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Home My WebLink About2000-P02833 (septic) PERMIT C I Tl� O F O RO N O permit Number: 2750 Kelley Parkway - PO Box 66 P02833 Crystal Bay, Minnesota 55323 Permit Type: sepc�� (612) 249-4600 Date Issued: 8�i��2oo SITE ADDRESS: 4485 Bayside Rd MAPLE PLAIN,MN 55359 PID: 06-117-23-21-0003 DESCRIPTION: Proposed Use: Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: CLOVER HILL COMPANY OWNER: JOSEPH J HAUS 314 SHAKOPEE AVE E 4485 BAYSIDE RD SHAKOPEE,MN 55379 MAPLE PLAIN MN 55359 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. �� J Lr�,c� APPLICANT PERMITEE 1 NATURE SSUED BY SIGNATURE Copies: City,Applicant, Assessor, Finance Page 1 , CITY OF ORONO S�PTIC SYSTEM PERMTT APPLICATION Box 65 (2750 Kelley Parkwav) Cryst.:l Bay, MN 55323 � � / � JOB SITE ADDRESS: - � `�� .� �`� S��G I�U�c Occupancy Type: Residential � Commercial Other Permit Type: New or Replac�ment_�ystem, $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 Owner's Name: �J,�_y ��X ��- PhoneNumber: � Mailing Address: City: T�: Contractor's Name: �� c�� , t( �>> ��- Phone Number:6� Z - ; 2 `-�, _ Mailing Address: 3i y S";�,L,��P /��.c � City: ��<��e �p� 53- DO NOT MAIL PAYMENT WITH THIS APPLICATION GE1V"ERAL 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 contractor. 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. �S 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 �u�'4� Tank Capacities: 1) 3�� gal. 2) �c.,�l gal. 3) � 3� gal. B. Pump Station (if required) �� Pump make & model �� rsc, 7 ��e`� � (attach pump curve & literature); system design requires � gpm at - u 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. X Mound �c��U� � Depth of rock below pipe " Rock bed dimensions 'x ' Drop Boxes Sand bed dimensions 'x ' Distribution Box Pressure Dist. Pipe Diam. " Maniford Pipe Diam. " D. Final Cover/Topsoil to be: � borrowed from site (show location on site plan) trucked in The 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. � I / � SignatureofApplicant: �C.�-, � Date: � " lv - «' MPCA Certification No.: � .�� Staff Review: Approval Denial Reviewer: Date• Reason for Denial: �7-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566 FAX (612)-497-5011 State License#394 July 21, 2000 Tony Eiden Company 4485 Bayside Road Orono, Henn. Co., MN This site has an existing pressurized mound system sized for a 3 bedroom home which is approximately 7 years old. Soil borings completed through the existing mound at the upslope corner of the rock bed found the top of the rock at e1.1032.5 and the bottom of the rock at 1031.4 and the original soil at 1029.9. The sand depth is 18" below the rock bed at the upslope edge of the rock bed. A quart jar test found 1/32" of sediment which is adequate for mound construction. The existing rock bed is 10' x 41'which wilf require an additional 10' x 21' for a 5 bedroom home. The existing tanks will need to be abandoned, pumped and filled with soil and new tanks installed. The existing well will also need to be abandoned. The existing house will be removed, no equipment travel is allowed west of the house for removal. The City of Orono requires no disturbed soil within 20' of the system. The addition to the system is very near the existing house which will need approval from the City. 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 locaf ordinances. The soils on this site are SCS soils mapped - KkB - Kilkenny loam. The seasonafiy saturated soils were located at 14" to 44" (mottled soil}. Due to the seasonally saturated soils, a Pressurized Mound System will need to be instalfed to treat septic effluent. The bottom of the rock must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percofation rate of 6.0 mpi. 1 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 tumed over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 75' away from the proposed treatment area. Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system 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 human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not recommended, .due to adding more solids &fine solids passing through to the system. Excessive amounts of soaps, anti-bacterial 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 certfied pumper every 2 years. Check with your pumper to set up a schedule. <;� � , Steven B. Schirmers 2 9 Y � U > �� 3 - � = � 1 z° s m.