS ^ t OWNER CONTR. ��D� � TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL FI 1 B EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANOS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z OS FINAL 14 SEWEFi HOOK-UP 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI EPTIC� 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 38��SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO ME OU: YES O � COMMENTS: �' � a � � � " ."d J O ^ � � � �l O � W � Q � Z W � W � � d ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE W � L CORRECT WORK&PROCEED f ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. f- pH0T0 TAKEN �NSPECTOR WILL RETURN C7 STOP ORDER POSTEO.CALL INSPECTOR -: CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContracto Inspector. � �� White Copyllnspector's File Canary CopylSite Notice