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AF - 47014SUBJECT P E . City of Fridley ° 12399 AT THE TOP OF THE TWINS g U I L D I N G P E R M I T r � � • R . � �L _�__�_ COMMUNITY DEVELOPMENT DIV. � � 1 � � PROTECTIVE INSPECTION SEC. 1 � - �4 � /�'�� C1TY HALL FRIDLEV 55432 NUMBER REV. . DATE PAGE Of APPROVED BY ""'�'� ,�� 612-560-3450 910-F15 11/20/73 � � 108 ADDRESS 6700 Arthur Street N.E. t LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED oesca. 10,11 1 Rice Creek School Addit i.on sHeer 2 PROPERTYOWNER MAI�ADDRESS ZIP PHONE Dennis Ranstrom 3728 Foss Road N.E. � 3 CONTRACTOR MAIL AODRESS Z�P PHONE LICENSE NO. Richard Miller Homes 1600 Rice Creek Road N.E. 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENCaINEER MAILADDRESS Z�P PHONE LICENSENO. 6 USE OF BUILDING Res ident ial 7 CLASS OF WORK L� NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR O MOVE ❑ REMOVE 8 DESCRIBEWORK �onstruct a 44 x 24 Dwelling and a 24' x 24' Garage 9 CHANGE OF USE FROM TO STIPULATIONS provide a hard suxface driveway. Provide a verifying survey before capping. Check floor elevations for sewer from data on permit. Footing design per soil exploration reports. $150.00 storm sewer escrow needed. SEPERATE PERMiTS REQUIRED FOR �IRING, �tEATING, Pt�UMBING AND SIGNS. TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY �OAD SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. WOOC� FY'c1iR2 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING sa. FT. 576+ CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR tF CONSTRUCTION OR WORK IS SUSPENDEO OR ABANDONED fOR A PERIOD OF 120 DAYS AT R-1 1368+16x24 Cou t. 3�F, 560 T 11. ANY TIME AFTER WORK IS COMMENCED. N0. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APP�ICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND OFDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED •� WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT �32�375.3I. �.E).�.9 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMITFEE SACCHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING coN- 64.00 Z7S.00 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PLAN CHECK FEE TOTAL FEE �` '�' � ��ti � /L1,/l - � -�G �3 on 55 .19 SIGNRCfURE FCO ACTORORAUTHORIZEDAGENT IDATEI WHEN RO EF VA D ED IS IS YOUR PERMIT /'� r s� _..'.� �� ♦ --SiGNATURE OF OWNERUF OWNEF BUILDERI IDATEI BLDG. INSP -qATE �� , �� 3 � . ' .. . � �f �. � � / � d � t .'. � ' .. C.� �.,� � r'` rr , .� .� � ' i A�'PLI�ATION FOR RESIDENTIAL,.ALTERATION �� OR AllDITION BUILDING'PERMIT CITY OF FRIDLEY, MINNESOTA �, � OWNER � S NAME :�c.r/ h irs �C�1S�i c:y; BUILDER •_ / 1 i G�Q/� �.��i1f��Cf ./7�/�r� S ADDRESS :_ .a 7�� rO SS /�� r�� ADDRESS : � , Ol� %�; � � C��-�� NO : . O Q T STREET • � /� � � `. � S �� LOT : f� � %/ BLOCK • � ADDITION • �� C'c� C/'CC � Sc ��` ��a% s�, CORNER ZOT; INSIDE LOT: `'`� SETBACK: .� Sr SIDEYARD:�_ Applicant attach to this form Ztao Certificates of Survey of Lot and proposed building location drawn on these Certificates. �ESCRIPTION OF BUILDING To Be Ueed As; �, n <�� +,;%v �d�-i � Front : �y Depth : e�- / Heigh t :, � !�=' �l-- � � Square Feet: � �� Cubic� Feet�: �� :; -{� .. Fro�t • � Depth : i�-- i� Height • ��'j '" .i � � Square Feet; � i�. Cubic Feet:_ j��.� 4 T�pe of Constxuction: /�/`�qh-,� Estimated Cost: �O DDD , To 8e Completed: �%G �oL��- `�C�, J�� 3�-;� �� % . - : �.. . .. �. j..:.. .. j'' �' . , " ` . �. ,�, � fi . �a The undersigned hereby�makes applicativn for a permit for the work herein apecified, agreeing to do all work in stiict accordance with the City of Fxidley Ordinances and rulinga of the Department of Buildings, and hereby declares that aJ.l the fnete and representations stated in this application axe true and correct. � • D�ATE : U C �P � S IGIVATUItE :''��"-� �� t-., .r� "� c� i` G`' � ..� (See Revexse Side Fax Additior}a1 Infoxmation.) � �� " � d�' �� ' ,' � > . � , �' � � c � �--�' ti..c.* `"�� " � � �,., ., r � .. _ *4 �,- .�r �� .' _ � ' �. `� � 1 � � ��'''� � �" � "'il�' r2 � �"� � / i I � � V �t �l ,lj �. , ^ F .�'� � { �)`+ 'j t� I I , � . , �. . . . � � V � � � i � � w�! ^ � V �7i �� ,. � � � � ' • , � � � .� �_ � � , �� ' � ,(1 ,,, ,��,��'t,.� � �; .� ��C a., � c �., �c�'.��.�� ; // �S, /� �Q �, ,�j�,�t�� L0� Si�RV�'Y CITY UF FRIDLEit Lt��S 1a S I1, Block 1 RIC� CREEfi"SCfi00L ADD. S�VEY FQR PAT ELLIS 6641 CtL1.YtiELL ROAU FRIDL�.'Y, rfL`+YESOTA 55432 _ _ -.�Ja � 8 . _ � c. , _ �� i � � I �` � .� � � _ � , � �, : : d� � ,, u , , I \-� � � � . f I � i � � � , �' �j � 1 • � ' + '� � � �` �'� � . �, � � � t :� ! � , _ � � � � �� 4, �3 !' a ' • �s_�< , . —' � I -- I2/.LY � _ —i.. -- — Q�.�x` J'' _v ' „ • ; ��Y /,3 .a_SO. '� . � Q �E'.K►Q�TES. � �.�i!'ar.*� �/�%al.. � . . � . . �'v � . � � � . . .. � �.�`L +E .E �: !�e �3 � � � � (— t � .�'i. e�T//E;A► 3T. �E --'�'_!� � • � � � D�SCRIPTIO:r': Lo�.s 1U and I1, �loc�. 2, Rice Creek Scilool Ad�li[ion, City of Fridley, Anoka Cocmty, :�4in�eso[a, + ,�- �„� . � � �' �. �'� a� � � �� .� � '� � ��`� � � � � �� t ��,.. � � 1� � � � �... �!�' �.�' �.a� � � �`� ,�,. � � �,.�, � r I i►ereby certify xhat tlzis survey was �acle un�ier �y direc[ sugcrvisfon and thac I�m a duly aUtiic�rized Registered Lanci Survevor under the laws of the State �f ;!innescta. 1.iiliara 5. Loya, i;.s�.: Dat�: April 2�, 1973 ;;inn. P,e�;. ..o. 6 i 31 . � � . . , - .-. ,:.. � i . r 1 1 �� ` �� ./ � %� �l i�'� V �'!7�//c11ij/i/-7 ,i� �S-l�y1 x . r � r �� 'L°� ' �o tl �l°�-Ci l i �1�� _ �/ �I/1% � � '/� �'1 � %111/) "N'U�� .�v f,�i�� i' � j' �' t � .� a =� 'll / , � ' � � -- s, l L �� • t> �� u �11 l��''��'�j /I�i�_i �1►► 1 .:i��t��ivv�' � , �i.' l. ,..�,. . _, i. . . . . y , l 1 � � � i � c ' � j, �;�:..,.}:�,-, ._ . ,. . .. r • . , 'i ' � � - " �:�a ��-� ��-i2 , � � " � � �J �t7 ( S i2�-1� �T � �,� _ � ; 3�12� FoSS �� l�, � , i iUt p(.S , UVl � h N. ��( �-1 . ��. i , / ._�� ,� �,, � � Gi L. �I /`' 1 ' ,% - -/�d. =�^� - ` -- � � i • - _.__�._ _.__-___ __�..r � _ _ ___ _____ — -- --- --, ' � � � ' ' J , � . (. 5E c.;, :� , � �� t � °' , y, . � '� �: i ��' Q \ � � � ,� , � ,� � � 1 ' � ' ' � ' � �`' . � . � y .'/ . / . . �. �� t . .:� �\` r � / t _ �S� � t ` � R� S 1 �i �e �, �0 Z� � ` � 1'�/ � 5 � p' i � . ' . . � i � . v .. � � . . _ .. . . � . � 1 : . y i � \ � p � � �H � G4. , � I � . � � J� � I �,n , .� �� ,; ��y� ,� � , t , h; � � �, � � � � , � : � � , ` ks.�., 1 ; r�, j , �, _ r ��-Z_ _ - - �t ` � : � / q, '�, / "�t , ' '"-,�t.v 'J�3 '' �� ; .,, , . -� � ' - " �� y C � e'.�� o re s /no,•.> /'y..u. � ; �. �� ,�� , -: ��- , , , . , , -; � . . . . . � � � . AR >��.4'Fir � f. e�1 � �� .. . �. . � . . . � �; y. � .. �. � � . � .. � � . . . � . . . �.. ` (. � . ' . . . . . � llE:+CRi:TiUV: Lats l0 and il i;locl: . Kice Cr��t•�: �c�,;,�,: .�u.:«:�^, C:ty af� Fridley,• , . Anoka County, MinnesoCa. � <' , ��, �, y direcc t�upWrvi.slon And Lhac T a� �t �' i.k.reur c�rtify tnat thie survey was rwade under �� vu�y auttearfxed Registered Land Surveyor undcr the Iawa o`� the SC�+te of ,ifnn��uta. �` _ � ` . � 5: f�,n a "� � ; �:< i�iliian 5. Loy�, ... . �. �: :tinn, itc �o. 67ti7. � .��t�: ;,nxi1 2G, 1y73 fi• _ _.:—_ _. .�— — ----- — --. :��-----:. ,. - � . , � �, �. .. � + i-... k � � � � . � � . . � � . . � . � � � . . � . � ... .. �� . . � . . . . � . .. .t�', �! X U �� ity of Fridley � �j� �►PP�icafion ior PlwMbi�q and Gat F'hii�q hrt�it - Dept. of Bld9s. Phoau 590-3450 _ DESCHIPTION OF WORIC L�� /�/�� :�- %�.��' s� �/_ " NumMr, Kiad and Location oi Fixtures a/ J L� � ��I�I+�IAINI��IC� Base ��I�� ' �■��..� ' ■■■■■■I ■■■.■■I . . . .. �� a I�V � I< � I� ��O �� , / I N I G S�ER MEC. PARTIAL RAT� SCHEDULE S�w�r � pLOMM8II7G FIXTURE RATES: •,• �� O. X a200 a �� Number PYxtures . . . . . . . . . . . . . F1�ture Flxture Opening . . . . . . . . . . . x 31.50 a - New Fixture Old Opening . . . . . . . . . . x a1.50 ;�_. Catch Basin . . . . . . . . . . . . . . . . . . . . x a3.25 a Water Heater ;Up to 99,000 BTU) .... _�_ x a3.00 j `3' � New Ground Run Old Bldg. . . . . . . . . x a3.25 $ F•I�ctric Wat�r ii�at�r . . . . . . . . . . . . . . s =2.00 = 3J18 FITTING FEEB: NO. R11TE TOTAL lst 3 Ffxtures • . . • • • • • . • • • . . • . • � x s2.00 ; �. � Additional l�ixtures . . . . ... ..... . . . . . x = .7b ; Gas Ran�e to 199,000 BTU .. .,.. .... .... x a6.0U � REPAIRS �c ALTERI►TIOIf�–R�i�r to Cod� Descriptlon . . . . . . . . . . .. . . .. . ... . .... . . . . ... . . .. . ... . .... . ; .. � t% 1"O�PAI.. l�EE � °'�'� S !> City of PYidley: The undersigned hereby makes application tor a permit for the vroak herei specified, agreefng to do all work in strlct accordance with the Cit,! Qrdinance and ruling oi the Department oi Buildinga, and hereby decluea that alI the facl and representaUons stated in this appHcation are true and conect Fridley, Minn .