�= ` � � � � W '� �A ; . pp CD O � w �� i.� � � c��z �3 _ _ — � -, -- - - - ------- _-- �j A�i x �— s � � i Fr � OG t =a.(-. I � i � z� ZGF��•6 °� „Jj � u � �V� �� CG � ut+ A4 r � �y F+ �ip'�p �°OL � " 6m ' � Q "'y W V��a� f= � � I ' i1+ m � �x � i -, �� 7s0 j !�', _ — V Qp F' i '� V (�� N i a' � s'�o�i! 'r-� 'i �� 1�L.��_ ;�'�. ,�\U`� �. C�\1`�"1-^'L �.`" i ; � p� g� U�'� D'� ��-_ !�c{:.�. -� -'1'sL�►�'.-t��j r+,� i 3 �,� ��Ez1 s �V � <�z �6�� ' $ Y Oi �pw,. �� $ �� r- ' �+ Q FSagGOi �I Y ��r � ' Q i , n i=�:1L-'-j �.��`1 �—_. � ��; �- u � `1 ; �� \ \\ ` \ I i •, a � � �w j � i 'f�E.�r•, 948•4 yf� x9So.3 � `o Y � � \� �. e. , or= L �.3o.�z 1, � \*r3k a� ��, , f� - ��A� � , .� � �,; - - - �� - '�tC�S'C)3�V `")cUY'-� �� 5 � �1 A'o'v��(;��i �o L 5'S:� / ,` � x�s-s�s�� N. �, x S vs► x 9 Sp•3 � , r2' S'i s-G'�'wl. 94/�,5�� ,949,3 . �f��r-s��r�, � z \ i 9at„s � x 94g•i, _ \, \� � \� '� ' �^ 30� 30' C � �u3s, — „v, x \ ;�r�`,%'�'F., � ' � �r 4p' _ �s� � (o:�_ � — 9c�b.e \ f�S�,i ��-�,�.K'�;ri)�S>v?�( __ � �—_ 44q � `. �r��,� r�1 Y ,a-� . ,., ,��,�� =F� � � 94),3 I N � �� . .. _ E.�C1S'(1�11.s _ � -- --'- i�, W4�� i ��_ _. �ZZ� �M �t:ti� � ; Sc5 0-� S'��ct'��( o�� P:2'JPERTY OF= '��f t ��:� �_ CoMYr�aa�; BPercolation Tests Scole= �` 1 _ / C�sc'�`•�:�'. :�� c�ti-� � /t�� "a� i7 �;r$oi( Borinqs '-1�-1 �S `��'�;�..i�,��7'� '��Yl� �Bencl: Mork p-��>_�,J M 1! �-?'� �- �J - Note= This system is to be constructed to meet the Ni�nnesoia Po�lution Controt Agency S-P TEST/NG/NC.- Chapter 7080 & Local Ordinance l-- �_ ;,, ' Oevqned By: � ..r..� ��,. -- � Note : Check all underground utilities po:� '�/�=`/-^:; '�-t.6�2-497-3566 � � � � ` 1�-'�'="�' I�1--�-- 1�=A�/"( �.��1�Y�� ,! ��-�'C� � U'�'� O'� 'S1�'�G '}'.YD'�'t�t.�t�� -��GI-�M��-�.� 'Pt1 F�IY)}+� ��c NS Gl-��4�4�� Q� ��_ N J ,-- � ; - _ ��J �� a � � �4 N � . � I S T4O'5�� G� 'SRi-1`GS \,��C �X1S-S�?a�� , � I s`.�" S�l ou�+.o S`S S-C'�M • �. . ,�tiJ�'�� ' .� i �-�iM. a'� � o.v � �.� `Qqc,7 _ ► 3 0, �Z . ��,.ti� —r�� a. ��.��-�� .�� '' w cL., � \ �T'�'_ -�'. '��c�� .� � - �oa�.o \ � \ r '�{��yb� �s �'3' \ � � '1'A1a�LS � _ r��°E� � � � , � i �a�¢,�s-�:.u�-`•. L� � �� "a�� , � .L,��f,� ` �o�4x^�c-��; Bf�rcdat�oc� Tcs�s Scok: 1 - S� �6��r �o;D So�L G`�a°�l Sor'ngs \� ��-y, � , x .c � �8ax�: Mak . CYi Nole= Ths s7stem is b be constn,cted fo meet ' �W�L�� {..��_IN�i . ��G MMC�Q �VN�� VV(K� Hy_"�J "�S'` ' Chapter 708Q & Local Ordinance - � ��_```` Check all underground utilities __ � PRCPfRlY OF: '(o� � ��-�� _- ---- ----- — �l`-l.`�� `:'R`-( S�o�= ��, , D�o�= � vvi vl 1=-�� • C 0 . S-P TEST/NG/NC. ; � - oey�ed Br:��- Ut , ::� : � ._.— Do:e=2/a�/�; Pti.6Q-497-3566 � I� i9 � �-x,s-n uv i�,t y 1 �b Lk- Q'EP 4'�dYcf�=:- - � � � ��'�G 3.1''Av0)��1 i\ .. Y-,t->'.��v��L \�� `� �i,�j _— -1 d•:.�._ IF , -SoP oF_sR13o g! �� F��-� o I, `� �' � ,c,�»�b I,�, �L1� y-�'�kl � 10�9.�] i � . � __ `��- � �— �'' �C� . 1- I � !0'� � , . . SET- BACKS - -- '� T HOUSE System must be� Tank ?o� from property lines >C - SP�-<«� ��SY-�� w�o-��_. �� f rom wells � from b'dgs. -�'�,;,; Treolment area =�frccn lokes , _� streams Treatment orea 2O� from properfy lines NOTE� Power supply ond switches must be located in a . MA-N�{oc.�5 �.in �?." )c�v � i �F�-�--(�+ weather proof encbsure outside the pump�ng chamber and manhole from we Is : Cac�F,c� z,�o 'from bidgs5"�Quxso� ' `'� i � ��'from trees �I SOIL BORIhG ELEVATIONS , i[� ��min. _ A u - a "d,a.su i � TH. IAEL.�'iL)�. b - � •, � 3�S�_ grode c� % TH.�2l�L.-�'- .3 Tan�c � Tank - TH. 3AEL.-1��•.� �rop to Tonk I PRESSURE DISTRIBUTION MOUND SYSTEM �.h••��L_��}q � L��- Z�A�,�vL�. M�in. I"io 8� �-P�mping 7H`5 EL- Max.l��to4' � ��P �'��-1�S Sl��A��-ovJ Chamber E��VA?►OV ol PROr'OSED Pl1MPING CHAMBER- ��i�l.,c;.::� --��Y�,= 4�io 6��dia.pipe � ��l.� SYSTEM DESIGN -MOUND TYPE—�, S BEDF�OOM , Ave�oge percolotion rate L-� min./inch (design.83sq.ft treatment area pergal. of daily sewage flow) , ylo sa,;=� �x��s�v� �S� gol./day x.83sq.ft�gol.S�a=, sq.ft.of treolment orea +lo°„aT—sq.fi. (.= IOft,width= �a ft.length of bed area+side sfope run�to I x 3_� heigt�= ?9 ft.x �l v ft.lown•area needed) �, �u'� y�� tx�s�s��-i,� A^�� io�x�i � Ciean rock needed— a�a sq.ft.treotment area x �•v s depth of rock=a�-�- cu.ft=27=�_cu.yds.