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AF - 40692��', r� � �,=i(; J ��-�. �'� , ; _ , _ � , . . . � � F . _ _ /� ' .. _ ti�; „ �,�r:.� �.,�>a l�_ , � - 1925 Oakcrest Avenu� Roseville, Minnesota 113 PROJECT: I 1'i /'��"- � , ,_ `��w"' `�.: _. , (6'i 2) 636-7744 l�� y� _ ��f/. lf�v .7 �i'� - REPORT OF SUI3SURFAC� IIQVESTIGATION LOTS 3, 4, 7& 8; BLCICK 1 I;INSBRUCK NORTH, SECOND AJ�DITION FRIDLEY, MINNES�OTA IZEPORTr.D TO: DaVEkNE COi2PCRATION 1393 - 1GTH AVENUE N.W. NEW BRIGHTON, MID�TESOTA 55112 GEC JOB NO: 1�89 D�TE: APRIL 20, 19i? , I1V'TRODUCTION T�tiis r�por� concerns our investiga�tion of the subsurface conditions at the referenced project. The investigation included drilling thiriceen test bori.ngs,��takiny water 1eve1 measurements, analyzing the resultarat information, and preparing recommendations for th� de��gn anc� construc�ion o� foundatiQ ns and floor slak�s. Attached s)c�tches give the locations of the borings. SITE CONDITIONS The four lats tested are located in Block 1 of Innsbruck North Second Adclition. � I,ots 3 and 4 are located on the east sid� of East Danub� Road. A house is presently being constructed in Lot 2, north of Lq.t 3. A house already exists in ?�ot 5, south of Lot 4. A low lying ar�a exists in the center o� the two lots. Lots 7 and 8 are located southeast of East Danube Road. F:ouses presently exist both to the north and wes� of Lots 7 and 8. A low lying swam� ar'ea exists in apgroximately the �en•ter•of the two lots. NYDROLOGY. SOIL AND FOUNDATION ENGINEERING e TEST BORINGS '�� MATERIALS TESTING � PERCOLATION TESTING o ENGINEERIivG GEOLOGY e CONSTRUCTION INSPECTION .��--..�-:�r.�.s,r .�.��_�,-. .4...t,.�..�..�,-_-...:��,.�_r_r.�T.,..�,.�� .-.�.,.��,.._.,.,,.,._.. s:-,�„ �:��.,x--.�..- �� !r 0 0 A � GEC�#1289 . Page 2 A wet land and pond area is present immediaicely to the rear of the four lots. TEST BORINGS Thirteen borings, numbered 1-11, 5A and 7A, were drilled on April 7 and 11, 1977. The boring locations are shown an the attached sketches. The borings, with the exception of borings #3 and #4; were done in the areas agreed on by the client and us on April 1, 1977. Originally, one boring had been planneci in the area of borings #3 and #4. However, at the client's request to fur�ther define the sub- surface conditions in the low lying swamp area, an additional boring was done. Boring elevations were referenced to the top of a fire hydrant located on the wes� side of East Danube Rqtad across from'Lot 5. � A temporary bench mark, the top nut•of the fire hydran�t, of 100' was used. The bo�ings were made using the standard penetration - split spoon method. Refer to the attached sheets for additional information regarding the test boring and sampling procedures. `` The soils were classified in accordance with the ASTM Visual - Manual Method (ASTM D 2488). Refer to the attached sheet for a description of the classification method. .� The logs of the borings are attached. Each log shows: the depths to the boundaries between the soil layers; the description, classi- fication, and geologic identification of the soils; the surface elevation at the borinc�; water level measurements; the standard penetration resistance (N column); and other information. ReFer ��o4�c6�nlcel �n�6�r��rin� `:caa��tion I' \ � GEC #1289 Page 3 to the attached sh�ets for a description of the terminology used on logs. SUBSURFACE CONDITI�JNS Soil The basic soil deposits encountered a� the site consist of surficial soils and basal soils. The surf�cial soils include fill ma�.erial placed at the site, topsoil, swamp deposits, slope wash, and weathered soil. Z'Ysese materials are generally considered as unsuitable for foundation support because of the organic content of the soil or the degree of compaction of the fill. The basal soils include glacial ti11 and coarse alluvium. These soils are gen�ra].ly considered suitable for foundation support. � � .� Groundwater The water table information gathered is not straightforward. Water seeped into a number of the bore holes. A number of the samples also appeared waterbearing. . c° Borings #3 and #4 were done in a low lying area. In some cases, the upper sample s appeared waterbearing. The lower samples were not waterbearing. Water appeared in the bore holes a few days after th� borings had been completed. We feel the water table in this low lying area is possibly perched above the highly impermeable underlying clayey glacial till. ��:�chfll�i �caflin�ca�� C�r�a��t6o� ,/ X� �\ .�-,. ..<--°---•�._�.- _ . . . ,.—""---._z._. ..�...--...—s__—.:�.--..-._-._-,.-,.w.�.�,.....-,�-..;.-,........ , .. . ;�.,_ ... - _ . '?a+nz�r-�* ...,�--.e,..,...• .. "-�:r: 0 � � GEC �1289 Page 4 Water was standing in the low lying area of Lots 7 and 8. Th� eleva- tion of the top of the standing water at the time the borings were made was approximately 90.3'. Borings #7/7A and #8 were made at approximately the same elevation; yet the water in boring �#8 was a�proximately 6' above that in boring #7/7A. VeTe feel the realistic water elevation in this case is at approximately 90'. Here, again, the surface water has gathered in a low lying area and is perch�d above the underlying clayey glacial till. RECONiR'iEND�1TIONS Based on the N va�ues in the borings, it is our judgement that the basal soils will provide suitable structural support for the proposed buildings. We recommend a bearing pressure of up to 1000 psf. As previously mentioned, surficial soils, organic soil, and in- sufficien�ly compacted fill should no•� be used for supg�ort c�f founda- tions. Unsuitable material should be excavated and the exca�ation refilled with compacted fill. The depth to`, and elevation of, the bottom of the unsuitable material in.fhe borings is as follo6as: Boring No: 1 D�pth ( f t.): 6 i Elevation: 88i 2 3 4 5/5A 6 4 3 � i 0 2 91� 87 91 94i 91 7/7A 8 6 � 6� 89 i 88� 9 10 11 4 2� 1 85� 91 Z 91 � To_provide resistance against lateral stress distribution, excavation should be oversized at a l: 1 ratio beyond the edge og the proposed footing. Elevations of footings may be lowered to reduce the amount of filling needed to meet oversize �equirements. • G�t�ch�il�1 ��ln��r�ng Cor�S�e��So�s� 1 � � GEC #1289 Page 5 � ;.-.�_- .,_. ..�_...v_: _ _. -_ - ._ . _ . .., I _Fill should be placed in i' lifts and then compacted. '� - 1 Recommended density requirements for compacted fill are as .follo�+ts:----- - - -- � - - - - - Total �hickness of Fill Minimum Density - � � �,/ Standard Proctor) Less than 5' 90% 5' - 10' -- __— 95% Report Prepared By: Under the Supervision of: . . _ —`°'� -_ � � �haxles W. Bisek ------ - ober�t E. Pendergast, .E. _ _ . _ _ -. _ . _ _ - _ Minn . Reg . No . 8450 --- -- . -----:_.. -__-� __._..-_-._,- ---�- -..._ __.. __ ._ . --- - _.- _ . � ,_ p y - _. _ _.. _ _ _ _, � _ �_ � � � � ► � ��('� ,� I v � �a? �- I��otechnb�l �nglneertr� ��arc��n � � i �I � o ■ " -- _ . ��OT��CC�L ��0��i9�' (��Ai6�6�D GEG JOB NO: �-289 VERTICAL. SCALE: 1"-3' � LOG OF BUHIIJG N0. ]. i PROJECT: LOTS 3, 4, 7& 8, BLOCK 1, INNSI3RUCK NORTH - 2ND A1�DITION, FRIDLFY MI3 I OE ^TH, SURFACE EIEVATION: 95• �- SAMPLE F�ELD 8 �ACiORATORY 7EST5 ' F@ET DESCRIPTION AND CLASSIFICATION GEOLOGY N WB TvPE REC. MC DEN p �: CLAYEY SAND, fine grained, FILL 2 N SS 18 �- blac}c, tan & brown, with � trace o€ roots, with some �- wood at 2' - 3?' (SC) • 4 N SS 12 1! 3- 1 I 4 -- � SILTY SAND, gray, with lens � $_ of sand (slightly plastic 4 N SS 2 to plastic-SM) � s- --- . _-- - I � SAND & SZLTY CLAY, tan, with GLACIAL a trace of gravel, mo�ttled TILL 14 N SS 18 8 orange (CL) I e- I - - - - - i �o - 11 N SS 18 � ( ��- � � �a- SILTY SAND, fine grained, i r�ddish brown, w�th a trace 37 N SS 12 ' �a- of gravel, (slightly plastic � SM) � 4 � r k� 15 - 28 N SS 14 ts t�- V te- te- 20 - •, 21 DEPTN . ORILLIN(i NiETNOD WAYER IEVEL MEASU6tEMENYS � NOTE: REFER TO ; 3- DATE TIME SAMPLED �CASING CAVE-IN ORILLING WATER TME ATTACWED I O-�.4 Z; HSA DEPTH DEPTM DEPTH MUD LEVEL LEVEL � 4,�'� 1� 10 16 13 . � dY, SHEETS FOR ARI j 4�% r'J : 28 16 12 .]. dY, EXPLANATION OF � QuHiNG ( COMPLETED: 4 % %% TERMIMOLOGY I CREW CHIEF: CF R�G. Bomb ON THIS LOG i � - -- -- -- -- ' � ,.. ..,. .. , , u. . ._ , . _ �.�_ _,_. „ , _ . , �.� _ , � . . _ _ - _ - - s . �� - , G��"�C�G��a�AL �P�E°al6��&�� C�RPORAT'QOi� �GEC !00 N0: 1289 VERTICAL SCAIE� i"�3' ` LOG OF BORING N0. 2 P�o.,ECT: LOTS 3, 4, i& 8, T3LC)CY. 6, INNSBRi7CK NORTH - 2ND ADDITION FRIDLEY N�T QEnTH. �c,URFACfc El.@VATION: 95•6 N wB SAR7PLEj REC F�ELD 8 LAC90RATO,F�'{_T,�STS FEf.T pESCRIPTIOW I4RfD CLR�SSIFICATION GEOLOGY TYPE MC I DEN ��' • SILTY CLAY dark br��wn and 4 N SS 18 �_ black, (CL) FILL 2 ° S1�NDY CLAY, brown, with a 4 N SS 12 3' trace of gravel, (CL) ae SANDY CLAY, gray, with a GLACIAL 8 N SS 12 5- trace of gravel, (CL) TILL 6- -- - --- __ �- - 0 N SS 18 e . s- �a _ 3 ? SS 18 , 91 — _ ___ _ -._. _ 12— . 6 ? SS 18 13 SILTY SAND, fine grained, � �a- reddish brown, wi�h a trace � � ', of gravel, (slightly 24 N SS 17 �5- plastic-SM) lense of sand at 14-3/4' te »— . 18— 18 — +., �0 — .. �1 — I QEPTH . dRILLINO METNOD WATER LEVEL MEASUREPAENTS NOTE: REFER TO O—I� 1 HSA DATE TIME �AMPLED CASING CAVE-iN DRILIIAIG WATER TME A.RACHeo DEPTH DEPTH DEPTFI MUO LEVEL LEVEL _ _. _ SHEETS FOA APd 4 7 ,� I. 4�% 5: 22 16 1.3 . 4 dr EX�LANATION OF � t�u�iN� __ _ _ - _ _ TERMINOIOGY ! CO".�PLETED' 4 % %% CREW CHIEF: CF RIG; BOlnb - - -- ONTHISIOG � - ,. < ., _- ., _ .._ . ,..,., .�.._.. . . .,_...:,..... .,, . ._ . ._ t„ _. .,.. , .. .. .., _ _ . .� ..,-„ . _,... , �- ;�r, ,. . .,. �, r -. _ , _. _ _ . .... . ,.... � - . ['t�OT�CQ��ICAL E6�9G��I�G �O�l6�O�A�'�O�I �iEC .10� NO: 1289 VERTICAL SCALE: 1"�3' y LOG OF BUHING NO. 3 PROJECT: LOTS 3, 4, 7& 8, - BLOCK 6, � INi�TSBRUCK NORTH -. 2ND. ADDTTION, " FRIDLEY, MN OEVTN, SURFACE El@VATION: 90'� N W8 SAMPLF. REC F�ELD 8 LAE30RATORY TESTS �^ TYPE L L fEET DESrCRIFTION AND CLASSIFICR,TION GEOIOGY MC DEN � ORGANIC CLAYEY SILT, black, SWRMP -1 N SS 18 �_ (OL); and SILTY SAND (SM) DEP�SIT � - _ _.--------------- _,.._ r.__ _ _ _.__-�_.____._.�.� 3 _ _-- -- - .._. SILTY�SANDY CLAY, gray and a-- tan, with a---trac� -oi gravel, (CL) - - - - 5- _ _ _ e � 6 � SANDY CLAY, reddish brown, �o _ with a trace of gravel, (CL ) �� _ SANDY CLAY, tan & gray, with a trace of gravel, (CL) tz - 13- -_�_._�. --- ------------- - _...�_�. tA- .'__ _�-=--� ----:..- � --- -- -----= 16- ' ___ _:.� _.. 18- --..--_ _ _ .__ _ __ ,... w_� 17 - 18 - 19 - ,, �- . Tt - DEPTN . ORILLING METMOD 0=14�: HSA coti+��eTeo� 4/11/77 CREW CHIEF' CF RIG' B� -3� N� SS � 12 7� Y� SS � 18 GLACIAL TILL �4 N SS 1 � -21 N -SS Z4 -.�8 -N -SS 18 �j . 10 N SS 0 . WATER LEVEL MEASUREMENTS SAMPLED CASING CAVE-IN ORILLING WATER DATE TIME DEPTH OEPTH DEPTH MUD LEVEL LEVEI 4/11 A.C. 14 i 13.2 �'Y 4/11 5:25 14Z 13.0 12.� 4/15 10:00 __ 1.5 •F NOTE: REFER TO THE ATTACHED SHEETS FOR AN EXPLANATION OF TERA�INOLOGY ON THIS LOti � --G��T°� �''�� c 9�Q�"��lD�'�� C�W�S��4��8�� -- _- ..__-- _ _ _ �GEC J08 NO: 1�II9 VERTICAL SCALF: 1"-3' i lOG 0� LORING N0. . 4 PAOJECT: T,OTS 3, 4, 7& 8, BLOCK 6, Ir?NSI3RUCK NORTH - 21'r�i 1:DDITION, �'RIDLEY, _A�t7 .�,..... .�_�- _ OEYTH, �l. �j I fIELD A LAEtORATGNV TEST; �^ SUi1FACE ELEVATION: N �8 SP.IAP�F� p�C - r,___ FEET DESCFi1PT106d ANO CLASSIFICATIQN GEOLO�Y TYPE MC I DFN I�—�= RGP,I�T�C SILT, b].ack, with a �'1� 3 ? SS 18 - trace -o€ - roo�s- & wood DEPOS t _ -- -- stems OL �- 3 -- - ------ --- ---------_ . .__.__--- ------ __ ___-- - ANDY CLAY, tam, with a trace GLACIAL °' o� gravel, mottled red to-8' TILL (Ci,) 5 B 7 8 a^ �o- � - - _ - _- - » - - -- - = . t2- 13- 14- ---- ----- -� � � ��" ine gra�.n� , ro 16 with a little gravel,(SP-SM) � s - ND a t�- 18 - 19 - ,., 20 - 21- OEPTM . Dii1LLING METHOD Q-14: HSA �-- �vnirvv ^�� COMPLETED: �f CREW CHIEF: CF R�G; BOITIY� . � �.vr�c�u AL�,WI 10 N SS _8 16 N SS 8 8 Y SS 10 LO Y SS 14 L-9 N SS 18 .� �8 N SS 16 WAYER LEVEL MEASUREMEAIYS DATE TIAAE SARAPLED CASING CAVE•IN DRILLING WATER DEPTH D�PTH DE6'TH MUD LEVEL LEVEL 4/7 2:40 15? 12�.3 wet_. 4 � s:31 16 1L.9 �ae�� 4/15 10:01 5.5 2.4 NOT�: REFER TO THE ATTACMED SMEETS FOR AN �XPIANATION OF TERMINOlOGY pN THlS LOa X9 -- _ _ _- ----�- - �-�--��r��c�` �r��a�� e��e�� ._ _ _ _ _ _ __ . __ � � ,GEC }QB N0: -�28� VERTICAL SCAIE: 1"^3'� lOG OF f3pRi',G NO. S j ___._ _ . . . - --- _--__ __ _ ORGJfCT�. LOTS 3, 4, 7& 8, BLOCK 6, I1Vr'S?3�titCK NORTFi - 2N1� ADDITION, FRZDLEY, MN ' U1ttTH, �URiACF. ELEVATION: �4'5 � SAIAPLE� FI[LD & �NLiORATGRV �ESt; in - N WB I TVPE I iiEC. _. L L FEET D�$�6{IPTIOW AWD CLASSIFICATION GEOLOGY MC DEN v L. _ __. - - - -- SANDY CLAY, brown to tan, _. _ ____ .; N SS �18 � � with a trace of gravel, (CL GLACTAL I I TILL __. __ _ __ ----- - -- _-- - ----_ i � __,�., � SILTY SAND fine grained, 25 P�T SS 18 3_ reddish brown, with a trace of grayel, (slightly plastic „_ � 4 �_ o P�.�.�.��S�I ) - - - SILoTY SA2�7D, fine -grained, - 9 gT SS 18 5_ reddish brown, with a trace of gravel, (sligh�tly plasti s � e HSA croolced at 6' e- �o - 11— 1Z— 13— �a - �s- :--_" _ ---_-"-"_ _ _ �� - --� -- - - . . _ »- �a - �s- so — , z� — DEPYM . ORILLINti METHOD 0-6: HSA (SOF3ING 4/7/77 COMPLETED' CREW CHIEF: CF RIG: B�� . : I . I _ :, .,: I, : I � � I = '� . WATER I.EVEL NfiEASUREMENYS DATE TIME SAMPLED CA51NG CAVE•IN DRILI.7NG UVRTER DEPTH �EPTH QEPTH MUO LfVEL LEVEL _ No take _. {NOTE: fiEFEFt TO } � TFtF ATfACNED i SHE�TS fOR AiV I EXPL.f1NATI0P10F � 'TE�MIN,OLOGY i QN TNIS LOG I � . � . � - - - - - _ - - - �^- , . . _ .. . _ _ ,. _. . � . _r ,-,_ ..�_ ,. . �. _, �. , � - - - - �r ;.. � _ _ _ -�- � G6�OT��@�E�6�� P�B�C�E��O�l� C0�6��5�'��i ' < _. GFC JOB NO: 1289 -- -- VERTICA� SCALE� 1"=3' LOG OF EtONING NO. �A Pao��cT: LOTS 3, 4, '7 � 8, BLOCK 6, INNSARUCK NORTH - 2P?D T�DDI'.^I01`1 � I'RIDI:T:Y MDT CENTN, SUAFACE EIEVATION: 94'• 5 __ a wB SA�AP�E REC F�;�LD 8 LA00?ATOHY TESTS �� TYPE L L FE@T DESCRIPTION �ND CIASSIFICATION GEOLOGY Mr pEN � �_ - - � _ - � - - - - --- - - -- --- -- -- 0-�= 7' � rio- safnple = See D-5 -" 3: . . _ _ _ �.. A-_ -- �- - 5- 6 - _. _ __------_ ._ - - . �_ _---_ ._ ____ _ --__ ...._ i 7 12 ? SS l� SANDY CLAY, tan, with a trace GLACI:AL 8 of gravel, (CL) TILL 9 j SILTY SAND, fine grained, COARSE 20 N SS 16 i t0` reddish brown, with a trace ALLWIUM � of gravel, (nonplasicic-SM) t� SILTY SAND, fine grained, GLACIAL 12- reddish brown, with a trace TILL 23 N SS 18 , SM)gravel, (slightly plastic i3= t 18 ' ' SILTY SAND, fine grained, �6- reddish brown, with a little 35 N SS 16 gravel (nonpl�stic to 1e sli ht� lastic-sM 17- ' � t8 � 1B - . ., � �_ . i z, - � DEPTM DRI�LINO METHOO WATER LEVEL MEASUR�MENTS NOTE: REFER TO � , SAMPIED CASING CAVE-IN DRILIING WATER �E A7TACHED � O-I.4 i:- HSA DATE TIME DEPTH OEPTH DEPTH fdUD LEVEL LEVEL __. --- — 4�7 5: 15 16 � 12 .4 dr� SHEETS FOR AN 4%7 5: 38 16 ],2 . 3 �r EXPLAi�fAYION OF � uor��NC �,��77 4/15 10:03 12.0 ? TERMIWOLOGY 1 COMPLETED: CR[W CHIEF: CF R�G; BOMb OiVTHISLOG I � . , . _._ ,,_ _ w. .. �-�: - � ... ,� �-- � .