�I�✓, �l•-- „ 19LJ .• Owner � C /T/�� /�� ! L �� ! � Kind ot Building F�•�r Used as �/��' To be completed about ,��'�� Estimated Cost, a � �Qd . � Old—New. Building Permit No. Permit No. �� `�- j Signed /`f�%_ ��'� 1 �L- (�0,�'f'�� C �+`• B,,�� a�2�"r� � � Business Phune No 5 �� -� " ROUGH FIN11L � e App�callo� 1�or'ow�r MaM�s and H�a�g, Cooling, Yenh'totioe, R�Eig�ration a�d Air C►ondhia�ing Slrst�nis ard D�vic�s PARTIAL fUTE SCHEDULE tiR1lV*TY WAAI�! J1IR: 11J1TE TOTAL lLrnace Shell d� Duct Work . . . . . . . . . . . . . . . . . .;10.00 � Replacement of P1�rnace . . .. . . . .. .. . . . . 6.00 � Repairs dc Alterations--up to =500.00 6.pp ; _. ___� Repairs dc Alterationa each add. �,500,00 . 3.W �__ _ �_ 1iECH. WAA�d 11IA P1u�nace SheU dc Dnct Work to 190,000 BTfJ ..:... .. .. a10.00 � 0. 0 0 etch add. QQ,000 BTtT ............. ... .... .. 3.W i RePlace�nent of Ptirnace . . 6.00 � Repairs d� Alterations--up fo 5�0.00 8.00 = Repairs & Alterations each add. :500.00 3.pp = STEAM or HOT WATER SYSTE�t fl�rnace SheII & Lines—to 400 sq. tt. ED�t Steam �rnace Shell & Line--to 640 sq. ft. EDR Hot Water Each add. 200 aq. ft. EDR Stesm Each add. 320 sq. R. EDR Hot Water �io.00 a. I0.00 S_ 9.tlt1 �_- - --- . _ 3.00 �._ OIL BIIRNER—to 3 gal. per hour g_pp ; _ over 3 gal. per hour—See Fee Schedule c1►s sUItNER cup to 199,000 BTtA ... 6.0� : 5. 0 0 oves 199,000 BTtJ See F» sch�dul� GAS FITTING FEES: 110 RJ►TE TOTAL lst 3�xtures ... ,� Z�p : 2. 0 0 Additional Fixttmes x 9b ; c� Ran� �o ias.000 .. � a�ou i ua co�tnirro�a p�ur �r►rixe s�rs�e v�n�a►ru�a avsra ALrE�u►riows � nEr�uns ROUGH t�n��u. � - � 2 - 7 5� � FN ie6�da4 ro�r�. �aa � � n.�. of Biaq.. r�. seo-�ea _ �� te� 6800 Arthur St. NE.. � 0 ciey or �xa��.: The undersigned hereby makes application for a permit for the work hereir specified, agreeing to do all work in strict accordance with the City Otdibance: and ruling of the DepaT•tment of Buildings, and hereby declares that aIl the facts and representations stated in this application are true and correct. F�idley. Minn 1-23-74 lg _ own� Richard Miller Homes Kind of Buildin f rame g --- v� as -------- residentiaa._-- To be compieted about _ 3_-15-74 Estimated C�t, 1? $ 8. 0 0 5------- ._ ____.� Old—New. Building Permit No. P•rmit No. �7 J� DEdCAIPTiOlf OF WOAa HEATING or POWER PLANT3--St�eam, Hot Water, Wum Air—No Trade Name Westinghouse s� Ne FGUB-165S capacity 16 SM �� E�g B,� H.P Tota� connectea t,oaa 9 2. 5 5 3 g� �� ga s suRrrEx — �aae xa••+e WestinQ�euse � � FGUB-165S Capadtr 16 SM sq. �'t. E.D.Zt _ g� "` �� i�! � .50 surcharge SALESMAN: � �,17.50 (REM4RKf—OVER) John V. Borry #4604B Heat loss attac ed Q Si�ne G %� �o � Hy_ FRED Vn��° fl �IEATING & AIR COf�i��: � �� e �a260 Gorham Ave, u ; i� lauls Parlt, Mmnesota y; _ �� __ _ ..- �. � _ . . . .. , . , ,. . j: �. , r ' . . : , . . . � �w� ,., � �- � . �' �"' J "� - � / , i — . � •' � .f • � �...:� ... ,..e ._. .. _ � � i � ... - .' . � � t�.t'%'.-C-rv _� i �ar �oss cAi.cu�►noNS � .� � � �,. � _ � � �'eathentrips A•S' • • � Construction No. Icuulation , Guide Windows I Doora ReEerence Out. Wall lnt. Wall Ceiling Roof F1oo� Kind How Applied Yes— o Yes—No 19_ FI.� _��;,�_�;;r Room Length� 9 Width ?- Heighc;% i� FI.I ;.' J', .,;^ . Room L.ength ��" Width -�'. Height Windowe and Doors—Crackage and Area Windows and Doora—Craelcage and Area � tVldth �Hei��t No. o[ Lln�al tt. Area Wldtr HeliAt No. ot Llns�l tt: Aroa - � No. of pane of Dane li�hu t crack �a. tt. No. ot pan• of D�ne Iltht• o[ cr ck �Q!tt. � � ' ., • ^ p � . � � � c � 1 � �J [. C� � , , ... . ` � , /- � J , . � , . . �� %1� : - �� ,�s�G c.,q� ��•� �" � 1 tr . � . 4 � s� il % ' � � �,�'' . ' � ' � ! � ::- ,; '�..- � . � � ,�c1 Coef. Btu Coef. Bcu In6ltration �� .r , �: � �' �` Infiltration "� "'�' � "`�' �' C. ' : Glass �l �* Glaas ;� " -� � Exp. wall �r'.� `.'r ��%) �� Exp. wall � � c! t-! Net exp. wal{ r' �'� .. "7 % J�C''' t.�' Net exp. wai) c) ,,, % .r� �.. !, Int. wall lnt. •rall Ceiling 1�tfJ,. C�._rR..) �' � Caiing.,,. d �'' � U C Fluor .� Floor � " • Toeal Bcu. •� <� `'••' ' ° Tocal Bcu. �r 1 �' Requircd sq. h. E.D.R. or sq. in�. W.A. Leader area Requircd sq. ft. E.D.R. or sq. ins. W.A. Leader ares Fl.t?;�;,... �.,; .-: , Room � Length ,:;� ., Width �J Height �Q c'-. FI ►:k-�-;,�,: . Room I L.ength /- Width/J eig t�,- %�..< Windows and Door�--Cracka�e and Area Windows and Doors—Crackage and Arca � WIOth H�I�At No. ol Llneal tt. Aro� .� �� Wldth Het{ht No. of Lfntsl It. �Are� � � No. ot pans ot p�n• Il�ra ot cnck p. tt. No. ot Dans ot D�ns Il��t� ot crack p. tt. , �. � � . �? �'� C.�", ._. /J rre ^ .. . . . . . . . 1 ,.; �> ��-.� '• �' i � �v � �• —,'F` ;r �-� �' /; •l •'� "� � � � � � � � Coef. Btu _ - f, tu lnfiltration ` _ �,� ;,p' , . Gles� ;,; . ,,. �tp. wau , ' ,.�� . . Net e:p. wall �- r, 1-' , Int. wall Ceiling -�- �p . ��i/� tit'` . �loor Total Btu. C' Required sq. ft. E.D.R. or sq. ins. W.A. Leader area I " �'I. ;..,�,�� Room Lee�th >- Width ��' Heig Windowa and Doors—Cracka�e and Area w�ain H.isne No. ot L�n•ai ti. wrea � No. ot Dan• ot D«e It�Ab ot crack �p. tt. 4�� - c'7 ,;� � Coef. Btu � ln6ltra�ion °� t; �.,..---' / G• r --< ? • C,lass Ezp. wall , � ' N�c e:p. w.11 ��, ��1,. Int. wall Ceiling aa �o:' - f loor µr.. _.. 'fotal Btu. -,� ��, ,t, � ,Required aq. ft. E.D.R. or �q. in�. R►.A. Leader area / Fl. !, s� -� ;?< Room � LenQth ';- — Width t:. Height r'' �': � Windows and Doon--Crackage and Area U w�aih HN�At Ne. ot Lf�eal tt. Area . . � No. of pan� at pan� II�At� o! erack �e. ti. ' . . . . � . 1n61tration � ,: � ` . �— Glass Exp. wall ...?...-' ' Net exp. wall Int. wall Ceiling Floor Total Btu. e I,� _. _�f _� — ,"� / ./ ;,� ,�:. �,� s-• .� ! � �1 � . :,.J F r f..� :. Required sq. ft. E.D.R. or aq. iris. W.A. Leader srea l,� - >. FFl� �' � �r Room I Length Width �., Heigh[7 � Windows and Doors—Crackage and Area Wtdth Hef�At No. oL Ltneal lt. An� � .� / �� No. ot Dane � ot D�n� Il�ht� ot craek p. !t. �. �� L� : ti �t :� - ;.: 7 . . ) . � .C--f� � �'. .f, � q�1 �� . � Infilttation Glaaa Eup. wall ,/? " `�%/IA.n�< Net e:p. wall • �r' ?, - ) � Int. wall efl� ' �ti ,� �, ^ � ,� Ce�ling � F°-�:='_ � � � ref. Btu ' .' ��. : ,4''� ' � Floor -/ I- e;,? r �! �,..,, �„ Total Btu. �_.: � �r .� Required sq. ft. E.D.R. or �q. ins. WA. Leadet ana / Fl �:;-. '.' `, RoomlL.ength / % Width /;> Height�'!��: Windows and Doors---Cracka e and Area � ... ..:.... .. . . �..., . . �Wld'r1t � H�el�ttt' � ' � No. o[ �� Llnext ff: 4re�i � � No. ot Dan• ot Dan• �� Il�hb � ot cr�ck �p.� tt. . . —. . . :� � � .`'' �.� � .. � . �.. ��/— ;. Coef. Bcu Coef. 8tu 1n61tratioa °" % � ,/ t . . . .- . Infiltration ` �i '.F,�+ -. � . . , 4 � • '� X Gla�� Glaaa '"!'. ;! / � � . Ezp. wall . E.xp. wall :� � /.� s� �-. - .,,, _ - ; Net e:p. wall Net exp. wall ,`. y i,, �, � (nt. wall Int. wall Ceiling ` , ..,, ;,r ;� :_a Ceiling _ }'loor Floor •.' ' :r: a`f�l�. �':'=,1 y...� Total Btu. /.. ;;� i-, Tota) Btu. .y� s v'' Required �q. ft. E.D.R. or w. ins. W.A. Leader an� /, Required sq. ft. E.D.R. o� sQ. ins. WA. Leader ��+ea / . « � � � �. � � , . .. ; 4 � � . � � . . . . ,: , , � _ _ ..� :�_-"°> . ��: � _ ., . . , ` - � �. �ar Loss cat.cu�►noNs Weathentrips A'S' ' ' Cod�fruction N� Guide � � Windows I Doon Referente Out. WaU Int. Wall Ceiling Yes—No Yes—No 19_ ' Room Len th Width r F1 ^� -. �; g / Height ;' <, - Windowe and Doora—Cracl�age and Area tVlath Hei�nt No. ot Llneal tt. Are• . . � No. ot p►ne ot pane ISifits ot cr ck �O. tt. � . r . � ., .. � � �1.. �e! `!-.. �1�� / t.;,/ r/ . >n =" c� _ / t Coef. Bcu - " Inhltration �}:. ' ) i' Glaes � 6a r '. �� F�cp. waU % { �- ��-----�.._ _ Net exp. waU '" � r' Int. wail Ceiling Fl�or ,. � ��:: ' � 7'otal Btu. �-.-/,; ° Required sq. ft. E.D.R. or aq. ins. W.A. L.eader area / F1 �:;r,�.- '�,: Room � Length � Width i��' Height ,� �;.�:'-- Windows and Doors--Crackage and Area Wldth H�I�h{ No. of Lloaal IL Are� � _ No: of pans of Dan• Il�hu. ot cnck p. t[. � � - Coef. Btu lnfiltration �;�-�� ;,; .. :�. f ,- . � Glau Eup. wall ,.� � � ' rf .A c,� . Net eap. wall ,a,_-� gp .�• � &- �. Int. waU . ; � ,�j' f' Ceiling ' „�., Floor �1� , e' -� � .� • � Total Btu. ,,,�.- ;� _�" Required sq. ft. E.D.R. or �q. ins. W.A. Leader area �,�j �I. �`'-. � � :� Room l.ength Width ^ t': . Height I Windowa and Doors—CracluQe and Area W10th H�t�rt No. ot Ltn��l !t. Area NO. of pan• ot Dan� IItAI� ot cr ck �p. tt. �- � I . Q � � � ,-, ,1 .�' � -"� c6 O• � ' � ' %3" . � �:`�'a � , Coef. $w In6ltraiion — — -- - � / t :.% � Q /_ G � Gla�s F�cp. waD ��3 • Net exp. wall lnt. wall � Ceiling Floor 7ota) Btu. a ✓i'y � c�^ �� %/ � I Required iq. ft. E.D.R. or �q. in�. W.A. Leader area ' Ft. Room ( Length Width Heigfit Windows and Doors—Cracicage and Area �. w�ein H�i�ni No. ot LIn�aI tt. Aro� � No. o! pan• ot Dan� � II�At• ot crack �Q. ft. .