(3/4 to 21/� dia. ,includes 2 of rock above pipe) �auti, sw>.�,o �� -`� �� Clean sand fill below rock needed�� ndy loam back fill�_a. ds.a x. to soil 6��.��Lcu. d._R_-EcAMM'��2_1o_Rvo: tio°�o -�� -foQso�L �1 (� L�.�a s w�s�� cu.ydsiopprox. , sa Y PPro � P Y_ „LOO5��1LL= fo" ��-�,�� _ _�:_1�, _ Number of lanks required a , Ist tonk ��vgol. , 2ndionk �� gol.minirrxms ��s P�mP►N�.-� �-H�mp�� i Pumping chamber capocity- 25°/a of daily sewage fbw of��gai.=�gal.+reserve s'orage of 15 0��l./Bl� �S� gal.+pipe bock drainnge— PROPERTY C�� `-�`� �� ' -0`��'"��-"� of_�go�./IOOlin.ft.of�Ndia. supply pipe, lin.ft.needed 3i�� , 57 go1.-► manrfo!d 14� g�i./IOOIiRftof�"dia.pipe,in.ft.needed� , Z-- gol. yy�� -Lq,,{ �a.� �,�.a : total copocity needed `�'�'� gol.(plus oreo for pump) uSr� rn�r,. a�c7 a 1.c � � � �+-� ' G "' �—9 a P. -c��- r , ,- N �-- . t,. � I �, �1 u .s. GE-�-= ��t'-� �1-��_ c:�.,, Distribut;on pipe � �dio. , a� lin.ft., `� +dio. perforoiions � ^"oporf �� -T%' � ��-`. ". � ''`�`�`�"`�, - Pump size��hp. (pumpable copacity�-+`' gal. 4cycfes/day) �ISE� (�� H�Ao PR-�bs J,��Se�-1q�—�,� y � qa1l rn� S_P T-ES7-�nlG �n/C No!e � �Vhen coru�rucling bed -- , this oreo shoub be shaped No1e= Distonce trom treoh�nent oreo to neighboring w�lls— I !-' L �.�--�, • 10 dive,t run-otf from eniering irealment oreo. ��={�=�=>"-T, -��s�?" �-� 1c�0 � i Design�ed 9y� .- ' - �- �i� �--- poic �i/d /7D , PH, 612-497-3566 � MOUND DESIGN WORKSHEET (For Flows up to 1200 gpd) A. FLOW ��a s•wu•��+�a►u��a e Fstimated�8Pd _ �d. r+� '�' �•II �m ,�' or measured=x 1.5 =_._.. z �oo ns iao � � �so �ao s�e am & SFPZTC TANK LIQUID VOLUMES a '9030o si°s m �y�p°e y�s�� -t^A>��.s -S� sss: ��+��bo,� I-la�u � I—/ut�0 g�0I13 �Y�w�C� �4\�� i�,Jt,�-� �o�� . � 7 1030 600 770 h�a . I t I 1200 673 � � C. SOILS (refer to site evaluation) , 1. Depth to restricting layer= ►�'',_vnches feet �� 2. Depth of percolation tests= �a" �� 3. Texture ��-�`� ��`'�'� Percolation rate �� mpi '�`' �� ;;� 4. Land slope �% ,'�"" '°'� '� � D. R K LA ,D I 1, Iviultiply flow rate by 0.83 to obtain requi.red area of rock layer. A x 0.83 = , 2�°_$Pd x 0.83 sq. ft./gpd = ��,�� sq. ft. ��,o�2 ,�,�-�,�,�> �o �,��, 2. Select width of rock layer (max 10' if <120 mpi max 5') _ _ft. 3. Length of rock layer area width= � » . .` � + • _-a�_,a__sq. ft. + _,Lo_�• = a_' —ft• � �� ~� �-� ' L � . Width 1� fc � � � , � <120mpi <10' �n��---ft >120mpi <5' �.� ��;n,�,,,�,, , E. ROCK VOLUME 1. Multiply rock area by zock depth to get cubic feet of rock;> >�- sq. R x 1,o s ft. _ �.��-„cu. ft. 2, Divide cu. ft. by 27 cu. f�/cu. yd. to get cubic yards; 3a� cu. ft. +27 =.�.,cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; s� cu. yd. x 1.4 ton/cu.yd. _ .LL,tons. F. ABSORF''ZTON WIDTH Absorpdoa�'Hidtn Slsi�T1b1• 1. Percolation rate in top 12 inches o#soil is �mpi �,eo.�.m au� �� MI�per ledi Shc Taan ��r ya w1d�L% Textvse ��-� __ P� � Pu�er d�0,I Cor+�Saed I 20 I,00 0.1 a 3 S�ed 1.20 1.00 .2, Select allowable soil loadin rate hom table; a�b s �a s�a o.�o i°° t� 6 a 1! S�eer Loru 0.79 1.12 �� OL'�/�'`- , !1 p43 SIRI.o� 030 240 �s a ao cz,r�.0.4 a+s �.a� 3. Calculate adsorption width ratio by dividing rock layer �'°'""�`"120 � °�0 6'0° loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 1.20 gpd/ft�+ .`�� gpd/�_ � �� _��%� 4. � Multiply adsorption.width zatio by rock layer width to get � required adsoxption width; � ,��-�x ic�ft= �c�-`i ft G. DOWNSLOPE BERM WIDTH slo�:_ �, co�e�r 1. If landslope is 1% or more, subtract rock layer width from adsorption width , ��R�°1 �-�000y , to obtain minimum downslope berm toe c�ean s�,a � � . ��"� ft- '�'� ft = �_feet ar�s�u b�Topsoil. 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at u�►�wa�n Do�mslope Width 0 upslope edge of rock layer: R°ck)Wdth n��on Width Separation 3' - l� � ft = � .� feet b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; �• J ft+'lft+ lft = 3-s�feet c. Enter table with landslope and upslope berm .:upSioPe w�acn rario. Select berm multiplier of "��z'; � ` �'� U slo e W�dth. �tiao°o:Toad Rock Bed �o;Toabo 4 s .'