- _ _.. . . ___-- ._ - --------- Gi��'��'l�AL ��1� ��%��`�E�� _ _ ,G[C JOO NO: "' 1289 VERTICAL SCALE: 1"�3' � l OG O� BORiWG NO. 6 _._...- -- _ -- - PHn1ECT: LOTS 3, 4, 7& 8, BLOCK 6, INNSBRUCK NORTH - 2N� A�;ZDI'I!I�N a FR TnT �Y _.. _ _. _ _ _ _ . —.--.� _ _ __ .. . _ . . . _ _._ _. _ OEVTH, SA!�1PLE� FIELU 8 LAGORATGFiY TEST;; �� SURFACEELEVATION: 93 FfET L�Es�RIPTiOW AWD CLAS.SIFICATION ----- GEOIO�Y � WB TYPE R�c. MC UCt� ¢ � _ . - _ � _ _ - --- -- ..�_._� - —__ __ _. _.-- —° - —. . ---- _ .. _.. - _ . � SILTY SAND, fine grained, WEATHERED 7? SS 8 � gray, (slightly plastic-SM) SOIL � OR FILL SAI�7DY CLAY,_ tan to brown,- GLACIAL 1� N SS 17 a- with a trace of gravel, (CL TILL 4 5 g � SILTY S�ND,_. fine grained,___ __ reddish brown, with a 71 YI SS I 14 � �12� ?� SS � 18 e- trace of gravel, (sligh�ly =- -- plastic-SM) -= - s- - �o- - _ - - - --- _ - �� - - - � - - ��- �SILTY SAND, fine grained, - - reddish brown, with a trace ts- of gravel, (nonpiastic to - slightly plastic-SM) 14- -- -- - - � - �- . .- .- -_-._.._�..�- i � -- - -... _�. ,.. _._..�.. _. 16 - -- _ _� SANDY CLAY, reddish brown, �s- with a �race--of grav�l-r____�..... .. -----w_ _ Q �CL � - -- - � . t�- 18 - �e- 20 - z� - 12� ?� SS � 18 31� ?� SS � 0 �� =-1" I - I"- 25 I? I SS I 17 _ _ ____ ----_ ___.___. �__---- .--___ _ _ __.�._-------- --- -- --4 -- -- - CEPTM . DRILLINO METHOO V�IATER LEVEL NIEASUREMENTS _ _ __ _ _ - - - _ _. _ ___ DATE TIME SAMPLED CASING CAVE-IN DRILLIMG WATER O-],8: HSA DEPTH DEFTH OEPTH MlUD IEVEL LEVEL -- - - - --- ---.__. _ _ _ -- _ _ _ _ ._ _ _. q,�� 4 :10 19 i 14. � dr _..___.___ _ . _ . - - 4�� 5. 3 -19� - --- 14.1 dr __ . ._ _ .�— - — -- - __ _ - - - -- COM1'PLETED: ��%I%% - - (��15 �.�I�2 ].3.6 - � -- - - _ __._ _... _ . _ CRF.W GHIEF: CF RIG: BOIiI NOTE: REFER TO TKE ATTACH�D SHEETS FOR AN EXPIANATIOtd OF TERMINOLOGY Otd THIS lOG i 1 I � � � i � ��. 1 _ � . � •� . ��.; � �. < �,_>,. : ,, .� .. , .. .F - - - _. �.._ .. .�... :�..�_ -�,.•, _ ... _ _. - - __ �r � _ . G�O°P��B��`��L ��7�19� C��3��3A`�8�� --- - . �EC JOB NO: 12�� VERTICAL SCAIE: t"°3' y LOG i�► R�JR�Nii P�U: . - Z -_ _-.-_ ___. '� PROJECT, LOT i 3, 4�_ .�,nd S, RLOCY 6, II�l?dS13P,UCK NORTIi - 2r1D �'�DITIO�I, FRIDI�L: Yt I�� I DEPTN. • ! FIELD R LAEiO�iATOc� Ti ±', in SURfACE ELEVATION� - - 95+4' � WB SAR'PLFi RF�. _ .. _, 6ECT c r Tvf'E � " MC I GEti I l � - _ _ DE,.CRIPTIQPI AND CIAS.,tFICATION .._. GEOLOGY- - --- --y- 4_ _ _�_ � �. a N ss i� �- SILTY SAlv'D, finn grained, FILL reddish brown, with a � �- trace of gravel, (slightly 5_ N SS 6 ; - plasti�-Sri) - � - - - - i 3- - - wi�h wood debris : a- ! s- 23 N, SS 4 I i . ; . ___ _ � �_ � i HSA crooked at 6' - s - � 9- I . , 10- _. . � , i . ; 11- - - .. I 12- i �� - - - � � 13- - - - . . _ _ _ ; 14 - - � - ' �� 16 - -- - -- --- - _ � - . • - .- � - - - - - � 18 - - _ -- :- .. _ - - i t7"- i . . � 1�- ' - - -- - i -- -= � 1g- ' .. - - � 20 - . ; �1 - , OEPTH _ c _ DRILLiNO METHOO WATER LEdEL MEASUREMENTS (dpi'�: RE¢ER TO � DATE TIME s�MPLED CASING CAVE-IN DRIL�ING WATER �E ATTACHEO O-6 S HSA DEPTH 6EPTH DEPTH MIUO LEV@L I.EVEI Ot td en ._ SHEET3 FOR AN ' - - .@XPLAAIloT10N OF _ _ _ _ --- - ---- _ _ - - _ --- - t��+iNG - T�RMINOLOGY , COA4PLF.TED: � 11. %%_. __CR�W CHIEF; ---�F-__R��:---. 55 ON TMIS I.OG � �� , ` _. ,_ _� . � a _ . , . G��i��a,�L �6'��u�m�C�96s C��a�fi��e�,� -- ____ � _ __. ..__ _ --- --- ° --- _. ._ __ �. ._ _ —� GEC JOB NO: 1?89 VERTICAL SCALE: 1"°3' � �C�G or eor�iN�, n,e 7� � - - -- -- _ - PRUJECT: LOTS 3, 4, 7& 8, IIL,OCK 6, TI3NSBRUCK NORTti - 2NLi ar�nzTlor?1._,t=rTnzlry',.'. �'±;;�_.� . _ _ ^ _ _ _ . _ — -- _.' — —_ - - - DEPTFi. �:J.�� . .._� I FIFLp R l AL1GpAit�t?Y TESI•, �� SUi1FACE ELEVATION: N �B Snh1PLEj R�.0 ��__ FEET c T'tPC MC Di.:`J � L L. � DESCRIPTION ARID CLA�.SIFICAYIUN GEOLOGY � �. 1- - z_ 0-6i - No Sample - see B7 3 - _ _ . . ._ � 4_ - -- - � � 5- ( I 6- _ . - - - 1 i i �' SILTY SAND, fine grained, GLACIAL reddish k�own, with a TILL 33 N SS 18 � 8" �race of grav�l, (slightly i plastic-SM) � 9- i �o - 26 ? SS 14 ':. � 11- � f � � f 12- i 20 ? SS 17 ' � 13— t � SANDY CLAY,�reddish brown, " ' ' 16_ with a trace of gravel, 18 N SS 18 1 (CL ) 1e END OF BORING � 17- � • � f t8 - I 19 - � <, 20 - 21 - . I _ _ . _ _... _ r--- _ _ _ _ . _ CEPTN . DRILLING METNOO WATER L@VEL RAEASUREMENYS - _ _.__ ___ - . _ _ . .. - DATE 71ME SAMPLE� CASING CAVE-IN DRIL�ING WATER O-1�: HSA DEPTH DEPTH DEPTH MUD LEV[L LEVEL _- _ _ - - --- - - - �-- --- - —_---_ -- - _ - - . . ----- - -- 4/11 12:10 16 13.0 dr 4 11 5•45 16 BORING �_.. _._- - � - - --- -- __ __ —• __... . . . — - _ CO'.1PLETEO: 4 11 %% 4 IS lO:O4 11.3 ].1.0 CREW CHIEF: CF RIG: $�m - - NOTE. REFER TO I THE ATTACHEO � SHEETS FOR AN � ; EXPLANATION OF 7ERMINOIOGY � ON THIS LOG i � � ------ - -��W:�..C�L ��°�6��,�� y��.�� GR��i�..�'��J-- ------- -, ` . � GF_C JOB NO: �%$9 VERTfCAL $CALE: 1"�3' ' �UG UF CsoHiNG NO. $ PFOJECT: LOTS 3, 4, 7 �4 8, BLOCY. 6, INSSI3RUCK NORTfi - 2ND ADDITION; i'R:�nLEY, MN � FiELD & Lnt;onaroc�r TESt,; ' OEi TN, SURFACE ELEVATION: 9A'• � SAb'.Ul_EI , _ FEET pESCP11PT10P! AND CLA,�StFICATiON GEOLOGV N WB T�pE j HE:C. MC DE�� F' L . _ _ __ _ -- -. _--- --------- __ _ ---- _ SILTY, SAPdD, fine yrained, 6 N SS 8 ; �- brown, t��ith a trace of gravel, (slightly plastic-SM � �- with pieces of concrete to ; 4' FILL 4? SS 8 � 3— � � SILTY SAND, fine grained, �. � brown, with a trace of ! 5' 4 ? SS 4 � gravel, (SP-SM) with trace �_ of wood stems j lense of Sandy Cla� � �-SANDY CLAY, bright brown, GLACIAL i with a trace of gravel, (CL) TILL 20 Y SS 18 � 8 _ _ � �SANDY CLAY, reddish brown, ' 8- with a trace of gravel, (CL) � , 10 - 25 N SS 18 i ,� - -- � i ��' SILTY SAND, fine grained, ( brown, with a trace of 30 ? SS 17 � t3- gravel, (slightly plastic-SM � � . I 14 — -. _-- _. . _._ _ _ ..,. . ' � � 16 - . - _ -� � _ . - _ _ _ : _- : __ 21 ? SS 1% ? ; �s _ . _-- -- - � j —_ _._ _. i ."— ; � 18 - � i9- � � � i 20 - J � , i . � �i — i DEPTH . DRILLINO METHOD WATEW LEVEL NiEASUREMENTS 0-1.4%'. . HSA OATE TIME SAMPLED CASIIVG CAVE-IN ORIILING WATEFi 2� DEPTH DEPTH DEPTH MUD LEVEL LEVEL --- _ - 4J11 1:20 16 2.0 4.8 - . - -, - - . _ _ — - - . - - .. : _ -- - — _ ___ _—._____ __ . _ 4 11 5•17 16 2.0 5.0 F30RING -- °-- - - - - _ . _ COMP�ETED: 4'�1�.�%% ��rJ �.0:05 8.6 �.8 CREW CHIEF: CF RIG: BOIR}J ' - NOTE: REFER TO ; � THE ATTACHED � I SMEETS FOR AN � EXPLANI�TIOfd OF ! iERMIRiOLOGY ON THIS LOG i . -- ��`��E•tid�g��. ��:��:�� E��E��,�"@��9- -- --, ` I GCC J08 MO' Z�� VERTICAL SCALE: t"°3'V lUG OF ROn!a1 , �do. �j � PROJECF: LO`I'S 3, 4, 7<<� 8, IILOCI: 6, INTdST�RUCY NORTH - 2rID AnL�ZTIUN, FFtIDLEY, MN f C,fPTH, �g..�� -- F!ElU .a. L��RAiOf+'r' iLST; � �� SURFACEE�EVATION: — - N WB ��^,p�E' PEC. --T---� � Tv E I �C ET REsCRIPTIOM 9,R1D ClASSIFICATIORI GEOLOGV ; MC DFh �= ' � RGATJIC 5ILTY CLAY, black, SWRi�iP ( 1 I Y� SS 14 I � t- ( OL) DEPOSIT y I Z- 3 4�� ..,,, - - _ - — _ _ ^ ANDY CLAY, gray, wi�h a 5 trace of gravel, (CL) g_ with lense of sand at a ro, G' � ANDY CLAY, gray, with a e trace of gravel (CL) � e -. - �o - »- �� ANDY�CLAY� blive, with a 13_ trace of gravel (CL) ia ILTY SAND, fine grained, �g_ brown, with a little gravel, (slightly plastic-SM) 18 17- 18 = 19 - ,. 2d - 21- OEPTM . DRILLIW(i METHOD 0-l� : HSA DORING � CO�APLETEQ_� 'Q'�11�%% CRF�W CHIEF: CF RIG: GLACIAL TILL 41 Y� SS I 0 91 YI SS 114 5 1 Y I SS 1 17 14 ? SS 15 30 N SS 16 c r � 30 N SS 14 �yATER LEVEL MEASUREld+IENTS WOTE: FiEFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHEO OEPTH DEPTH DEPTH MUO LEVEL LEVEL ��% A. C. +1 � SHEETS FOR AN i.l � EXPLANATION OF TERMINOLQGY OPl TH1S l00 " �TJ��Ui�.aJ�� 4� ��c�c��ii"i!'i.��iLB �SS�1�.96`L.'��6�C�4�lrLi�— ' — — j � f 1289 � 'GEC J09 NO: ' VERTICAL SCALE: 1"=3' LOG OF EiC•,��t�a.. r��. _ l� _: � PROlECT: LOTS 3, 4, 7& 8; BLC?CK 6, INNSBRUCK NORTH - 2ND nDDITION, FRIllLEY� I�i.?d � — ... --.--,__._.__.. __ . , � ,—. _�__ _.__.-- -, oE�r►,, ----93 .�% - ---- - � IEt U F. t nf:O�iA i(;�iy t p•; f•. i In SURFACE ELEVATION: SkF.tPl_E . . � FEfeT _ DE5CR1PTiOlEI AfdO CLASSIFICAT101�F °_ _ t3fOLOGY -. _ N WB 7 r P! i RFC. MG- _Ci�u I- �. _ � __) SA1V�Y CLAY, tan, with a trace FILL 4 N SS 18 � � of gravel, (CL) - - : 2-CLAYEY SILT, grayish brown, * SLOPEWASH I ' 3_ CLAYEY SAND, tan, with a�� ' 10 N SS � 18 � trace of gravel, (CL) • J �a- .. --. � � CLAYEY SAND, mottled tan � j 5- - and gray, with a trace of s_ gravel, (CL) � _ _ -- - - - - �- e- �� SILTY SAND, fine grained, ��_ reddish brown, v�ith a trace of gravel, (slightly plasti� ,z-=sM) -- --_ 13- . _..._. _._n_ ..._ _..__._.��.___ ,____ -- --- 14- - . � s �_ .. _. ' � _ _ " _ _. _. _ ' _ t� - - -- --- - __ - __ _ ..- ..-v --- t�- 18- GLACIAL l�?- N SS 16 TILL 52 N SS 4 23 N SS 17 _ 38 N SS 16 t r t 37 N SS 18 19- I*with a trace of wood, �_ slightly organic (ML) I i 21- � D�PTa -: oAi��►Na METHOO-�- --- -� - WATER LEVEI AAEA6UREMENYS - - - NOTE: REFER T� DATE_ TIME SAMPLED CASING CAVE-IN DRI�IING WATER �E ATTACHED - - O-IS �: HSA DEP7H DEPTH DEPTH MUO LEVEL LEVEl ----- _ _ --_ .- ---- ----- ��1�-- . . 2 � 3 S .I.6 2 --- ^ �.3 . � - _._- CIr'y SHEETS FOR AN i ..._:. . __ __ _ . -- 9'I�.1 _. _ .�_: �.�. __�.�i. _- --- �.2..7 __ . --- -dXY EXPIANATION E`� i � I3pF�ING TERMIhOLOGY COMPLETED: 4 1�- �I% - 4 ZrJ �0:�8 __. ]_2.% _ ? CREalV CH{EP: - CF - R4Gr -BOERb --- - ON THIS LOG ._, ! --------- --._.__.__.._-°_._ __..^.__._._ _r _.._.._..�_..--._. ___.�. _ _ _--- i - -- - _ ��.��.?@'��'iL ��Q(��B�.Q� ��3t��'V Ep��lA-- �GEC JOB NO: -- .�-2�� VERTICAI. SCALE: i"n3' �c:t; oF tsot�r,;-; r:r� ��- c�,��cT: LOT5, :i, 4, 7& 8, FsLOCK 6, INNSBRUCK NORTIi - 2.NT7 AI��T_�T.TTGN, �'R7;�LI,Y, I.�;- f3F vYM, SURFkCE EL.EVATION: -- ' 92 • � — F tEL'J �. l.! [�O�+A t �t�v ' c 1; SA'.iF'LE; —_�_ _._ -.- In N WB TVF,1_ � REC. I L l. i cEE7 _pESCRIPTION kPdD CLA�IFICATION_ G E O L Q G Y. , ; MG I❑F.rt f p � ORGIINIC SILTY CLAY, brown, TppSOIL 3 Y SS �18 � �• t �L� I SANDY & SILTY CLAY, with a ; 2 r��f roots to 2' CL GLACIAL � '�mc� _ _l c�� TILL - SANDY CLAY, gray, wi�h 8? SS 16 3 a�race- of gravel, mottled ; � red (CL) ¢_ �ANDY CLAY, tan, with a g? SS 17 trace of gravel, (CL) - --_ � 8 - . -- 7- m , 8 SANUY CLAY, reddish bro�,m, 9 Y SS 18 ; e_ with a trace of gravel, (CL) - . - -- * f �� SILTY SAND, fine grained, 0 N SS 12 ; ��_ reddish browno (slightly { plastic-SM) , � �s . � t3_ SILTY SAND, fine grained, 53 N SS 16 • ; with a little gravel, 14_ reddish brown, (slightly ' ; �' ;� plastic-SM) ' I 1B— • 2� N SS 17 ' 18— - i _ _.___ _ ___ __ , __�___. ---. � - � 17— ; 18_ *High blows probably due to � large rock in way of sampler � �g_ I , � �0 - • ! f 41— i _. _. _.- - -- _.____ . _ __. ! DEPTW . DRI�LINO METNOD WATER LEV�L MEASUREMEf4iTS NOTE: REFER i0� ' SAMPLED CASING CAVE•IN DI�ILLING WATER i O—IS : HSA _ DATE TIPdE DEPTH pEPTH DEPTH MUD IEVEL LEVEL THE /ATTACHED i 4 ll 3: 40 16�' 1�.6 - dr SNEETS FOR AN 4�� 5.: 0$ 16�"a- --- -.._ _ 14. �_.. C�S' EXPLANATION �� ; t�or,�NC TERMIN�LOGY ; C0��1PL.FTFO: 4 11 ?7 - 4 15 lU:l�7 - 14.4- --- ? �F hom QN ThIIS 60G i _�P�:�Y ��JIk�F�_._. . �--°---- --- °----- .�H1G.'- ;_ - __.___. �___._ .�� _. _-------- ; - _- _ TL'S'I' IiOP,jtTG_1�3�JD �T�MI?LTr��G PT2�JCI�;r)UP.ES , ST11ND11RD PENETRATIOIv - SPL1T SPC��)N (I1CTM D 1586 ) A 1-3/8" ID, 2" OD steel sampling tube is driven into the soil with a 140 pound weight falling 30". The number of hammer blows required to driv� the sampler 1'. after an initial set of 1/2', is the standard penetration test-("N" value). The "N" value is an indication of the strength and compressibility of soil. Split spoon samples normally are taken at intervals of 2i' or 5'. At 2i' intervals, the depth to contacts between soil layers can be determined �to an accuracy oE about 1'. At 5' intervals, the depth to contacts between soil layers is determined approximately, and the type of material pres�nt between sampling intervals is inferred based on the acicion of drilling tools. The bore hole is advanced between sampling interva3s with a plugged hollow stem auger, with casing, or by jetting. To prevent caving, the bore liole is kept open by means of hollow stem auger, casing or drilling mud. AUGER BORINGS � An auger is drilled into the soil. The auger is then spun or retracted, and samples are taken at the ground surface or off the auger. Usirig this method, determination of the depth to contacts between layers no�mally is approximate oz�-ly. - THIN WALL TUBE SAMPLES (ASTM D 15$7) Comparatively undisturbed samples are taken with thin wall tubes which are pushed hydraulically into soil. STATTC CONE TESTS The static cone test entails measuring the force requir�d to push a steel cone penetrometer into soil. Cone diameters 3re 1-3/4"and 2-];/4". The apex angle is 60°. The cone is piished hydraulically at a�rate of 1" per second. The static cone bearing pressure, q�,_is the total load divided by the projected end area of the �one� The static cone bearing pressure� i� an -indication of the strength _ar�d -�ompressibility of soil. CORING (11STM D 2113 ) �! Coring is c�one with a diamond or carvide bit on a double tubed barrei. Ge��t��hc�8�sai �ro�9e��r��ag Coa�pop�il�c� 0 AIAJOR D/V1SfONS GRAPfi LETTER TYPICAL DESGR/PT10/dS - SYR��OL SY�9�OL '��;'�A� •��t°- bE1L-4RADCD GNAVClS� 4kAVEL- Y �,.._J (°j�/ SAnU .�IXiUR[S� UiTLE ON arRAVEL �:'::�:::�'$: . NG F INCS ••:� CLEAY GRAVELS ii„�;:�3,y;; .. f�2AVELLY �LITTLC OR NO •• SCILS riHES '��:Y:;B:: p � , GGRt,Y-GRFDCL 4RAV0.5�GRAVCI- •:�::5�::� GP SAHU YI%TURES� LITT�C OR �� " NG fINES � (�tAINED .:P.:... ¢�:A SOILS S�LTY�GNAVElS� GRAVEL-SAND- YORE TNAN S(� G M S�LT YIXTURES oF conesc re�c- �A�S YlITH FINES TION RCTA�NED �APPRECIABLC AYOUNT ON N0.4 SICVE OF FINES� ��AYCY GRAVELS� GRAVEL�SAND- G C CLAV MIXTURCS 00 : ��op::,�., . ' ��e�� !:e S.� WELL-GRADED SANDS. GRpVELLY • SNJD ��e��.�� SAHUS� 11TTLC OR NO FINES qry� CiLEAFI $I.ND (41TTLE SANDY OR NO FINCS� SCILS � POORLY-GRADED SANDS� GRAVELLY MORE TMAN SO� `SP SANUS� LITTLE OR NO fINES Of MATERIAI IS ............ TNAN NO. ' � � � 2 SIEVE 512E . S M SIITY SANDS� SAND-SILT YIX7UItE5 MORE TNAN SO� SANDS NI7H FINES OF COARjE /RAC- �AVPREC{ABLE AMQUNT'- TION AP SSING OF FINES� � NO, 4 SIEVC S C ��AYCV SANDS� SAND-CLAV YI%TURES INORGANIC SILTS AND YERY FINE � L SANDS� ROCK FLOUR� SILTV OR CLAYEY FINE SANDS OR CLAYCY SILTS WITH SL16HT PLASTICITY FINE SILTS INORGANIC CLAYS Of �CW TO kEDIUl1 LIQUID l�M1T PLASTICITV� 6RAVELLY CLAVS� ��L� L.�� TMAN SO C'�' SANDV CLAYS� SILTY CLAYS� LEAN c�ars iiiiiiii I I 1 I I I I I ORGANIC SILTS AND ORGANIC �� i O� SILTY CLAYS OF L07I PLASTICITY I I I I I I I I I I I I I I � � a INORGANIC SIlTS� YICFCEOUS UR - -� .--�� M H DIATOUtACE0U5 PINE SAND OR � ' ' - � - - SIITY -SOILS " . MORE TMAN $�' .SIL�$ i' � r '.1 OF MATERIAL IS �7 ��W�D U MIT ;/ %�, �NORGANIC CLAVS OP XIGN SMALLER TMAN NO. C�� GREATER TNAN SO / f/��.