�. Coef. Btu Infiltration , Glau Exp. wap Net exp. wall int. wall Ceiling Floor Total Btu. � Required sq. ft. E.D.R. or �q. ins. W.A. Leader area r, lnwlation Roof F1oor Kind How Applied FI.� Room L.ength Width Height Windowa and DoorE--Crackage and Area WIdtA Hel[ht No. ot Llne�l tt. Aru . .. �� No. ot p�n• ot Dane U��t• ot crack �a. t[. �. Coef. � Btu In6ltration Glaas Exp. wall Net exp. wall Int. •aall Ce.�ing Floor , Total Btu. Required aq. ft. E.D.R. or aq. ins. W.A. Leader area Ft.l Room I Length Width eig t Windows and Doors—Crackage snd Ares wldth Hel��t No. o[ Llns�l ft. �� Aro* � � . No. ot pans ot Dan� Il�ht� ot crack W. [t. � . . f. cu In6ltration Glaa Exp. wall . . Net e:p. wall Int. watl Cei�ing Floor Total Bt�e. Required aq. ft. E.D.R. or aq. ins. W.A. Leader area � FI.` Room 1 L.ength Rlidth , Height Windows and Doors--C�ackage and Aroa Wldth Hel�ht No. ot Llnul tt. ArH . .� No. o[ pu�s ot D�n• Iliht• ot�craC6 �p. tt. - � Coef. Btu Infiltration Gleas F�cp. wall Nec exp. wall Int. wall Ceiling ` F{oor Total Btu. ' Required sq. ft. E.D.R. or sQ. ins. WA. Leader area �' • Fl.� Room I Length --- -- Width --- Height � Wendows end Doors—Cracicage and Acea . Wldth Hel�ht No. ot Llne�l !t. � wro� � � . . � � No. ot pan• o[ Dan� Il��t� ot crack p. tt. Coef. Btu In6ltration Glaas Exp. wall Net exp. wa0 Int. wall Ceiling Floor Total Btu. Required sq. ft. E.D.R. or sq. ins. WA. Leader atra , � ADDRESS OCCUPANT HOUSE HEATfNG TEST RECORD APT. FLOOR CITY SUB�1R6 OWN E R �° HEAT LO55 DATE HTG. INST. SOLD BY �`� ✓..- GAS CO. METER BADGE � , � INSTALLEDBY ` '-�r ; .��" Electrical Work By Gas Line By � F, �� '` � TYPE OF HEAT GA FA � HW STEAM SPACE HTR. UNIT HTR. OTMER � �. GAS DESIGN CONVERSION MAKE ''� �"> Model d"'��' �; MAKE OF BURNER '' ' � �'� "� ,�� r, � , Model � 5eria1 Max. BTU Rating t'`f INPUT �'� �� -fY i�' � MAKE OF FURNACE `` Model _ CONTROLS THERMOSTAT ,¢'"�' �^��' Heat Plug Valve ��` '� Limit — �`�' . t =- Limit Setting �,-';`'`- Fan SeTting '��"''� ^ ' Pilot Type �!' r'° ' Pitot Make i'.s'` �i'` Vent Size .d � KiNO OF LINER "� �� a= r�r�` SIZE '�' „rNQNE Draft Hood Regularor �''f r "� Fi iters Size Number �, Chimney Loeation Inside -' Outside Chimney Construefion - �'� ''" �� f��' Pilot Model °' Smoke Bomb r'`'� Wiring ; Pilot Timing �',�'� :%�x`f Draft `''� Test Tag `�' L.W. Cut Off Door Prossuro 4 Lighting Insb ='=� Pressuro -� Pereenf CO2 �'� Date Tested •y � �'` `� ' �� Input CFH,�'` r�'" Pereent 02 �� r.� r� "` , � Company Testing �''"'� , r' Stack Temp.�:� �� ' Percent CO �'� Name of Tester Fo�m 235 �i4y of Fridley _ APP�ication for Plwnbi�q and Gat Fi�q hn■ir Dept. of Bldq�. Phon� 560-3490 DESCHIPTION OF WORE ��j � IdumMr, Kiad aad Local�on oi Fixtures ��°° * N�w Fixtur�, Old Oy�aiaqs S�w�s � PARTIAL RATE SCHEDULE PL�MMSIMG FI]CTURE RATES: NO. RATE TOTAL � Number Flxtures . . . . . . . . . . . . . . . . �S x a200 a o, D, D b fi�ture Flxture Opening . . . . . . . . . . . x a1.50 ; _ New Fixture Old Opening . . . . . . . . . . . x a1.50 E�_ Catch Basin . . . . . . . . . . . . . . . . . . . . x �3.25 S Water Heater :Up to 99,000 BTU1. . . . .�` X �,pp : �• d � New Ground Run Old Bldg. . . . . . . . . x 53.25 � El�ctric Wat�s ii�at�r . . . . . . . . . . . . . . : :2.00 i 3A8 FITTING FEEB: NO. RATE TOTAL lst 3 Fixtures . . . • . . . . • . • . . . . . . / x �2.00 ;� Additional P'iztures . ... . ... ..... . . . . . x a .7b i Ga� Ran�e to 196.000 8'1`U .. .... .... ..... . x a6.0U 1 REpAIRS � ALTERIITIOI1b--R�i�s to Cod� Descriptlon . . . . . . . . ...... ............ . ...... . ...... ..... _ 1�O�PAL P'EE _ ��• `S� City of Plidley: � ��l" i �`° The undersigned hereby makes appllcation tor a permit tor the �ork herei sp�cified, agreeing to do $ll work in strict accordance with the Cit� Qtdinance and niling of the Department o1 Buildings, and hereby declarea that all the tact and representations stated in this application true and rnrrect .� Fridley, Minn � � � , 19�, Owner � /T�4/-�� /� /= � - Kind ot $uilding �_.,�d9?�/= Used as To be completed about ,,�� c � �C�'% 7� Estimated Cost, a �� ` 9id--New. Buitding Permit ROUGH i'INll1L �' � - 7 � No. P�rmit No. � /`� ' n � Signed � � � By � - .� _ f � Business Phune No. 645-3601 TW�.. �ITY TESTING AND ENGINEERING LABORATORY. INC. � � d.Wa.� ENGINEERS AND CHEMISTS gQ�cr, �� 662 Cromweil Avenue - St. Paul, Minn. 55114 :� y �`�► :�`�� PROPOSED RESIDENCE EXCAVATION INSPECTION ��gt� PROJECT: 6700 ARTHUR STREET owTE: Feb ary 1�, 1Q74 " FRIDLEY, MINNESOTA REPORTED TO: Ri chard Mi 11 er Homes, I i1C. FURNISHED BY: 1600 Rice Creek Road coP�ES To: Fridley Building Inspectian Fridley, MN 55421 Department Attn° Mr, Clark LABORATORY No. 9-5099 INTRODUCTION This report concerns the inspection we performed of the soil conditions in the footing areas at the above referenced project. The results of a preliminary soil investigation conducted at this site by Soil Exploration Company and reported to Dennis Ranstrom on July 13, 1973, were available for our use during the inspectione The report indicated the original ground surface sloped downward sharply from the south and central portions of the site toward Rice Creek in the east, north and weste However, within the proposed house area, the slope was gradually downward from the south to the north. The original report also indlcated the generalized sgil profile consisted of coarse alluvial soils in a relatively loose condition overlying glacial till at a considerable depthe We understand the building will be a one-story residence with a walkout basemer�te The structure will be supported on continuous strip perimeter footingse We have no �nformation regarding the actual building loads, but assume the foundation design rvas based on an allowable bearing capacity o�f up to 2000 psf, The footing elevat�orrs will vary from ap�roximately 84' in the northeast corner of the residence to 89° in the south portiono (Top of hydrant on Arthur Street Northeast culmde-sac equals elevation 100°)e The foundation plan is to carry the footings to the natural soilse The purpose of o�r inspectian was to grade would provide adequate support for the design requested by the building contractor to evaluate the by determining the angle of the slope with respect t distributiona INVESTIGATION designated elevations on the existing determine if the soils below footing unit loadingse Furthermore; we were stability of the surroundirrg terrain o proper° oversize for footing load On November 30, 1973, we performed a visual inspection of the footing excavationso Several shallow hand auger borings were put down to determine local subsurface conditionso The soils encountered were visually and manually classified in accardance with the Unified Soil Classification System and estimates were of their strength proRertieso In addition, we visually evaluated the stability of the structure with respect to the surrounding downward slopese Our hand auger borings in the footing areas indicated the underlying soil profile conm sisted generai�y of fine�-grained sand, which appeared to be in a somewhat loose to medium dense conditione Our observations indicated that in the portions of the footing areas nearest the relatively steep downward slope to Rice Creek the footings had been subcut 2' to 3' into the natural soiis. In addition, some fi11 had been placed on the slopes to reduce the slope angleo Approximate field evaluations of the slopes indicated a maximum angle between 30 and 40 degrees from the horizontalo A8 A MUTUAL PROT[CTION TO CLItNTi, TNL rU6LIC AND OURULV6i, ALL RClORTf AR! -�6U■MITT[D Af TX[ CONFID6NTIAL rItOPCRTY O► CLItNTl, AND AUTHOR- IZATION FOR PUB61CATtON OP fTAT6MLNTS� CONCLY/IONi OR !%TRACT� rROM 011 R6GARDINO OUR RBlORTi li Rtf[RY[D rCNDIN6 OUR WRITTEN APPROVAL. 645-3601 TWIN_.�}ITY TESTING AND ENGINEERING LABORATORY, INC. �yd.