.Upslope Width d. Multiply berm multiplier by upslope mound � ��tl 6-�- a� w,a�n 10 �d.6�-'0 0�a , , Zo `'�DQqa6a°Ad: � J�Q°°Da"pao�o height to find upslope berm width• L ' , q a $`t' �" Q a. . o ♦ e p6p p6DU DU ow o oDb 9 . ", x �> = l l feet �� e. Multiply rock layer width by „ ; . ; : landslo e to determine dro in elevation; �° Do��o�w�ac�� P P Absorption Width� • �� x�_%= 100 = ,.6 feet , , .. . : . _,:: f. Add depth of clean sand for slope Total�, difference (2e)at downslope edge, to � the mound height at the upslope edge of rock layer (2b) to find the downslope height; t ft + , �: ft= ��1 feet g. Enter table with landslope and downslope berm ratio. Select berm muldplier of � -� �� h. Multiply berm multiplier by downslope mound height to get downslope berm width: `�x y• I = a� feet sExM sLorE Muc.��xs i. Compare the values of step G.1_j.Z and Step G.Zh 2 � ��' I`i' 3�$�� s `- �a DOWNSLOPE UPSLOPE Siope berm maltlpliecs tor vario�u be�m multlpliea for various Select the greater of the two values as the io% ��o�� 5��d� downslope berm width; /� feet j. Total mound width is the sum of � 4� 5� � � � 4� 5� � ':� �� 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 upslope berm (G.2C�� 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41 width plus rock layer width (D.2� 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.I4 6.90 plus downslope berm width(G.2i); 3 330 4.54 5.88 732 8.86 2.75 3.57 435 5.08 5.79 6.45 /c� ft + /�� ft+ ) �l ft = �feet 4 3.4t 4.76 6.25 ?.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 k. Total mound length is the sum of upslope 5 3.53 5.00 6.67 s.s� io.�� z.b, 3.33 a.00 a.62 s.►9 s.�� berm width (G.2d) plus rock layer length(D.3) 6 3.66 s.i6 �.ia 9.38 iz.o� z.sa 3.z3 ' 3.ss a.ai 4.93 s.ai plus upslope berm width (G.ZC��; 7 3.80 S.S6 7.69 1034 13.73 2.48 3.12 3.70 4.23 4.10 5.13 -' {t -� �� ft + )�'i ft- .�_Z__ feet $ 3.95 5.88 833 11.54 I5.91 2.42 3.03 3.57 4.05 4.49 4.88 9 4.11 6.25 9.09 13.04 18.92 236 ?.94 3.45 3.90 4.30 4.65 �� 10 4.29 6.67 10.00 I5.00 2333 2.31 2.86 3.33 3.75 4.I2 4.44 Final Dimensions. �� 4.48 7.14 I1.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 l2 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 ��(1 X 3� PUMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution i. Minimum suggested is 20 gpm 2. Maximum suggested is 45 gpm Perfontion Discharges in GPM Pressure Distibution Head Perforation diameter feet inches 3. a. Select number of perforated laterals 3 �/32 i/4 b. Select perforation spacing= _' feet. 1.oa o.56 0.�4 c. Subtract 2 ft.from the rock.layer length. �.5 0.69 0.90 -2 ft.= Lc� feet. �.ob o.so i.a� x«k y r�i�„sa, . d. Determule the number of spaces between perforations. a use�.o foot single hon,es. Length perf.spacing=�ft.+�ft._ "L c� spaces b Use 2.0 feet for anything else. e. 1s2,spaces+1 =�_perforations/lateral f. Multiply perforations per lateral by nwnber of laterals to )�� ' � get total number of perforations. � x �5 T«� _ �:'� perforations. g. ��' � ` _.�..gp ,�:�x �� m. SELECTED PUMP CAPACI'TY � -L gpm B.Deteraune head requirements: 1. Elevation difference between pump and point of dischazge. '- � feet 2. If pumping to a pressure distribution system,five feet for pressure ��^�Sr�« required at manifold if gravity system,zero. a�•:"�`a• , ��:,.., 5 feet Tota!pipe Im6th 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. w� . ��,,tia,��,tt Read friction loss in feet per 100 feet from table(F-14). P'�` F.L._ �,�), ft./100 ft of pipe �' � � � � ...............- � - b. Determuie total pipe length from pump to discharge ------------•------------------------ `-i'i�: point. Estimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). Equivalent pipe len�th 1.25 times pi e length= ': r x 1.25=�_feet Friction Loss in Plastic Pipe c. Calculate total friction loss by multiplying friction loss in ft/100 ft by equivalent pipe length. Nominai Total friction loss= �x �"i' ; +100= 1 S' feet pipe dia. 4. Total head required is the sum of elevation difference, Flow Rate 1.5" 2" 3" special head requirements,and total friction loss. �� - i 20 2.47 0.73 0.11 �_+ S + l J 25 3.73 1.11 0.16 ' (1) (2) (3c) 30 5.23 1.55 0.23 35 6.96 206 0.30 40 8.91 264 0.39 TOTAL HEAD �L� feet 45 11.07 3.28 0.48 50 13.46 3.99 0.58 C. Pump selection 60 5.60 o.s� 65 6.48 0.95 70 7.44 1.09 1. A pump must be selected to deliver at least � '" gpm (Step A) with at least '�.� feet of total hea�i (Step B). .7"P TES TING� �NC. 