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Home My WebLink About2003-P06371 - new septic PERMIT CITY OF ORONO Permit Number: 27-0 K �Iley Parkway - PO Box 66 P063�1 Cry�tal�ay, Minnesota 55323 Permit Type: septi� (95�) 249-4600 Date Issued: 6�2�2003 SITE ADDRESS: 665 Ferndale Rd N Wayzata,MN 55391 P I D: 3 6-118-2 3-11-0003 DESCRIPTION: Proposed Use: Residential Pernut Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate pernuts required: NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Ouverson Excavating OWNER: Franciscus&Gillame Bastiaens 252 36th Street S.W. 665 Ferndale Rd N Montrose,MN 55363 Wayzata MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN SI'RICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF M SOTA BUILDING CODE REQUIREMENTS. _�� - ,� t/�- c.�Y1<�`�� APPUCANTPERMITE SIGNATURE [SSUEDBYSIGNATURE Copies: 1-File(Signitures Required), 1-Applicant, 1-Monthlv Revorts, 1-Assessine, 1-Finance Page 1 �, ��ITY OF ORONO ��' SEPTIC SYSTEM PERMIT APPLICATION ' Box 66 (2750 Kelley Parkway) � Crystal Bay, Mn 55323 �1 _ r � � ,I JOB STTE ADDRESS �p =S ��1�L��c-C� �''u� /� f � Occupancy Type: Residential � Commercial Other Permit Type: New or Replacement System $100.00 � ! ��U ��C� Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees J Owner's Name: y� � Phone Number: �/�5"�-�/�3/�.f J Mailing Address: L' , ,� City: � Zip: �S�f'.,3 y' / Contractor's Name: i%� �v �C�z ' �'�'(s Phone mber: 7G.j�J�- �=,j"�j Mailing Address: �S� �� ,�` ,S'. City: /'12�v�/'�.re�Zip: �"_�j *** DO NOT NIAII,PAYMENT"TTH THIS APPLICATION*** GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City O�ces; 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 Minnesota Pollution Control Agency(MPCA) 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 coverinj. C. Drainfield trench installation prior to covering. For mounds, inspection is required after roujh 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 stations (where required) components are functional and comply with codes. 5. Individual holdin�1�LPCAInstallers License shall be present during all inspections. A 24-hour notice is required for all inspections. .� NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate ,� boxes. � �_ 1. I have received a copy of the system design including the City of Orono Septic - System Approval Cover Sheet. 2. I will be installing the following: A. Tanks: �Precast Concrete Other Manufacturer,��.✓ Tank Capacities: 1) /�f gal. 2) ld S?� gal 3) l� :gal B. Pump Station (if required) Pump make& model �s�� L/��-/��y (attach pump curve& literature); system design requires ��L_gpm at �9' . feet of head. High water alarm make&model . Outside electrical workto be completed by installer_�electrician other. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions�' x�!3 ' Drop Boxes Sand bed dimensions�' x�' Distribution Box Pressure Dist. Pipe Diam. '��_" Manifold 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, a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State of Nlinnesota,and certifie t all statements made on this application are complete,true and correct. SignatureofApplicant � � L-�� 4'G�� Date: � ��., MPCA License No. � -------------------------------------------------------------------------------------------------------------------------- Staff Review: Approval Denial Reviewer: ��Q�'�-. �c�S��Z��ti�{� Date: � `�'— � � Reason for Denial: , - SEPTIC SYSTEM APPROVAL `� �� ,� -��, � � ��' k ��`'c�; !� /, � � � �' �� '� � F; //� �\ r � '� �� i I � � � �� CITY of ORONO ,� � '' � �t��. ;; ' !� ' Municipal Offices ` \� c =� � � ' '�� `� G�;'�� Street Address: Mailing Address: ��`q�f' � � 0�� 2750 Kelley Parkway P.O. Box 66 �SH�,� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner -��\�q �re. �`�� `��`S Phone (Home) (Work) Address 66`� Fz�� •t2 �c R✓ City ��tc��G State �N Zip Site Evaluatar ��-cr ��1�z� State License # �o`� _ Phone# '763- 4�1� 750� Type of Establishment: Single Family�_ Multi Family Commercial Est. Gallons Per Day 7 S U No. Potential Bedrooms 5 Slope: ��U Depth of Sand: Upslope: 1 Downslope: I �5 Soil Sizing Factor C� .�6 j Perc Rates P-1 l6 P-2 �3 P-3 iC� P-4 �6 P-5 P-6 P-7 Restricting Layer Depth B-1 3�'' B-2 3�3'� B-3 4`�" B-4 �" B-5 B-6 Type of Treatment System: Standard � Alternative Other Performance Pressurized Mound System �� At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift Pressurized Bed System Holding Tank W/Alarm Septic Tank Size i�.5� # of Tanks � Lift Tank Size �(�OC) Pump Brand `�2. I,P bt e��tC� GPM �S Head �� -T Treatment System: Minimum Square Feet with � inches of rock below pipe Mound Bed �i1�� 63 Mound Treatment Area 3 �� `�?� 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. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (952-249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCEI) 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever. ACCEPTED )( DENIED ,K By�C`ity of Q#�'io subject to existing regulations and the following conditio�.s; - �a;��.c� . _,�l- �y r^��- !'neet wetl SFr�s`��KS , 1 `�'� - t�lc, <�ys�«. ��,�� P� '11;�.i�/ �16s.