��,;. CH P1,pSTICITY� FAT CLAVS 200 SIEVE SIiE �'�'�•;f�!��,.•-` � • i i i i i i i '��'�'�'� O H ORGANIC ClAYS Oi YCDIUM TO NIG11 ��i� � � PIASTICITY� ORGANIC SILTS i i i i i�� HIGHLY ORCaaMIC SOILS PEAT� MUMUS� SWAMP SOILS -- PT WITH NIGii ORGANIC CONTENTS NOTE: DUAL SYYBOLS ANE USED TO INDtCATE BORUCNLINf SOI1. CLFSSIi1CATIONS. , _ �OIL C�A��Y�I�ATEO� C�/�RT U�9B�i�D SOIL.. CL.�551��CAl'ION Sl(5'1°�M �� , . . _ . .. �.-....�- _ � GEOLOGIC TF.RMINOLQGY The geologic description indicates the apparent depositional origin or strati.graphic_ name. Geologic__identification is interp�etive_and subject to error. � General categories of geologic deposits and descriptive information is as follaws: � BEDROCK COARSE ALLWIUM FILL FINE ALLUVIUM -- --- . _ _ - - -- Often a hard, dense, consolidated rock farmation. Can also be soft, compressible and u_nconsolidated. Sandy (and gravelly) soil. Stratified. Deposited from fast moving waters in�streams; rivers and deltas. Soil or other materials depnsited by ma�. -- Clayey and/or silty soi1. Stratified. Deposited from slow moving waters iri s�reams; rivers, and lakes. LAKE DEPOSTT Clayey soil. Laminated.--l3eposited from very slow moving waters in ponds and lakes. _-- _ .,_ _�: _. . . _ ,. �:... _ LOESS Silty soil. Non-stratified. Upper layer. Deposited from wind. OU'1'tnTASH Coars� alluvium deposited from glacial meltwaters. , SLOPEWASH Organic and/or inorganic material. Washed from slopes and deposited in depressions. SWAMP DEPOSIT Peat, muck, and marl. Formed thraugh accumulation of organic material under---water . -- - --- - - � TILL TOPSOIL Inorganic soil. Normally_containsaa wide range of ' grain sizes, from clay through boulders. Non- stratified. Deposited directiy from glaciers. Contains both inorganic and organic :naterial. Upper, ._ __ __ _ _:_ black la�er �f v,soil . Fo�-med by weathering of in- organic soil and accumulation of organic material. TUNiBLEROCK Dominantly gravel, boulders and rock slabs. Deposited � from gravity flow 3own hills or cliffs. WEATI�RED BEDROCK Bedrock which has been substantially weathered through disintegration or decomposition. WEATHERED SOIL Texture and composition is_transitional between topsoil-an� underlying non-weathered soil. �e��hnB�l Engtn��rtng CoP�or�atio� -�__ _ ,_ . ,.� _ _, . k � TERMINOLOGY ON �;ORING I,OGS � DRILLING, SILMPLING, AND TESTING A,B,N: A, B or N size casirig or:-core. � � AC: At completion of boring. -.- - 4.cas: 4" inside diameter casing. CONS: One dimensional consolidation test. DEN: Dry density, pounds/cubic ft. �--- - FA: 6" diameter flite auger, motor driven. HYDz Hydrometer grain size analysis test. -" --- -� ""- HA: Hand auger. HSA: 3g" iriside diameter hollow stem auger. JW: Jet with water. e JDMr Jet with dxil:ling mud: - - Li� s Liquid limit � = - _ MC: Moisture content, percent of dry weight. --" -- N: --Standard per�etration test,- penetration resistance, or N.value, blows/ft. " . . - � - ORG: Organic content, percent. •_ - _ PERC: Pexcola�ion rate, minutes per inch. PERM: Permeabili�y test. _ PL: Plastic limit. � q�: - Static cone bearing pressure, tons/sq. ft. �� -� Q�: Unconfined compressive strength, tonsfsq. ft. REC: -In spTit spoon sampling,_ the length of sample recovered,-in inches. In rock coring, the length of core recovered as a percentage of the to�al core run. _.. SA: Sieve analysis _test. � � - _-- �.- : SG: Specific gravity. - � SL: Shrinkage limit. _ . ._ _ . _ ._ = _ SS: Standard Spli� Spoon Sampler.- Steet, 1-3/8" insid� diameter, 2" outside diameter. - 2-TW: 2" diameter thin wall tube sampler. _ 3 TW: 3" diameter thin wall tube sampler. Wash: Cuttings returned from jetting. - -- WB: Describes whether.the sample appears to be waterbearing. (See attached sheet for additional information.) WH: Sampler advanced by static weight of drill rod &-140 lb. hammer. WR: Sampler advanced by static weight of AW size drill rod. -200: Amount of material finer than #�200 sieve, percent. �. Water level symbol. (S�e attached sheet for additional information.) 6��t��0an��l �n�I��6res Co�aor�8lon � . TERMINOI,OGY 01�T BORING LOGS GROUNDWATER Groundwater information is shown in two places on logs: 1) under "Wat.er Level Measurements" and 2) in the "WB" column. IriFormation under Water Level Measurements includes: 1) The depth to the water level (or drilling mud, if used) and the depth to the bottom of the hole (cave-in). Water level and cave-in measurements are taken with a weighted measuring tape. If free-standing water is not encountered in the hole, the term wet, or dry, is indicated under water level. This means that the soil recovered on the end of the measuring tape did, or did not, respectively, appear to be saturated. 2) The depth sampled and the depth of casing (or hollow-stem auger) for measurements made during the progress of the boring. 3) Date and time of ineasurements. . Notation in the WB column describes whether soil samples appear to be waterbearing or saturated. Y means yes, N means no, and ? means questionable or indefinite. The water level symbol � in the WB column indicates the apparent depth to the groundwater table at the bore hole. Determination of the depth to the groundwater table is an interpretive process. The determination is based on various factors, including: water level'measurements, the appearance of samples, overall subsurface conditions, site conditions and weather conditions. The accuracy of the indicated depth to the groundwater table can be quite variable. The water level symbol with an�arrow pointed downw.ard (or upward) indicates that the water level is at or below (or above) the level indicated. Absence of the water level symbol does not necessarily mean groundwater was not encountered, or the water table or piezometric surface was not penetrated. The presence of groundwater in the soil and the level of the groundwater table can change with time. The information in the WB column is based on observations and rneasure�ents made at the time the boring was drilled and water level measurements were taken. Q�t�chn9�l Ere�ine�rtng Co�ar�4lon , _ , „m `� a •` Scale: 1" = 40' GEC #1289 . I_...._. __..__.. _.... .. _'__-____.�___, nf _ .. . .-. . . . . 1 �s`� , �a�� i �a�',"�•c � .';�d� � "°�: t�4i��"�d G 1' � _ ..�ze.-�-�_a., . ., .. ,_. , .... , . . . ..., - . . .... .__.:.. .-�r.�.�._��r-�:��;, . . , , . . . ... . . .. . , . :� : _..«.,�- � * ,r .,-��,; ,��.mn.: �- ,�Y�� "-��.:��.��..�,� . , � � a k �� Scale: 1" = 40' GEC #1289 �C°�?y'"'":.'�°�� ..� ��a�'�'�'�!��"��,, . v �: � ti � SUBJECT PE City of Fridley 1418 , ` AT THE TOP OF THE TWINS g U I L D I N G P E R M I T • EIPT NO. r � `y �_�� COMMUNITY DEVEIOPMENT DIV. r � � PROTECTIVE INSPECTION SEC. � � 1 . � �l � /'�'1 � CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED BY L""� � ,'� 812-680-3450 910-F15 6/28/77 � � JOB ADDRESS 5477 East Danube Road N. E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED oescR. 7 1 Innsbruck North 2nd Addn. SHEET 2 PROPERTYOWNER MAILADDRESS ZIP PHONE DaVerne Corporation 1393 - 16th Avenue N.W., New Brighton 631-1213 3 CONTRACTOR MAIL ADDRESS 2IP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER M L ADD ZIP PHONE LICENSE NO. `'� � 01' �iY DOES NOt GVi�IlNI'tE! til! 5 ENGINEER M M DA I: EO� �OAMA�ION PURPOSES Q�(�Y �'� j J PHONE LICENSE NO. 8 USE OF BUILDING � ,M� �,� Res idential 7 CLASS OF WORK � NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR � MOVE ❑ REMOVE 8 DESCRIBE WORK �� Construct a 32' x 26' Dwelling and a 22' s 20' Garage SEPERATE d�f�MITS RE �. nj �� u � • LECTRIC • GAS f 9 CHANGE QF USE F �� U�81� qND SI�� ' REQUIR�D ��f l� STIPULATIONS pm�ide a hard surface driveway. Provide sod in the front and side yards Provide a verifying survey before capping. Provide 12" bloclt in garage foundatio area adjacent to living area. Provide 2" x 6" studs 16" on center or 2°' x 4" � studs 12" in lower level bearing wall. SEWER LOCATION: (Approx. 8' �ep in Stxeet) 69' SW of Manhole (Inv. 951.91) 6�lYE ELEV: 952.90 TOP OF FOOTING: 955.90 Mini.mum WATER LOCATION: 3' SW of Sewer Service. DRIVEVIIAY DEPRFaSSION COST: N/A Existing surmountable curbing. Builder is info�ted that a pennit is necessary from the D.1V.R. in order to build on this lot. The City has not received an oka.y fr� the D.N.R. � SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATIN(3, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. WOOd Fr3I�L' , THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORI2ED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED. �(j]_ �%SS y�`3O. SB WITH WHETHER SPECIFIED HEREIN OR NOT. THE ORANTING OF A PERMIT $ DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR CAL LAW REGULATING CON- $].49.7( $375.00 STRUCTION OR HE PERFOA C F ONSTRUCTION. ' PLAN CHECK FEE TOTAL FEE .� � � $ � 37.44 $593.08 SiGrf' rUaEOFCONTRACTO RAUrH aiZEDnGEN7 ID EI k WHEN PR ERLY VALIDATED THIS IS YOUR PERMIT ,I � � G �cY- SIGNATUREOFOWNER(IPOWNERBUILDERI IDATEI BLOG iNSP DATE ° - � CITY OF FkIDLEY-��+-� � '� _ t '� �i . O`V � e APPLICATIOid FOR R�SIDENTIAL BUILDING PERf�ITS�� •�� iNEt�, ALTERATIONS, ADDITIONS, OR REPAIRS) �� "'w-t� .�� ° OTi�LdER: �� L �'�' �UILDER: Address : ��u, ,�i�ll �T'�/if Address �e.�,� 4' ��`t' ``''Q �� ° a , � � '� . �� . �-� � . Te l . rro . : � � � /�/.� y�j - 1 NO. : �� Street: � �i�N/s�'�"'s'E /Z�, �`,a/�� ° 9 ,P `y. LOT: � BLOCK: _,� ADDITION: /,�J,�IS��(JL/� �J_ 2 `V'� ,� . CORNER LOT: INSIDE LOT: �_ S; TBACK: � SIDEYARDS: s�S� Applicant attach "to this foxm Ztao Certificates of Survey of Lot and proposed building location drawn on these Certificates. . DESCRIPTION OF BUILDING ' To Be Used As: ' ��'p , � � W�(�lcC�� Front: � � Depth: ��"' ' Height: � _ ' Square Feet: %� � � Cubic Feet: �� `� �{�-��}� � Front: 2 Z- Depth: �� Height: L� � Square Feet: � �� Cubic Feet: °�� Type of Construction: �i�ii�"/� To Be Completed: p Estimated Cost: $ � �� . � Alt. A Alt. B Proposed Driveway Width If New Opening Is Desired (� $ � $ (SEE REVERSE SIDE OF SHEET) The undersigned hereby makes application or a permit for the work here=n specified, agreeing to do all work in strict accordance with the City of Fridley Ordinances and rulings of the Department oi' Buildings, and hereby declares that all the facts and representations stated in is application ' are true and correct. See reverse side o addi ' na in ormation. DATE: ,� SIGNATUP.E: ^ Stipulations: � �iia„�.�r /•Z " ��°�- � �f��-� • GL%j�f,,�, �6,�,,t,,.,�- +� �7 vi�-� � e� a. P B� �. ZK �"��.os �� o�-, t� o� `A�' � �� .�s /�, � �► ��v :�,� �r� a �g � � > , � ��9, yG � � �� o, � � � ��',oa _. ,�'9�, �� BUILDIIJG PERfriIT FEt SCH�DULE SECTION 2. The Inspector of Buildings shall, before issuing permits for the erecti.on of any building or structure, or for any addition to any existing building or struc�ture, or for any alteration or repairs to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herea.n provided to-wit: NEW CONSTRUCTION: Single Family Homes and Garages: $4.00/1,000 cubic feet.. PLAN CHECK: 25 percent of building permit fee. DRIVEW�Y DEPRESSION: (Concrete Curb Streets Only� Alternate A: Removal and replacement of concrete curb and gutter only; Driveway width plus 6 feet x$11.75 Altemate B: Removal and replacement of concrete curb and gutter and install a 3 foot wide approach with 6 inch depth; Driveway width plus 6 feet x$15.40 �I1 � : 1 �' : � For the pur,pose of computing fees for building permits, the cubical contents of any building or addition, is determined by multiplying the ground area covered from a point six (6) inches below the floor line of the basement or the cellar to the average heights of the upper surface or to the average height of the roof surface of t,he main gable of a pitched roof. For repairs or alterations to an existing structure, the fee shall be at the rate of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost of all proposed work. I� no case shall the fee charged for any permit as set forth in Section 2 be less than $7.50 plus $.50 state surcharge. � VERIFICATION OF �OUNDATION NOTE: Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the aonst,ruction site. . A Certificate of Survey of the lot, showing the location of the founda.tion once it has been constructed will be required before proceeding with the framing. CtRTIFICATE OF OCCUPANCY Application for a Certificate of Occupancy shall be made ten (1G) days prior to the use or occupancy of any structure for which a building permit has been issued; and said structure shall not be used or occupied until a Certificate of Occupancy has been issued. � � : �'��'�'rr/�a�''� ,,�'pr:• �r� ��°�� /f .'_."~��/�� rlhl /7 S! fI � �� p � � �� P' � / (� �j . 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I� � � � � `� � z I� � '-¢ z�-�f' ; = o"` js �',�"� y C�� , � �I � I I I , �1 , s , ; �/ � � i ��, � , �� l/�l �° � jZ � � �- � i � o� �� ; Z; /, � , i i 'i i 'I � ' ; , j � � �j �Gd i �e %;'t � I, = i ; � I.J !(L1 p v; o ' � ; , � ; ' , i �� , I , , I j � ! i , j ' ! ' : � ! � i � I , I I ,I � � ' (�� I�� Z'`! V' I, I! I I! I� � � { �I ! % . . A , � �, , i i � � . . i i � � � . � + � � � ' , I . , i �. � . ,I I� I I i , i i, . �. � , . , � �� i �� , �� , i, �, �� .� ' � �� i � � �� I . i I , ; ., � �� ;I � � . i . i ,, � I ' . '� '�. �. � �� ./' �'� �!I �' ��/ �+V�, I, '�� i i � I � � i i I I ;' i , � ' ' , � i � � , I ', . ', � j ' � � j i j ; � � ' I i�� I I � � � ', ' �', � i � � 7 ,i � � . ! , _ � , � � i '� %.� . a � , , , � , � _ _...-a- i � � - � �� I � � � , � , �� - _ .� � �' " I �� , , � , � , , � � � , , i , , ; �� i � i-- � � � � , � I ; � , I i , � � ; � � , � i i � �, � I � � i � I � � �i I i ' I �I " j � I i �' I � I , � .. i I � ' ' I ', . � � ' I . . I � !- i � � I' I- i i � �� ., .� �;�� i ��i' '�/�/C''O'1�� !//°�� '��.° �/E/i'H �.4FTS'7A� �� s� �� 6 � � � � Af _ � 0 � �r �� o s � � �� .� � `�� .. � � � 3c� � ^ � ��L�� % � Q .�D � / �, � �� er�o�es �ron � ��\ � o a � �� /� 3 \ o � sT �, \ � \ a 3� \ � �,. � 5' � � W A��ING � . , � ut►�it►es - - "'� o . �e��e d�ggeng call loc�l <_.. ; _ ; : ; �.• 1 - ; ...-. YELEPI�O�E � E��RIC m GAS � � . ° ,�. �� •' � �° . � / EE SHf L�VATIONS. �NLI( AW:� �O � 'y B�OCiI �y //i/%4',6i"�C� /Ya�-�h � "'° �a�� °�o�, Ar�o.�o t'ou�.�y , /�iii��esofv. 6 he� mby csei�tY thni tflis se�ejr, PEas�. � re�o�t vuas �,�epareri Dy r�e or unr3eP �y ��c�t 5u�r+�isian an� tl�a� t nm � Cu4y Re�is4arod �s�! SurveyoQ oar+�9�r �P� f�r� �:r kht� �2�ec: 04 �e��o p �___..a, �.�,.�.�..a.._.��.`...�,_ ..�.�. .�� 3ete e�°�� ° %�� Re�. bVo �D ..�s..._m_ E � OF ��DLEY �E� N�T �� C4dRACY O� UTILITY lOCAT{OIdS Atd� �,�� ASA IS FOR IPdFO �TIO� �� qo I 4 1dS1�IC'i IS � S�I�l9 � �► / `e0` � � / � 0 E o � �� G�� f „�i ! ' , v � J .A - � 1 : �1,.,�, ��- � � �� e��-r� ��- � � � �q ' �. �, �,� ��.� �—�,��. ��la 9�� _ ��Of -�ar,�s�- .. � �� ' � �. �� - � � 9�"-5• %� s��/�� 9 �� ec�'S°�o �a ��,�re�c� ��-�� ' � � ` �� A�; . ,. 