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 LOGS OF SOtL BORINGS Tony Eiden Company 4485 Bayside Road Orono, Henn. Co., MN Borings completed on 7-17-00, with a hand bucket auger. BORING NUMBER 1A- EIev.948.0- MOTTLED SOIl.AT 16" - no standing water present in boring. 0 - 10" Topsoil dark brown sandy loam 10YR 4/2 10" - 16" Gray brown sandy loam 10YR 5/2 16" - 40" Rusty gray brown sandy loam 10YR 6/3 - motttes 7/1,6/8 40" - 48" Rusty gray brown loam 10YR 6/3 -mottles 7/1,6/8 BORING NUMBER 2A- Elev.948.3 - MOTTLED SOIL AT 44" - no standing water present in the boring. 0 - 20" Eroded dark brown loam 10YR 4/4 20" - 40" Dark brown loam 10YR 3/2 40" - 44" Gray brown loam 10YR 6/3 44" - 60" Rusty gray brown loam 10YR 6/3 -mottles 7/1,6/8 BORING NUMBER 3A- EIev.1033.5 - MOTTLED SOIL AT 22" - no standing water present in the boring. 0 - 6" Topsoil dark brown loam 10YR 3/2 6" - 22" Brown clay loam 10YR 5/6 22" - 34" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 34" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 Soil borings cont'd. BORING NUMBER 4A- Elev.949.5 - MOTTLED SOIL AT 14" - no standing water present in the boring. 0 - 14" Eroded dark brown loam 10YR 4!2 14" - 26" Eroded rusty gray brown loam 10YR 5/3 - mottles 6/8 26" - 36" Rusty gray brown sandy loam 10YR 6/3 - motties 7/1,6/8 36" - 48" Very dark brown loam 2.5Y 3/1 - mottles 7/1,6/8 2 CERTIFICATION N0.627 STATE LICEiVSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc.on 7-1f3-00 starting at 10:23am. Test hole location 4485 Baysside Rd.,Orono. Test hole number�. Date test hole was prepared 7-17-00• Depth of hole bottom�.2 inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown sandy loam _ _ 10" - 12" Gray brown sandy loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 in . Date and hour of initial water filling 7-17-00, 11:OOam. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at lea.st 4 hours is automatic si�hon. Maximum water depth above hole bottom during test is�.inches. . Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 10:05 refill 6 10:23 10:38 6 3-3/4 4 15 min 10:39 10:54 6 3-1/2 4.3 15 min 11:03 11:18 6 3-5/16 4.5 15 min 11:20 11:35 6 3-1/4 4.6 15 min Percolation rate=�minutes per inch. CERTIFICATION N0.627 STATF;LICE�VSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc.on 7-18-00 starting at 10:22am. Test hole location 4485 Bay�ide Rd.!Orono. Test hole number�. Date test hole was prepared 7-17-00. Depth of hole bottom�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Eroded dark brwon loam _ __ _ ____ _ _ __ _ _ _ _ __ _ __ Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-17-00, 11:0(iam. Depth of initial water filling is 12 inches above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is�inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 10:05 refill 6 10:22 10;37 6 5-1/2 2.7 15 min 10:40 10:55 6 5-3/8 2.8 15 m i n 11:02 11:17 6 5-1/4 2.9 15 min 11:21 11:36 6 5-1/4 2.9 15 min Percolation rate=Z,2minutes per inch. CERTIFICATION N0.627 STAT'�LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testi�g•Inc•on 7- 00 starting at 10:19am. Test hole location 4485 Bavside Rd.,Orono. Test hole number 3�.. Date test hole was prepared -7 17-00. Depth of hole bottom 1�inches. Diameter of hole�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 is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-17-00, 11:OOam. Depth of initial water filling is i h above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 10:05 refill 6 10:19 10:34 6 2-1/2 6 15 min 10:43 10:58 6 2-1/2 6 15 min 10:59 11:14 6 2-1/2 6 15 min 11:22 11:38 6 2-1/2 6 15 min Percolation rate=¢,.�( .minutes per inch. PERFORATEO LOAMY SANO CAP - IATERALS �A�R OF GEOTEXTIIE FABRIC PERFORATEO �ATEFtAI .•'�,.". - ��. . .•:;,---_�.-�_- : ^N� ,.._��..:_••_. GRA55 COVER 6 INCHE� -- sarvoY �onrn soi� '� - �� -�' • TOPSOII. '_ . •%+v•.:t,•.y, M1/! • iJ'�' � / r;.'�`�-?• C�EAN SANO FILL • .. , �' ��,.� '{'��:'� MAXIMUM SIOPE-- _ . LAYER OF GEOTEXTILE ' ,L��f �*�' 3 To I . • � FABRIC OR 4 INCHES OF '� ` ' � '�y� ,�� •!� To�so,� s�� T�E ZN�RON�HES 4 HAY COVERED BY �,�,'� ,�� I j' z // �� U85011. • �5�DE SURFACE _ /•s�c BUILOING PAPER 'l" ' 1' ;/ " I�/ � OR 2� ,..�:�� `�,�,;f�� /'/ �� CROSS SECTION A-A PIPE �ROM PUMP�:��••;.1; ' ' � ��/ �'� •� � _y-'' �i� ;y,- ,� :' /� f;• �� . � � P�PE FROM 3/w_2�/ � /� / �� PUMPING CHAMBER 9 _.,,�� l CLEAN F�OCK ' � .