�e� � .,�-�s�-+�xr� ��ti � . -G:S,��. �S �-o� , };M� c��;,nq. ^ ljDf� S:lk� tr.�St— �� t�C�C r :c� . By; ��,-� ��..._. � — �o - �3 Matt Bolterman, On-Site Systems Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us ONSITE WASTEWATER TREATMENT SYSTEM DESIGN ; SW `/4,NE '/4,NE '/<, Section 36, Township 118, Range 23 City of Orono Hennepin County, Minnesota January 8, 2003 TABLE OF CONTENTS PAGE # 1 l. Legal Description .............................................................................. 1 � 2. Site Conditions .............................. 1 .................................................... � 3. Soil Conditions .................................................................................. 1 � 4. Sizing of Treatment System ............................................................... 1 , 5. Description of Treatment Process ...................................................... 1 :� 6. Description of Treatment System ...................................................... 2 :1 '" 7. Limitations ... ..................................................................................... 3 � ; List of Appendices A. SoilInformation .± B. Design Specifications C. Materials List � D. Data Sheets E. Maintenance Information � tHIS SYSTEM tS DESt6NfD FOR .,�,..BEDROOMS, ANY�Y(�tEASF My�� O�IS�NVALIQATE.S THIS DESi6a► $ :� � � � � . . (� — — 333 East Main Street � I P.O.Box 388 Elk River, MN 55330 ' �� S1Y�S1TjEMS J * (763)441-7509 (800)554-7509 Eco svs��1�;cN�ir,E�a�ri�.,Nc Fax:(763)441-9176 e-mail:h2olab�lkdllink.net Date: 1/8/2003 . .� Guillaume Bastiaens CiTY OF ORONO � SEPTIC P RM N REVI� 625 N. Ferndale Road INSPECTOR_� =��r� Wayzata, MN 55391 DATE 1..i o-d pERMIT N0� /IZ`J• APPROVF.D AS SCB�t[TTED � �] APPROVED W(TH CORRECT701VaA��p O I30T APPROV6D-CORRECT&,REBIJ�IT Subject: Onsite Wastewater Treatment System Design '�"S`°°"""e"t"T°fm y°°r"'e°�ms<i�n. ��k�p be donc fn full complixnce with ail applicablc septic�fpping cudc. � Requiremente ineluding items not speeifically nobedLlt6is re�icw, KEEP THiS Pt,AI�F SBT Ot+f SITE AT AGZ,T#Al6�� 1. Legal Description - Part of Government Lot 3 located in the SW '/4, of the NE '/4, of the NE %, � Section 36, Township 118, Range 23, City of Orono,Hennepin County, MN. � 2. Site Conditions - The 2.5 acre properly contains and existing residence that will be removed to accommodate a new five bedroom residential home with a public water connection and private onsite wastewater treatment system. The site is predominantly vegetated with deciduous trees and � shrubs. A 3%- 7% slope exists at the proposed drain field location. � 3. Soil Conditions — The Hennepin County soil survey indicates the soil in the area is mapped as a Nessel Series. The soil texture is generally a loam surface over sandy clay loam/clay loam. Our � own soil borings found the depth to soil redoximorphic features to range from 30" - 4,4" within the primary drain field site. The percolation rate in the 16 inches ranged from 10-16 minutes per inch. � 4. Sizing of Treatment System — The wastewater treatment system is desi ed for a five-bedr home with no possible future bedroom additions. The installation of a gb age disposal has be n I accommodated within the design. The estimated daily flow for a,t#�ee-bedroom home is 750 gallons. ��c I5. Description of the Treatment Process— • Primary Treatment - Sewage is gravity discharged from the house a series of two septic tanks. INatural biological activities taking place inside of the septic tank will separate solids and suspected particles. Solids are reduced to some extent through this process. I I1 • Secondary T'reatment — Effluent from the clear zone of the septic tank flows into a lift tank. Inside of the lift tank will be installed an Orenco Systems, Inc. BiotubeTM pump vault and modified w�ell pump. Suspended paRicles larger than 1/8" are filter out by the BiotuberM pump '��t. _ . ��._ _-....,�� Treatment— Filtered effluent is discharged out of the lift tank through the BiotubeTM pump v,�u1� �o an above grade drain field. The effluent is applied over the drain field rock bed via a lateral distribution network. As the-effluent trickles down through the rock bed into the sand and soil, biochemical processes remove harmful viruses and bacteria. � � Q. ,:. ,. .. � . 6. Description of Treatment System - � , • Septic Tank —Two 1,250 gallon precast concrete septic tanks. Inlet and outlet of the ta.nks must have cast in place rubber fittings to create watertight seals. Install a 24" diameter heavy corrugated pvc pipe riser over maintenance openings. A watertight seal must be created between top of tank and the riser. Install a 24" diameter fiberglass riser cover with gasket, Orenco Systems, Inc. model # FL24G(or equivalent). Do not bury riser cover. • Lift Tank — 1,000 gallon precast concrete tank. Inlet of the tank must have cast in place rubber fittings to create watertight seals. Seal the outlet end of the tank. Install a 24" diameter heavy corrugated pvc pipe riser over maintenance opening above pump vault. A watertight seal must be created between top of tank