�N,,,F„o� ENGINEERS AND CHEMISTS ypeCp�o _ ; 662 Cromwell Avenue - St. Paul, Minn. 55114 � Z �� 4� REPORT oF: EXCAVATION INSPECTION ,. s � s� on-rE: February 12, 1974 LABORATORY Na 9-5099 PAGE: 2 CONCLUSIONS Based on the results of the preliminary soil investigation and our on-site inspection, it is our opinion the soi'[ network underlying the structure will provide adequate support for the relatively Tight unit loadingse In addition, providing proper upkeep of the slopes is maintained, such as fostering vegetation and inhibiting the formation of deep drainaye channels down the slopes in the vicinity of the structure; we would not anticipate any slope instability that would have a detrimental affect on the structureo We are enclosing an information sheet concerning precautions to be observed during winter construction. TWIN CITY TESTING AND ENGINEERING LABORAiORY, INCe G;l� �:��-v �� Wayne Kilker, P.E. WK: rs AS A MUTUAL PROTECTION TO CLI[NTY, TH! PUBLIC AND OURSCLVlS. ALL RlPORT9 AR! BUBMITT6D A9 TNE CONFIDlNTtAL PROP6RTY OP CLIENTS, AND AUTHOR- IZATION FOR PUBLICATION OF BTATEM6NT6. CONCLUBION• OR EXTRACTS FROM OR R66ARDING OUR REPORTB IS RESHRV6D PENDING OUR WRITT6N APPROVAL. �. � r �' FROST PRECAUTIONS FOR COLD WEATHER CONSTRUCTION During cold weather, frost poses a constant problem for construction. As frozen soils undergo a moisture volume expansion, we strongly recom�nend that frozen soils never be used as fill material. Similarly, we recommend that fill soils not be placed over frozen materials. Winter excavation should be limited to the amQUnt of work that can be accomplished during the day's time. Consequently, footing trenches should be inspected to verify that all frozen matertals have been removed and concrete placed shortly after. The newly placed footings should be covered imnediately to both keep the cold out and maintain the heat of the concrete mass. The protective covering should be maintained until an adequate set has been achieved within the concrete, generally two days. Thereafter, the footings can be stripped and construction continued assuming a heated environment is being supplied. Backfilling operations, both interior and exterior, should be completed before temporary heating facilities are removed or during a time in which ambient temperatures will permit effective soil placement. In addition, interior footings or footings designed without frost pro- tection should be extended below frost depth unless adequate precautions are taken to insure against frost intrusion. Upon enclosure of the structure, we recorr�nend that all floor slab areas receive ample periods of heat to allow thawing of the soil system. The floor slab areas should be periodically checked for remnant areas of frost and in-place density prior to slab placement. If more specific frost information or frost data concerning other construction materials are required, please contact us. TWIN CITY TESTING AND ENGINEERING LABORATORY, INC. 560-3450 . I�� J Q .�: �� `�''-�� . . . l.,i't o `.�`Ni �ie � ` `�-�`--�u;;�:', ��' � � t� � �� :,;�� . - � �:� '� . '�i-�F� � - . , � -J ' ANOKA COUNTY ��".� �;; � =-� r-�� ,, . �� . 6431 UNlVERSITY AVENUE NE March 25, 1974 FRIDLEY, MINNESOTA 55421 �:.� , (:t.{ � • • Richard Miller Homes � 1600 Rice Creek Road - Fridley, Minnesota 55432 Re: Verification Survey _ Deax Sirs : . According to our records, youx home.being built at 6700 Arthur Street N.E. on Lots 10 & 11, Block 1•, Rice Creek School Addn. has not been resuxveyed � si.nce your fonndation was completed. If you have a copy of this required survey in your file, will you �lease forward a copy to us. - If you have not yet had the survey made, please let this be a reminder to you that these verification surveys are a City requirement and that they ' are essential to meeti.ng the Czty Code. We hoge that this matter can be taken care of within the next 15 days so that more drastic steps will not have to be taken to gain compliar►ce. If you have any questions, please feel free to call me. ' �. Sincerely, • , � l !�iL�,1 . `�� c . cr�xx - _ Co�unity A�velopment Adm. - _: DGC/mh _ 560-3450 �ito �Nid�Ce � � 6431 UNtVERSITY AYENUE NE ANOKA COUNTY June 28, 1974 FRIDLEY, MINNESOTA 55421 Richard Miller Homes 1600 Rice Creek Road N.E. . � Fridley, Minnesota 55432 Re: 6700 Arthur Street N.E. Gentlemen: . We are sure you are aware of the problems that have occurred in conjunction with the construction of the home built at 6700 Arthur 5treet. We have had constant concern over the stability of the soils underlying the footings and embanlanent retainment around the structure. We requested and you have cooperated in getting the tests and necessary professional direction as to what the footing depths should be. Our previous inspections were made and it is our belief that the engineers recommendations were followed. However, sometime this spring, we noticed that : the east and north walls of the garage masonry walls were forced out by overloading the inside without proper support being placed on the outside. We routinely checked the garage before the flaor was poured and appaxently ' you were then in the process of correcting the problem with the walls going out. We red tagged the job at this point, stating you should not pour the floor without getting our approval on the correction method you planned to use. Now we find the floors poured, the red tag is still posted, and we still don't know what you did to correct the wall failures. We cannot final this buildinq in its present state without knowing what was done or who is responsible for what on the outside retainment. Therefore, we are proposing to set a meeting on the site for 1Q;30 A.M., July 2, 1974, between you,- , the City, and the homeawner. If you will not be able to meet at this time, please`let me know so a a�ore convenient time can be arranged. Sincerely, DARREL G. CLARK �/� Community Development Adm. - CC: Mr. Dennis Ranstrom �,.. . � ln,�"�"'� ,,. ;i`.��`;� r � , ��; 3, w�; � ; ��; ' ��'' °r'��"`�_� �� 1 �� \ 4 k� I � . � J...M�C 3� �1 �F }��FrJ._� ;I 1 � -rt j . �. . I kV �'� ��' L1; y'1 �vy � ��'i � .� -! 560-3�150 �L� o ��i�� ANOKA COUNTY 6�431 UNI\�ERSITY AY[NUE NE � July 11, 1974 FRIDLEY, MINNESOTA 55421 Mr. Aielvin Jm Forcl Ricl�ard T�iller Hames _ .. - 1600 Ri.ce Creek Road Id.E. , Fridley, Minne:7ata 55432 Re: 6700 Arthur Street - Garage Wall Repair Dear .Nir_ , Ford.: � i'he drawiiig that we �'ecently received from you on �he method of repair applied to the c,arage at 6700 Arthur Street N.E. is not acceptable because it. does not indi:cate the actual footing depths. We can not determzne from the c�rawing how far down into the block wa11s the correction re-bars were pla.ced nor doe:; it indicate what was done with the east wall. Ttie plar. or As Built, and it should be marked "As BuiI.t", must be signec� by bot:h you and the person doing the job. Also the City will hold it's fi.nal a�?proval for the garage until next spring to allow us time to revic�w the struci�ure after it has gone through some freeze and thaw cycles as wc;11 as time to allow for possible settlement if any is to take place. Tf you have any questions on i:his matter, please feel free to contact me. DGC�tnh Sincerely, DARREL G. CLARK Community Development Adm. ; �.� � �'/ ��.�� ' April 11, 1975 0 � v M O � tn N � c0 . Mr. Melvin J. Ford � Ri.chard Miller Homes � cu � 1600 Rice Creek Road N.E. � Fridley, Minnesota 55432 Q � . �O Re: 6700 Arthur St.reet N.E., Garage Wall Repair w z Dear Mr. Ford: z � � We were requested by the owner, Mr. Dennis Ranstrom, to inspect the J northea.st corner of the qarage foundation at 6700 Arthur Street. - o Subsequently we did make a field i.nspectian and noted no change in the � foundation to indicate any structural failure, however, I feel it is � � to early to tell since we have had unseasonably cold weather, and we � wi11 reserve final approval until late June or no later than July l, 1975. � Q W If you have any questions concerning this matter, please feel free to H contact me at 571-3450. � O z Sincerely, � W � Z W � • Q � ' � DARREL G. CLARK � Community Development Adm. w > z DGC/mh � CC: Mr. Dennis Ranstrom . � 6700 Arthur Street N.E. ca • � W F-� Z w U U > U . - . �� 5� �,� e�, �� .-- - _ ��. ' «�. ; � ,�a�,� ,�� . � �� ;t�;� � �; � �x � � �,� � �� -t,.�' a. ;; � PAR?IAL RATE SC�;�DULE a�avrrt wa� Ar�: l�'urssace StseYI & Duct �lork . . . . . . R.eplacement ot Ptirnac.Y . Repair� & Altcrations—up to fS00.00 ' Repairs & Alteratlons each add. 5500.00 ![LCH. WJ►R�t �IIR . FLrnace Shell dt Duct Woris to I:0,000 BTV � aaa. eo,000 aTV . .. .. . . . . ReDiactn►eat oi Furrszce Repain & Alterations--up to ;500.00 itegairs & Alterations each add. =300.00 STEAM oz HO? WATEA SYSi'Eb[ F�rnace Sheli Sc Lines—to 440 sq. tt. !'.DR Steum Furnace Shall & Line---to 640 sq. ft. EDR fiot Water Each add 20p aQ. ft. EDR Steam Each add. 320 sq. ft. EDR Hot Water OIL Bt]RIvER—to 3 gaL per hour over 3 gal. per hour—See Fee Schedule �u►n To3u. =10.00 � 6.00 $ 6.00 5�.� 3W � ..ai000 i 3.W i 6.OU � 6.00 � 3.0� _ �20.�J4 S 20.00 3. a.nn � 3.00 S 6.� S GAS nURHEA CuD to 1.99,000 BTU) 6.00 � over 199.000 BTL1 So� FN aeMdv]� GA8 FI'T'rINC F"ES: IIO RATE TOTAL 3st 3 Fsxtures xE 200 E Additional F'3xtures x .76 i-- _ Cas Range ta 199.004 :i b.Od i �IR COi�DYTIOItIlfO n►ir �►�usc s�rsrr�ar v�crn.�►rrxa srsr�ar u�arrarss � n�ra►rns aovas �u //—/?- �� State Surcharge � � � .�0 --�—•-- �.. r« 8c�duL � t0?�I. FEE ; �a � � I?