•'��!•�� . j� � OIVERSION FOR . � ..;; :�:' /,., ,�, _ /;� , � ,J� SURFACE WATER w 6' TOPSOIL�� -� • �� /.�� t � o � � �� .-.�'. - `�� ..� - 1- ...._;� - �.- , ,, . _ -•a�1�{�'=�:.J . .� , � / i- %� +;j•' . I � �� • �'`"=� . � '� • 3 .�r PERFORATEO : � ' I �� ' � �/, � . �CATERALS ' ; ; _, .�.ti -� =_� _r9�/ i. Qx , +..�- � ; ; . 1� � . -.�,�.�� f.. : � . 2.,. . � � �� ,.� ._.,.t.,.xt ; i - • . S��p ,.�.. < .. •. �;; I � ; � . E — - '''`:�;;`.::.��;;., . ; ; $q�EQ(� • •.• �� a:t h�3 i":.!:.: . I , � � x Np ,, ,�� ..� � t F�l SODy��3g�� Z-(1<r�''•i��ti eEo AREA. I j ' �.� v . � 6ROkeNAYER '�'.' -`-a_.�-`��''' � � ; - �� :_ UP .�•:�-•.. , ��` ,��. . � � ; � — N :'f '�•. � ; ' I o BAR AT�� ... A — , � v, � W : a RIFR `qY�:%r�` — — ; ; w ; — m I , R . � ; � : i � � ' . ; ; � — ; a�o , � INCHE I � � � p � INCHES — LAYOUT OF PERFORATEO PIPE LATERA�S FOf2 _ � � � ; � • PRESSURE DISTRIBUTION IN MOUND - ; ' ' . L�— _ —'—I _ pIKE��MpEI(.ET�pIKE �PERFORATEO PLASTIC PIPE . T07A1 W IOTH sPa�'"� _ .�.•ti• � �PERFORATIONS SPACEO 36' ' Rf A�/ON I � ON CENTER. P RFORATION OR pLAN VIE�N ENO S�iE MAY BE ��c:'hi. �6•• iS PE VIEW pp y,. 2�MANIFO�D � ' ENp PEFtFORATION OF A PERFORATED I.ATEftAL PIPE ^ Grou Cova PERFORATIONS ON BOTTOM 0� P�ASTIC PIPE Top.oy qQ, �� . ,>�.:,. . .....: - ",�'':=�` �''__� __ •..•:••:.. :'.�- r��_ ` . �� r of G�e1�aI1N fobrit (w four- ..��'byw N AsY w�xo.r tsYwW 's(ALTERNATE LOCATION ' - ' witn n r«b pnp«) OF PIPE fROM PUMP) . . P�rla lion OrilleJ Heri�o�lotiy / ` • • �Into C D fMor Top . END CAP y � ` •r�/i Pl�s —A1 l�o�l 12'to Edq• . 0 ERA o Fl�ld Rak . � el Rock Loyu �Ar :. .�.1 � � •. -P�r�ur��a;:`law�.0 u� � 1E� Boliaw e( Lol�rol �� P FpRa 2�PIPE FROM . .� ci•a^sa+a l.or.r �y F ER PUMPING CNAM�R "' � ��fN�f N � 'onahm sou v��.,iy s�«in.a \ 6.�e..p�«Ino sew l.uv« F-R _ ; REOWOOD, CEDA� OR WATER TIGHT 8 �OCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PlUGS OR EI.EGTRIC CONNECTIONS— �ALL ELECTRIC CONNECTIONS MADE � INSI�E BOX 2` PVC CONDUIT SCNEDULE 80 6.SP� LOOP OF POWER CORD FOR MANHOLE COVER CHAINED � LOCKEO SETTLEMENT SEALED MANNOI.E RINGS FINAL GRADE �� AT LEAST 12' ' � BEIOW GRADE UN I ON WIRE FROM POWER SUPPLY - ' PIPE IS LAID ON A UNIFORM SLOPE FROM /}� . F6R PROPER NDRAINBACK IL TREATMENT AREA SEALEO TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET EIEVATION FOR DRAINBACK, PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST �E USED WITH ANCHOR—� — vyEEP HOLE ALARM FLOAT ON SEPARATE ELECTRICAL CIRCUIT NOTES� EIECTRICAL WIRE FROM POWER SUPPLY . ST--�!RJ�FV�9_ � _ MUST NOT RUN OVER ANY TANKS BUT 3�� r' - MUST BE LAID BESIOE OTIIER TANKS � `� AND NUST BE PLl10ED IN CONDUIT ALONG POST __ SHUT_O,�F L,EV�,I.`Q_ _ __ _ — ELECTRICAL CORDS FROM PUMP AND FlOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL F�OAT CONTAGT. 0�� : � Figure F-8 . METAL COVER � _+. �, _�; ''� � y. y ��' . '� --� '. � ., . 19 ' _v:,. ' .Y 'i i .t_.. r: � . , , � > A, � i � , A i � � � I l��i�?• ._'_:•_ I CONCRETE �' MANHOLE �'�4 RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZED ENTRY Fiburc C-14 ,rt --- ,1 �, � `� VERTICAL SIDE�ALL SEPTIC T�1K -� �FINISHED GRADE -� AT LEAST 6�TO 12" SOiI. AT LEAST 4" OIA. COVER 4" DIA.-� � AT LEAST I" � � AT LEAST I" �AIr1 �.. •,••�... ••� . ._ �,... �— , Q DIMEN51 NS FOR TANKS WITH VEf�TiCA� SIOES A ' —~ �� WIOT-Hy 1�("_2'`;� MINIMUM .._. LENGTH' L 2 TO 3 TIMES THE .W107H _ B DIANIETER 60� MINIMUM �„_ : � DEPTH� 0 30' MINIMUM; 70__MAXIMUM C � ' � 0.2 0 r — •AT LEAST g � �� 6" MINIMUMi_0.2 0 MAXIMUM - g" _ 'S� � 0.4 D . _. .___.--� •—AT LEAST 4 FEET-- " —� � r.pIFS: �. AW��EpUVC�y�I�.LO�•N1EDWt111N1f,111G1ES. �, sn„nN�riccs��rn.ai�n�r��cswow.�iF.n rn,��.w��rcxeevnn�+e�x•�art�oFnKsurvnce 7. 111CfY S�W L UC O�IE 0�11�OIIE NN�UlCS.?0'IF.ASI 11E OOVFIIMAI lXi fEOUL•OIOMFVL�II POCCSI � (11�./fJLSIONN/UlCkA1/f1VMI11N�/LEfC�KLIN/K e. scru+�i�x+uniN+cEOEiwECNR�orr+�tirr��„u s wKt t. NEK1F a i PO►��ON d'l�lE 6►Ntl UE�O t.Ea S 1�w�t wu E s �. iwrrs�fCi�+rrFO�nt�.Ensl��+�:�KlM�+.ritEn pr1AwW10lES�NlINklOC�1E0CrvE�D�1►IIIrt�ET OnNO�.d�kTl►'Wf2�+Ci43. N�OU1lL•ID6VKY4.1NECf111EI1lHCOfllf:t15/'CClt�tl �. A°N^��o101��sia/c�no.�y(1�.1µK00��KflfKX�AIl0.�:0 ��f`CS 9NLL DQ 11�C�N.f+AS ll�E UNllfll INE f�1HE ON ilE O�KHN01 O�1 SNNINI�10E3.A 11 WIU W`J�'[C I�Ot� ' I'�•C w5T PEIOCJ�IkuN:IwCf,Nl�i1.