and the riser. Install a 24" diameter fiberglass riser cover with gasket, Orenco Systems, Inc. model # FL24G(or equivalent). Do not bury riser cov,er. ; • Screened Pump Vault — Install an Qrenco Systems, Inc. model #PVtJ57-1819 pump vault in the lift tank through the maintenance hole. Install an Orenco Systems, Inc. modified well pump model � P50051 l, 115V, '/z hp, (or equivalent) in the flow inducer of the pump vault. Connect a schedule 40 pvc discharge pipe to pump and extend discharge pipe through riser wall. Install a camlock on the discharge pipe between pump and the riser for easy disconnect. Drill a 3/16" weep hole at the invert of the 90 degree bend in the discharge pipe to allow drain back. Install all high-pressure fittings. • Mound Drain Field— Cut any vegetation to a height of 2-3". Remove any trees or brush that are within the proposed drain field area. Rough up the area within the absorption area of the mound. Install clean washed sand meeting the requirements of State Code Chapter 7080.0170, subpart Sb, item 3, in the staked area of 38' x 83'. Create a level 63'L x ]0' W x 0.9' D, rock bed by installing clean sewer rock, meeting the requirement of State Code Chapter 7080.0170 over the washed sand as sho�vn in drawing detail. The elevation of the rock bed,��:::;hed sand interface shall be 111.1. Install the lateral net�vork above rock bed, (see follo�ving description). The 2 l � � � I invert elevation of the laterals shall be 111.6. Cover laterals with 2" of clean sewer rock. Cover i entire bed area with a non-woven geo-textile fabric that is not so heavy as to prevent good air � exchange. Install a sandy to loamy soil material over the rock bed with a depth of one foot at the �enter of the bed, tapering to six inches at the sides. Install six inches of topsoil over the entire � mound. Establish a vegetative cover over the entire mound. The overall dimensions of the mound will be 83'L x 38'W. � • Supply Line — Install 2" schedule 40 pvc supply pipe from the discharge pipe on the outside of the riser to mound rock bed. Use all high-pressure fittings. J • Header — Install all schedule 40 pvc matenals. Install a header by using three 2' sections of pipe, two 90 degree elbows and three tees. Connect the supply line to a tee just off center of the � header(see drawing detail). Install all high-pressure fittings. • Lateral Network— Install 2" schedule 40 pvc pipe. Install four 61' laterals to the header. Prior � to attaching laterals to the header drill 3/16" diameter orifices into the pipe with the orifices spaced 2.3 feet apart oriented downward. Drill the final orifice on each lateral oriented upward. Insta112" orifice shields to laterals below each orifice including the last upward oriented orifice. � At the end of each lateral connect a 90 degree sweep followed by a 1.5" diameter ball valve. Install a 12" diameter plastic valve box over the ball valve assembly setting the box so the cover will be slightly above the finished grade when the mound is completed. Insta.11 all high-pressure � �ttings. • Control Panel — Install an Orenco System, Inc. control panel model #MVP-S1PTR0 to control � the pump operations on a timed basis (see attached data sheet). Install the contrdl panel in an interior space that will allow the alarin to be heard. Set the pump on/off timers to specifications. ' • Floats — Install Orenco mercury float assembly MF3A or equivalent for high-level alarm/timer override, timer on, and redundant off floats. Attach floats to float assembly bracket spacing � floats as shown in drawing. Install float and pump wires out of the riser through pvc conduit up to a watertight splice box mounted on a post. Seal both ends of the conduit. � 7. Limitations - Our investigation, layout, design, and recommendations are based on data submitted. If conditions considerably different from those described in this report are encountered, we must be � notified. If proposed construction is changed, we must be notified to evaluate the effect of the changes on the wastewater system. Any changes to the design must be approved by the designer and w�ill be assessed additional design costs. If changes are made to the design without the knowledge � and approval of the designer the design shall be void. All construction is to be in accordance with � 3 � � the ISTS regulations. Pipe type and size, installation requirements, septic tank construction, and j other specifications not depicted in our report are to conform to ISTS regulations. The installer of � the system is to be licensed by the Minnesota Pollution Control Agency. Sincerely, . � Peter . Mi ler, Soil Scien ' , Designer I � Eco Systems Engineering MPCA Certification#2341 Company License # 208 � � 1 a i , , 1 � � � � 3 4 .� . t N�� tTl IV ' a � � . : j � .�.:a,W ,.,.�.�.� .�:.r..._+.t W � _. ------- � 333 East Main Street � P.O.Box 388 j Elk River, MN 55330 1 (763)441-7509 �i� S1Y,S1TjEMS J (800)554-7509 � Fax:(763)441-9176 � Eco svsr�;`�s:u��vc�a;rvc,�Nc e-mail:h2olab�lkdllink.net LOG OF SOIL BORINGS � File number: S02A002 Last name: BASTIAENS � First name: GUILLAUME Address: 625 N FERNDALE RD � City: WAYZATA, MN Zipcode: 55391 Counry: HENNEPIN Legal: A PARCEL LOCATED IN THE SW 1/4, OF THE NE 1/4,OF THE NE 1/4, � SECTION 36,T118, R23, CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA � Auger type: 3" OPEN BUCKET BORING#1 Seasonai water table: 30" � Water table: NOT OBSERVED Oa04"-VERY DARK BROWN(10YR 2!2)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE � FRIABLE CONSISTENCE 04-10"-VERY DARK GRAYISH BROWN(10YR 3/2)FINE SANDY LOAM; WEAK,FINE SUBANGULAR BLOCKY STRUCTURE � FRIABLE CONSISTENCE 10-16"-DARK GRAYISH BROWN(10YR 4/2)LOAMY FINE SAND;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE � 16-30"-DARK YELLOWISH BROWN(10YR 4/4)SANDY CLAY LOAM;MODERATE,FINE SUBANGULAR BLOCKY 3TRUCTURE � FIRh1 CONSISTENCE;SHALE FRAGMENTS;FEW 2.SYR 3!6 Fe CONCRETIONS � 30-72"-YELLOWISH BROWN(10YR 5/4)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE;SHALE FRAGMENTS;MANY,MEDIUM-COARSE,DISTINCT LIGHT BROWNISH GRAY(10YR 6/2) � Fe REDUCTIONS;MANY,MEDIUM-COARSE,DISTINCT STRONG BROWN(7.5YR 5/S)Fe CONCENTRATIONS;SOIL BECOMING MOIST AT 48" � � THE TERMS REDUCTiONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED W O G. REDUC RE GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. � Company License#208 Date completed: 1/3/2003 � Soil borings performed by: PETER MILLER � + �'1 N � ' � � � � � � �? ' Z � , � , _ _ _ _ _ �.__.._ ._.,-- _� _�-_--___._----------- - 1------ - - . 333 East Main Street � P.O.Box 388 Elk River,MN 55330 (763)441-7509 �� S1YcST�EMS J (800)554-7509 Fax:(763)441-9176 Eco s�sr�n,�s�rvGwE�Rw�.iNc. e-mail:h2olab�ikdllink.net LOG OF SOIL BORINGS � ' Last name: BASTIAENS File number: S02A002 First name: GUILLAUME Address: 625 N FERNDALE RD City: WAYZATA, MN Zipcode: 55391 � County: HENNEPIN Legal: A PARCEL LOCATED IN THE SW 1/4, OF THE NE 1/4, OF THE NE 1/4, SECTION 36, T118, R23, CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA ; : � Auger type: 3" OPEN BUCKET BORING#2 Seasonal water table: 38" � Water table: NOT OBSERVED 00-06"-VERY DARK BROWN(10YR 2I2)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE ; FRIABLE CONSISTENCE � 06-12"-VERY DARK GRAYISH BROWN(10YR 3/2)FINE SANDY LOAM; WEAK,FINE SUBANGULAR BLOCKY STRUCTURE IFRIABLE CONSISTENCE + 12-18"-DARK GRAYISH BROWN(10YR 4/2)LOAMY FINE SAND;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE 18-38"-DARK YELLOiNISH BROWN(10YR 4/4)SANDY CLAY LOAM;MODERATE,FINE SUBANGULAR BLOCKY 3TRUCTURE FIRM CONSISTENCE;SHALE FRAGMENTS;FEW 2.5YR 3!6 Fe CONCRETIONS 38-60"-YELLOWISH BROWN(1 OYR 5/4)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE;SHALE FRAGMENTS;MANY,MEDIUM-COARSE,DISTINCT LIGHT BROWNISH GRAY(10YR 6/2) Fe REDUCTIONS;MANY,MEDIUM-COARSE,OISTINCT STRONG BROWN(7.SYR 5/8)Fe CONCENTRATIONS;SOIL BECOMING MOIST AT 52" THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS N REDU TI E GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. 1 Company License#208 Date completed: 1/3/2003 Soil borings performed by: PETER MILLER �t� y • r•- _... �-. ; � Z '�sm r � ,� � �.�� _ � . _ � _ -_�- - - --- _�_____---. .__.___ - _ �__�.___.�____ ________ ____._.__�_ � � 333 East Main Street � P.O.Box 388 1 Elk River,MN 55330 "�� (763)441-7509 �,i� SlY,S1TjEMS�� (800)554-7509 i Fax:(763)441-9176 � cco srs�_�ti+s�r��r.�_a;N�.iN� e-mail:h2olab�ikdllink.net 1 LOG OF SOQ,BORINGS � Last name: BASTIAENS File number: S02A002 + First name: GUILLAUME I Address: 625 N FERNDALE RD � City: WAYZATA, MN Zipcode: 55391 Counry: HENNEPIN Legal: A PARCEL LOCATED IN THE SW 1/4, OF THE NE 1/4, OF THE NE 1/4, � SECTION 36, T118, R23, CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA � Auger type: 3" OPEN BUCKET BORING#3 Seasonal water table: 44" � Water table: NOT OBSERVED 00-02"-VERY DARK BROWN(10YR?l2)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE i FRIABIE CONSISTENCE 1 02-12"-VERY DARK GRAYISH BROWN(10YR 3/2)FINE SANDY LOAM; WEAK,FINE SUBANGULAR BLOCKY STRUCTURE � FRIABLE CONSISTENCE 12-20"-DARK GRAYISH BROWN(10YR 4/2)LOAMY FINE SAND;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE I 20-32"-DARK YELLOWISH BROWN(10YR 4/4)SANDY CLAY LOAM;MODERATE,FINE SUBANGULAR BLOCKY STRUCTURE FIRM CONSISTENCE;SHALE FRAGMENTS;FEW 2.5YR 3/6 Fe CONCRETIONS ( 32-44"-YELLOWISH BROWN(tOYR 5/4)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE;SHALE FRAGMENTS I44-66"-LIGHT OLNE BROWN(2.5Y 5/4)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTcNCE;SHALE FRAGMENTS;MANY,MEDIUM-COARSE,DISTINCT LIGHT BROWNISH GRAY(10YR 6/2) I Fe REDUCTIONS;MANY,MEDIUM-COARSE,DISTINCT STRONG BROWN(7.SYR 5/8)Fe CONCENTRATIONS;MANY WHITE CALCIUM CARBONATE DEPOSITS;STRONG EFFERVESENCE I THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS M UN REDUCTI E GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. � Company License#208 Date completed: 1/3/2003 � Soil borings performed by: PETER MILLER I � � Crl Z ' �� — i Z � m j --� - , — „a�.. ..:c._. , ..� - � - , _ _ ______-- — ___ _ _. _ i 333 East Main Street (� P.O.Box 388 � Elk River, MN 55330 �,,-� .�., (763)441-7509 ,i� SlYtS1TLEMS (800)554-7509 �,, Fax:(763)441-9176 Eco svsr=:ti�s Erv��rvE�awG.iNc. e-mail:h2olab�ikdllink.net LOG OF SOIL BORINGS Last name: BASTIAENS File number: S02A002 First name: GUILLAUME Address: 625 N FERNDALE RD City: WAYZATA, MN Zipcode: 55391 County: HENNEPIN Legal: A PARCEL LOCATED IN THE SW 1/4, OF THE NE 1/4, OF THE NE 1/4, SECTION 36, T118, R23, CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA Auger type: 3" OPEN BUCKET BORING#4 Seasonal water table: 22" Water table: NOT OBSERVED 00-02"-VERY DARK BROWN(10YR 2/Z)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE 02-11"-VERY DARK GRAYISH BROWN(10YR 32)FINE SANDY LOAM; WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE 11-22"-DARK GRAYISH BROWN(10YR 4/2)LOAMY FINE SAND;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE 22�40"-DARK YELLOWISH BROWN(10YR 4/4)SANDY CLAY LOAM;MODERATE,FINE SUBANGULAR BLOCKY S7'RUCTURE FIRM CONSISTENCE;SHALE FRAGMENTS;FEW 2.SYR 3/6 Fe CONCRETIONS;MANY,FINE,DISTINCT LIGHT BROWNISH GRAY (10YR 612)Fe REDUCTIONS 40-60"-YELLOWISH BROWN(10YR 5/4)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE FRIABLE CONSISTENCE;SHALE FRAGMENTS;MANY,MEDIUM-COARSE,DISTINCT LIGHT BROWNISH GRAY(tOYR 6/2) Fe REDUCTIONS;MANY,MEDIUM-COARSE,DISTINCT STRONG BROWN(7.5YR 5/8)Fe CONCENTRATIONS;SOIL BECOMING MOIST AT 44" THE TERMS REDUCTIONS AND CONCENTRATiONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS TTLING. REDUCTiO E GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. Company License#208 Date completed: 1/3/2003 Soil borings performed by: PETER MILLER ._.a._. . �____._ti.L v._ ._. . � � <l � , 333 East Main Street � P.O.Box 388 � Elk River, MN 55330 �i SuS1TEMS J (800)554-7509 ' Fax:(763)441-9176 E�o svsTEti�s�Nc!r,E�Riric.�rvic e-mail:h2olab�lkdllink.net � LOG OF PERCOLATTON TEST PROPERTY OWNERS NAME AND ADDRESS FILE NUMBER � S02A002 BASTIAENS GUII.LAUI� � 625 N FERNDALE RD WAYZATA,MN MN 55391 � COUNTY: HENNEPIN LEGAL � A PARCEL LOCATED IN TI-�SW 1/4,OF TI-�NE 1/4,OF TI�NE 1/4, SECTION 36,T118,R23, CITY OF ORONO,HENNEPIN COUNTY,MINNESOTA � PERC# 1 START DATE: 1/2/2003 INITIAL START TIME 2:00 PM � DEPTH OF PERC HOLE: 14 INCHES WIDTH OF HOLE : 8 INCHES � SIPHON USED: � START TIME STOP TIME INCHES START INCHES STOP M.P.1.; � 10:39 10:59 6.5 8.75 8.89 � 10:59 11:19 8.75 10 16.00 � 11:19 11:39 10 11.25 16.00 11:39 11:59 11.25 12.5 16.00 � AVERAGE PERC RATE: 16 MPI � Perc Performed By: PETER MILLER DATE COMPLETED: 1/3/2003 � Company License#208 � � _.� ... � . �_�-s. � • • . 333 East Main Street � P.O.Box 388 Elk River,MN 55330 � ..,.�;_,' � ,., � (763)441-7509 �i�` SuS1TLEMS (800)554-7509 Fax:(763)441-9176 Eco svs��ti+s Erv�iNEcRiNG,wc. e-mail:h2olab�lkdllink.net � LOG OF PERCOL.ATIOPT TEST � FILE NUMBER PROPERTY OWNERS NAME AND ADDRESS S02A002 � BASTIAENS GUIl..LAUME � 625 N FERNDALE RD WAYZATA,MN MN 55391 � COUNTY: HENNEPIN LEGAL A PARCEL LOCAT'ED IN THE SW 1/4, OF T'HE NE 1/4,OF TI�NE 1/4, � SECTION 36,T118,R23,CITY OF ORONO,HENNEPIN COLTNTY,MINNESOTA , PERC# 2 START DATE: 1/2/2003 INITIAL START TIME 2:00 PM � DEPTH OF PERC HOLE: 15 INCHES WIDTH OF HOLE : 8 INCHES � SIPHON USED: START TIME STOP TIME INCHES START INCHES STOP M.P.I.� � 10:40 11:00 8 12.5 8.00 . 11:00 11:20 12.5 14.25 11.43 j 11:20 11:40 7.5 9 13.34 � � 11:40 12:00 9 10.5 13.34 ' 12:00 12:20 10.5 12 13.34 � AVERAGE PERC RATE: 13.34 MPI Perc Performed By: PETER MILLER DATE COMPLETED: 1/3/2003 Company License#208 � i a 333 East Main Street � — — P.O.Box 388 Elk River, MN 55330 � ., (763)441-7509 .i� SuSiTiEMS ��I FaxB(7�63)44159976 ECO SvSTEMS ENGINEERING.INC. 8-fT1211:h2012b�IkCllllnk.(1@t LOG OF PERCOLr1TION TEST FII.E NUMBER PROPERTY OWNERS NAME AND ADDRESS S02A002 BASTIAb'NS GUII..LAUME 625 N FERNDALE RD WAYZATA,MN MN 55391 � COUNTY: HENNEPIN ' LEGAL A PARCEL LOCATED IN Tf� SW 1/4, OF T'HE NE 1/4,OF TI�NE 1/4, � SECTION 36,T118,R23, CITY OF ORONO,HENNEPIN COUNTY,MINNESOTA � PERC# 3 START DATE: 1/2/2003 INITIAL START TIME 2:00 PM � DEPTH 0� PERC HOLE: 16 INCHES WIDTH OF HOLE : 8 INCHES � SIPHON USED: � START TIME STOP TIME IN�CHES START iNCHES STOP M.P.1.� � 10:41 11:01 7 12 6.67 � 11:01 11:21 12 14 10.00 11:21 11:41 8.5 10.5 10.00 � 11:41 12:01 10.5 12.5 10.00 � AVERAGE PERC RATE: 10 MPI � Perc Performed B : PETER MILLER DATE COMPLETED: 1l3l2003 Y � Company License#208 � � 333 East Main Street P.O.Box 388 + � I Elk River, MN 55330 �, (763)441-7509 �i� SlYIS1TjEMS j) I �� 1 (800)554-7509 — Fax:(763)441-9176 ' Eco svsrcrns Er,�iNE�R�r�c,ir;c e-mail:h2olab�lkdllink.net , LOG OF PERCOLATIOPI TEST FILE NUMBER PROPERTY OWNERS NAME AND ADDRESS S02A002 BASTIAENS GUII..LAUME � 625 N FERNDALE RD WAYZATA, MN MN 55391 � COUNTY: HENNEPIN ' LEGAL A PARCEL LOCAT'ED IN THE SW 1/4, OF TI�NE 1/4,OF TI�NE 1/4, SECTION 36, T118,R23,CITY OF ORONO,HENNEPIN COLTN'fY,MINNESOTA PERC# 4 � START DATE: 1/2/2003 INITIAL START TIME 2:00 PM ' DEPTH OF PERC HOLE: 14 INCHES WIDTH OF HOLE : 8 INCHES � SIPHON USED: , START TIME STOP TIME INCHES START INCHES STOP M.P.I.; � � 10:42 11:02 6.75 9.25 8.00 ; 11:02 11:22 9.25 10.75 13.34 11:22 11:42 10.75 12 16.00 � 11:42 12:02 12 13.25 16.00 12:02 12:22 10.5 11.75 16.00 AVERAGE PERC RATE: 16 MPI ' Perc Performed By: PETER MILLER DATE COMPLETED: 1/3/2003 � Company License#208 I � • . 01/08/2003 Page 1 � Mound Design Worksheet � (FOR FLOWS UP TO 1200 GPD) A. Estimated gpd= 750 � B. SEPTIC TANK CAPACITY; 2000 gallons . � C1. Depth to restricting layer- 24 in h s 2. Depth of percolation tests= 14 inches 3. Percolation rate= 20 � � 4. Land slope= 5 % D1. Multiply flow rate (A) b� 0.83 sq.ft./gpd to obtain required area of rock layer: � A x 0.83 = 750 gpd x 0.83 = 622.0 sq.ft. 2. Select width of rock layer (10 feet or less) = 10 ft. � 3. Length of rock layer-area/width = 63 ft. E1. Multiply rock area by rock depth to get cubic feet of rock: � 622 sq.ft. x 0.9 ft. = 559.8 cu.ft. + 56.0 cu.ft. for tapering 2. Divide cu.ft. by 27 cu.ft./cu.yd. to get cubic yards: 615.8 cu.ft. /27 = 22.g cu yd � 3. Multiply cubic yards by 1.4 to get weight of rock in tons: 22.8 cu.yd. x 1.4 ton/cu.yd. = 31.9 ns. � F1. Percolation rate in top 12 inches of soil = 2p mpi. 2. Select allowable soil loading rate from table: 0.45 dgp /sq.ft. 3. Calculate adsorption width �atio by dividing rock layer loading rate . � of 1.20 gpd/sq.ft. by allowable soil loading rate: ; 1.20 gpd/sq.ft. / 0.45 gpd/sq.ft.= 2.67 sc�/ft/pallon 4. Multiply adsorption width ratio by rock layer width to get required � adsorption width 2.67 x 10 ft. = 26.7 ft. � Absorption Width Sizing Perc rate Soil Gpd Ratio of absorption width m� Texture Sa/ft to rock layer width � 0.1-5 fine sand 0.60 2.00 6-15 sandy loam 0.79 1.52 16-30 loam 0.60 2.00 � 31-45 silt loam 0.50 2.40 46-60 clay loam 0.45 2.67 60-120 clay 0.24 5.00 � >120 clay 0.20 6.00 � � � ` • � 01/08/2003 Page 2 MOUND DIMENSIONS ' G. DETERMINE BERM WIDTH 1. Minimum Downslope Wdth =Adsorption Width - Rockbed Width 26.7 - 10 = 16.7 feet � 2. To calculate Minimum Mound Size: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation 3 2.0 ft = 1_0 feet of sand below bed b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer(1ft) to depth of cover(1 ft) to find the mound height at the upslope edge of rock layer: a 1.00 ft + 1ft + 1ft = 3.0 feet � 3. Percent Slope = 5 % 4. Select Upslope Berm Multiplier= 3.3 � 5. Multiply upslope berm multiplier by mound height to find upslope berm width: 3.33 x 3.0 feet = 10.0 feet upslope berm � 6. Add depth of sand for slope difference between upslope edge and downslope edge of rockbed to mound height: � 3.00 feet + 0.5 feet = 3.50 feet 7. Select Downslope Multiplier= 5 8. Multiply downslope berm multiplier by mound height to find upslope berm width: " 3.50 feet x 5 = 18.0 feet downslope width 9. Compare the values of G1 8� G9, select the greater of the two values for downslbpe width. 16.7 feet or 18.0 feet = 18.0 feet � 10. Total mound width = upslope berm + rockbed width + downslope berm � 10 feet + 10 feet + 18.00 feet = 38 feet � 11. Total mound length is the sum of berm widths + rock layer length ; 10.0 feet + 63 feet + 10.0 feet = 83 feet lona � FINAL DIMENSIONS: 38 FEET x 83 FEET � � � � � � - 01/09/2003 Page 3 � Pump Selection Procedure For Pressure Distribution � allons Per Minute Reauirement Lateral Length = 61 feet � Outside Diameter of Laterals = 2 i�� Number of Perforated Laterals = 4 each � Number of Orifices per Lateral = 26.0 each Total Number of Onfices= 104 each � Orifice Spacing = 2.3 feet Orifice Size = 3/16 inches Minimum Flow Rate per Orifice= 0.433 gpm � Gallon Per Minute Pump Requirement = 45 gpm � Pump Head Requirements Supply Line Diameter= 2 inches � Supply Line Length = 125 feet Length of Distribution Header= 8 feet Header Diameter= 2 inches � Head Loss Through Header= 0.3 feet Head Loss Through Laterals = 0.1 feet � Lift to Header= 9 feet Head Loss Through Supply Line = 5.1 feet Add-on Friction Losses 5.0 feet � Total Head Requirement = 19 feet ; � � � � � � � l r� , 01/09/2003 Page 4 '� TIME DOSING WORKSHEET/SCREENED PUMP VAULT ;; 1000 gallon septic tank. - 1. Determine Surface Area Rectangle area = L x W = 7.50 x 5.00 = 37.5 sq.ft' ,� � 2. Calculate Gallons Per Inch Area x 7.5 / 12 = 37.5 x 7.5 / 12 = 23.4 gallons/inch � 3. Calculate Total Volume of Tank Inside Bottom of Tank to Inlet Invert � ) � 45 inches x 23.4 = 1055 all ns 4. Calculate Total Unusable Tank Capacity ,� A. Inside Bottom of Tank to Redundant Off Float _ 25 inc es B. Convert to Gallons, 25 inches x 23.4 5� II ns -,d 5. Calculate Total Usable Tank Capacity ' A. Distance between Timer On and Inlet Invert = 20 inches B. Convert to gallons, 468•8 Ilon � :�1 6. Calculate Gallons Per pose A. System Design Flow= 750 gallons per day � B. Loading Factor = # of Orifices x 0.25 gallons per orifice = 26 gallons �d C. Calculate Total Pipe Volume 1. Determine pipe length of discharge pipe = 125 feet � 2. Determine total pipe length of laterals and manifold = 252 feet - 3. Determine liquid volume of pipe = 17.43 gallons per 100 ft 4. Calculate total volume of discharge pipe and laterals = 66 gallons � D. Calculate total dose volume; ; � (gpd/loading factor + total pipe volume) 92 gallons per dose E. Determine dose volume in inches = 4 Inches x� 7. S��` Floats A. Top of tank to Redundant Off Float = 37 inches � B. Top of tank to Timer On Float = 35 inches " C. Top of tank to Timer Override/High Level Alarm = 21 inches '� 8. Surge Capacity (distance between Timer On & Timer Override) = 328.1 alg lons � 9. Set Timers A. Number of Minutes On = 1_7 min B. Number of Minutes Off= 5�. min e � � � � � � 01/09/2003 Page 1 � Partial Materials List � Septic Tan�s) Proposed Tanks . 2 1250 gallon septic tank. � Septic Tank Components 2 ea. risers � 24 dia. of risers�nches 6 feet of riser, Heavy Duty Corrugated PVC 2 Orenco#FL24G14, 24" dia. Riser Cover � 30 ft of 4" schedule 40 PVC Lift Tank &Tank Components � 1 1000 gallon septic tank. 1 ea. risers 24 diameter of riser � 3 feet of riser, Heavy Duty Corrugated PVC 1 Orenco#FL24G14, 24" dia. Riser Cover � Pump Vault 1 Orenco Screened Pump Vault# PVU57-1819 � Lift Pumq 1 Orenco# P500511, 115V, 1/2hp or Goulds Blaster equivelant With 5 year Pump Warranty � 1 Camlock Electical Contol Panel and components � 1 Orenco P�IVP-S1 PTRO ; 1 Splice Box, Orenco# S64, or equal � Required Floats � 1 Mercury Floats, Orenco MF3A, or equal � Piping for supply line, laterals and manifold 377 ft of Schedule 40 PVC 2 Dia. of Pipe/inches � 104 ea. 2.0" Orifice Shields/Orenco 4 ea. 1.5" Ball Valves 4 ea. 12" Plastic Valve Boxes � Soil and Rock Materials for Drainfield 23 Cu/yds of Clean Rock � 117 Cu/yds of Clean Sand 23 Cu/yds of Sandy Loam 58 Cu/yds of Top Soil � � � 0 i Biotube� Pum Vault p Applications Standard Features & Benefrts Orrn�� E�.t�:n<<��i' �iotube Pump �aulcs are ideal Eor tilr;rin� and • Installs quickl�� in ne�v or existing canks cransE��rcin� �•ttluenc Erom septic canl:s or separate dosirn� ranks in • Easy access desi�n allows tilcer cartridge et}lurnr E�uniE�in�� s��scems. They prevent lar�e solids tiom leaving removal wichout pulling the pump or che cink. .ir,lnla�i�all�- improving wascewa�er qualicy and�.�ccending vaule, simplifies filcer inspection and �he lifr ut�i��nscream �reacment syscems. Each pump��ulc houses maincenance eichzr �,n� i`implex) or two (Duples) Hi�h Head Ef}luenc Pumps, dischar�r .is�rmbl��(iesl, Biotube filcer carc,id ge, tloac s�icch assem- • Pacented Biotube filcer has several bl��, an�� tl��.i� scem bracket. Pump(s), tloat s�vicch assembl�; and cimes che filcering capaciry of other disch.ir_,e .�.�:mbl�-(ies) are ordered separacelv pump vaults • Removes approximately t�vo-thirds of suspended solids, on average ' • Accommodates Simplex or Duplex - configuration, for use with one or � __ cwo pumps a„F r, • Float stem bracket allows easy removal �, .�� and adjustment of float assembly • Sturdy, molded polyethylene and corro- . sion-proof construccion ensure long life � � ° •" Biotube Filtering Process , ��,: �� '� ' Effluenc from che relatively clear zone of the sepcic tank, betweer� the scum and ' _ sludge layers, enters �he Biotube Pump " "l� `ault �hrough inlec holes in the housing. � i s Effluent then enters �he annular space � benveen che housing and che Biotubes, , "' ' �: utilizing �he Biocubes' entire surface for � , ; Filtering. Parcicles larger than the ,,� . Biotube�s mesh are prevenced from leav- ing the cank. �� h�r��, � ''� -- � l'.�ri�:? `...;�1:c'ontc�i tt'tt�r fjtot:��ir ft[lc�r�,trtr:rj�t, 'Ji.t:;tem • •�I z , _, . o�•.r,,.. .� . , . . . �r.. l�;�c� tutir�ur Ii;utulir jilt�r�',n•tric(;r pro:�1e�.t l,tr�r �� l1ic'�� .. .,. ., .� �� :'c'. . J7! �l�fi'A'i fl! .i :iil�7it�_•P.l�-:. io rt'�L: ,��u'�'�:i!v :C��n�c' � � �rri�: �. � . � � �. .� -:C�''l!P)'Ufc'c7;�n!. '� Orenco Systems' irC�rocratec aPs ePv � �;,J�Q:.,r:;,��.r:,Y:�� Rev 2 1 12.04 lYorl.i Jnn Lf;u:nc.ttn' , . . • ,,,,I , ,i,� ;_ www.onneo.eom � , - Modei Code for Ordering Biotube Pump Vault Componerrts �� BiotubeJ Pump Vault �.- PVU'[-_�'�[ Discharge pipe ( ;,� � I�i�licat�, �nl�t hulc hci3ht:(inchesl � C:irtn1_�h�i_hc = I�i'. ,-1".36"standard �, fi ' ' 1 Vauit � '�"ault hei_hr. :", he... a6.. in h" increment�* , ; _- . l'ni�ersal Pwnp��ault 'bG"�`�b'in u��:n.rcmrn�.��.uL�hle�.n��._��UI �� ; Flow inducer �� yc . a � Biotube�handle � � • �: assembly '� �} �:_: : ; - ;l a '' . _ . _ _; ;� '� �� - _ _:� . ; . Float switch _, �: + �� ; Vault aR�,: � assembly .. height � �. — _- - K � (ordered sep.) �I�v _ ��` N , l.r � l. � , • _ �� F ; =`z' Biotube�filter - �� -- cartridge _, – ,� . Inlet holes s � High head Fary access desioon allotc•s fzlrer,srrridge remova!without pu!ling Inhet hhtle = effluent pump�s) � 9 ': ;,: ' (ordered sep.) � the pump or c�ault;rimplifzes fil:er inspection and maintenance _ ��* � :: � � Biotube Cartridge Effective Filter Surface Area - y Cartridge Herght 12"Diameter '$" '6.s ft= . To Order _� Z 24" 22.4 ft Call your nearesc Orenco Svscems�, Inc. d�stributor. - 36" 33.6 ftZ For nearest disrribu�or, call Orenco ac 1-800-348-9843. Orenco's Biorube Pump Uault r:.zrailable in;tandard and wW�r,oreneo.com � customizzd canfi�t�r:1[ion�. Co�::.zrt Orenco or your nearest ,, disnibc�tar for;eztn�recomm��:�i:z:ions. ' � �Orenco$vstems"Inc'f;�O � Tank Access and Riser Diameter ' Brocube Serres Tank Access Tank Access Riser Dia. Dia. Mrnimum Dia.Recommended Minimum � PVU w/Simolex Pump 19" 20" 24" ' PVU w/Duc�ex Pumps 19" 20" 30" � DistribucCci B��: . . � � � y � S � - � Optional Features & Benefrts Model Code for Ordering � • tiiechanical excernal elapsed cime mecer nnvP�aoaa �� 0�� and councer 'In�jir.icr..t.l.liciun.J opciuns. ( Indirates��lca�-r: ` � • Removable EEPROM card Eor repro- � ' ��•�� F:1��I _ Esecrn.d cl.ip.rd cimr mrecr ? �240\'.�(= C:f = Esccm.il�ountrr � gramming che panel in che shop or in H"1'= Hracrr L � Indicacrs IF opcion C1IC [I�Id � (Incrinsicaih utc mla��s) �•� '�-��rcnt itnsor � rH�.= r�,�,�,�u�lighc ^.�� UL913 (Incrinsicallv SaFe liscin� fOC �ndiutes numbcr uf • incrinsicall��sife rclavs use in hazardous locations � � � • Self-regulating, anci-condensation heater (radiaces additional waaage as � 2 9 3 _� �empera�ure drops) • Current sensor to signal pump failures; ideal for recirculating filters � � o �� • Pump run light to indicate pumping ; I I ' '6 b � — ' � , �c�c� � 0� activiry ; ( i i �� ' Standard Models i j , °°°° � 10 � MVP-S 1 PTRO, iViVP-S2 PTRO I I � � ! 4 . To Order � i� l 4 � 5 Call your nearest Orenco Systems, Inc. i � � � � distribucor. For nearest distributor, call i o � o Orenco at 1-800-348-9843. ( � 8 7 6 � � 1. Programmable Logic Unit,, _ 2. 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COMPLETED ADDRESS /.�(f' � �F� r"�t��C,--��: !C�'� OWNER CONTR. �� L-C� V��i r�- TELEPHONE N0. �' �-� ��( I �I �� `�� =� � � DESCRIPTION l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING 23 SEPTIC FINAL 35 HARD COVER REMOVAL _� J�FO""PLUM8ING , � 36 FOUNDATION/REMOVAL � O � TO MEET YOU:�YES_NO � COMM TS: � W a � D O �� . � O � W � Q � 2 W � W � � � dORKSATiSFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p 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. �95Z� Z49-46�� OwnerlContractor or�site: Inspector. 'J � White Copy/lnspecto's File Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED �� T PERMITNO. ��E ��71 COMPLEfED 'i 6 C� l ;o ADDRESS b�5 N� Fff"�`��e �`t, OWNER u r�t' `'c'�-j CONTR. O U V�< S��, CXt��-;� TELEPHON E N0. � ��`" �S�-�� DESCRIPTION S� 1`,�- �G�-I< � ly 01 FOOTING 11 MECHANICA�RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y O 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 O6 PROGRESS � 07 DEMO-SITE 2T SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL �PTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTORTOMEETYO _ ES_NO � COMMENTS: � �. a ' ��(`�� 't� j — ��^ c c.-� �� , O r � a�� `e V e,� .. � �- ,�_� ° — �.�SSA � S� Q —Cc�!,� d �� — Se-�1.�� a�� z • � -- � ,��" ��-eS�—s 0 k W � � �� / W/�J+VORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE , �� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next ins,�ction 24 hours in advance. (g52) 249-4600 OwnedCo ctor on site: fJU !`� Inspector. �- ' White Copylinspector's File Canary CopylSite Notice i� DATE TIME CITY OF ORONO CALLED IN INSPECTION N�TJ��3� r sCHEDULED ��-G�� _� PERMIT N0. � �J � COMPLETED ADDRESS �� e�r,��t�C R�l /`�A. OWNER �r S F:�1 �'�� CONTR. ��'`1 TELEPHONE NO. b �� '6�� 7 � DESCRIPTION�s_�-f�L ��1t��C S � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAI 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 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: ��? -- IZ.S(,° — 1 DOC) �`jn� �}-��^� C��;l�„�J � .,--��S �.c,�- �. o — t�rY S d ee� c�- 'r``�f z ( '' _ �c C�ce-� C� � ° _- ��-- �� .Sb15 � �� ^ � 11� ��; r� -�d n,a h�' Q � z W � W � � W� ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE ❑CO ECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next ins ction 24 hours in advance. (952) 249-46�0 OwnerlCon ctor on site: �� Ir Inspector. �.�� White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN ' INSPECTION NOTICE SCHEDULED -� 4�.�e? - PERMIT NO�. ! COMPLETED Z.. —c I�-=�.�� ADDRESS �`j �' r�'r f��'� I�' OWNER �`�S� a`� �� CONTR. TELEPHONE NO. � DESCRIPTION ��ST "T�4'�t�` �F�;''� ��nz�'�.+:�, � � 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 3 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP r09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU�YES_NO � COMMENTS� 4 � C� I �'�,. �`� �J r�' �t� o �S� �st ��-�1, .d� OI ��5<. - � � 0 � W � Q � 2 W � W � � d W� ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnerlContr�Ctor on site: Inspector. J r�� ; �^./"`z'-r— White Copylinspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED �' 'o �� PERMIT NO. � 3� COMPLETED �_�-o� � ADDRESS o� F'��a�� . OWNER CONTR. �0 un► TELEPHONE NO. � DESCRIPTION S�� '; �- �:n°l \ � Ot 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 Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMENTS: �-'�� d (� � y — ��.�'�-t� �.� e t.J s+�� }c.c�.� � ��"�f(�-� �h V�{�� . � � � �1 C e R� f r-� �� !S� � — e vr� � S 5�'r' ✓p �c:r� � -�-- 6c�a,r�_) Q � � 1 a �-e r<.1� `�-- �1� b---� � �F ��- c�� zb�- \:� g �' J ,� \ .�,� �— `N`d 1 :.� W � � W� WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑C RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cal1 for the next inspection 24 hours in advance. (952� 249-46�� OwnerlCon ctor on site: d v` Inspector. White Copyllnspector's Ffle Canary Copy/Slte Notfce