0 �� 9 �� 7 q5 �- �� 9 0 �� r ,�/,� ��t'��S7i.��- �EJ.��at�� . � �v��.��G � . ,: �,� /� ,�,�f �� ,�� _ � , %��! /� 6`�c�, � �.� � i i I °� � CZTY OF 61JILDING DEPA R':�'I�N'r £ITERI4R'�1 � 1tAGE "U" CL�PUTATION � I'To b• sui��ittsc# vitb b�ildi.rf� prr+tit aPPllcationi �ne or ��ro faa�ily dwl.lirt� i'� O�nnar �_ �!_��. 111 o�ihf� 31t• address :ar►tractor �� 1��-�,� t�'+�'�:......r...._ Dat��-`��?�, mne �.IiIF.AL �T. OF E�POSED wAL�. �� -�� '� ''� � � f t . above grade • 3� �? .'� �` TOTAL EXFOSED W�t . .. �PAQUE WALL CONSTRUCTION: "U" valur x area ��.��l�- w�4�1� �I4 t• I IA - 1 � "U".... F �.._... �� .� �► �n ' �� "U" � �, x �� t ��z�i<.s "U", . � x De�ail refere�ce �!r:v�� .�,�, � � "U" .6� x f rom ,�� .��"13 ^ x attached sheets "�" � rrVn X n�� x "U'� x WjNDOW$; "U" V81u Make dc t�►pe � � n n � �d �$ : Make Ac n � � n a A n e x area - � �� t��4�t�9 �1r�"'� "U" .'� W x �.�,......�.r...--„ u � eU� , � "U" x nU� � _ +� U" x s � . f t . �: 61 �', ��" - � �'�,�'� ( U ) ( A ) �...r._._ 3c� . f t • ��f�. J�t �,�...r.,L.,� ��° ( U ) ( A ) sq. fc. r �,�r � , (�(U)lA) --� =;�°�. v� ,: _"`"� �.� � U � d A ) sq . f t . _.....�..�_- --� �a. f"r.. • (U)(A) sq. ft. � (U)(A1 s�. f �. � • � (U ) (A ) s.q. ft. • iU�(A1 St�. fG. �._.�..��L{� �A � sq. ft. � �U)iki sq. ft. ��°�.bD .� t'�l,l� (U) (� ) ��, ft. - tu ) (� ) sq. ft. • tUI (� ) sq. tt. � I�)(A) �c�. ft. = tU I (A i sq. ft, • iU) (A 1 �� Vl�lt,le Z •t'�ta r�' ti�pe �t�� w�r��s��d °y �� .��' _ x sq. fti. 1�?.vQ . ��p�� (U1 tA 1 �rirr��r�rrrA u � � �j (; • � t'r • � { U � � A � � "U" -�c sq. i�. � lU) �� n �u^ x s�. ��. ��- - tulcal �'c) AI.� '3 �7.�....Sq. f�.. ��f U1(A ) TOTA L� U l l!1) VA LUES ��, �� . C� C � DIVIDED 8Y TQTAL WALL ARLA �S'�,7�` , AYER�IGE "U" .1? ar les� for 1 k 2 t'as�ilY d�rellings .22 or les� for a►11 other buildin�s f�00F/CEILINQ: TOTAL AREA : {'��►►��- sq. ft. D+et�ll r�ferance _,_„_,"U" ,�,,,,�c sq. ft. � ��, �a� 's� "U"�"...r'�� s sq. ft. � -= ..`�"'.�e. f rom ,.�°..��_�,._ attached eheets. �� "�" �� q• �t.��`" '� •.,.� Describe openinB9 .. ��z�:_, ls. "U�----�-��, x sq. tt. -� E�� •� irt roof . "0" � sq. P : � ,.;;, , �� (U)(A) (U�(A) (U)(A) Itt)(�►) (U) iA ) A I�F�3��t�.Sq, ft. �2��'� (U)lA) T�TAL � U } i A ) VALUES � �.�� ,f�, 1� �...�...�..,........ ..�....r... DIVIDED 8? TOTAL F�OF� J°ar�� '� -. 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'r { _ � ��, � z � �1 y r .. ��'r r y� �� r 1 � �� , � � 4�. .�t � �' . � � s r � 1,9� � 5 vY � l'r'.. qq��, ' y ,� v .� 4 , t � .- 4 fc �. r �'� �5 �:y� j � aS ,S ` w`��s cSy `, I '� .'- J �,� � L i ��` .�y'�'�s � �� Y� � . � � F a �' �{'°� ' i' �'= � �?, Q�, �Y sy �y iF +r � .- { �- �,� x � , �d�� .? . �� l\- Y � . ` �`s i t -� A' t �.: � � dn '4 �� j, . � -" �- -M .,r � � 1 ��. ,, : . .� � � �� y : „ ',. r � . �' �t-� � '. M y y_ ' i �"i p a tas ��; `^N ty°ai' .�„ w*'� ,. e �: � " } i .. t ��'' .. � � ��'�."�'+ x- f{� ,i �'� � E r r � � _ 'Z °� `'k � se ��' � t Q" � � . _ .. iY. N �` ��. :.�� F , :[� � ��'� `� .-4' ,'� ,Fy � �'� _ '4 � , � �'��N �ri ,3 .�.} �_' ..n Y. ..�. � . Ld .J F .'�a.,_. . . � .. a� �?.��-� _ . . � . . . .. -x.-� ,.:. :� ,�.Yt``--; z, � ,j �% `� � � . �C� �'1 �".!� y CEOTECHIVICAL ENGINEERIIVG. CORPORATION 1925 Oakcrest Avenue Roseville, Minnesota 55113 (612► 636-7744 220 - 20th Avenue North St. Cloud, Minnesota 56301 (612) 253-3457 REPORT OF DENSITY TESTS DONE IN'COMPACTED FILL PROJECT: REPORTED TO: �LOCK 1- LOT 7� DaVERNE COi2PORATION EAST DANUBE ROAD 1393 - 16TH AVENUE N.W. INNSBRUCK NORTH, SECOND �1DDITION NEW B�tIGHTON, MINNESOTA 5"5112 FitTDLEY, MINDTESOTA ' GEC JOB N'O: 1379 cc: CITY OF FRIDLEY BUILDING INSPECTION DEPARTN�N7 6431 UNIVERSITY AVENUE NoE. c/o RON HOLDEN DATE: JULY l, 1977 Four field density tests were done at the referenced site on June 17, 1977. The tests were done in fill placed beneath the area of a proposed house. 'Y'he field density test was done using the Density of Soii in Place by the Sand-Cone Ivlethod procedure outlined by ASTM D 1556-64 ( - #4 sieve basis). The results of the field density tests were compared to the Standard Proctor Density (Moisture - Density ReTations of Soils using a 5.5 lb Rammanner and 12 inch Drop) ASTM D 698-70 (-#4 sieve basis). The results of the field density tests are as follows: " � APPROXIMAT�' TEST NO. LOCATTON ELEVATION* 1 NE corner of house 83? 2 SE corner of hot�se 83 i 3 STn1 corner of laouse 89 Z 4 NW corner of house 89i MOISTURE CONTENT (%) 5.5 5.5 5.8 5.2 RELATIVE DENSITY (ib) 103 109 104 2 100 * Elevations were referenced to the top nut of a fire hydrant located on the west side of East Danube Road across from Block 1- Lot 5. A temporary beneh mark of 100 was used there. HYDROLOGY • SOIL AND FOUNDATION ENGINEERING • TEST BORINGS MATERIALS TESTING • PERCOLATION TESTING • ENGINEERING GEOLOGY � CONSTRUCTION INSPECTION GEC #1379 - Page 2 Th� results of the Standard Proctor Test are: SOIL TYPE OPTIMUM MOISTURE (%) Sand, medium grained, 10.5 brown (SP) MAXIMLIM DRiC DENS I TY ( pc f) 116 The excavation and oversize were n�t inspected by our firm. Therefore, we can not qualify the underlying conditions. Howe=,�er, . three borings done previously in this lot and reported in GEC Re�rt No. 1287 indicated suitable material�at elevations varying betwe�n 85�' and 89�'. If the excavation was taken down to the recommended depth, and correct oversize achieved, it would be our conclusion that the excavation was done in a suitable manner. The results of the field density tests indicate the fill was adequately compacted. (We did not, however, actually perform tests in the deeper fill.) Report Prepared By: 4��` G � obert E. Pendergast, P.E. Minn. Reg. No. 8450 0 O � x7 �� GEC ,� .„,�: � a° � �, j , � � ��. � .��+' °�_ `. r � }� f�, L�A :;,'� �+ 47 � � . � 4,�t y � 7 '' 8 '� F 4 ' � Y � y; _ � . �°as.. ..3= -. '.,;,; .�,-.� �' ' `'� ,�,�,�... � . a -� c� :� ��-. °r � ^St P � �` � ��:. i t� H �'�F�ti}�� (�� -+�' . ; : i?.i`vt'sii;:n`N� � _h � `y' ��> � �.� � } � �,.` ° t G (' 6431 UNIYERSITY AVENUE N.E., FRIDLEY. MINWESOTA 55432 July 5, 1977 �,avern �Cor�x�atior� 1393 - 16th Avenue, ;�i'W New Brighton, I'?N 55112 Dear Mr. Ficek: TELEPHONE ( 812)571-3450 Subject: Lots 7 and 8, Block 1, Innsbruck North 2nd Addition Enclosed, please find the letter to the City of Fridley, from the Department of Natural Resources, c�ated June 27, 1977. The letter requests the City to notify any permit holders of any of the lots mentianed in the correspondence. Your permits �14186 and �14187 for 5467 and 5477 East Danube represent Lots 7 and 8 of Block 1, Innsbruck North Addition. Flease note, that the Department of Natural Resources' letter states that you must attain permits from them. If you have any questions, �lease fzel free to call me at 571-3450. Sincerely, CITY OF FRIDLEY � � �� 1 �.�,� ��i,� (`�� @. a'Z Dar�^el Clark Community Develonment Administrator DC/grs Enclosure cc: �epartment of Natural Resources Richard Sobiech, Public Wks. Director -�' �°"-' y�� 5 T A'f E O F j U V LI V� J��L:-.� ' .,u D�PART�i1�NT OF fV�►YURAL RESOURCES June 27, 1977 Nletro Region Headauarters �,�a�ers Sectio� 1200 ti{Iarner Road St. Paul, Pfiinnesota 551�5 (612) 29� 7523 Darrel C�ark City of Fridley 6431 University A��e.. id.E. F'ridley, Nlinnesota 55432 Dear %;r. Clark: The De�artment has deternined that four :'jrpe III ��retlands are platted to be devela�ed in the 2nd adc:ition of I:insUri:ck P1or�h. ihese *aetlands ful— fill the follo•,�i.no criteria used to designate tnzblic �rtaters. 1) Retention o° ;•ra�er to prevent r�r reduce do:�mstream floodi:��. 2� �ntrapment and reten�ion or nutrients and otner na�erials ;ahich impair the �ualit�- of na':.ural resources. 3) nlildlife habitat areas for the spa�•,-u.ng, rearing, ieed.ing and nestin� o� wrildlife. Regulatory po�rer over �ublic t�raters is determined b� hLi;inesota Statutes 105.1�.?. Any development ��rithin these t�et— lan3s that is subject to 1'�5:1�5 requires a water resource perr.at from the Deg� tme�t. ?t tre yoresent, :•re have �%eterr.iined ti-ne status o� tre �Tpe III 7aetla�-�c�s a.:z t:ne 2nd additio:� to be puolic :uaters. There�ore, ��re are rec?ues-�ing you to dela�� issaance oi building nerr,a�s on the ioZlo�,,�in� lats in the 2nd. addition. Block l� Lots 7�'c �� lo.ck ?� Lo-ts 1,�.,5, �,13,11�, Block 3� Lots ��6�7. If �.�J� b�zi�di�� r�:,:.�s on the ��r�ve l�ts have been issued �rior to receipt of ;:.is let.,e:�, +%:� �erso:�s rerei;rin� trose perm,its shoul,�'. be notified at once �:�.�t �r,T� -�>r:,i�:- ��e �^e�ui�"ed. Ii' you desi.re further cla.�.fication concerni.:�g .tL' :- 1-"li.� E?'f ;�:..P,?S° ��?Z�. 1"1P at 29�—�,�,23 • :.�. ._.�i��i�� .; li;t OF ;:�e cril..P2'1:i used to desi�,-�ate public :Vaters •. . - ..�` , ..�^ �ir�-: �' :�r -e:�t � _�! :��i-i1�;,. �•rill e�,clu:�e :�retl�.ncis of th.is t��pe. �'��... . _ _ :1�-, /�: /;, , ,; , . . - �� -� . - •_ - `- ' , ; � % '�Q ' i. �.,� �. -�. : . t. - 'L. . l,� " `- - � � �- ~ ��_� :-� . _ , _ ._ _,. -. . .. . ... -- "- �'• •- -..- ,_'�f�.�-� � -• r— . _ J _ --� � , ;, .. _: � cv ADMINISTRATIVE SERVICES • WATERS, SOILS, AND MINERALS • LANDS ANO FORESTRY GAME AND fISH • PARKS AP10 RECREATION • ENfORCEMENT AND FIELD SERVICE .�� ;~r_.� J �: .., � r- � J �� CRITEHIA FOR DESIG�ATIQN OF �ETI�fD3 gS PITBI,IC PIATESS ' � �-d _ . a� Water supply �or�au.�►iicipal� industrial, or a�ricultaral purp�ses; b) 8ac}�a�c� o� under�ov� �te�r atrats; c) Betention o� watar ta gr�vent ar reduce do�tree� ilooding� thareby mial.�ia�zi,ng erosiora an� reaulta�t Prvperty' dams88� 8� L�tra�pmsat and reteatiora o�' nu�,ent� and . ot�� aaterisla which impa3r the qual�tq o� nat�al re�ourc��; e� Recrea�i+�� ac�v3.�3�s �� r�� i�f�� :ii��' ,�ac� - huntiag; P� Public nsvigation other thara for recreatioztal peirposes; 8� Wildli.�e }zabitat areas �ar the sgawnin�� reariag� �eeding� and neeting o� wildli.�e; hj Areas deaigaated as scienti�ic and natuzal areas � � � � f �'� �� - � �,� . � �. � � �� f" . � n.. � Z M w "' J uf A Q .--. t� LL A Z Q L.L O C7 Z � E � 3 Ci. � O � z O �"' K[ c� J � a a � . � � � � w b .� $ � ��ro� N � �! � O� .� ��m . ��m M .0 �-1 ►+ ' o+�oro � � 3 � C ^ '''�jjj � — [ � V O � °is�ixa � o��a � �� R U N ,C � O '�y� b+ +� � • � N '�d -.�i � rl �.�i � Gl � � axPO" � �%�I i° s ° �m G` � .'a+ a� o � z � '�°�� +i � � Q N � ] a ( �.�i �d a °� a � a � � m�� ri N +�1 M O'O i� EW Up] H � ° ro� ►tl1i m m� H a U W 1i H 1 dJ b� � � � o� �w �w a o � W � �+ h O U H �� SG � H W p N G�1 � ro � 3 � m � iaqzo ►+ a� v 3 +� abueg seg - N 3 �xtg •as� •Zddy spg � .� sayseM OS'�EIItO�RFj � suiseg � u��E� 5� U iE3Q SOOj3 � SXdMOtj$ .� sute�ano3 � � butxuT.xQ � ,� sde=y uSEM `� �' g, ��S �- o �o +'f O U suFseg \. � � � � H SQRL �E'Q \ cg � StQ�s� � w - � 037 s�asoT� "+ z a e �` u a u v v r� a:, saFi�S .�Ni N � v c v z d � tg t'iiJ E � H � a � \` 0 " `ai" H � �� a a y °w H � z' a - w �a a N � � O N N a 0 � � tlt J � � a J p � l ¢ n� � J 0 u, '� O c� f • � ' � F 4} t? �? 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In�ulation Guide Windows Doors Refereaece Out. �fiaU Dot. Wal➢ Ceelin� RooE �l�e Kisd How Applied Yes—iVo I Ye— s—�To 19— j _ Fl.� f��>TFrr�em l.ength /�idth �= C HeiQ6t �' Fl.) �ioom Leagth 3, Width � c, Hei�ht , Windowa and Doors--Crackage and Area Wi�dc,ws and Doan--$rackage aod Area �YIAth Hel�hl No. ot Linul tt. Ars� PlIALA H�IgEt No. OL Lln�al tt. Aru No. of pane ot D��e U�ht• ot eraek sp. tL Ne. o[ pan• ol pane It�lfb ol cnek q. tt. .:2 6 S �.� ..j'`- / �i ;' }' 3 -=� s � :� �' ,� G- "l,,Z �� 3 .z :� �. _2 Y ,� Z .aL / � - a�r � t- 3� 3 S� Co�g. �cu 1n61tratioa � � y �f-�? �.y-}<, c.�ess �° j ;`�' � G' ; "�? E.IP. Wa�� Net e:p. wall Int. wall Ce��mq Floor Tocal Btu. � ,� �. �>,+2 �.=° i j + /� �=. '. .'� t%' :�� i3� Requirrd sq. ft. ED.R. or sq. ins. W.A. Leader ar�a �-- FI.� /�f-�) � s r m � Length / G` Width A? Height � Q/indows and Doon--Crackage and Area WId►h Ha1�At No. ot Llneal tt. Arq � No. ot pane ot pane tl�ht� ot erack ' p. tt. / �� i-:� � � In�ltration Glass fsp. wall �<< <=P. weu (nt. wall Ct�Gng � Floor Total Btu. Cocf. Bcu 3�' ¢ ti' i ; � �y �� i°- C� •, ..: L . .' . ' %C -r' S G 'n' ; L `t� i� (.. % .;� ,�;' -��: - Requircd sq. ft. E.D.R. or sq. ina. W.A. Leader area Fl• '` -C, ,..�oom � Length v' Width :-Z _z_ Height 1� °. Windows and Doors--Crackage mnd Area R'Id�h Hel�ht No. o[ Llnesl [t. Area No, ot p�n• ot Dans II�At• ot cr�ck �a. tt. ,° � {� _ � il �- �]� � .y -� ,� ; `. .� - � � f � - / .�. - ' 'f y d '� �,.. :.� Coef. Btu Infiltratioa r S' L <� :�;- �. ` �.1a�s '. ,t_ " � ��. % � � � ,"� f�p. wall y-'� L Net e:p. waU _ ; (. `j ', � .1, ��' � . 9nt. wall CciGng Floor Total Btu ft. E.D.R. or aq. ias. 'aV.A. Leuder area � ! � _ ? -� 1-- 'S � <S'" �= .s � L � �a 3 � i % . .�'' Cocf. Btu tnfiler�e;on � - j=� � c� c �iss / � � � � � G� � E:p. waL� ,5'C � IVet esp. w.9! ;` :z x �, C•' r�; Inc. wall Caling 1 ,'� '7 � � Floor Totel Btu. /S�� -.� Required sq. ft. £.D.R. or oq. iai. �V.A. L.eader area FI.I �" =�� Tioom I l.eogch 3� Qlidch �� Hei�ht . �lindow9 and Doon—Crac�cage sad Area w�ldte Ha1�Gt lvo. o! Lln��l !t. Aro� No. oP p�e� e[ gano II�bN Ot erack p. ft. ' .:z > �� `, ,� -� � � �, �. Z _� �' S". �� L^ / "� � a. �7` S�• .�- r_' � 9 E. Y In6ltrateon j � ' ��' ; 5 ` c Gla�a ,% G �,-.. s' ;r � � � Eup. wall �� s' C Nec e:p. w�ll �;:' j �. ,Z fJr � Int. wsll Ceiling :�'L �3 °� �� f�ovr Total Btu. / ` .S � itequired �. ft. E.D.R. or aq. im. W.A. Leader ares Fl.I ��r '�'r '. �oom I L.ength i` c Width <..T! 1`_ Height } Windows and Doors--Crackage and Area R'Idth Halsst No. ot Lln�at tt. Are� No. ot pane ot v�e� U�hu ot crack p t!. f.�. � ' � `. �;: (d 2 -.� � f_�- � z �, / ��' Coef. Btu In6ltration •,� � ,� -1 �_ � � �; , Glr�am Z � �/ �_ / ; � E:ap. wall �� Net eap. wall ;, / � / =' ;:Z, .•. Int. wal9 Ceiling �Ss �':' Z � � Floor Total Btu. � ,� ' Required �q. �t. ED.R or �q. in�. WA. Leade� area eroo►�rH re�Nr�Nc a �ov ca � �� a _ t � Y �., u � � �. u n b �+ 3 � � � V u v a o � � �t a y u M � d o . L t ra L p Y U 4 y �+ O j � C y o e � � � u c o d � a a i. u g 9 0 � H L � ' . � O � u v a. }t U C d p O tl y a y _ -.a C U m t ' o '� °� " � �„i ta c y ' y u _.+ c � a m � ' � � f� � ...� e --+ v ° �y � ?j 3.� V " a � q ax, �, ,�a ' fa 0 o a w p a a�t o o" C gd�� C 1 �. O �+ 4 G e � � O. C F C i�i O o m � � '�'� m Y � Q � � � e+ o s. �1 d r � 7 p --1 L� m � 63 7. c O L O O O� O v v.a v� a 1+ o i1 p� e m G� C o �t � l� a vi O p L1 L t m Q� o c w.+ v� c � � O V �A 7-.i .-I 0 ,,Fj aa 7 a C � y� �� e..1 fa a+ 4 � o � J] C. y rt H m�C o � h ' � U H� 4'�% � s �� C7 2 Mq ..7 � Q 0 4 � O : z w i X � � � ' 0 z E� �N � N � ' N p O� � � O N g � i � � M N � � a o � � Z tJ p O w H .� HW upf �+ .7 U ' p. m pF O 3�..7 U E-+ Z 4t _ � 1 g � °a W O. —1--- � ) � � � �. Ct • t! Z 0 c - o• -+ -..� o v� N . o . _ . � , t'� h �f . ' ' . . N � - ' H - . " ' _ ' M . - cK - -. . w " a , � v � . z � � o � _ .7 0. � 1 � y� � � �� _ t.