�REI N+Ut��i�[1 p�1 f IES. , � PENCI� � �� . � �—' 20� ri �� ` . � � , MANH E ; ��`'� y '� �i �,: • '� � INLET �' SCUM ; OUTLE7 � ,� r�r'�;OtlfLET I.EVEL �� — � •�` f' � ��x� , � � �: —•• _—•- - � � _ SCUM CLEAR SPACE== �, CL�N OUT TN�1►< HR"tEN' � - •� -= ------.. �.- �. - ; � A�IS 3' Oft LESS OR �' - -- � -" - "� Q '8 IS 12� OR LESS �� ' '-- �....._� 1 � n. `;��,. • . '• '"•`, B�ACK COIAR ti 't�l ''•%i'�� '�'• SLUDGE '. �• ;} �� DISTINGUISHES SI.UDGE ,�::"y',' LAY� FROM I.IQUID I�' tA��.:�`!.•t1J�'� . .. . �`�• �� •,1 � •i•.� ., a•t�t�i ' •�•r, :S n• :y`.. MEASURE SCUM AND SLUDGE ACCUMULATIONS I N THE SEPTIC TANK �$tabli�hed in 1982 �.�T s�lL��E�� , ��. F B NIOE N0. s�3 os LAND SURV�YORS SCALE: 1 " = 1�' REGISTERED UNDER THE LA�S OF STATE OF MINNESOTA o Denotee �ron �onument 7801 73rd Avenue North 812-660-3093 O Denotee Wood Hub Set Fex No. 680-3622 tor excuvatlon only allnneapolle, �[lnneaote 66428 x000.0 Donotea Existln9 Elevatlon �u r u r�u r�c (�r r�i f i r tt t p �.o Denotee Proposed Elevatlon Co �o �0 84 ---�— Denotes Surface Drolnaqe � TONY �TDLN CONfPA1VY _x:►�.��u�� uw%a. �E�.6 .� � NOTE: Propoead gradee are aubject �W�� '��'4 j Io,4�i,K�os ` to reeulte of aofl teats. 00 U��i'AIL � ��Y4 � �� /4 � � 1 Propoaed bulldfng Information � - muat be checked wlth approved ��`��o� � building plon ond developmont or �- _ �. �.� � qrading pian before excavatfon � ��,,�,�15,0 -��s _ _ lop7, p� i ?� � � � ond con�tructlon. � ---__ �Or' ��:�^, 1 ;p �Lq�B� Iw6.� ' -- -� ` �-��2b^ � '�' �� 7� � Propoaed Top of 81ock � v lu.�„� ; � � -- '!: N � ' I�' la�,�� ,��b' ,.�'�� 110064� � qw i Id �00`)�L Propoeed Gara9e Floor ' !,' Lo� 54"_0 4`, �y 2� � lS,o�'v I u� I ! � � q• �� Proposed Lowest Floor �c01.`:%� � v N ��Q�''r 0 �� 1 .P �, i � I I � Type of Buliding � �� ' �iES �,Sti. ivo4.3 �, � � �U� 'E�ASf�l�u� . 24�p., �, , 15 ,�l0°�.9 �00�5 .c' � I ; I AL(Lpt?i v i �, � � � � 'c U_� " �i _ u�n�O �p � "— '�o�'.>.� ( � 1 y�� N i r N (py�'G� �_ _ _ _�j�___,�o � , ---- - /--� , ,� 99 �8 __--�-r .��° l �--_I 1 T�� - �5,0 ��1 � �. � �_<<_ ' �-�,`�'- 99 o q9�3 !�` w�t•� aso.2� 4 � . "----_��•� 7.0 � ��:1 , , � �� y i q , ��I,�j) --� b°�L.4?s ` .;�_ � ; `; Wz�9 f ' ___ �,pJ`1•L"Z'� ; ; / �vis,� _. __ ____ to-r2.o� ��2k�.s ,� / 102�.3� ' r� � � pr;,�,,s�o � D��y� � N �r_— - - �i��.s , '� �9 ��.¢ � ka}2e*,-�'� ia�•i ` _ /- ��.J � _ IZo� �\ ! ' � I�� r � �'---��TA�� O _., �._ � 1 ; �� A ��b � , y �s ��I �o � ' 991�3 , � 9�,•� � � , � ��a:� 9�,b � � � � fi � �4 �¢ 4 � ��'I (� , ...._.rt4K 9 � ` . � ' �d I "`f � K C� � ��f� � � � �..�. �T� �.�� __�_, ��G �.�� ; 9�,� (�-A�pROVED - Ne� n,�s ; � �� .�7 ��R�'�r��D l�i;�' ��f�l�� ❑ ��S�r'�' i�'� � � � �V � � � �r� --�� -oo ' � ` �---�-----------��___ -- �,.,.._�.��..:_,...� . � {1 � � � ► i � � . � � 9�.� _� ______.____�__.;_.____ - _ ��,i �_�_ _. -- �L.a�— I.EGA1.UF.SCItII''1'ION Thec perc of ths Noriheset 1/4 of ths porSheset 1/� of Bsotlon tl, Townehlp 117� Renga ES deeoilbed ae tblla+eibeglnnlog et Lh• Northen�t ooruer of' �M 8outh�eeE 1/� ot the Northesot 1/4 oC �he � Noreh�vee 1/4 of 8eotlon tl{chenos 11eeE along the Norih llns of C6L BouEh�eet 1/� ot' enld NorLhseeE 1/6 oC NoPthweet 1/4 of 8soilon 6, e dlstenos ot 1li.so6e�` Chenoe 8outh qnd perellel •�6h t6s Pset lloe of eela Norcbeeet 1/� of Nostb�set 1/a Oo South lin� of •alA Northeesc 1/• of NorCh�eee 1/4 oT BooCloc 0 thenos EeeY elong 9outb llne of 1torCbeeec 1/� ot Nort4pest 1/� of 8soilon 6, 89 tode� chanoe NorLh a dletenoe oL 40 rods to e point 10 ioQ� EeeC ot �hs aeet lioe of the Northeest 1/4 oC Northene 1/� of North�eeE 1/4 of 8eotloa 6{�th�ooe R�eE lU roQe W 11e�C �lne at' �e1A Horth�esC 1/4 of tloeEheeet 1/4 of North�est 1/4 oY Beo6lon ai t6enos 9outh ko polnt of oeglnnlnQ, ell Sn end pers ot 8eotlon tl, Towu�hip 117 Nme• �6y Alao e ecr9p oY lend tl 1/� Iset aide on eeob e16e of e jlne drewn Ytom e polns on ths North lim oR' North�eeC 1/4 of Seotlon tl, Toxnehlp 117, Penge E9 s dietnme oC lU 1/Y roQe Eest ot Nonti�est aoroer of NorEheeat 1/4 ot NortneeeC 1/� of Nvreh�ese 1/4 of e�eld 8eotlon nichsnoe BouCh e dletenoe ot 3� rode Co • Doln6 10 1/Y� rode � Snec of �eeC llne o2' Nor6heeeE 1/4 oC Northsa�t 1/4 ot' North�enC 1/4 of eeid 8eolSon tl, Tonnasly 117, Pen�e �a. (Note�TGe esrip of innd 0 1/� teet ■ide ou eooh elde of Cds 11.ne ThQ OfllY r,osemonts 9hOWn ar0 fro�n �1a19 O( �CCofd Of information euo�e aeeor�osd le inolueed in shs aoo�• oepelon Lor purpose or provided by client, ana,iug sitle to en eeewenc ehereoo whioh le epp�rCenent �o cbe � oelnme o[ che presleee oo�ered 6� ebo�s oeptlon) ^ �'� �� We hereby certity that this is a lrue and correct represeniation of / ' ! a survey of the boundaries of the above described land ond ►he � � '�.