�pt. o� �lsi�. Phuw 5�-34Q0 �`. / City o! �'ridley: ' The �sndersigned hereby makes apDlication for a peranit for the wori� Aerei� specified. agreeing to do all work in strict accordance with the CiYy Oniinancef- and ruling of the Departm�nt of Duildings, and hereby declares that aTt ,hx factt and representatiuns statc•d in this application sre true and cOrrect. Fl�idley, Minn �� V .�.---_-�,1� ,%� Owner � Jn., L:-�,i/b - �Q rrl2�MM , Kind ot Building �Jsed as . �a�tt�, q.�cal� _ To t�e compieted about, � �.�„7.� _ Estima?ed Cosc, S � � � O! New. Building Permit No: ___ P•rmit No. �AlYP1'IO� OF WORS HF.AT'ING or POWER PI.ANT3—�St.�am, FYot Water� Warm Air—No � Trade Name Siae No- by �— L/ 1 Capacily� I�.� _ Sq. 1�'t, E.D.R B'1't7 HF" TotaI Connected Liwd t IUnd oi 1Rui $UANF.R — Ttade I1�arr� Siu No . Capadty _ 3q. !t E.DA ST(T g;� a , i . .. _ / .. .. ,%, ! �G A�. . f , . . ..,� t+aM,►ws:..ovn�� . �. � � � :� _ � C� 1 I �F FRtDLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287 September 21, 1990 Subject: 6700 Arthur Street N.E. To Whom It May Concern: The subject property is located at the end of Arthur Street and contains a single family residence and garage. Rice Creek traverses along the north lot line. This area is designated as Zone A on the Flood Insurance Rate Map dated March 2, 1981. The Army Corps of Engineers in a publication dated November 1971 entitled "Flood Plain Information, Mississippi River and Rice Creek, Fridley and New Brighton, Minnesota", indicates that the most severe flood event would occur at the elevation of 856 feet. Information contained in the City of Fridley's address file shows that the basement elevation for the existing structure is 885 feet. Zone A of the FIRM map extends to the 856 foot elevation. The existing structure is not contained within Zone A, and is approximately 29 feet above the flood zone. Should you wish further information, please feel free to contact me at 572-3591. Sincer,�ly, $�frbara Dacy, AICP �/ Planning Coordinator BD/dn C-90-780 RAMSEY COUNTY COUNTY �� ANOKA COUNTY � -�' � � � � � �� STIN50 BLVD n . ( ' � -'} `+. : � l. ,: � t� � ' . • �%w � i � . ' 1 yJ� Y.�' '_��i�' ��{.V - ,,,� .� � } , .!` , ',,�. ' �`, ..7 t (,.`+��'��, �.ii QNE :�'� � �,;'r} $ ;��: � N , ;:�;,i:. n, , „;�;�:: , ,; ;$�,; :.' , ',, ,: ;;.*c,. - � �.�, '4; �' : s�l j +3ir ■'SY! b•: '.4'. �.Sv�r`YI�,:- 11 \ ZONE C ,� ��:, • C i �� f — �_ ) --_._- � APPROXIMATESCALE a� � 500 FEET � _ _ I _ 0 � �� NATIONAL FLOOD INSURANCE PR06RAM FIRM � f100D INSURANCE RATE MAP NE � CITY� OF � FRIDLEY, MINNESOTA ANOKA COUNTY PANEL 1 Of 4 COMMUNiTY-PANEL NUMBER 270013 0001 B Ef f ECTfYE DATE: MARCH 2, 198i federal emergency management agency federal inauranoe administration . SUBJECT City of Fridley AT THE TOP OF THE TWINS g U I L D I N G P E R M I T r � � � � � • COMMUNITY DEVELOPMENT DIV. v PROTECTIVE INSPECTION SEC. � ._._ r ; �; � . , � � �"'ti � CITY HALL Fi;IDLE� 55432 NUMBEF aEv �""'�'� �'' 612-571-3450 9t0-Ft5 JOB ADDRESS 6700 Arthur Street NE 1 LEGAL LOT NO. BLOCK TRACT OF AODITION DESCR. lO,ll 1 Ri.ce Creek Schoo 2 PROPERTY OWNER MAIL ADDRESS Michael Burzynski 6?QO Arthur Street NE 3 CONTRACTOR MAILADDRESS S ame 4 ARCHITECT OR DESIGNER MAIL ADORESS 5 ENGINEER MAIL ADDRESS 6 USE OF BUILDING Residential OATE 9/14/92 ZIP 21P ZIP PAGE Of � � 21543 ��7 APPROVEO BV SEE ATTACHED SHEET PHONE 574-7210 PHONE LICENSE NO. PHONE LICENSE NO. PHONE LICENSE NO. 7 CLASS OF WORK ❑ NEW � ADDITION ❑ ALTERATION � REPAIR ❑ MOVE O REMOVE 8 DESCRIBE WORK Reroof D�nrellin� (;23 Sc�uares) Teax-�o�f 9 CHANGE OF USE FROM TO STIPULATIONS Underlayment must camply with. State B..uilding Code. SEPARATE PERMITS ARE fiEOUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NUII ANO VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 OAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFV THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVIS�ONS OF IAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OA NOT. THE GRANTING Of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITV TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CON'RACTOR OR AUTHORIZED AGENT IDATE� lr� �/��loi� :�r, n ii c n iiF OWNER ILDEA� iDATE� ING I SO. FT iWLG. UNITS 1 STALLS �TION $1,219 T FEE $31,00 GROUP OCCUPANCVLOAD CU. FT. OFFSTREET PARKING IGARAGES SURTAX $,61 SAC CHARGE k'i,re SC $1.22 TOTALFEE y132 e 03 �f THIS IS Y^OUR PERM17^ _ il C.! � �� L./ � NEW ( ] ADDN [ ] ALTER ( ] CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXE5 R-1 AND R-2 Building Permit Applicatian Effective 3/1192 Construction Address: �.Q � 00 ��'� v� �� -fi- d� I(►�`� Ca Y%�1(� . S S �� Lega( Descri�tion: Owner Name & Address: �� r h,� �p ( 12 . 1� U'� � V Y1 � f�� Tel. # S'�? L/�a (� Contractor: � -� � � MN LICENSE # Address LIVING AREA: GARAGE AREA: DECK AREA- OTHER: Tel. # Attach to this application, a Certificate of Survey of the lot, with the proposed cocistruction drawn on it to scate. DESCRIPTION UF IMPROYEMENT �n�n wiarn Height Length Width Height Length Width Hgt/Ground �Q - � n�'S `�- o� � S (�' � Sq. Ft. Sq. Ft. Sq. Ft. Comer Lot [] Inside Lot [] Ft. Yd Setback Side Yard Setbacks Tyne of co�a,��aon: �r�a c�c: s �Z 11 �- _ Approx. Completion Dat�: j+- I-�a . - (Cost on Back) Driveway Curb Cut Width Nceded: Ft. + b Ft = Ft x$ _$ DATE: q- I U- �'(o� APPLICANT: Tel. # Permit Fee $ �� 0 Eire Surcharge $ % � ZZ° State Surcharge $ � � � SAC Charge $ License Surcharge $ Driveway Escrow $ Park Fee $ Sewer Main Char�e $ TOTAL $ �z � � STiPULATI0I�1S: ��iF�_��l1�� Fee Schedule on Reverse Side .001 of Permit Valuation (1/lOth%) $.50/$1,000 Valuation $700 per SAC Unit $5.00 (State Licensed Residen6al Contractors) Alt. "A" or Alt. "B" Above Fee Determined by Engi�eering Agreement Necessary [ J Not (�tecessary ( ] , ,, �.. . _ CITYOF FR[DLEY FRIDLEY MUN[C[PAL CENTER • 6431 UNIVERSITY AVE. N.E. FR[DLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287 September 15, 1992 Subject: 6700 Arthur Street N.E. To Whom It May Concern: The subject property is located at the end of Arthur Street and contains a single family residence and garage. Rice Creek traverses along the north lot line. This area is designated as Zone A on the Flood Insurance Rate Map dated March 2, 1981. The Army Corps of Engineers in a publication dated November 1971 entitled "Flood Plain Information, Mississippi River and Rice Creek, Fridley and New Brighton, Minnesota" indicates that the most severe flood event would occur at the elevation of 856 feet. Information contained in the City of Fridley's address file shows that the basement elevation for the existing structure is 885 feet. Zone A of the FIRM map extends to the 856 foot elevation. The existing structure is not contained within Zone A, and is approximately 29 feet above the flood zone. Should you wish further information, please feel free to contact me at 572-3590. rely, Barbara Dacy, AICP, Community Developm BD/dn C-92-276 Director �-. -_ "'�_ ^i : �, ,_=' I�� r��t�i� r�i�►�:T �AGE CORF, FAX i�0, 612486D301 F, 01 I��I�ir7d Mortga�� =-.=;;}u��vra�:.�n 2:�?�; iic� Str�Yi Suir� 11 � F?t�s�✓ili�, PvlinnesoCB 55�1,.^7-;�720 � +�� C�' . �� -� 'C�AC� ��; ��vG� ��t-1 � � �y� ( - r] �--L-� 1�� L� •`� � � - ��. t--- �` { �°� i— s �= � �� -_ �� t�,� - : -� �.�. F �^� 1 � t�: i ` ' C ; � ; ' �,T, 1 ,r- ► I An Irwrn Finanr.ipl �p�pgMy ��D��. "�� L�`T' i �� . ��t�� `�o� �� ,�� COt'� D� I�IC U��A ti�� C�C�� (1t�t� � ►� ! � �� C C�i� I (� I � � �--- 1 � '(�� . �� C-.� � �� 5 i �'j �.� , ` �; �t-',.�,�.�-1, � C�� !r� �o u� � �� 'P. t �� .�1��- � Y �o� ��-l�v� �� ,�� . - � � f�,� � r �� ` � � , � / �� • / . l � � iiI � . I s..� �t:'7�J V V V V - t�r �t�i �C� � �� I � � f �,1�:��;�,(_i3i_i1 �r �r; ,4 v . ).i...i _� _� - ` ,�� '�" �'TT`� t�F ��IIrLEY �—�" �, I �;i.��i; "i0� i ��HGE CORP, 1 �Fy� r TEL� Gt2-�71-i�87 FA� N0, 612 �860301 � � � �,�� _ �t�11�LkY P, 02 Ss� 21 �`�t� li�;4') lat�.�ir�4 P.Ul,�ti rit�f�! �:�" t�11_��It_ t��,�� C�LrrI L'ii ��a:1! tilrti�l-.Ie�I��Y Avt�.. N.I?. TRII�I li1', �IN 55.�.1�? � c�12� 57i.;�asa • FAX t612� 571•l2g7 � Se�te��ik�er 21 � 1990 � -- .. � - . p� ('-a�� - � 1J� �k�� , 7 .Y � ��j!�r r 1J' 'l� � (y 0� .�ubj�ctt 6zoa Arthur street H.�. � i . � � �� k 'I`�? W;�om I � M�y Coticerr�: /} �� !) �� (�u,�i� ��4 1 � t The sui��ec� pro�erty i€� located at th�. ��c.� aP At'�liuk' J�r�Qei; encl ccrntains 21 S�tic�l@ family xee��dence nntl garaye, ki.ce Creek t��v�rses ��ot�q the nartl� Io� 1it�e. Tl�is aret� 1� clesic��aterl ns ��;E� A�� L'1�e Floacl xtt��lr�tnCe R�ik.e Map dated Marc3Z 2, 19a1. Tt�c� A�my Ca�ps o� �r�c ineers in a�uu:lic�l:ior� clal.�d t�ov�mb�r 1971 +�+�titled "Fiood Pla�n Ta�iorma�ia►�, Mlasisaip�i Iziver and Ric� cr�ok, �'ricl].ey o�7d tdew Erigluto�i, Fiit�nesatt+", indicaLes tl�al- tl�e mas� eevere Flao� ever�t wauld o�cur �t �}�e elevatiot� of 85� I�eL-. 111PGLPF3a�i�i� contained ir� �Ii�'c�,ty oP Friclley's adclres� flle shaw� �I��k t;l.� basem�i�� eleval:ion far tt7e exiat;lrig sL•ruci�ure �s BB5 fe�t. Z�ite A o� t�tte FI�tM m7p exLenc�� ra tile �56 foot e�.eval.fan. Ti�e �xistin� st-ru�.t_ure ig r�r�t coYtta�ined w.it��ir► �orio A, a�nd is ��rp�CX.�tn��:e1.� 29 ��eL abQVe tiie floocl zone. st�oultl Xuu wislt ��r�h$x intormatiol�', plet��e �eel free, ta co��RCt me at 57�-�591. Sfr�ce `�l.Yr r/ . � f� ��.,,`"��- �,- - . V�'"'� , ` $ rl�� r Dacy, AZCR P1�tr�tirtg Coordi�natoz eD/dn i---�... . f ---,-_. __� � _ w�r+ !_� ��-�� l� -� _ _ _ .. _ . . _ , - _ _ . _ . . . . _ � � . _.��___. �� ' . 1 ; `d+;•• ��'yjt�w �,a :.,rWr�r+�ri��,W� ,. `;��~ , . . _ . � � ,,, _ , . . , . . - . _ . - - - - • � - ' J �: :�; � �� : # _� �. . , � i ►. :;. � i i i i ► � ,i: :t. ��. :�: :�• �, � � �� (, i_ '� i i. 'i• .t s 3 ;€: � �- °:� :i I; i' _I �� ;}- :►� i. , , �+ ,��r t• � '��'��y�! i 1 f, TF;f�li:�fai' � 1:�l3 �'EF'tJF'T �•�,. �ni;� ( --�•• ,'� )t. � �, +4 , I y ,� i � ► S ejijid�. ..,� ti �+' � " ' •�. � a � I � � , . .., ,.. �• �, . ` � i t+.��„':: M _ � �� - ��} �• � ,� ,f,'4�r t��r•��ly�.'�`i��t��'i�:r �. � -r� r � I s!'`��: ' ....-..:.,. '� �,� �;' � _ � "��, � � .�!': � ��; ��; , ' 3 .� �;'- .y ; � _.._ .,�i _ _ CITY OF F[ZIDLEY -� � �, . !`,, /'�j� �t %� � ��'-'-� % ,i i - --- . ��t "x/ FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN SS�132 •(612) 571-3450 • FAX (612) 571-1287 Oetober 6, 1992 Mr. & Mrs. M. Burzynski 6700 Arthur Street Fridley, MN 55432 Subject: Stream Bed and Bank Stabilization Program Dear Mr. & Mrs. Burzynski: PW92-185 At the City Council meeting of October 5, 1992, the Council reviewed your proposed stream bed and bank stabilization project to be incorporated in the Rice Creek Watershed District's project adjacent to your property. It is understood that the gabion wall portion of the project on your property is estimated at $20,475. It is also understood that the State will participate with 50% of the funding and the Rice Creek Watershed Distriet would contribute one-third of the remainder. Based upon the City's Storm Water Policy and their interest in reducing the sediment and erosion that is occurring in Rice Creek, the Council agreed to support your project and participate up to 50% of the remarning amount, not to exceed $3,415. In accordance with the Rice Creek Watershed District's requirements, I would suggest that you initiate the necessary agreements and obtain the permits. When this has been accomplished, please notify the City of the construction scheduie. Total cost of the. project and the various participation amounts need to be submitted to the City prior to payment of the City's share. If you have any questions in regard to this project, please let me know. Sincerely yours, �'z� John G. Flora Direetor of Public Works JGF:cz cc: RCWD � _ CITY OF FR[DLEY -, ✓ ' �� .. - , _. j.� . . � ��_,._ � � - . ' � %.<',� �..r FR[DLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FR(DLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287 Ociober 6, 1992 . Mr. Tom Hovey MN-DNR Div. of Waters. Metro Region 1200 Warner Rd St Paul, MN 55106 Subject: Permit 93-6053 Dear Mr. Hovey: PW92-i 86 At the City Council meeting of October 5, 1992, the Council agreed to support the Burzynski stream bed and bank stabilization project which is to be incorporated into the Rice Creek Watershed District's project on Rice Creek. The City supports this project as it will reduce the amount of erosion that is occurring in this area and the resulting sedimentation into the Rice Creek drainage systern. In addition to the State and District funding, the City will also be participating in the cost of this project. Request the DNR provide the necessary permitting for this project. If you have any questions in this regard, please contact me at 572-3550. Sincerely yours, .:f Y� -�-:�'.,�.. � -'John G. Flora Director of Public Works JGF:ez � ,� STATE OF LI�.1 U�J � � � �Lr--�1 DEPARTMENT PHONENO. M@tY'O Waters, 1200 772-7910 January 7, 1993 Mr. Michael Burzynski 6700 Arthur Street Fridley, Minnesota 55432 OF NA Warner Rd. ��:/� � ��,Q,,IW.w /'i<' — �___ _ _ �'�iil s�'/!/ �fF 'ES =1LE NO. RE: TITLE REGISTERED.PERMIT #93-6053, GABION EROSION CONTROL, RICE CREEK, CITY OF FRIDLEY, ANOKA COUNTY Dear Mr. Burzynski: Enclosed is DNR permit #93-6053 which authorizes construction of approximately 105 lineal feet of gabion erosion protection on the bank of Rice Creek. This permit must be title registered in the Office of the County Recorder (325 East Main Street, Anoka). The purpose of their registration is to insure the structure is maintained as specifically stated in General Provision #14 of this permit. When you return the recorded permit to this office, we will forward a Notice of Permit Card to you. You do not have authorization to begin this work until you have received such Notice of Permit Card and posted same at project site. Please send the stamped copy to the following address: DNR METRO REGION WATERS 1200 Warner Road St. Paul, Minnesota 55106 If yau have any questions concerning this matter, please call the Anoka County Recorder's Office (@ 421-4760 ext..1450) or our Metro Region office at 772-7910. Sincerely, L1 yd nudson Acting Regional Hydrologist Enclosure c: USCOE, T. Fell City of Fridley, J. Flora Anoka CD Rice Creek WSD, S. Woods DNR Wildlife, T. Wallace Conservation Officer, C. Brehm Central Waters, R. Anderson DNR Fisheries, B. Gilbertson AN EQUAL OPPORTUNITY• EMPLOYER PROTECTED WATERS PERMIT (to be RECORDED with the COUNTY RECORDER) P.A. Number 93-6053 Pursuant to Minnesota Statutes, Chapter 103, and on the basis of statementa and information contained in the permit application, letters, maps, and plans submitted by the applicant and other supporting data, all of which are made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below to change the course, current, or cross section of the following: rotected Water Couaty Rice Creek Anoka , ame of Applicaat elephone Number (include Area Code) Michael Burzynski (612) 574-7210 ddress (No. & Street, RFD, Box No., City, State, Zip Code) 6700 Arthur Street, Fridley, Minnesota 55432 uthorized to: Construct approximately 105 lineal feet of gabion erosion control along the bank of Rice Creek with riprap end protection; all as shown and described in application materials received 9/21/92 and provisions of this permit, urpose of Permit xpiration Date of Permit Erosion Control November 30, 1993 roperty described as: County Lot 10, Block 1, Rice Creek School Addition Anoka s Indicated: (8) s Indicated: (11) Does Not Apply the ordinary high water level Th�s permit is granted sub�ect to the ollowing GENERAL and SPECIAL PROVISIONS: 1. 2. 3. 4. 5. 6. 7. 8. OENERAL PROVISIONS This permit is permissive only and shall not release the Permittee from any liability or obligation imposed by Minnesota Statutes, Federal Law, or local ordinsnces relating thereto and shall remain in force subject to all conditions and limitatione now or hereafter impoaed by law. No change ehall be made, without written permission previously obtained from the Commissioner of Natural Resources, in the di.mensions, capacity, or Iocation of any items of work authorized hereunder. The Permittee shall grant accesa to the site at all reasonable times during and after construction to authorized repreaentatives of the Commissioner of Natural Reaources for inspection of the work authorized hereunder. This Permit may be terminated by the Commissioner of Natural Resourcea at any time he/she deems it necessary for the conservation of water resources of the state, or in the interest of public health and welfare, or for violation of any of the provisiona of this permit, unless otherwise provided in the Special Provisions. Construction work authorized under this permit sha12 be completed on or before the date specified above. Upon written request to the Commissioner by the Permittee, stating the reason therefore, an extension of time may be obtained. The excavation of soil authorized herein shall not be construed to include the removal of orqanic matter (as indicated above) unless the area from which such organic matter is removed, is impervious, or is sealed by the application of bentonite after excavation. In all cases where the doing by the Permittee of anything authorized by this permit shall involve the taking, using, or damaging of any property righta or interests of any other person or persons, or of any publicly owned lands or improvementa thereon or interests therein, the Permittee, before proceeding therewith, shall obtain the written consent of aZl persons, agencies, or authorities concerned, and shall acquire all property, rights, and interests necessary therefore. This permit is permissive only. No liability shall be imposed by the State of Minnesota or any of its officers, agents, or employees, officially or personally, on account of the granting hereof, or on account of any damage to any peraon or property resulting from any act or omission of the Permittee or any of its agents, employees, or contractors relating to any matter hereunder. This permit ahall not be construed as estopping or limiting any legal claims or right of action of any person other than the state against the Permittee, its agents, employees, or contractors, for any damage 9. 10. 11. 12. 13. 14. 15. 16. or injury resultinq from any such act or omission, or as estopping or limiting any legal claim or right of action of the state against the Permittee, its agents, employeea, or contractors for violation of or failure to comply with the permit or applicable provisiona of law. No material excavated by authority of this permit nor material from any other source, except as specified herein, ahall be placed on any portion of the bed of said waters which lies below (as indicated above). Any extension of the surface of said waters resulting from work authorized by this permit ehall become protected waters and left open and unobstructed for use by the public. This permit ahall become effective on the date it is recorded in your County in the Office of the Recorder. The work affecting protected waters authorized herein shall not be commenced until a Notice of Permit has been conspicuously posted at the construction site and a copy of the recorded permit is posted on or near the premiaes upon which such work is conducted. A Notice of Permit will be issued by the Commissioner upon his receipt of a Certified copy of the recorded permit. All general and special provisions of this permit shall bind the Permittee, his heirs and assigns and shall run with the land. After completion of the project authorized, Permittee ahall supply the Department of Natural Resources with photoqraphs of the project area. Permittee shall maintain the authorized project in a stable and safe condition. At any time the Commissioner finds that the project is subject to instability, creates a navigation hazard, has become a public nuisance, or has fallen into a state of disrepair, he shall order the owner to repair the project within a specified time. Any Commissioner's Order terminating this permit may also require the Permittee, at his own expense, to remove within the time specified in said Order, any authorized project constructed under this permit and, if applicable, any authorized project in violation of this permit. Said Order shall also require the Permittee to restore, if necessary, the protected watera or beds thereof to the condition existing before the unauthorized activity. This permit does not obviate any requirement for federal assent from the U.S. Army Corps of Engineers, 1421 U.S. Post Office and Custom House, St. Paul, Minnesota 55101- 9808. SPECIAL PROVISIONB 1. The permittee shall comply with all rules, regulations, requirements, or standards of the Minnesota Pollution Control Agency and other applicable federal, state, or local agencies. 2. Permittee shall ensure that the contractor has received and thorouqhly understands all conditions of this permit. 3. Erosion control measures shall be adequately deaigned for the site characteristfcs. They may include staked haybales, diversion channels, sediment ponds, or sediment fences. They shall be installed in accordance with "Protectina Water Oualitv in Urban Areas - Beat Manaaement Practices for Minnesota" MPCA, October 1989, prior to commencement and maintained throughout the project. All exposed soil shall be stabilized as soon as possible and no later than 72 hours after the completion of the project. Topsoil should be used to re-dress disturbed soil areas and indigenous plant species should be used to revegetate disturbed areas whenever possible. 4. Upon completion of the authorized work, the permittee ehall submit representative photographs and any as-built surveys, as appropriate, of the project area to DNR Metro Region Waters (1200 Warner Road, St. Paul, MN 55106). 5. Where the work authorized by this permit involves the draining, filling or burning of wetlands not subject to D13R jurisdiction, the permittee shall not initiate any work under this permit until the permittee has obtained official approval from the responsible governmental unit as required by the Minnesota Wetlands Conservation Act of 1991. cc: USCOE, T. Fell City of Fridley, J. Flora Anoka CD Rice Creek WSD, S. Woods Conservation Officer, C. Brehm DNR Fisheries, B. Gilbertson DNR Wildlife, T. Wallace St. Paul Waters, R. Anderson horized Signature itle ate Lloyd W. Knudson!�V'Y/`� Acting Regional Hydrologist �— 7.. Attachment A Protected Waters Permit �93-6053 Mr. Michael Burzynski 6700 Arthur Street Fridley, Minnesota 55432 - 1.� STATE OF / � L��i�. ��:Q�� County of The foregoing instrument was acknowledged before me this � day of , 1993 by Lloyd W. Knudson, Acting Regional Hydrologist, for the Commissioner of Minnesota Department of Natural Resources. ary P lic Signature k nnnnnnnnnnnnnnnnnnnnnnnnnnnn�v,nnM a ,��"�.. IA�RY Sr.Hi�1ITZ ' ��` ± � tlOTARY PU3 ! F�I v,! .SOiA �?`'.�" � ,�`�' L v- . - C � , „ `> `��t � RAMSEY CO:1"!TY .... ; �. ` My Comm. Expires A�r. 2A, 1995 � � ■ VVWWWVVVVVVVWVVVW NVWW\NVW 7 � Rice Creel� 3585 LEXINGTON AVENUE NORTH, SUITE 37R ARDEN HILLS, MINNESOTA 55126-8016 TELEPHONE (612) 483-0634 March 19, 1993 Mr. and Mrs. Michael Burzynski 6700 Arthur St. Fridley, �Iinnesota 55432 Subject: Gabion wall construction Dear Mr. and Mrs. Michael Burzynski �r��Z�f %�% �' C, ��, : ,.;,---- /- �- ��,�;y�.. ,a„ ' .. Slti � � � �.! sy4�y �,,�, 7 N ,{*j: ii � : ( � . �� `}` ` � ` �' �f � � � � f ��„��; � � ;� t?'� s; I� it `� '�t tsi'�'' �:ri� tk r��" � �Y � �. � � ,.e .i,,,�. i y� � ,' i; , k�.wi� .- �, � r.; -,. f�.. �1 x �kr;�y `�. 9,: ^I� � � . ��s l i� . �ti� xl;. ��,r ,� , Buartl uf hianagen f2egul,u Mccling+. 1nJ .ind ath VVcdnc>d.�y, 3rd Thursday .,c sn��r�>�-�E>��- c�►y� r i.di liONIIA TUIlI'E, Ail�nu�. :>>,'t.. This letter is written to document our telephone conversations of the week of March 8, 19�3 in which you expressed concern about the orientaaon of the recently completed gabion w�ll. Briet7y stated, your concern was that the gabion wall did not appeaz to have been set as deeply as shown in the typical cross section included in the plans set. In response to your inquiry, I spoke with Mike Shuda who is the construction inspector for Montgomery Watson on this project and was present during construcdon. Mike revisited the site foilowing your telephone call and discussed his findings with me. Based on his follow-up inspection and both of our inspections during construction of the wall we feel the wall is properly constructed. The reasons for this conclusion are oudined below: The typical cross section shown in the plans is used to provide the contractor with general information relating to the construction of the praposed wall. The figure's primary_ purpose is to show that the baskets are not placed on the existing channel surface but ir�stead are ptaced ca an �excava�ed �tevel su.-face below the existing channel elevation. Your gabion wall was installed in an excavated area thus , providing a more stable foundation. The gabions were installed by first having a back hoe dig down in the channel bottuni and then lift/pull the bed material out towards the center of the creek. In order to place the baskets securely on the excavated area it is necessary to excavate a portion of the bed in front of the (eventual) face of the gabion wall. lfiis leads to more of the face being "exposed" even though the baskets were set below the historic channel bottom. • Additionally, more face of the wall became exposed as a result of moving the wall ' slightly nonh. We did this to accommodate your request to maximize the backslope co the existing embankment. Minor conections were made in the field to accommodate BOARD OF MANAGfRS EUGENEl.1't1tK�uN A. 1. CARDINAL, SR. G.A. SANDE ROGER L. OBERG H. G. IANCASTEIt ��1�5�'�(-T�� ANOKn COUNTY � RM�SEY COUNTY �WSHINGTON COUNTY Rnr�SfY WUN11 �r.� �� l�'.I � � i...rc w� unuirnucvv r...,�..1.:..0 [..o:�oo.� a]i1J�a . F��i1011�w��.i1.�j ... . ._._ f" N1r, and Mrs. Michael Burzynski _2_ March 19, 1993 this request which results in the bottom tier having more of its face exposed. This, combined with the minor channel excavation in the area resulted in che majority of the wall face being above the "new" channel bottom. � During construcdon of the gabion wall and excavation of the realigned channel a continuous shelf of heavy clay soils was encountered• While clay soils were expected �� near the channel bottom, the entire project site was finished off in the clay layer. This was advantageous because the clay layer is very al�on for the cab onr ll ht elf.annel bottom and also provides an extremely stable founda g Lasdy, we have confidence in the integrity of the wall based upon the design which was used. � standard gabion wall cross secdon is composed of 3 foot by 3 foot cubes stacked �slighdy offset. For the Rice Creek Pro}ect, a 4.5 foot deep by 3 foot high basket was used as a base. This extra deep base, combined with ti�e second tier being offset to the rear of the wall, results in a stable cross section which greatly resists "tipping" relative to the standard cross section. Because of uncertainties and variability along stream channels we used this more massive design to ensure a sound project. Your letter briefly mentioned the "warranty" on the wall. Standard specifications used on this project do, in fact, have a one year correction period: Extensions to this period would not be offered by the District and could not be offered by the contractor. We appreciate your contacting us with this concern and also a number of issues during the course of the wall construction. As indicated on wall�and excavated ha nel throug out lthe summ�r. monitoring the conditions of the gabi Please do not hesitate to contact us if you have any further quesdons. Sincerely, MONTGOMERY WATSON Engineers for the Dis ' Steven C. W s, P.E. District Engineer :rjs cc: District Office Michelle Ulrich SLR File March 31, 2006 ��1N 7�1�� Michael & Margaret Burzynski 6700 Arthur St. NE Fridley, MN 55432 4325 Pheasant Ridge Dr. NE #611 • Blaine, MN 55449-4539 Phone: 763-398-3070 • Fa�c: 763-398-3088 www.ricecreek.org Subject: Slope re-grading and potential floodplain alteration Dear Mr. and Ms. Burzynski: Rice Creek Watershed District was notified on 1Vlarch 29�', 2006 of soil being placed on the eastern upland portion and slope of your property, which is adjacent to Rice Creek. Per my inspection on March 29th, 2006 and our telephone conversation Mazch 31 �, 2006, you have agreed to submit a timeline and specifications for the erosion and sediment control practices you will �se to stabilize the bare soil on your property and to control sediment from entering the creek. We recommend the use of deep-rooted native vegetation to stabilize soil and to install silt fence or other Best Management Pra.ctice (BMP) to retain sediment witliin your property. The implementation timeline and the stabilization practices to be used should be submitted to RCWD by Friday, April7th, 2006. Sincere , Kelsey Hallcock District Inspector Cc: Layne Otteson, City of Fridley , Steve Hobbs, RCWD Administrator - ; _ _ Ken Powell, RCWD Permit Coordinator Maria Perez, RCWD Engineering Technician . BOARD OF ➢ Andrew J. Cardinal, Sr. Barbara A. Haake James A. Leroux Susan R. Oven Donald J. Steinke MANAGERS Anoka County Ramsey County Washing[or County Ramsey County Anoka County � Printed on 60% recycled. 30% posaw'numer paper usingvegaable baud'mkx � Great Grass From The Roots Up HYDROSEEDING & EROSION CONTROL DATE: 4/9/06 6053 Whited Avenue South Minnetonka, Minnesota 55345 Office 952-934-1795 Ce116'12-237-3065 INVOICE # 748390 Sold To: Mike Burzynski 6700 Arthurs Street Fridley MN. 55432 Date Description Square Cost Per Total Feet : S . Foot � 04/os/06 _ . Hydroseed steep slope � 4, 000 .12 $ 1680.00 project North side of house next to water shed district. • Zero Ground prepped this site. Used bonded fil�r matrix, MNDOT 350, low � grow fescue and rye grass `�J � � . �� l . S U B TOTAL: $ 1680.00 Minnesota State Tax 6.5% $ no Total Amount Due: - :. $1680.00 Payment terms: Net 10 davs. Balances over 30 davs subiect to 1.5-% interest. � Make checks payable to: HILL HYDROSEEDING 6053 Whited Avenue South Minnetonka, Minnesota 55345 Receipt # Fee: $ CITY OF FRIDLEY �ASiD ALTERATION PERMIT aPPLicarrr ii� � c �e � � . �JU ('ZVI� S �'i Tei. #�J (� � ' � ?� � � '7 � �l' Address �'��ao �r`t-h. � c' �' J�l E�'r; l� , CY� N. �.� �f 3 a �� _` � �_�.� � i � � ' I 'I� 1 � i �„- .�• : . 11 ► •'_ �l -- � i �� s �f t • _ � � � Address i C� i F(;pi DESCRIPTION OF PROPERTY � � -• i � — r . • - � � � � - • • I /[�. 1 , • � . • � . ._ �� _ 1 .�1: 1� Y �► � :-� 1: '-:- Y� � Value of Work: $ Starting Date: �T ,�)�n Completion Date: .i1_�� Source and Composition of Fill: (� 1 r, ,. P hinr- I� cii (�-I' -�'c�r9 nr� �`C��'r'U Gi' i 0 rt �,`�S -�-�ffo Ly �,s��• - � ;-.� �_- � � • y� ' o!: ' � i a_ i � � � � STIPULATIONS READ BEFORE SIGNING APPLICATION 1. A surety bond or certified check in the amount of $ (5% of value of work to be completed) must be submitted after approval of application and prior to any work commencing. This bond or check is to ensure satisfactory performance and compliance with the below stated stipulations. The surety bond or check shall be kept active until the completion of work and/or expiration of permit and can only be released by written notification of the City after a satisfactory final inspection has been performed by the City. 2. All access and street frontage of the land alteraiion site must be controlled by a fence, a minimum of four (4) feet in height. All entrances must have gates that are capable of being locked. 3. Only rock, sand, gravel, dirt, or similar natural earth fill is permitted. No concrete, asphalt, or demolition wastes will be permitted as fill unless a demolition landfill permit is first obtained from Anoka County. 4. Operations shall be limited to daylight hours and shall not interfere with the health and safety of surrounding residents and the premises shall be maintained at all times so as not to create a nuisance. 5. Any explosives used must be done so in accordance with Chapter 212, subsections 212.07.SA, .SB, .SC, .SD, and .SF. of the Fridley City Code and any other applicable standards, e.g. Federal, State, Industrial, etc. 6. At the end of each season's operations and no later than the last day of December each year, the site is to be left in a neat and orderly condition, with maximum slopes of 2:l with no overhang or vertical banks and with a level bottom. 7. On the Friday of each work week, or when required by the City, material from this operation that is found to exist on City streets shall be cleaned to the City's satisfaction by the applicant. 8. Upon comp[etion of (and a[teration operations, the Iand must be Ieft according to the plans and contours submitted witF� this application and planted with suitable vegetation to prevent erosion. 9. Upon completion of land alteration operations or expiration of this permit, an inspection will be made by the City of the premises and adjoining streets. Any damage found to have been caused by these operations will be corrected by the applicant upon notification by the City. `` J �� G'r/l�l�,� , �' � Applicant's Signature R .%' � . Property Owner's Signature �Y1c�;�a��'� �� s� Property Owner's Signature Recommended for Approval By: Approved By: PERMIT EXPII2ATION DATE: Date: Date: Date: � � • 1_ Date: Date: April 10, 2006 EE�( �VA�'�viS��D �iS�'�tlCi' Michael & Margaret Burzynski 6700 Arthur St. NE Fridley, MN 55432 4325 Pheasant Ridge Dr. NE #611 • Blaine, MN 55449-4539 Phone: 763-398-3070 • Fax: 763-398-3088 www.ricecreek.org Subject: Slope stabilization practices and timeline (RCWD # 06-021R) Dear Mr. and Ms. Burzynski: This letter is to confirm the approval of your soil stabilization plan, which was submitted on Friday Apri17`h, for the slope and bank of your property. It would be fine with RCWD that you add more soil to the bank, as long as you do not add a layer of soil deeper than 6 inches and you keep sediment from going down slope and entering the creek. The District Inspector will be visiting your site until it is completely stabilized. Maintenance of silt fence and other erosion control feature will be needed until the site is fully vegetated. Please remember that any future alteration of land needs a permit from the RCWD before initiating activities. S'ncerely, � aria F. erez � Engineer Technician Rice Creek Watershed District Cc: City of Fridley District Inspector RCWD File 06-021R BOARD OF ➢ Andrew J. Cardinal, Sr. Barbara A. Haake )ames A. Leroux Susan R. Oven Donald ). Steinke MANAGERS Anoka County Ramsey County Washington County Ramsey County Anoka County � rrinrea on 6osc .ecycka. wx pou-rnowme. w�per whie vK+oMe wue «�ks �e `% w �. /` i f EY,. = ... .: . � Y b.�� 1t, �:.�. i_: � � . . +S..I.� . .. � :' . , i��. .:; . . . �r . :' , � :dr � .�;'� �- ,�.. •--... _. �`_ ' c.,..G; � . � ..�i"iC�Cz; _ 5�j � // �A� / �N � � �. �4� .