-d.1 d 0. O _ w d O � a w �- w fJ1 N y" � � - N ~ > > � �- � N O. y H °d. w ac = O o � f,Q.,, � e�-�1 0 _ �, . Vs N N �/► V► �/Y b► w VY H OY P► Vf K 1? O'f w o 0 0 0 0 0 0 0 0 0 0 o a o F-+ 6 O O O O O O O O ' O O O Q � � r'7 1'Y cV v1 v'1 O [� v� �n rt .-1 O �� V! N H Vf Vs '-1 H V1 V► V1 V► �► H N h y ii :i ie }c ic i{ }i ' it ic x Jc x - m � _ � � z° . w m �� H W _ V � • � � N `'� W � , � � � � � � � C -H Q � � - ¢ •- � • � g g � . � ►. vf p. o o � ' � 'a � Fw., •� o. -.C� o o+ .�.� w z � ¢ � -Gi o ai � � o a � � �- c a c• O " e °o E4-� ° d O� ✓ J O 7C W' y � d � u m W = O O O � � LI C LI � M y( � ri � O� ' , • E"� }� � V O ' O 1 . YC � y � � b C � u M Oti O � O rt . . v~„ �. r'►�. ,.�i u o u' v S � y.a �i O N iM i., L� /I O-°. Q 7 Cl `i +i % O� `Q �1 v v• t� x a� x o �n � -+ � �+ � �c1 � N{ .��+ d N f.�, t H� I� u � ►-� n u aC aK a+ � � � ? u u N 1 a V' L ty r � H u ; � � � � �. = x W � � � 3 �- �a w a - � a - i� , ��_.� . -,.�._ �___ � . ,�r� . . _. - ,��_:�,�. ,� �� i� s:.�' s_� f ° , � .; September 27, 1977 �. , = x •�•' ;�.� �� t �� F � _ z 8431 UNIVERSITY AVENUE N.E., FRIDLEY� a91NNESOTA 55432 DaVerne Corporation 1393 - 16th Avenue N.W. New Brighton, Mn. 55112 � Re: Final Inspection at 5477 East Danube Road N.E. Dear Sirs: TELEPHONE ( 612)571-3450 A final inspection was made on September 23, 1977 of the above address and the following items were noted which must be completed before the structure can be finaled out; l. 2. 3. 4. 5. 6. 8. Provide sod in the front and side yards by November 1, 1977. Provide a hard surface driveway by November l, Z977. Finish heating ductwork by October 14, 1977. Complete plumbing and call for inspection by October 14, 1977. Caulk all exterior joints in siding by October 14, 1977. Install garage door closer between house and gaxage by October 14, 1977. Expose a11. garage anchor bolts for reinspection on October 14, 1977. Firestop southwest corner of garage ceiling with 5/8 inch type X sheetrock by October 14, 1977. We will expect the above items to be completed by the scheduled dates when reinspections will be conducted to determine compliance. If you have any questions on these items, please feel free to contact me at 571-3450. Sincerely, RON HOLDEN Building Inspector RH/mn CC: Mr. Tom Fisher 5477 East Danube Road N.E. From the desk of NAS111i QURE5F3I CITY 14ANAGER'S OFFICE �-!!t� November 3, 1977 � �SU�JEC7: Complaint About Plumbing Bill by�.� Da�id E. Ficek, 5477 East Danube �e�e, —�--�--� Please see the attached material, review and advise me. Tha�k you for your assistance. NMQ/ms . 11/3/77 Tom TO MEMORANDUM DS-464 Pl ease review &�orr�nent. Shoul d thi s be sent through� ' the City's insurance company? You may want to check with : Marvin if applicable. ' DS/j ! i S-¢-2 ii/�/? � ��° �. ; •; t �r:-� ,�'� , � . -� �.,._.,.� : . - � �' ,�'�s--`�� r�� __ �r .r�� - !� � ;� ,�,". ;�� - � y-' € ��`� � 8431 UPfIVERSITY AVEPIUE N.E.. FRIDLEY� AAINNESOYA 56432 TELEPHOWE ( 612)5y1-3450 November 9, 1977 . Mr. David Ficek DaVerne Corporation �` 2200 Silver Lake Road �` ,. New Brighton, MN 55112 Re: Claim Submitted on October 31, 1977 Dear Mr. Ficek: We are in receipt o� the claim referenced above, regarding extraordinary expenses occurring in connection to municipal sewer and water services for 5477 East� Danube Road. Please be advised we have forwarded your claim to the City's insurance carrier for review and appropriate action. The attached is a copy of the claim as submitted to the insurance company. We will keep you informed of the status of the claim as it is being processed. � If you have any additional information or comments regarding your claim, please contact me. Hopefully, the matter will be resolved in the very near future. Sincerely, 9 /��- � `�,,�.�2C. . Thomas A. Colbert, P.E. Assistant City Engineer TAC/jm Enc. i � � �4! ' ei; r � �� x ,!' �. ��;4..y.._...�� i� ; �� ,.� �� '�� f; ,�' �-��. �C �' 9 . � ;' �� ,:,..�� ` �.= �' � �`` �;',�E � � � '4.' �� ' � �� 8431 UPAIVERSITY �1VERIUE N.E., FRIDLEY� MINNESOTA bb432 TELEPHON@ ( 812)571-3450 �: Navember 9, 1977 � (��^ ' �_ .�; � Mr. Daie V. Hadtrath � � Transcontinental Brokers 815 Plymouth Building • Minneapolis, Minnesota 55402 Re: David E. Ficek, DaV�rne Corporation � Utility Location - Abnormal Expense Location: 5477 East Danube, Fridley Date: September 20, 1977 Dear Mr. Hadtrath: The enclosed claim of Mr. David E. Ficek, DaVerne Corporation, is �or an �bnormal expense of $�95 for the sewer and water connections at 5477 East Danube Road. I have attached a letter from Mr. David E. Ficek, DaVerne Corporation, and a bill from Hokanson Plumbing Inc. If you have any questions regarding this claim, please call Mr. Thomas Colbert, Assistant City Engineer for the City of Fridley. Would you please process this claim and notify the City of our insurance company's position regarding this claim. Thank you. Very truiy yours, Marvin C. Brunsell Asst. City Mgr./Fin. Oir. MCB:sh Enclosures cc: Thomas Colbert, Assistant City Engineer 0 �..�,�a.m...... � a,;a;m . . . .� ^ . ,. �� . , . � . ,... . ,, s•�� .r. ��d� � � (/'�y'��'0 1 !�t��,l�� : . ��. �p�l�$�/ ��a��0!'!ra r eea,�w � _ rvapa, .. v^ eMj- � •af�lpd't,}s+ ".1 .� p .q 8+04. '•�/ ��. .d ...^„ r.sf"1�i'r«,•'. �°_ . �e� -d�. �+.i vdle�a'!rct:�..�.....,,� �ni�.w.�..+.a�rx..Y.o�a ' - L�:edoa�a :.�+.+S..c`1w1�s�e:�.:w.a1.`' .. ..��.�r.r'--.+—.+b+-+�+�+. li i�lvil.��t � li ..�.d,r•� .. �. F�1��'d I..� � � �� np.uryu�.��i ��.ih�Fd NU �-r-f•i i��i !1i �.-:-: �,� . Y f 1 0 7i".�_i.tli� '- � nVf.S ❑NO $j1l/U_ i'i•l�C� NUL1�,iH ��Ju��^y,Symhn�v i'Ull V 1 MIS6LLLANEOUS INfUHMAl1UN (SdeBloG i CM 85560 ._..�.�._o.._ .a.._ /i .. . .•. �. .. , "� ��r:;., ..�, _,�.:.t SPC(.IAL I.U. UR SQ(:IAL SE(,UkIIY �1U p City of Fridley �� j. ��- _, Iii� i�t`.Ih!'aCE FNGYE F.U`IpESS �'NOME � � I 6431 University Ave. N.E., Fridley, P1n. 55432 , fJ/A � 571-3450 � g+- ; c-.-. ... .i;;:..'� Fr -. .-. • F • v,�,t.r� • j P9onday through Friday, 8:00 a.m. through 5:00 p.m. "� °°.'°';:,.-,." ..:.,�.•�- �:. _ .. r.�. �:... ,,�.-...: ,...• �.::.,,:.-.:.r•;-._��:� � � 9/20/77 ��. 5477 E. Danube Road � DESCRIPi ION OF ACCIDENI Gk LC)SS (Use re•rerse. �i nFcessary� �� Additional costs incurred by homebuilder due to alledged inaccuracies of a � utility locations supplied by City. �1 �aSS PAYEE (If none. so indicate) 1 �j ti'EH.NO. YEAR. �1AKE. MODEL :t J12 NAFAE OF OWNER ICheckdsameas0o��cyholaer� 1 -SAN.�• . i �],$ NAA1E OF C. iVER lCheck if same as o�vner) -SAME- . .y1G OWWCR `� David E. Ficek d �Yj] OTHER flRryER 1Checkdsameasowncrl � -SAP1E-, �� n �],$ DESCRIBE PROPE� Y, (It auto. Make. Year, �;t� Residential Utilit � �ti,. DESCFI6E OAMAGE � �895 Labor Overrun ,�j NAME Uncluaeallm�uretlpd5JBI1RPfp� A i OTHER COVERAGES (NO•tault.70wt V.I.N. (V_mcle IdenUhcaLon No.l ADDRESS fCheck d same as pol�cvhc •SAME•. AGE aDDRESS iCheckafsameas -SAME- , YES I INO PHONE ''�Z �i.CUPATION EMFLOVED 61' � ¢ Builder DaVerne Cor or =7 PROBAE3LE CISAHILIIY FEIUFNEO TO WOFK WN� QN PRE6tIStS' : N/A WCCKS nYF$ �NO 2� NdAtt I ln� lu Ir HI un n�• 7 u ��s •�� •ci I al�Uf:1 �J .� )EPT. TU 1 N/A CAT. # 1 i r.oUeS. Plr. � . 0 ��r �l. � PLATE N0. OTHER INSUP.ANCE YES CI NOC PHOtJE � PHONE PURi'OSE Of USE USfD YlIlH PERA41S5!0'. YES ❑ (vJU EEN? WHEN � PHONE • � 631-1213 PHONE i NAME & POLICY N0. � AGE I��HICLE I EHiCL I WED I ' �I I I 110N i0 INSUHEU ([mvlover.Famdy,etc i • None INSURED OTHER �i�+E�� VEH�CLE oENICLE 7 ., i iu.� �. � �, y . A J ._24 . ; y i � 5 �:l AIAI:1(S 4 November 8, 1977 Thomas Colbert Marvin G. Brunsell � � I�AI( : 111:t 1; �1' It11Y)1711(� 10 �I!�NAlUlil 11'Ih�pUClH. INtiUHfl1 1117. I��:�\�!h � 1i'�qtli �,�� 7�� 4GIN�'V i•i+��l'nN� ��1'l1;tlli�N: �.!.•:.�•� �� .�Ni� ��!\•.�HMIN� �� c�� r� � a� V �r.t� !�� )i 1 •�nrr ...` ��n .�7%1/'; +�.s�'�;.a,ie��+'�;+�. .�"r�=� New Brighton, �In. 55112 Registered Builder 612/631-1213 October 31 , 1 a?'j j'�•r. IJa si:� '.�zreshi 6431 jJniversity I�.ve. '1. �. ��'ridle�T, i :in�. 55��32 Le� r Sir; E :�ncl�sed �,ro�.� i,vill find ? co*�v of � biil f2^O?"'t ''�'ra�son r1�irlbi�T I�c. tP�at ha. � been ��3 entirel�T ?�� ^�:p. `1'he tt�ro ite�s chec t�d are the t�-��c �f this lett-,er. `J.'he se�-:�er azd water connect� ons for ;1�?� �:�st Dan•��e c�ere thirteen feet fror� the location sueci.f� ed b�r the :'itv of r ric'.1��r. Tn constr��.cti�n, it is norr�=�1 to � ss�zr�e a�l�is or a r�in�.is ii�T� feet, n�t th=rtAAn feeto Pfter, fi,t,�o da�Ts of excav�tion, d�rna�;e to the telenhc�ne and ,as l�.�es, .a�d so:�e �el� �'ror�� cit�� fsicials the co�n- ecti�ns ��zre fo�i�d tn�rteeZ fwet f�.irtrer tha� SnPC7..f1F."� h�r the Citv of H ridle�t. Thi.s is ?n abn�rr^�al exne�se I will n�t i-�c�ir. 1 t�ere- f�re eYnect the ^it�T of ii'ridlev to Y'P,lT71b•� .rse �:e �`��5.�0 a;, sz�ecifie� on the �ttar.:hPd b� 11. Havi�T t:zis !°!�tter cleaned �zn b�r i�Iovember 10, 1�77 wo�ild be renelicial to h��th of �.is. Yo�zr ti:-�e �nd consicier�tion is �rate�'�.zll�r ?rn.reci^ted. Sincerelv �ro�.�rs, f� � P.�vic� r. r,ice�: DaVer:�e �ornoration DL�': rIs � r' ` � � � � . . �� ,� � � . � �.. _ _ _-__ ... v ____._ .: __ _ . __ __ __ . . _ . . _ - . '. • ...Yv � YJ.!.T�t.Yp �� ,...,;.�it '.s�s. "�� •S•� M. J.r�f Y�^.t' .. . .. _,.9 . :�. „ .,- .i ' � i .v'�9�..,) _ . , ' �„ .' ' n , � ��6 � � .t • . • . , , _ ..` o � 1'G. �,;K �� . Ne 1421 � :� . ;� , . . - t ., u f1��V1�5�� 6.1/ICt��I`�� YfJ�� 09 PHOnc nnrr nr ��ui,i ��--� . • � 10601IVassauSt.NE ._,""��. . ��' t.�.•r . �,:� � . ' MINNfAPOLIS, MI`a .ri5434 �^� N^M�,�^, �„�k' , , .' "� ''" Kti^^ , �-'. ;k�: ut e . '�. L'�.i•- k . . . �. . � � �•. �. . ��,.% ...._ ..�__.._�_.._._.._.. .._ _ ..... .'. PD�ono 7�79� . . � � ' Job ;� i C=wb .. . To ]�.�a�r?� i:or�,. . ' .. _ . . .. .. .'. . ._ . PNONE 13y3 ` � _ . � � - � � ORDER 7 A:<EN f1Y ._. .......:y-•-. ....' ......... . � .:.�. . .. • TERMS: • � . •..... -� ... . ... • :.s • _ . .... ;_ .. - DESCRiPT10N ; , ,,,..k . •._ - .. . . : . ... ._ . �.. . �r � - --• , _- ... . � ` ARQOUNT :►17 ?�lui:i��:; .._._ :.id ... . ..;1� •�� So:�� .,�.';er 1_�::, ac i�ooku� . _ . _. . .. 11; :,_: ��'i:dii�='� i��131i rH.U.^.@ V5 ' -- - . ._.. .. . ..._. .. �%t' � �''v p1oo� in ';we�e�;��.�t � ._ _.. _ .. _. .. . 11� ;:; "�.- :.J �1 i '�i: 4c� . ....... .. _. . . . . . _ ' ::� •to ra.� :-� _ _... J . "�� `,<::�.�.. . ::3.S �D ix1',: EL - -.-- -----� -. - • ._ r { . , , .. _ .-_. _. _. _ _ ._ -' ...�^ ^, _ .. �� :.: vG?-ic?' . :78.'�ET v°�i:l? sC,$ � � . . . _� _ .. � ��, �F � a-.�'��, .. C�.J V• �L �'�^P copper. -- . - _ '��.� `;:,�: � �: �ra ��,�:c 32.A I dd �v � �: p:-: o:.� ii,.e -.. 58j Ae� � LABOR HOURS 'RATE AMOUNT TOTAL MA7ERIAL __ T_ _ WOftK OROEREO BV `?'�k "�'ou TUTAL I.ABOR � '— --��'- - --� - -- 1 --- — � ----."- �.. -• i . _._. --' - - -- --- onTE con�PLerbro TOTAL TAX � LAH(7R PAY THIS AMOUNT � _ � _._. _ . . _.i�.--- � SICaNATURE (1 hereDy ecknnwledge Me sat�sfacrory comD�et�on ot the above tlescribed work ) ••-- 0 , '.. _. ---,___ __.. . _ c ✓ �'.' , �!!. /E _ _ -, a ^ � � s � !�' . _ � ��-� , 7 7 �E�� i�,r,�.t,�,r � �� - , � ' � , „ � �� , �. % � 3 I �l� � �.�- �(�b-� -ra � �-,- .��-� /� , _ . �� , xi_: �.�� , ,, � � , _ __ � - - - ' - - y } - LH�rv c�vrasn�..cmGV Y � � `- - �> � � - � INITIAL COfi�iPL�li\iT FiEPORT ��. '' ' � � ••� ,.I"-Use o� . e�� o:�on: � I:ne .� inciuded. J�;�i�G i� � i�, �---.1_ � _J ••Et_E".liy� _. �.ly v.hcn optio�e�l I�m ,= e�,itt��d. .. raESS KEV CONTROI NUMt3ER IOCa,) CONT. AGENCY NGC IDENT. (CP.Gi � c � � M,N o,0,2 0�6 0�0�/ l. NBR DATE REPORTED (RPD) TIME RPD (TRP) LOCATION GRID NBR (LGN) � � 0 5 1 3 7 8 � 1 � 14 � � PLACE COMMITTEI� ti l �:1 � as � anu e � � � � � � � � � � � � � HRD Codes P - Phone R - Radio LNBR ISN UOC UCS UCS CODES A- Alarm - Pending J- CLRD/Arrest. .hr. R- Ref. Oth. Agen. �. �n Pe.son �� r.� � � D C- Exe./CLRD A- CLRD/Ar►est Adult-- S- Assit./Advised U• U�ounded Juv. G-GOA/UTL V- Vfsual T - Other M - Mail Reported By: 7 - orne� Address• Phone Nbr: Complainant• Address: , Phone Nbr: 7� IncidentDescription:MISC. PUBLIC/Compl stated that the driver of a truck belonging to the below listed company is dumping dirt on the property across t e street rom im. e s a es_ that he believes it is a�rotected area and wants the dumping stopped. Truck dumped _ three loads Subject• Modern Blacktop Co. Phone 535-6835, No license # available. ATTENTION GITY INSPECTION DEPT • Sal lman jhr ADDT'L. REPORTS: ❑ OFFICER/SQUAD ASSIGNED: SUPERVISOR APPROVED: ENTERED C.J.R.S. O �IGINAL � , � - �� y �� e �� 2 9� ��,t'zS- � �e �'� . � �� w� � r�e�`� �►�sT�� `�r?mc � � �1.� s�'l� Z ��— � �s/ s�� 7`�c� �s �~� � ,f S �� r( — �=�� 'i / / �� s�6�� .,� �-,`� �� , ��i� j� �.�' �- � �� g��/j� c� � � � . a � �� -� � ex t dx ` r :!k � � i "� �� . :� €_ ;�_=. ,_ , ; �''l " f��,��,k� E�4' ,F` °.s` CITY OF FRIDLEY 8431 UNIVERSITI/ AVENUE N.E.. FRIDLEY, MINNESOTA 55432 TELEPHONE ( 612)571-3450 January 26, 1983 � Ms. Barbara Fisher 54�7 East Danube Road Fridley, MN 55432 Subject: Water Analysis of Well #13 Dear Ms. Fi sher: In response to your note requesting information on the chemical analysis of Fridley water, I am enclosing three report analyses of our Well �13. This well is located north of the FMC property. As you can see by the results of the three tests, none of the critical element quantities are above the test equipments' capability. In all cases, except for chloroform, were the sample values above the laboratory comparison. Sincerely yours, f�t� . John G. 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Z � IQ.. p Cl � C "� V � G1 G G � •1 N G 1E.. � L Cr t� ^ t� G -� c, r. E ►. U cJ C� � G r u u —+ e� �.C. v C F F � � C C E C � .-+ I • C +t C � L 1. � .•.ur � ~ ^ E ^ ti G � v c o .� :, ..�+ .;` .: .; � � � � L � E r �.± C r'ti C1 �.+ � f � w.i r-1 i�' I(� J .r C ... 'v C L` ( � � � I -� r � � �� ^� C z d L E'� ti �/: .sG C 4 � cc '� c .-� � �, \ z � � ti Gr e ►. w , c G t..: v v � r < I ( Fv-F 2 I I < ( I ^ � � I I � I I Y I I t y I ' i I 9 �� \ �y / � � v / � �/ `/ \. � �� .� � �.1�,^'�.��r'ii i'`-'� ' V '�(,'�{,E-�� 2t"- ` .�--�'� � _ '►�-�� '�''�LQ- �'�� Q • � "� �� .�.. ? -� �-�-�� . � . �� - �..Q � �� . � , � �. � s~� i - � z�Z J ,. News ol the Week Most dangerous U.S. waste dumps identified Of some 14,000 abandoned hazard- ous wastes sites across the nation, the Environmental Protection Agen- cy has proposed 418 of them for priority cleanup. This cleanup is called for by thr 1980 Superfund law and financed from a 51.6 bil- lion kitty, mainly from taxes levied on the chemical and oil industries. Most of the abandoned sites are located in heavily industrialized areas of the East and Midwest. New Jersey, which has been locating abandoned dumps aggressively, has the dubious distinction of having the largest number of sites (65) listed on EPA's priority roll-call. Michigan, with 46, and Pennsylvania, with 30, rank second and third. But the most ha7ardous of ail sites, according to EPA's computerized ranking system, is an abandoned FMC Corp. land- fill in Fridley, Minn. The Fridley dump has contami- nated the aquifer that serves as the drinking water source for the towns of Fridley and Bruoklyn Center. That aquifer flows into the Mississippi River, which supplies drinking wa- ter to Minneapolis. Among the con- taminants detected in the ground- water are trichloroethylene, ben- zene, and bis(2-ethylhexyl) phthal- ate. Trichloroethylene, a known azu- mal carcinogen that is being tested as a human carcinogen, also has been found in Minneapolis' drink- ing water supply. Under the agency's scoring sys- tem—which tallies the relative risk to public health and the envimn- ment—the notorious Love Canal site in Niagara Falls, N.Y., ranks 116. Howeve:, as a state, New York ranks fourth in the number of sites (26) listed on EPA's national priorities toster. In contrast, Alaska, the Dis- trid of Columbia, Georgia, Hawaii, Nevada, the Virgin Islands, and Wis- consin have no sites listed. EPA Administrator Anne M. Gor- such terms her agency's accomplish- ments "solid." To date, she says, EPA has initiated cleanup at 112 sites and has obligated 83g6 of the funds appropriated by Congress. O Ten sites ranked the most dar�gerous abar�doned hazardous waste dumps in the nation SN� n� Nasard 1f�an of dis�os�l T� ol wast�s Conlaminanb FMC Co�p. Coin.�mination ot driNcinp water Early 1950s tp Solrer�. pairri sludpes. TricAloroethybns. methyl Fridte�r. Mim. so�rce 1p cihes ol Fridby and early 1870s plaeng wastes cAloride. beruens. oC�ers Brooklyn Center, Pol�ution of Mississippi River. Ihe aarce of potable water for Minneapolis Tybouls Corn�r L.andRl! Surtace water and go�x�dwater Senitary. irdustrial wastes New Castb CaN+ry. contaminafion ' Delav.a►e endn ��qoon cro�.awater and a�rrace water wastes nom coa� mines, Bruin 8o►ou¢�, tontaminatwn. Leqoon lies oil Helds. 8nd ChemiCel PerxiayN�r►ie sdjacem to Bser Gsek. wf�leh firms jcins 1he Alle�+enr Rirer. a wate► souru la Pitesbv�f h+duslN-�: 12s Surface water and gouidwatsr 1853 to 1981 Wastes hom manufachra A►sen�. �ead. chromium. (� PhilHp Trust) oontaminaticn of insecticides. expbsfves. others w�. �s acids. �a�+►+ea n�ees a�+a ►eg�g Llpari Undfitl Surface water, �ovidwatx, and 1958 to 1971 Domestic and industrial Benzene, toluene, bis(2- GibbsDOrO and Pitmen eir pollution; sRe is lOtated in wastes chloroethyp ether, Townshipg. I�bw JerSey erea o} huit orCNetds Deryllium. mercvy Slnelak R�flrNry Svface wata and possiblp Re(inory wastes, including Mercury, poychlo.ineted Wellsville. N.Y. gounOwater Contaminstion oil sludges and 1ry esh biphenyls, oil cortippr�Ms Prle� L,andflp Cyoundwater Conlam4�ation pf 1969 to 1978 Sanitary and in0ust►ial Benzene. chloroform. Pleasarnvilb. N.!- potabb water so�rce for wastes trict�broetl�ybne . Pbagantvilb: pluro of Contarninat�on tlrsatens Atlentic Ciry Pollutloe Abat�nwnl Sufacs water and gro�x�dwater 1970 to 1876 Poymer ga1s. Platinp large quantitiea of S�rNe�s pollution: Pol�uted surfecs water wastes. metal aludges. Dolychbrinated biphenyls. Osr'spo. N.Y. discheryes atto Lalte Onte►b paint wastes.l8bo►etory otl+ers chemfcels L�ounfy Stt� na �re ns r�a Charbs City. bwa NN�n Kranwr LanQpl Sirfa� water 8nd proundwater 1970 to 1880 Senitary. eonstruetion, I�tantua Tovvnship. New contamination and ra�d+emic�l .lerssp industrial rretos IIe1� er � nol �ratl�bl� • Januery 3. 1983 CBEN TOM AND BARB FISHER 5477 E. DANUBE RD. FRIDLEY, MN 55401 April 6, 1993 City of Fridley 6431 University Ave NE Fridley, MN 55432 Attn: Scott Erickson Engineering Dept. / / I �/ /I � (J' R Dear Sirs: � I am writing in regard to two vacant lots across the street from my residence at 5477 E Danube Rd. I had previously discussed this matter with Mr. Erickson on April 5, 1993. I thought it would be wise to put my comments in written form to preserve them for your and my use. I have lived at my present address since 1978. Initially I was told by my builder that the lots across the street were not buildable because of city ordinances and DNR restrictions since the lots contained a pond used by wildlife and constituting at wetland area. I also understood that the lots served a drainage function for the entire neighborhood and a major drainage pipe runs from that lot under East Danube Road and along my lot into Farr Lake. I understand that over the years, the owners, Keith Harstad, his sons, and/or other nominees have attempted to sell the lots and/or build on the lots. About two or three years ago, Harstad moved considerable amounts of fill dirt onto the lots from excavations on other homes he was building nearby. Portions of the wetland area were filled in and I and my neighbors anxiously called the city. At that time we were told that, while a certain amount of fill had been al I owed to be pl aced on the 1 ot , there had been a considerabl e amount over that placed on the lot. The city forbade further fi 1 1 ing of the pond and so for three years we have 1 ooked at mounds of dirt lying on the lot. We were told that Harstad was supposed to move the dirt off the lot but of course he never did so. We were told that there had been unauthorized dumping on the lot but all the trucks I ever saw dumping were trucks we followed back to a Harstad building development a mile or so away. Now I have been told by a contractor that he is going to buy these lots from Harstad. He showed me a plat map that indicates a 20' drainage easement behind one of the lots and a 40' drainage easement behind the other lot. He also told me that nothing prevented him from filling the swamp and/or excavating it and eliminating all of the standing water entirely. He acknowledged he would have to leave the cantours to allow drainage into Farr Lake across the street. He told me he planned to leave the water on the 40' easement but I must say he did not feel he had to do this. He showed me the plan of a home he proposed building. This home would barely fit on the lot with the 20' easement and would come up directly on the easement lines on one side and in the rear. He said the home would occupy the area that now contains water. I have several concerns. They are as follows: A. Will and can the City guarantee me that alteration of a major nature such as is proposed wi 1 1 aat cause s�ore groundwater pressure on my foundation and possibly cause me to have water problems which I do not now have? How will the City make sure that drainage easements are protected and properly maintained? B. We have also been told by builders that soil tests showed that any home construction would require sinking posts to support the house foundation and such effort would make the lot and home too expensive. I was told by the prospective builder that new soil tests were going to be made. I don't know if he has seen the old ones, or been told about them, but why would anything have changed? I think the City should look very carefully at any new soil tests that suddenly show facts different than old tests. I am not interested in having a half-built home that sits idle because of water problems and soil problems that should have been foreseen. C. What about the wildlife that uses this area? What about DNR protection? What about the City's, County's and State's needs to balance development against environmental protection? I believe that the history of this lot is such that n�o one, in 1977, ever seriously thought they would or could build on these lots. D. What about the noise and dirt that accompanies construction projects and is not expected in well established and completed neiqhborhoods? E. What about the lengthy period of neglect of these lots and the illegal dumping on the lots? When will this be cleaned up? The present owners of these lats have never cared about City regulations and neighborhood we11 being. They only cut the weeds and stopped filling when it was demanded. Why should we believe anything they tell us now? I wish to be advised of any permits issued by the City regarding these lots. I want the City to protect aIl of legal rights available to me so I may raise my objections to plans for development of these lots before such plans are approved. I wish to be notified as to whom I should call if I have further concerns regarding these lots. Finally, as a citizen and taxpayer of the City, I expect the City to only issue permits for construction on this property after the City 'r�as fuily examined the history of the 1ots, the soii tests, both current and historical, and the potential water problems development and well established neighbors. If I assistance I will gladly do whateve help in this matter. Yours truly, . C. om Fis� might cause for surrounding can be of any further help or r the City feels I should t� _ _ CIIYOF FRIDLEY FRIDLEY MUNICIPAL CF.NTER • 6431 UNIVERSI'�Y AVE. N.E. FRIDLEY, MN 55�32 •(612) 571-3450 • FAX (612) 571-1287 April 16, 1993 Tom and Barb Fisher 5477 East Danube Road Fridley, MN 55421 Dear Mr. and Mrs. Fisher: We have received your letter dated April 6, 1993. While you addressed it to Mr. Scott Erickson, Assi�tant Public Works Director, he has asked me to respond to your concerns. In 1990, the State of Minnesota passed a law which protects wetlands. The intent of the law is to have "no net loss" of wetlands. This expands the numbers and types of wetlands to include those which were not protected.by the Army Corps o.f Engineers, the DNR, or the US Fish and Wildlife Service. Prior t� any further work commencing on the vacant lots across from your property, the wetlands on the property must be identified and delineated. Mr. Harstad will need to hire a private consultant to accomplish this. If draining or filling of the wetland is to occur, Mr. Harstad will need to develop a plan to mitigate the damage to the wetland. This plan will need to be reviewed by both t�e City and the Rice Creek Watershed District. A permit will need to be issued by the Watershed District prior to construction beginning. At this time, we have not received any permit applications from Mr. Harstad or any other builder for these lots. We are aware that Mr. Harstad has contacterl the Rice Creek Watershed District regarding permits, however, they have required identification of the wetlands as well, in compliance with State Law. If you have further questions regarding this issue, please contact me at 572-3593. Sincer.ely, Michele McPherson, BLA Planning Assistant C-93-86 � _ � � DATE: TO: FROM: SUBJECT: Community Development Department PLANNING DI�ISION City of Fridley April 16, 1993 Clyde Wiley, Chief Building Official Mary Hintz, Inspections Secretary Barbara Dacy, Community Development Director Michele McPherson, Planning Assistant 5470 and 5490 East Danube Street (Lots 5 and 6, Block 2, Innsbruck North Second Addition) The subject properties are currently vacant, and platted as single family building sites. The owner, Paul Harstad, is interested in developing these lots. Located on the properties is a wetland. Under the 1991 Wetland Conservation Act, draining or filling of wetlands is prohibited unless,mitigation occ.urs. Do not issue building permits for these lots until the following information is submitted by Mr. Harstad: 1. Identification and delineation of the wetlands on the property. 2. Approved wetland mitigation plan. 3. Permit(s) from the Rice Creek Watershed District. If you have any questions regarding these lots, please contact Michele at 593. M-93-206 0 s�e�ec1 PERMIT NO. City of Fridley � �, � �� 7 AT THE TOP OF THE TW�NS g U I L D I N G P E R M I T r � � � �` _____ COMMUNITY DEVELOPMENT DIV RECEIP�TOf110. �e 1l/ r � L � PROTECTIVE INSPECTION SEC � � j` R� i � � � /"'\ � CITY HALL FRIOLE� SS432 NUMBER pEV DATE PAGE OF APPROVEO Bv �---'�' �'' 612-571-3450 910-F15 5/29/96 / / JOB ADDRESS 5477 East Danube Road NE � LEGAL LOT NO. BLOCK TRACT OR AODITION SEE ATTACHED DESCR. � 1 Innsbruck North 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Rarl Breitbarth/Richard Nye 5477 East Danube Road NE 574-0975 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO 5 ENGINEER MAILADDRESS Z�P PHONE LICENSENO 6 USE OF BUILDING , Residential 7 CLASS OF WORK ❑ NEW ❑ ADDITtON � ALTERATION ❑ REPAIR O MOVE ❑ REMOVE 8 DESCRIBE WORK Remove existin 10' x 12' Deck/Stairs; Construct a 398 sf Deck 9 CHANGE OF USE FROM TO STIPULATIONS See notations on plan. I��j� Before d� � all utili��ng cal! fot Y locations ��rQU�REDon2. BY �AW TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD SEPARATE PEFiMITS ARE REQUIRED FOR ELECTRICAL, PLUMBINCa, HEATING, VENTI�ATING OR AIFi CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OFi ABANDONED FOR A PERIOD OF 120 DAYS AT ANV TIME AFTER WOfiK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFV THAT I HAVE READ AND EXAMINED THIS APPLICATION 1 STAILS GAFAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WOfiK WILL BE COMPLIEO WITH WHETHEfi SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT �3,409 �1.70 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERM1T FEE SAC CHARGE PqOVIS10NS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON- @ STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. �87. LS Fire SC �p3. �FL PLAN CHECK FEE TOTAL FEE $92.36 SIGNATURE OF CON'AACTOA OA TH � ED AG NT ��ATE� WHEN PfiOPER At�IDATED THIS IS YOUR ��^PE��wR"""MIT � �� / � � ��`� SiGNaTUAEO%pWNER��FOWNERBUiLDERi �DATE� BLDG NSP ��FTE r�w ADDN ALTER Cl Ll �l �' ConstructionAddress: I Lega1 Description: _ CI1'Y OF FRIDLEY SINGLE FAMII.Y AND DUPLEXES R-1 AND Building Permit Application y7� � , � 6/ �� 1, � Owner Name & Address: .,��q Q� B��I7i314,E7N 1 61 ic tr�t� D� Y� Tel. # S� y- v g�s �' Contractor: � R ►'!�t � MN LICENSE # Address: s� ry, C Tel. # Attach to this applicarion, a Certificate of Survey of the lot, with the propased construction dra.wn on it to scale. DESCRIPTION OF IlVIPROVEMENT LIVING AREA: Length Width Height Sq. Ft. GARAGE AREA: Length. / Width � Height Sq. Ft. ��( DECB AREA: I.�en �� Wid�h � HgtlGro d � � Sq. Ft. - 6� .3 =/� /, �7 OTHER: � �7O1��'- . I� / �� k /� � � � `. 9� S�7 x�,� � Corner Lot [] Inside Lot [] Ft. Yd Setback Side Yard Setbacks =�`/� � Tyge of Construction: ��, ��d Estimated Cost: $ �'7Uq �'� Approx. Completion Date: {Cost on Back) Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x$ ' _$ DATE: �� a y- q� APPLICANT: �p p. c�,��;��,�� Tel. #�78 y- /o �� Da� Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: � �.z�' � �, yl � �, ?� $ $ $ $ $ $ � �Z, 3� CITY USE ONLY Fee Schedule on Reverse Side .001 of Permit Valuation (1/lOth%) $.50/$1,OQ0 Valuation $9� per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] �UII.DING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, res�uire the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to-wit: TOTAL VALUE $1 to $500 $501 to $2,0� $2,(�1 to $25,000 $25,001 to $50,000 $50,001 to $100,000 $100,001 to $500,000 $500,001 to $1,000,000 $1,000,001 and up � $21 (Minimum Fee is $21 plus surcharge) $21 for first $5� plus $2.75 for each additional $100 or fraction thereof, to and including $2,000 $62.25 for first $2,� plus $12.50 for each additional$1, 000 or fraction thereof, to and including $25,000 $349.75 for first $25,000 plus $9.00 for each additional$1,000 or fraction thereof, to and including $50,000 $574.75 for first $50,000 plus $6.25 for each additional $1,000 or fraction thereof, to and including $100,000 $887.25 for first $100,OQ0 plus $5.00 for ea.ch additional $1,000 or fracrion thereof, to and including $500,000 $2887.25 for the first $500,000 plus $4.25 for each additional $1,000 or fraction thereof, to and including $1,000,000 $5012.25 for the first $1,000,000 pl�s �2.75 for each additional $1,000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alterna.te "A°: Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.SU. Alternaxe "B": Removal and replacement of curb and gutter and install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $15.75. VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificaxe of Survey of the lot, showing the locafion of the foundation once it has it has been const�ucted will be required before praceeding with the framing. CERTIFICATE �or•• Da Verne Co. : � � oF suRVE�r P� / R° � b D �B � �� p � 75 $ � � � , ST � �P, / .s / / � /'� � �� ,Cof 7, B/ac.� 1, /NNSBRUC'/� NO.Qry ,� N� ,qoo/T/orv, ,4�0�� 'oa�1y, /lilii�r��.ro�►b. �, , Sca/ = .� �'.3D � aDe�ofes Iro� I We hereby Certify that this is a true and correcf representotion of a survey of the boundaries of fhe above deacribed land ond of the loeation of all buildinqs, if any, thereon, and all visible encroachmenis, if any, from or on said land. E. G. RUD 8� SONS , INC. Dated thia �L_day of�°�f 19�7 by ,� q--� �,;� �% Cr�..odi �.�.� Minn. Req. No..�— / (�� E. G. RUD & S�NS, INC. LAND SURVEYORS 3847 155th Avenue N. E. Anoka , Minnesota 55303 Tel� 434-6505 1-S/ 77-52 F ,.---1b May 24, 1996 Attention: Mary (Builcling Fermits & Inspections)(5�2-3604) City of Frid].ey 6431 University Avenue, N.E. Fridley, MN 55432 RE: Deck Flans for 5477 East Danube Road, N.E., Fridley The required information for acquiring a permit, as per our conversa- tion, is attached. 1) List of building materials. _ 2) Description of how deck will be built. - 3) Rough sketch of deck�. : . Pl�ase call either Richard Nye or Karl Breitbarth if you have any questions or need further information. :Please call when the permit has been approved. Thanks for your help. Karl Breitbarth Richard Nye 5477 East Danube Road, N.E. Fridley, MN 55432 612-574-0975 612-784-1022 0 ❑ � QG�- z u�� , / � r>/3� /?l YE s�3 �� Co �Lo�J � �. F. �, �.57�/-09iS ac 78`�-/�� , ` � �� Z Sc2c � e� s� S�'c f1c,,� /�! Z� X/�/ � v�f v� K �TU-f�.J i�� c�« A.� S f�'G T� Z. :/ Z` ��t 2O ' �(%,�;�-1 d� Scc �� s� L�c1 �•�az,� � � r p ��.LrL�2 c� � l-� r �, S c. l�Ga'�.�i�C�S . � /� �� Saz.G 'a �� 2. Lar E �C.Y� t'� ?b �O �� a �'�rE Cy� a� s� c T�1 f. 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' � , , � j � ,,, f/; , '/ � ' ! f - �i _ � ; � � �� ,�' � . •i�� : � . ,,�/ � / / � � , / ;�" � � ;� . . .%, '. t �f'ti�', �y;� �f�� c �� :�V �-� � _ ��'' �� Ir � � �� i � �� '� �I ' � i �I' ;;�� . /��' / oi��.� i � _ . , ' ' / ; ; ' -� l ,. �., • ,�_:�. . . — -. . _...... _ . � .5.�_� � �� - � � 0 SuBJECT . c�ty of Fridley � AT THE TOP OF THE TWINS g � I L D I N G P E R M I T �� i� � � � ; L �_�_� COMMUNITY DEVELOPMENT DIV r � � PROTECTIVE INSPECTION SEC � I i ' � /'��1 � CITY HALL FqIDLE� 55432 NUMBER REV DATE PAGE OF APPROVED BY �""'� � �'' 612-571-3450 9t0-Ft5 10/22/96 / / JOB ADORESS 5477 East Danube Road NE 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. � 1 Innsbruck North 2nd Addition SHEET 2 PROPERTY OWNER MAIL ADDRESS 21P PHONE Breitbarth/N e 5477 East Danube Road NE 574-0975 3 CONTRACTOF MAIL ADDRESS ZIP PHONE LICENSE NO Roncor Construction 10740 L da e A - A ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO 5 ENGINEER MAILADDRESS Z�P PHONE LICENSENO 8 USE OF BUILDING Residential 7 CLASS OF WORK O NEW ❑ ADDITION O ALTERATION �O REPAIR O MOVE O REMOVE 8 DESCRIBE WORK Reside House 9 CHANGE OF USE FROM TO STIPULATIONS TYPEOFCONST. OCCUPANCY GROUP OCCUPANCYLOAD SEPARATE PERMITS ARE RE�UIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OF AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENOED OR ABANDONEO FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS OFFSTREET PARKING I HEREBY CERTIFY THAT I NAVE READ AND EXAMINED THIS APPLICATION 1 STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT 11 885 5.94 DOES NOT PRESUME TO GIVE AUTHORITV TO VIOLATE OR CANCEL THE pEpM1T FEE SAC CHARG.E PROVISIONS OF ANV OTHER STATE OR LOCAL LAW REGULATING CON- STRUCTIO R THE PERFORMAN O�CONSTRUCTION. 187.2rj i8%. Zrji�'' Fire S�,' 11.89 PLAN CHECKFEE TOTALFEE L e e 97.33 S�GNAT R FCON'RACTOAORAUTHORIZEDAGENT IDATEI WHEN PiiOPER ALIDATED THIS IS YOUR PERMIT n �/ � 4�� C� SiGNATUFEOFOWNEFl�iFOWNEPBUILDEAi �OATE� BL �NSP r�piE rrEw ADDN ALTER [] �� ConstructionAddress: Lega1 Description: Owner Na.me & Address: Contractor: Address: l/� %�/ � CI1'Y OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 Building Permit Application Effective 3/1/96 �� Tel.# 5�� al%� MN LICENSE # ��,� � ��Tel.#_��(�-5�� Attach to this applicaxion, a Cer�fica.te of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IlVIPROVEMENT , LIVING AREA: , ' . . Length • • Width � - • Height Sq. Ft. , . � . . . . . . –�—� . . . . . . . � GAYtA�GE AREA: , . I:eng�th� : � � � Widtli ' � ' ' � H�ight ' ' � � ' Sq. Ft. � , . .. . . DECB AREA: Length Width � Hgt/Ground Sq. Ft. 01'HER: Corner Lot [ ] Inside Lot [ ] Ft. Yd Setback �.: .� : Side Yard Setbacks ' , - � .� , Tyge of Construction: _ - Estimated Cost: $ .: �%, ��S': ° �' , :. _ ,. . . . � Approx. Completion Date: � - � � , , - _ ' (Cost° on'•Back), .� . . � �� } , �, w Driveway Curb G�t Width Needed , � ' Ft: + Ft = Ft x $ '_ $ . , , , DATE: APPLICANT: � Tel. # ,�}'� .SS %� Permit Fee Fire 5urcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL ��,�1 �� ,;� . CITY USE ONLY , ,,._: , �� $ t��=°° �� Fee Scfiedule on Reverse Side ' - $ //. ;}�' .(�1 of Permit Valuation (1/lOth%) $ .�. �� $.50/$1,000 Valuation " $ $90Q �r SAC Unit $ � . ��C' $5.� (State Licensed Residentiai Contractors) $ Alt. "A" or Alt. "B" Above $ $450.00 Conservation Plan Review $ Fee Determined by Engineering $ Agreement Necessary [ ] Not Necessary [ ] � ��'1� �_3 STIPULATIONS: < � BUII.DING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein h�low set forth and in the manner herein provided to-wit: TOTAL VALUE $1 to $500 $501 to $2,000 $2,001 to $25,000 $25,001 to $50,000 $50,001 to $100,000 $100,(?Ol to $500,000 $500,�1 to $1,000,000 FEE5 $21 (Minimum Fee is $21 plus surcharge) $21 for first $500 plus $2. 75 for each additional $100 or fiaction thereof, to and including $2,000 $62.25 for first $2,�0 plus $12.50 for ea.ch additional $1,� or fraction thereof, to and including $25,�0 - $349.75 for first $25,000 plus $9.00�for each additional$1,OQ0 or fiaetion thereof, to and including $50,000 $574.75 for first $SO,OQO plus $6.25 for each additional $1,0� or fraction thereof, to and including $100,000 $887.25 for first $100,000 plus $5.00 for each additional $1,1�0 0�. fraction there,of,�to. and including $500,000 , ,_ _ $2887.25 for the first $500,000 plus $4.25 for each additional $1,000 or fraction thereof, to and including $1,000,000 $1,0�,001 and up . $5012.25 for the first $1,�,OQO plus $2.75 for each. additional � $1,�0 or fracrion thereof ' DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A" : Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.50. Alternate "B" : Removal and replacement of curb and gutter and install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $15.75. VEIYIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the locadon of the foundation once it has it has been constructed will be required before proceeding with the framing. SUBJECT City of Fridley 2 5 E 8 3 AT THE TOP OF THE TWINS g U I L D I N G P E R M I T � � � � � � ; y _�� COMMUNITY DEVELOPMENT DIV. r � � PROTECTIVE INSPECTION SEC. 1 � � l---_� �"' �,� CITV HALL FRIDLE� 55432 NuenBER NEV DnTE i 612-571-3450 810-F15 11/17/97 J08 ADDRESS 5477 East Danube Rd NE LOT NO BLOCK TRACT OR ADDITION � RECEIPT NO. ��.� / OF APPqOVEO BV � t LEGAL ' SEE ATTACMEO oesca. 7 1 Innsbruck North 2nd Addition SNEET 2 PROPERTYOWNER MAILADDRES$ ZIP PNONE Rick Nye 5477 East Danube Rd NE 3 CONTRACTOR MAIL ADDRESS . Z�P PFIONE LICENSE NO. Jayson Lindsay Roofing 2638 Clearview Ave, Mounds View MlV 55112 792-1857 4 ARCHITECT OR DESIGNER MAII ADDRESS ZIP PHONE LICENSE NO. 20098263 5 ENGINEER MAILADDRESS ZIP PHONE LICENSENO. 8 USE OF BUILDING Residential 7 CLASS OF WORK � NEW ❑ ADDITION ❑ ALTERATION 8 DESCRIBE WORK Reroof Souse & Garage (29 Sq) Tear-off 9 CHANOE OF USE FROM STIPULATIONS TO (� REPAIR O MOVE O REMOVE Underlayment must comply with the State Building Code. TYPE OF CONS� SEPARATE PERMITS ARE REOUIRED FOR EIECTRICAL, PLUMBING, NEATING, VENTILATING OR AIF CONOITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 20NING AUTHORIZED IS NOT COMMENCED WITHIN BO DAVS, OR IF CONSTRUCTION OR WOFiK IS SUSPEN�EO OR ABANDONEO FOH A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. DWLG. U1 I HEREBY CERTIFV TNAT I HAVE READ AND EXAMINED THIS APPLICATION 1 AND KNOW THE SAME TO BE TRUE AND CORREC7. ALL PROVISIONS OF LAWS yALUATION AND OFiDINpNCES GOVEFiNING THIS TYPE OF WORK WILL BE COMPLIED 2� 41S WITH WHETNER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT � DOES NOT PRESUME` TO GIVE AUTHORITV TO VIOLATE OR CANCEL THE pEFMIT FEE PROVISIONS OF ANV OTHER STATE OFi LOCAL �AW REGULATING CON- @ STRUCTION OR PERFORMANCE OF CONSTRUCTION. `774'.7S PLAN CHECK F �%-/'7-9'% Licen �GNATURE OF CONTRACTOR OR AU7H RIZED NT IDATEi p� ��F OWNER BUILDERi IDATE� OCCUPANCV GROUP OCCUPANCV �OAD SO. FT. CU. FT. OFFSTREET PARKING STALLS GARAGES SURTAX ' �1.21 Fire SC $2.42 TOTA FEE $5. $83.38 ALIDATED HIS IS YOUR PERMIT � r � NEw ADDN ALTER [l [] [l ConstructionAddress: CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION �: �O�ub �- i�o� Effective 1/1/97 �� a��o�' Legal Description: �.o ��,►� � oc.�G � I r� nS dor�K vv . 2`�`� Owner Name & Address: �� c.{� � y� Tel. # Contractor: C�. Gvt �; d S o. 12c� v�." �-, MN LICENSE # a2 �D Q$02 �.3 Address: �3 $' C�. t� c,�ru ► e� ��, �e . t�1�c,v c� S v i c°_w ��/ �� Tel. # � �02 / �'j �% LIVING AREA: GARAGE AREA: DECK AREA: OTI�R: Consiruction Type: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IlVIPROVEMENT Length Width Height Length Width Height Length Width Hgt/Ground Sq. Ft. Sq. Ft. Sq. Ft. Estimated Cost: $ � �`�� (Fee Schedule on Back) � Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x$ _$ DATE: 1 I � I'1 - `� `1 APPLICANT: .�o� ' Tel. �# � 9� -/�S� CITY USE ONLY Permit Fee Fire Surcharge State Surcharge SAC Charge Licer�se Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: $ L �� $ $ l�a� $ $ .�- c�� $ $ $ $ $ -� �s Fee Schedule on Reverse Side .001 of Permit Valuation (1/lOth%) $.50/$1,000 Valuation $950 per SAC Unit $5.00 (State Licensed Residential Contractors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] BUII.DING PERMIT FEE SCHEDULE The Chief Building Official sha.11, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to-wit: TOTAL VALUE $1 to $500 $501 to $2,000 $2,001 to $25,000 $25,001 to $SO,OQO $50,001 to �100,OQ0 $100,Q01 to $500,000 $500,001 to $1,000,000 $1,000,001 and up FEES $21 (Minimum Fee is $21 plus surcharge) $21 for first $500 plus $2.75 for each additional $100 or fraction thereof, to and including $2,000 $62.25 for first $2,000 plus $12.50 for each additional $1,000 or fraction thereof, to and including $25,000 $349.75 for first $25,000 plus $9.00 for each additional $1,000 or fraction thereof, to and including $50,000 $574.75 for first $50,000 plus $6.25 for each additional $1,000 or fraction thereof, to and including $100,000 $887.25 for first $100,000 plus $5.00 for each additional $1,000 or fraction thereof, to and including $500,000 $2887.25 for the first $500,000 plus $4.25 for each additional $1,000 or fraction thereof, to and including $1,000,000 $5012.25 for the first $1,000,000 plus $2.75 for each additional $1, 000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.50. Altemate "B" : Removal and replacement of curb and gutter and install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $15.75. VERIFICATION OF FOUNDATION Permits for construction will be issued a minunum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will be required before proceeding with the framing. SUBJECT City of Fridley AT THE TOP OF THE TWINS g � I L D I N G P E R M I T i � � � � ; L �_�� COMMUNITY DEVELOPMENT DIV. r � � PFOTECTIVE INSPECTION SEC. ii = � .-�-� �"' �'� CITY HALL FRIDLE� SS432 NUe�BER REV DATE PAGE OF l 612-571-3450 910-Ft5 12/2/97 / / J08 ADDRESS 5477 East Danube Road NE t LEGAL LOT NO. BLOCK TRACT OR ADDITION DESCR. � 1 Innsbruck North 2nd Addition 2 PROPERTY OWNER MAIL ADDRES$ Rarl Breitbarth/Nye 5477 East Danube Road NE 3 CONTRACTOR MAIL ADDRESS Roncor Construction 10740 Lyndale Ave, Bloomin�ton MN 55 < ARCHITECT OR DESIGNER MAIL ADDRESS 5 ENGINEER MAIL ADDRESS DING 25712 RECEIPT NO. � -� � � APPROVED BY SEE ATTACHED SHEET 574-0975 21P PMONE LICENSE NO. 420 888-5578 2337 ZIP PHONE LICENSE NO. PNONE LICENSE NO. 7 CLASS OF WORK ❑ NEW O ADDITION � ALTERATION ❑ REPAIR O MOVE O REMOVE 8 DESCRIBE WORK Remodel bath (floor tile. sheetrock. shower surround. etc 9 CHANGE OF USE FROM TO STIPULATIONS Install smoke detectors to meet the current state building code. SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, HEATING, ' Trcvr uVna�. VVVUF'ANi VENTILATING OR AIR CONDITIONING. ` THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING SC. FT. AUTHORIZED IS NOT COMMENCED WITHIN 80 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OFi ABANDONED FOR A PERIOD OF 120 DAYS AT ANV TIME AFTER WORK IS COMMENCED. NO. DWLG. UNITS I HEREBV CERTIFV TNAT I MAVE RE AND EXAMINEO THIS APPLICATION 1 STALLS AND KNOW TNE SAME TO BE TRUE D ORRECT. ALL PROVISIONS OF LAWS VALUATION AND ORDINANCES GOVERNING T IS T PE OF WORK WILL BE COMPLIEO WITH WHETHEH SPECIFIED HE OR NOT. THE GRANTING OF A PERMIT �4 a OOO DOES NOT PRESUME TO G E UTH RITY TO VIOLATE OFi CANCEL THE pEFMIT FEE PRO ISIONS F ANY OTH R ATE OR LOCAL LAW REGULATING CON- STR CTI N THE PE A C OF CONSTRUCTION. �87. ZS PLAN CMECK FEE � � License SC $5.00 SIGNATURE OF CONTRACTOii OR AUTMOpI ED AGENT IDATEI / yyHEN PROPERLV V C iiF OWNER BUILDER� �OATEi _ occuaawcr CU. FT. FSTREET PARKING IGARAGES fiTAX �2.�0 C CHARGE Fire SC $4.00 TA� FEE $98.25 'HIS IS YOUR PERMIT �_ ��' ✓ A 1 NEw ADDN ALTER [] �l � CITY OF FRIDLEY SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION ConstructionAddress: �� Legal Description: �_ �� c�la-�,� �� Effective 1/1/97 �� , �li � �� Owner Name & Address: �( ��e��-b� `��Y.(� 1��i � �JzG Tel. # �7�"—'O� �� Contractor: � (� MN LICENSE # 2 �� % Address: 1�� Vtl�� .��e'��1 • ��-��' Tel. # �g� � �� LIVING AREA: GARAGE AREA: DECB AREA: OTHER: Attach to this application, a Certificate of Survey of the lot, with the proposed construcrion drawn on it to scale. DESCRIPTION OF IMPROVEMENT Length Width Height Sq. Ft. Length � Width Height Sq. Ft. � Length Width Hgt/Ground Sq. Ft. � ` �` �L v�r i � c � �f-��-f rs��e'� t' �f�� G fiL .�E,c/L�Z��c�°E). ` G ""'�� 1��' �� ,, �1.�2� �� Construction Type:__ �J' �/VUl,K9 Estimated Cost: $_ �-C� � �� i,�� (Fee Schedule on Back) � Driveway Curb C�t Width Needed: Ft. + 6 Ft = Ft x$ _$ �� DATE: t � APPLICANT: �i, 1 1� Tel. #�'�� Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: �, $ � �� $ � ?�� $ .�'. c�C� $ $ `�-�L�� $ $ $ $ �,�� $ -� CITY USE ONLY Fee Schedule on Reverse Side '� , r �� L�� .001 of Permit Valuation 1/lOth% � ( ) - > . �'�.�'` L2�-- $.50/$1,000 Valuation �!� �� r `� $950 per SAC Unit � �'� � �`�'` ° "�� -�°f `� $5.00 (State Licensed Residential Contractors) ��Z' � Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Fee Determined by Engineering Agreement Necessary [ ] Not Necessary [ ] �� (�_ % G ; n y� '�' '� �.�. U� �,. � � � `�� BUII.DING PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to-wit: TOTAL VALUE $1 to $500 $501 to $2,000 $2,001 to $25,000 $25,001 to $50,000 $50,001 to $100,000 $100,001 to $500,000 $500,001 to $1,000,000 $1,000,001 and up FEES $21 (Minimum Fee is $21 plus surcharge) $21 for first $500 plus $2.75 for each additional $100 or fraction thereof, to and including $2,000 $62.25 for first $2, 000 plus $12. 50 for each additiona.l $1, 000 or fraction thereof, to and including $25,000 $349.75� for first $25,000 plus $9.00 for each adclitional $1,000 or fraction thereof, to and including $50,000 $574.75 for first $50,000 plus $6.25 for each additional $1, 000 or fraction thereof, to and including $100, 000 $887.25 for first $100,000 plus $5.00 for each additional $1,000 or fraction thereof, to and including $500,000 $2887.25 for the first $500,000 plus $4.25 for each additional $1,000 or fraction thereof, to and including $1,000,000 $5012.25 for the first $1,000,000 plus $2.75 for each additional $1, 000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $13.SD. Alternate "B" : Removal and replacement of curb and gutter and install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet tunes $15.75. VERIFICATION OF FOUNDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will be required before proceeding with the framing. � - �_ sua�etT City of Fridley 3 028 AT TME TOP OF TME TWINS g � I L D i N G P E R M I T r � � COMMUNITY DEVELOPM�NT DIV. RECEIPT NO. ' • � ( � i ; V ��'�� . . . f � � PAOTECTIVE INSPECTION SEC. � � /"'1 � CITY NALL FRIOLEV SS�32 NUMBE AEV DATH PAGE OF APPROVED BY �'°'� � �'' 612-571-34b0 9t0-Ft5 9/24/99 / / 10B ADORESS 5477 East Danube Road NE t LEGAL LOT N0. BLOCK TRACT OR AODITION SEE ATTACMED oesca. 7 1 Innsbruck North 2nd Ad.dition SFIEET 2 PROPERTY OWNER MAIL AOOR�S$ 21P PNONE Karl Breitbarth F� Rick Nye 574-0975 3 CONTRACTOR MAIL ADDRESS 21P PHONE LICENSE NO Drenzinger Contracting F� Desi 3429 31st Ave S A ls 55406 722-2174 20096577 4 ARCHITECT OR DESIGNER MAI AODRESS ZIP PMONE LICENSE NO 5 ENGINEER MAIL ADDRESS 2�P PMONE IICENSE NO 8 USE OF BUILDING Residential 7 CLASS OF WORK O NEW 7C� ADDITION O ALTERATION O REPAIR ❑ MOVE O REMOVE 8 DESCRIBE WORK Construction of a 12' x 5' Deck - ' 9 CHANOEOFUSEFROM TO STIPU�ATIONS Variance for sideyard #99-22 from 5' to 3' approved 9/22/99 See stipulations on plan ' TVPH OF CONST. OCCUPANCY GROUP OCCUPANCV LOAD SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, MEATING. VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOIO IF WORK Ofi CONSTRUCTION 20NING SQ. FT CU FT AUTHOR12ED IS NOT COMMENCEO VyITHIN 80 OAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANOONED fOR A PERIOD OF 120 DAYS A7 ANV TIME AfTER WORK IS COMMENCED. NO DWLG. UNITS OFFSTFEET PAiiKING I MEREBV CERTIfY TMAT I HAYE READ AND EXAMIN�D THIS APPLICA710N STALLS GARAGES AND KNOW TME SAME TO BE TiiUE AND CORiiEC7. ALL PROVISIpNS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING TMIS TVPE OF WORK WILL QE COMPLIED WITH WHETMEii SPECIFIED HEREIN OR NOT. TME GRANTING OF A PERMIT 3000 �.eSO OOES N07 PRESUME TO GIVE AUTHORITY TO VIOLATE OF CANCEL TNE pEqMIT FEE SAC CNARGE PROVISIONS OF ANY OTMER STATE OR LOCAI lAW REGULATING CON- STRUCTION OR TME PERFOfiMANCE OF CONSTRUCTION $3.25 Fl S O PLAN CMECK FEE TOT FEE Lic s 5 iG u CON'aACtO A A � ED • IOATE� EN O VALID E TNIS I,�UR E T/ ��./ � � / S�GNOTUAE O� OWNEA��F pW 4DEi1i ��r�� e�o �NSP ' � ��TE ' e �w [ ] ADDN ALTER Effective 5/10/99 [ ] CITY OF FRIDLEY [] SINGLE FA1V�Y AND DUPLEXES R-1 AND R-2 BUII..DING PERMIT APPLICATION �� b� � Construction.,Address: . �� % C�i�QST �ld�.e�r ��' �� '�I. � Legal Description: ' �6 �° %, "�C.c,�� ( . /�/•�; �e��c.� Owner Name & Address: � s 2 c. �1j �.� tT f3A 2� ,� cc��. c.1 � Tel. #�, � 2 ��/r p� 7�r Contractor: �j �2 � �-�+—� � GT/ �i �F `ZJ �s [c� MN LICENSE # � 'S'!o�-7? _. Address: ,��25 3/Se �Q t� ��-�i yLiA,,s Yll� S5'3%C�TeI. # 6(2 - 7ZZ - 2!7�/ Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. LIVING AREA: GARAGE AREA: DECK AREA: OZ'HER: Construction Type: Length Length Length DESCRIPTION OF IlVIPROVEMENT Width Height Sq. Ft. Width Heig�t Sq. Ft. � Width � Hgt/Ground y S� Sq. Ft. le � � �-�� s ESL1II13tEC1 COSt: $ � ,j (�3 D� Drive�ay Curb C�t Widtti 11eTTeeded: Ft. + 6 Ft = Ft x$ _$ � DATE: � Z.� ✓% APPLICANT: /lr(,a� l��tr� Tel. #�/L• 722• 2►7� Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharg�. Driveway Escrow Erosion Control $ � �. �S $ ,� $ / , Jo $ $ .�� $ � CITY USE ONLY Fee Schedule on Reverse Side .�1 of Permit Valuatian (1/lOth%) $.50/$1,000 Valuation $1050 per SAC Unit $5.00 (State Licensed. Resbdential Contcactors) Alt. "A" or Alt. "B" Above $450.00 Conservation Plan Review Park Fee $ Fee Determined by Engineering Sewer Main Charge $_ Agreement Necessary [] Not Necessary [] � ` �!J � � �' � 9 ��NC � �� l� TOTAL $ � ��°� �2 � � S- ' � U � ` �,'7�Ot�� B %�,� �. �;y' STIP�JLATIONS: � BiJII.DING PERNIIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any addition to any existing building or structure, or for any alteration or repair to any existing building or structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount herein below set forth and in the manner herein provided to-wit: TOTAL VALUE $1 to $500 _ $501 to $2,000 $2,�1 to $25,000 $25,�1 to $50,000 $50,001 to $1�,�0 $100,001 to $5(�,000 $500,�1 to $1,000,000 $1,000,001 and up FEES $23.50 $23.50 for first $500 plus $3.05 for ea.ch additional; $1;00 or fraction thereof, to and including $2,000 �� $69.25 for first $2,000 plus $14.00 for each additional $1,� - or fraction thereof, to and including �$25,000 $391.25 for first $25,000 plus $10.10 for each additional $1,000 or fraction thereof, to and including $50,000 $643.75 for first $50,000 plus $7.00 for each additional $1,000 or fraction thereof, to and including $100,000 $993.75 for first $100,0a0 plus $5.60 for each additional $1,000 or fraction thereof, to and including $500,000 $3,233.75 for the first $500,000 plus $4.75 for each additional $1,�0 or fraction thereof, to and including $1,000,000 $5,608.75 for the first $1,000,000 plus $3.15 for each additional $1, 000 or fraction thereof DRIVEWAY DEPRESSION ESCROW (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $15.50. Alternate "B": Removal and replacement of curb and gutter and in�tall a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $23.25. VERIFICATION OF FOUNDATION Pernuts for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed vvill be required before proceeding with the framing. 3429 31� Avenue South •-__ Nfmneapolls MW 55406 •--'.;:::�:; 612.i222174 TeUFax _-�'.t '' �� CflNTRA�TIlVG & QESIGN August 1s, 1999 Barry Building Permit and Inspection City Of Fridley 6431 Uni�ersity Avenue Fridley MN SS432 Re: 5477 East Danube Road, NE 12'x5'Deck Permit Dear Barry: The following list is details of a detached deck to be built at the above merrtion property. /�<;7��`� 5' x 12'.d�ae�d deck with stairs on frorrt and back. 2"x8° Treated joist 16" o.c. 5/4'x6' cedar deck boards Cedar railing with 4x4 post no more than 6' apart and �c2 balusters no more than 4° apart Rim joists to be 2�c8 treated lumber. 6x6 cedar posts to support beam from footings 412° footings 42° 2— double 2'k8° Beams supporting Please let me know if there are any questions I have ieft unanswered Sinc�rely, Matt drerrth Crivner, Drenzinger Corrtrading & Design � � a�� 4: � , � a n, �' �'> _ � �r � �p: � �..`'=��y"�v x : �; i { F 1 � � MF t � ::d ' � ,,.. 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Z � � � E m � ?. � � � �a� � s � ��F 9�u ��^ � � U) � � � � � � � � .�. m c � � � 0 � a� � � g � U � t � � � o �� - � `o N� � m m Q� � a I �� C y m O ,,,�� = �a � -- L � ��s� �-a� 3 o` � c� � °- �� C m C � � � `o - 0 � � O N U '- rn t � � cn m � h� � � a I i � z � _ v �� at � c � � 1e� �- °� O � � O I F � � � Q � �. � Q � � U , d'p` O � o � a � � a Y F- a �� .. w ,-_- og � a �� g W LL � F -w a � z � � � -a � >. � � o N � � � c v� a � c a c � o � g-� . � .� U C O '.i� � V � m a� CHIlVINEY AND STACK VERIFICATION . The undersigned hereby verifies that the existing chimney or stack: 1. Has been carefully examined _ Yes (°'� No �. ) 2. Is free from rust or deterioration Yes ( �No ( ) 3. Has no foreign objects lodged within Yes (�o () 4. - I� zecuglZ►- suppor�ed - Yes (� ATo i) 5. Meets all current Code requirements for siz� and total BTU's connected Yes (�No () 6 Has total heating BTU's of � Q� t� 0� — All other BTU's � 3 � �° � TOTAL BTU's f C� � � � � 7. •Has a liner been provided for water heater � pU �{� Yes () No () 8. Has combustion air been provided for water heater �I{�-Yes () No () � '7 "� C 1��5 � � a List ALTERATIONS Being �one: ti � � HEATING CO: Signed By: Date: " �� f � � � � � o �/��/� ,� c . m �, �3��c� 3d��' HOUSE HEATING TEST RECORD ADDRESS �� r� �D �1 APT. FLOOR CITY SUBURB �� OC� OCNPANT OMtNER HEAT LOSS DATE NTG. INST. SOLD BY INSTALLED El�ctricol Work By Gas Lin� Br BY v��s ¢ . C'� �.+./� TYPE OF HEAT GA FA HIN STEAQA SPACE HTR. UNIT HTR. OTHER GAS DESIGN CONVERSION � � � �,L°�f?� MAKE �� MAKE OF BURNER Mod.l V � e � � � � � Mod�l � S�riol �a" Mos. BTU Rotinq INPUT l` � �� MAKE OF FURNACE Med�l _ CONTROLS �� THERMOSTAT , �� H�t��u9 Volv� Limif ��f"�"1 Gv c� Limif S�Minq � � Foo S�ttinq Pilot Trp� " �� Pilot Mek• '"� Pilet Mod•I � Pilet Timin4 �S�"'f L. W. Cut Off � Pnssw� �� P�rc�M COZ E � Input CFM �� Pne�nt 02 Swek T�mp. Paanr CO � ` � � V�nt Siz� _ - - KIND OF LINER�/,., SIZ NO F Drok Heod 1��'��- R�quloror ��' I� �-�1 �� R'� Filtas Sis• Numb�r GImMr Loeation leaid� Outtid� Gimn�y Co�stroctien � � � � � Smok� Bomb Witino � Draft T•st Toq Qoas P►�ssw� � � Li�tin4 Inst. Dat� T�st�d �- `l Componr T�stieq � Naar ef T�st�r `" Builditlg MECHANICAL nermit rTo- � � � Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY nate Rec'c1: �• �� 763-502-4977 FAX EFFECTIVE 1-I-OS DATE I Ool � O q YOUR E-MAIL ADDRESS STTEADD� �y� � G . I�a�ube � THIS APPLICANT IS: � OWNER CONTRA�CTOR PROPERTY NAME: R1 c.(t �(v — DWNER/ pDDRESS: 'S y� � �(�anc�i� e CITY Ft+� It� STATE YIA ZIP,�,� TENANT pHONE: 7ii 3� S%�I- D 9 7S� CONTRACTOR COMPANY NAME: �.{'gg�.j� Hpn+p T�. Inc. NOTE: dba Fireside HeaAh & Home SEPARATE CITY CONTAC7 PERSON: LICENSES ARE STATE LICENSE # EXP DATE 2700 N. FBirYieW Ave. REQUIRED FOR GAS �DRESS: C[TY R�g �� STATE ZIP AND HVAC. 6at�&��88 . SUBMIT COPY OF BOND pHONE FAX ANDINSURANCE PERNIIT TYPE •,�SINGLE F,41vm.Y ❑ TWO FAMILY ❑ TOWNHOUSE , TYPE OF WORK' �NEW ❑ REPLACEMENT ❑ ALTERATION/REMODEL DETAILED DESCRIPTION OF WORK i i+s� a 1� L�a S�: r e p Ia � t jr.a,�� ,.�,�s I 1�- t-- PER MS 16�.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) OR La.bor cost under $300 =$I5.00. Labor cost between $300 to $500 = cost of labor x.OS = FOR PROJECTS WHERE LABOR EXCEEDS $500, FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (MDICATE TOTAL NUMBER OF EACH BELOV� '/ Equipment Instailed MFG: CG��n �t 0 MODEL: ('a�� STZElBTU 37 � MFG: � MODEL: SIZE/BTU Ag'G: MODEL: SiZE/BTU A/C $25.00 �FIREPLACE (GAS) $15.00 _GAS RANGF/OVEN $10.00 _AIR TO AIR EXCHANGEER $15 _FIREPLACE (WOOD) $35.00 NEW GAS GRILL $10.00 _BOILER $35.00 FURNACE $35.00 _GAS UNiT HTR $10.00 CHIMNEY LINER $]0.00 GAS DRYER $]0.00 POOL HEATER $35.00 DUCT WORK $10.00 GAS PIPING $I0.00 VETTTILATOR $15.00 ,— , , a � r �� ` x ` � ` � �: ��'� � ,; �� a� � �, � � � .. . � � u w�a � , „�� _ r��,�a ��. � � � .M-�... , .. - .. , u..... ..�� _ � �,.�. ,, � __ .m-...». _... �..��. �,, . ., Permit Fee $ Number of fixtures @$10.00 x$10.00 =$ Surcharge $ �� .50 Number of fixtures @ $15.00 x $15.00 = $ TOTAL DUE $�-� . p OR Number of fixtures @$25.00 x$25.00 =$ � Number of fixtures @ $35.00 x $35.00 = $ State Surchazge = $ .50 MI]�TIMUM $15.50 MINIMUM $15.50 Tota.1= $��;_,� � THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a mechanical rtnit and I acknowledge that the information above is complete and accurate; thaz the work will be in conformance with the ordinances and codes of the City of Fridley d with the Minneso Con tion Codes; that I understand this is not a permit but only an application for a perntit and work is not to start without a pertnit; that the wor will be in acco ce wi e approved plan in the case of all work which requires review and approvel of plans. SIGNATURE OF APPL CA T PRINT NAME JC �Yl n� � S� i z DATE I� O, APPROVED BY �� DATF� ry�r �.� ...a�.� :t- � > ��:�a� , ff. �. .� a �w ' ..� � ,s,;: a.a,. City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 City of Fridley Residential Mechanical Application Page 2 REQUIRED INFORMATION NEEDED TO PROCESS PERMIT RESIDENTIAL PERMIT APPLICATION HVAC � NEW HOMES/ADDITIONS ❑ EXISTING HOME ❑ MAI{E-UP AIR ��v� .�a�f��rir�,��r �a�: �� i3a99ff�-3 � �1T�r,r�F! ;t� _,,,,... , ' r s_ ti7111\G HOli�r,S REQUIRED F�}� ��lli�� :. s��.�� ea �ror�_ _ ��f � a � �,.,.. 1. Combustion Air �See note below) a. Oil or solid fuel IMC Chapter 7 with MN Amendments b. Natural Gas or Propane/IFGC Cha.pter 3 with MN Amendments 2. Make-up Air (See note below) a. IMC Chapter 5 with MN Amendments 3. Venting a. Gas appliances IFGC Chapter 5 with MN Amendments b. Fuel other than gas IMC Cha.pter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load per room a. Required on new construction IMC 1346.0312 5. Ventilation a. Per MN Energy Code 7670 or 7672 6. Duct Design Per IMC 1346.0603.2 a. ACCA Manual D NOTE: Centerpoint Energy Mechanical Code Guidelines software may be used for combustion and make-up air calculations.