��„�...�-- C'�;�.� �.- : . location of ol( buildings ond visible encroachments, i/ uny, trom or on S(gned said land. Charies F. Anderaon, Mfnn. Reg. No.21753 or Surveyod by us this 26th dc�y uf June 2QOQ Gregory R. Proach, Mlnn Reg No. 24992 DATE TIME CITY OF ORONO CALLED IN ��- Z�l-v� v �3� INSPECTION O� SCHEDULED �� 'Z`�'v0 ��3p PERMITNO. � Z � COMPLETED ID"Z�I`(�V I�3� ADDRESS y��5 l3�9rK�L1� Rn� OWNER T'"� �I CONTR. � �d Vc�2 Nr(� C��, TELEPHONE NO. � DESCRIPTION I A-vt�.5 lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO-FINAL 15 SEPTIC INSTAL� 22 FOLLOW-UP W 09 PLUMBING RI 23 SE� 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � w a o � -- /�Q C� aG � Q� ��4R� 1 Y) ��CJJ9Sf"� �O�l rC�7�. a � , ��' �� /9-l �V►'►�1 IL� �0 �'c;/�S (,c? i `�f�l � I '2' ' of' qrcr Q � z w � W � � GW �WORK SATISFACTORY:PROCEED PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT [1 CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED i i INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for he nex in ection 24 hours in advance. 249-46�� OwnerlContr ct r'on it • Inspector. White Copyllnspector's File Canary CopylSite Notice > �. DATE TIME CITY OF ORONO CALLED IN INSPECTION �TICE SCHEDULED ��z5-oo ��i c� PERMIT NO. !v 2�1-'3.� COMPLETED I��ZS—OC� �O`rOO ADDRESS �� S � o OWNER ro'�`�l ��r/ CONTR. C/d✓�� /�t4I C0� TELEPHONE NO. � DESCRIPTION ��(a�1 �� ly� 01 FOOTING 1 ECHANICAL RI 18 EXCAV/GRADING/FILUNG � 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 OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � so� � pR�/ O� � � O � � O � Q -� wetl �r ( �� f� �o.P ��o�rn.��,�d � ��fl►� � � �'c�v�/i'�i'Ca� 4f' a�'c�t,�9�1� a � G�.e;v�� '�ss��:-� � W � j GW �WORK SATISFACTORY:PROCEED I PROJECT COMPLETE � ❑CORRECT WORK&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 : CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the n xt inspection 24 hours in advance. 249-4600 OwnerlContr c n ite: Inspector. � White Copyllnspector's File Canary CopylSite Notice DATE ;fiIME CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED ��-3/-D(� ll�30 PERMIT NO. Z ��-� COMPLETED /o--_3j-o� II i� ADDRESS � � � 0 OWNER I��'►�l E�c�e CONTR.s _ IOV�� I I� Co� TELEPHONE NO. � DESCRIPTION ��btc� �q�141F(S LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICA�FINAL 19 LAKESHORE/WETLANDS ti 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 S M INT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FO�LOW-UP = 09 PLUMBING RI 23 SEPTIC F AL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � Addp� jr�k z� ' R.I3 � �I�'x 3q' sa� 0 � i'/z" l��re�ts, 'l�,.f , �` oc. � ��t�G� I ✓1� E'X iS�iRq 'Gt��tZ�l� w � C�i'S�j;vr� (�o cGt t�/ �i�6, � c c;k 1 Q � � �" � S�IRC E'l� dYll�f�rt f}biQNQ8v1L— 1 ;� � , � � �S.Si11�} �C c,�� Fy-�I�r(G/ L' �C�G( dLlCi �C W ..�-- .�-- � � � �ORKSATISFACTORY:PROCEED G PROJECTCOMPLETE W � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W � Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. — pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL WSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next' spection 24 hours in advance. 249-460� OwnerlCont pn te- Inspector. � White Copylinspector's File Canary CopylSite Notice .� DATE TIME CITY OF ORONO � ��ALLED IN INSPECTION NOTICE��iI,�� scHEou�Eo PERMIT NO. � � COMPLETED �� Q ADDRESS � �� a S•�� OWNER CONTR._l� � �� :��_ i �'�I �� TELEPHONE NO. � DESCRIPTION ��'� �- ��t�lC J lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE �EPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: t'.C- ��^� S �'�'( �. � � � �M t � � �e � �- :t ie�� O a � O � W � Q � Z W � W � j d WORKSATISFACTORY:PROCEED �: PROJECTCOMPLETE � ❑ CO RECT WORK&PROCEED f- ISSUE CERTIFICATE OF OCCUPANCY W � CI CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. �� pHOTOTAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContr tor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice