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AF - 41128Established in 1982 LOT SURVEYS COMPANY, INC. LAND SURVEYORS REG[STERED I3NDER TAE LAWS OF S'tARE OF MINISf350TA 7801 79rd Avenue Plorih (783) 680-9099 ��po� ��o� �� Fu rro. eso-as22 ��a�� r�� B & D CONSTRUCTION curb cut 83i.78 �,,;�y Man Nala < 831.16 � =-- <e`��' I a'.a � y 34. curb cut �1 .. � 851.41 �\� , � � \ � � u� 0 � � g �g � � ' � 70F � 851.4 \f i � �' � \� � � � p � �' � 144.95 _—c-�.T 1 ___— 3 —__— ,�� iBBf ,\ \� �.�; \\ y� 26.0 � . � � . � � � G�� 3 � � �` �\ �\ / '" � � � � \ �. � \� � _ \ � \ \4 s � � . �� n � �� i o� � \`�� \ �`� �\ �\ � .\\ �\ / \ ` \ � \ �� A G �` ' @� \\ �\ � � \ d . . \\ o < \ � �. \ \ _. \ \ \ \ �� ` \ \\ \ s\ �` , �m �� \, `\� `'� ti � J.b, 90¢ I . � �, �� \ � � � � � � ' \�� `� `�� °4\£ 9 �� tl ° . � � �•p`�� u+ i ' � d �75 6 \� O �� \� •� y � � � � � � � \ \ � 'p e 9�/5 �\ %'e \\ t� �. \ � men hote °. , � � � �� a� � � \ �8�Q 0"l �. �\ � \� � TC ' Gete � < 89034 YaIY \\ \ '� \1 l0 k3 �O � e. r �� --. ,. . \ �� Q � Q "As—Built S �rvey" Top ot Blcck � I. 5 Garoge Floor ��• � Frat Floor �3• � Walk Out 843.0 � • 1 \ a � � �,� � �� rcce .�'�� 849.38 &�(p 3 � 4 \ ♦ _d TG �? eas�� M . ihe only easements ehown are from plats of record or information provided by cl;ent. Wa hereby certify that this is a true ond correct representation of � a survey of the boundaries of the above described land end the locotion of aIl buildinga end visible encroachments, if ony, from or on said iand. . Surveyed by us this 30th day of April 2005. :, �d \� �p•� h INVOICE N0. 737se F.B.NO. SCALE: 1 " = zo' • Danotes Found {ron Monument O Denotes Iron Monument 0 Denotes Wood Hub Set for exeavation only x000.0 Denotes F�cisting �evotion 000.0 Danotes Proposed Elevation �— Denotes Surface Drainoge NOTE: Propoaed grades are subject ta results of soil tests. Proposed buiiding informotion must be checked with approvad building plon ond development or grading plen befora excavation and construetion. Propcsed grades shown on this survey are interpolntions of proposed contours from the dratnage, grading and/or davelopment plans. Proposed Top of Block Proposed Garage Floor Proposed Lowest Floor Type of Building "Edg� dg�,. � G� y � �\` ��6 ��y`,�d1 e� ..�gi- �0� / � ' __ ______________.� � I � � � Ed9� � �e i ��h bx Draittaye d � � Ucillry Essement ; i� : I �/ I 7 gd e�, i � G� p 01 l �� } Bd �� IO r � �� i i `\e � � ��— �d9� i --' v��9�� ^ , 1 " J � i , � � Util%LtJ � ' � 835. ) L�99BIliB/l�� i � i � �� i'C`' __—_'_o _____'_"—____ JE��A :�� '� 9, �„v Lot 11, Block 1, SPRINGBROOK PARK 2ND ADDITION Anoka County, Minnesota Signed Chorles F. Anderson, Minn. Reg. No. 21753 or Gregory R. Praech, Minn. Reg. No. 24992 ` Established in 1982 LOT SURVEYS COMPANY, INC. LAND SURVEYORS REGISTERED UNDER THE Lp�qS OF STATE OF MINDTESOTA 7801 73rd Aveaue North (7&9) 680-9089 EGinneapolla. liinneaota 68428 Fas No. 580-9622 ��ru��r� �P1C�gfi.C��P B & D CONSTRUCTION ��=ti ].A �.00C� ZOIIO C PeI' f].ppd mgP Wo. 27�013IX)03 B effective date of lhac1ett 2, 1981. avb cut f &5/. 7b � Q�� }�') A(. 5enite ManH�la . NO� �OT L�e7& �,.,6 �"�p@ ss,�o .,� c'vb cut °'� ' B51.d1 � ._ t. e . .. ,a � � \ R� �= � N�� 0 W � ' Riee( � � / � .\ - \ \ < �� . � �_. � \ \ a 1 �a� \\ �'. N C man hole �0 � � ic C8`'.,0.3 � � N Q / � �, o �£�- a „� �e£ ; �� I . \ \ _� '_� Id.4L \��',\�, �_...�'\ � ``�� 'f�i `��\� �'s �� °• � � �. \ ` � � �� o. � � � �`\ ��£�� z ��11�� \� �. .' < � � \�� • . . \ �0 9./B `\ / _ e ,� � 'GBtB 4 Y.l�. TG CB 84338 0 TOF /� 85/.4 �%1 ��,�i INVOICE N0. 71474 F. B. N0. 1 ooi —7z SCALE: 1 " = zo' 0 Denotea Iron Monument ❑ Denotes Wood Hu6 Set for excavaGon only x000.0 Denotes Existlng ElevnUon 000.0 Denotes Proposed ElevaGon -�— Denotes Surfaea Druinage NOTE: proposed gradea are aubject to resuits of soil teata. Proposed building informoGon must be Checked with upproved building plon and development or groding plon before excwatton and construction. $S/ 5 proposed Top of Block ��•O Proposad Gorage Flaor �4� � Proposed Lowest Floor Type of Building Fitll ��E[lt ti78uCOUt � �` d98 � 9,6 e i� �U�9 _1� y e^ A , e�� I d�. 9rJ � 846.7 9d1•� �3g.6 _ �y' � �p 1 � �.,< Qr i-0.01- 1 ;`I1.94 . _ . • `D • ° �D 1 � �- . �' -----`•--- � - - ------------- E-�� I a z6•o•'�..ae6.r � 6 � I � w�'c d9 / :�:.. o � --�-� � � ..� � Drainaye e � N '�_ Utility Eaeement ,'� i � -p �''. �-ns�—�.. i� � ,,��ws�puc�y\ �/� � � 849. �"� I�: 843,8 +�iA(I�INm' 7` �j0�e 1 �,� � O � WA u. A4 ti�<�m �y��\ �� : 9"iu io ,u�°cc�a�Y � e�°' i � � \£ � : � 4- 71?�.r A �tsA �e� � \ �` �� j8 m : � � l E��O io � � � _ �. �_ � � �` � ; .� �6 0 � � e� � cA � �. - � � '�\= °• : � i ` 4 \�,�[1;, � • � �� \\ �� Q` N ; ,\ � , —a� �� •�\� � °w, ; �� { Ed9�� •p `f. �\ �: 0 �I U . o. S' e O.�.£ \ �6 8\ �� --- ti�� • \,,.p \ \\ �\ • � 3.� \\ � �"' \ `. �` y� � � � : 16.0° �`..a9za � i d9e , p � " �,,q `\� \ `�\\!. . % : ��h N� ' I uD' � � � � �=.'�ji' �. $'• � i a,5.f `\ �S \\ '�I: ': �� / �� \ ` utility �� 83s.� ••� �a � � �� '� Easemeny� a36.a ' �� , � � � ,� \ � �� \ �� O �� \ � � '•. � � � h�- ------ ---------------`'� �uee . a .; � � '/�G'\ � ��'`� e33 •� :� � ��y\\�\\ `\ ^ �� . 9 ' � � '� TL 9 \ 849 71 x q Lot 11, Block 1, � :. 8• SPRINGBROOK PARK a 2ND ADDITION Anoka County, Minnesota Tha only easements ehown are from plats of record or information °. �"� �e�' provided by elient. ' We hereby eertiry thet this is a true und eorreet repreaentation of a survey af the boundaries of the above described Iund and the location of all buildings and visible encroachments, if any, from ar on said land. Surveyed by us this 30th day of April 2005. Rev ^ rn By 9 � Nome sp2-77-ttb70p172inv77474.dwg Signed � Lc- ' � Charles F. M so , Minn. Reg. No. 21753 or Gregory R. Prasch, Minn. Reg. No. 24992 \` i � ' ��■ �148�� F � �� kNVQICENO.� � ' F. w^. NQ. G9-�1 „ s i� 1 i V} ' �` LAPta �3]xVgYOF� j scA+� �••_ _ ac�� ` � 4- �ENG�'i'ES IH�!N . "� REQ16J'EBEi} QJHDER LAWB OF B;ATE CiR� M�INN&i�YCA r'�. 901 • 73td Asonue 1Varth 690��u � ' •� ,0 ,... 1H1�ne�aid�� Mlaaeec#s 6Fi49E � i �, 1 �lttltB�OlJi ��,I�C� - � � � eos xe'vie � �� . �. �' .. `' r�� , 1 = � . , 1 I � 3S -��^ dl�N� � r ',a�.� s . / 1 - __ 1��-.��'-- ,r` ,� ' 4. b . J \ •� �—" =^^�--�----�r.�� .9 l / `3 p, `� ty�� ` - � --- -�-- � � `� ( . , -- i , ,�s` � d —y � � � p/Ut�� t � i f Y n ��_ r � > > ti s ;; j� ; r � �` , � �,. � A �. � � ., � °1 p4 Pty' % �`, �' � � Y' '` , 1 \ / 'n c o./ / � `1, ' ` `� �', �' � %.' � � N f „ / . . v�� :. � �� ,� �' ,� \ % ~' ,`'� ��(� � ' � ., _j_ . �'� .� �� 'd { 6. . . ' �s._ �i� j 11 � �� 'I � �` r � . � cY+ \ � 6� � � O Q 1 � ' � � �� , ;� . — yr �'°-� �1 1�,r �r i ��'. � i �. .' 4f� �,dC�/ -,\ ��'� t',d \ 4 lV \ � ` / �'��1 \ � , `P5 —f- . S �`•ar � .�, j- � / . � ��;, � ,\ \\ '�� R' �' J `�P� �` ',\ � ' ,' - `".�—..� -- -- _ , \ , �r '�.� ' - -- --- -:�- � --P- ;�l7--3� ` � ` s��'ka�'° � .-- --.. w. � � / ` Q b �+ �/ , f `\ � � // ��---�"'�c e� , ,,., •�`�,�� :i1 �` y `. ,,,�t �r �� % �� 1 ° � / � �e�� - -� .,,.:" �� / "' � .� C� � S � .. �� . � � _ . '1 �, -° O � � 0 I 7 F!' "`� q \ ! pi Y r , `41 ' / p Fh � .'��\� ; �jr^� fGa�� E na ♦ r c+ . ' � _ ,��i . �.\ " - . .�,�$�` � m � �p�. �� 2`�� / a n � . .� ��D .�D��T i�o'�'�.h m ��C-- ��1� �4�/r�t/d-�iv6 � a Lot 11, IIloek t. SPF1NGbH�7Uk'7'ARK2NL'ADDITI�1 ��b L/Af�� F'�'''i�� F m I � : 0� So�.m'% �� " � . /�ss�� ,.� ��' s� -k � � � /,�wi� e;�N ...�♦ �' :� , e F � � � � 0 ��e o�r �mr,�, ��wwn a,�. � aw. or �a o eeo�a,+o�,�w,am! e� � �.�'l�� C9�` 2�. i e:Ira�e. '" / -^/� 1NeFN�lrga9U9y�M1t+�is9aalrusar�yo�dnPn�sntatlaria�ea,uve:orUre � / ��'�� boufdYh�t�tt�a t:17►a dq^.t6�d l�h: mdtfie �(i,:n otAq b�Hl�„nH;�a• /7 �;; �i Wi��n6v.tea�e�n+`.Ii�fNmao'iimtWL�O. f 1 �oe!'USL�ts�dEk_de?lot--p�[__._'� ,_.flT �1lned 1�G+�. k'a�. ::... };, i9a^ � • r�ada Prn�. M�m. Aep. Na e�Q3 ' a � . �.��..�.�...-�„e� ' N � a� i� �' a � � � 0 ; h � m m n O7 C�. � w u s c i 'tl � � ,Aor. 13. 2005 1:16PM Brau� Intertec — St. Paul No. 1400 P. 1/4 sRauN° INTERTEC To: John Haukaas @ Ciry of Fridley Fax Nqmber. (763) 571-1287 From: Date: Pages: John Re: Phil Petenon 4-� 3-OS 4 Proposed Residence at 8041 East River Road � �` � � `��'' Fax Transmittal ,�� v�°� �/ �� On behalf of B& B Construction, we recently completed 3 soil borings for a proposed residence at 8041 East Rivc7 Road. Th� attached Log of Boring sheets ST-1 through ST-3 shows the s�il types/profile that were enoouatered. Boring ST'-1 was drilled in the approxirnate front center of the proposed building; ,Bo�rings S�'-2 aaid S'�'-3 were drilled iz� t�e approximate NE and SE corners of the proposed building. The followix�g is a brief summary of our �'indings and tecommendations. Summa.ry ai�tesults The three borings drilled for this project encountered 8 to 9 feet of poorly compacted existing fil� over rather soft to rather stiff glacial till. The eieisting fill consists mostly o#'siliy sand that coatains some organic soils as well as pieces of wood and concrete, The glacial ti11 cons�sts of sandy lean clay. Although groundwater was not observed in the borings, the glacial clays were predominantly wet. Summary of Recommendations The existu� fill is considered unsuitable for building support. We recommend excavating the existing fil] and replacin� it with compacted backfill. The existing fill does not appear suitable for reuse as structwal backfill, such that imported material will likely be needed. The glacial till appears generally suitable for support of the anticipated backfill and foundation loads. A fornnal report with more detailed recommendations wi]1 follow. Meanwhile, if you have any questions, please call me at (651) 487-7020. Thanks. Phil Peterson Braun Intertec Corporation 245 East Roselawn Avemue St. Paul, MN 55117 Phone:(651)487-?020 Fax (651) 487-1812 c. Bruce Saani (B � B Construction) (763) 730.9596 , Apr, 13. 2005 1:17PM Braun Intertec — St. Paul No, 1400 P, 2/4 s Rau N� INTERTEC �,OG OF BO�'NG Braun Project SP-05-012b7 Bo��. ST-1 Geotechnical EWaluation Proposed ltesidence LOCATION: See attachad sketcl�. 8041 East River Road I+�idlcy, Minnesota DRIIJ,.ER J. Chc�m9k NIE'IHOD: 3 U4" HS�A, Autolunr DA'IE: �1B/OS SCALE: 1" = 4' Elev, Depth feet fee� ASIM D�scription of �Iaterials BPF WL Tesu or Noces 8503 O.Q Sy�nboa (ASTM D2488 or D2487� FII.L FILL: Sitty Sand, me- to medium-,3rained, trac� of Gravel and Roots, trace of Organics at 7 1/2', dark bmwm, moist. 4 5 A 0 � � 6 842.3 8.0 � GL S�.+�NDY LEAN CLAY, trace of Gravel, li,�ht gray and � lighc brown, wet, rather soft to rather stiff. ;� (Glacial Till) � 5 � 4° R� 12 � 0 836.3 14.0 g CL SANDY LEAN CLAY, trace of Gravel, �ray, wet, rather i stiffto mediu�. 1� F (Glacial 1511) > � •c � y 829.8 20.5 S ENl� OF BOtt1NG. = Water not observed with l 9 feet of hollow-stem auger in � the �round. � d Water na observed to cavo-in depth of 16 feet � immediately afier withdrawel of au�er. � Boring then backfilled. � � � � a � � 0 s � 0 � � p SP-05-01267 Braun Luatx Corpora�on, St Paul 57'-1 page 1 of i ,Apr, 13, 2005 1:17PM Braun Intertec - St. Paul No. 1400 P, 3/4 B a�►u N� INTERTEC �OG OF BORING Braun Prnject SP-OS•0126? Bo��; ST-2 Geotechnical �aluation Proposed Residence LOCATiON: See attached skctch. SOdl East River Road �'�idley, Minnesote DRIL.LEIL' J. Chamak METHOD: 31/4" HSA, Autohmr DA'�E: �45 SCALE: 1" = 4' Elev. Dcpth feet fee� AS� Description of Mate�ials BPF WL Tests orNotes 549.8 0.0 Syrxibol (ASTM D2488 or A248'n FILL k�I.L: Silty Sand, fine�s�ained, trace of Gravel, mixed wirh Clayey Sand, pieces af concrete at 5', btack, dark brawn and brown, .moist. 6 7 0 � a ' 6 L � � 0 840.8 9.0 o SC �, '. CLAY�Y S.AND, fina�grained, trace of Cuave], 3ight gray t� �� and light brown,, wet, medium. 7 A 838.8 11.0 � (Glacial Till) i �./.. S/��Y �i� C�iY, trace of Gzavelr �1'33/� W� ° medium to mther soft. � (Glacial Till} 6 � 0 � � 6 E= > .� .y � � 5 a9.3 zo.s ENA OF BORING. ° R/ater oot observed with i9 feet of.hollaw-stem auger in d th,e dround. � Watcr not observed to csvr�in depth of 18 feet � immediately after withdrawal of auger. � Boring then backfilled. m � � b N O � N �.: � V � z a � m SP-0i-012b7 Btaun In►trtee Corpocatiaa, St Pau1 ST-2 poge 1 of I , Aur, 13. 2005 1:11PM Braun Intertec — St, Paul No. 1400 P. 4/4 B�AUN� LoG oF BoRnvG INTERTEC Eraun Project SP-OS-01267 Bo��: ST-3 Geotechnical Evaluation Propased Residence LOCATION: See auachad. sketch. 8041 East River Road Fridley, Minnesota DRII.LER: J. C'�em�al: METHOD: 31/4" HSA, Autohmr Dq�; 4/8/OS SCAT.E: 1" = 4' Elev. Depth fe�t feet ASIM Description of Materials BPF WL Test� or Not� 843.6 0.0 Symbol (ASIM D2483 or D2487,1 F1LL FILL: Silry Sand, fin� to medium-,�ained, �ace of Gravel and Root�, trace Organics, dark brown and brown, moist 2 3 � 0 � � � $ � � 0 834_6 9.0 o CL SANDY I.EAN C.LAY, trac� of Gravcl, light brown and � 1"�e,ht �raY, wet, medium. 7 -� (Glaciel Till) � � 831.6 12.0 � CI. SANDY LEAN CLAY, craee of Gravel, gray, wet, 6 h medium to rather soft. � (Glacial Till) g �� 7 F > .c � � t� 823,1 20.5 � END OF BORING. ° vVater not observed with 14 feet of hollow stem auger in ° the ground. � a d Water not obsetved to cav�in depth of 16 feet � immediately af��r withdrawa,l o#'auoer. � � Boring then back�illed. a a v � R Q h � U � 7 � W sr-os-o1a67 ar3un Inrertec corporation, st. Pau1 sT-, pug� 1 of � � � � � �-^ A Geotechnical Evaluation Report Proposed Residence at 8041 East River Road � Fridley, Minnesota.. Prepared for � B & D Construction � � � ,., � � � ^ � � � � Professional Certification: I hereby c�rti�y that this plan, specification or report was prepared under my direct supervision and th�.ti �rn a duly Registered Professional Engineer �=under t�e Iaws - State of Minnesota.. ar es D. Hubbard, P.E. Associate Pi�incipal License Number: 21153 May 5, 2005 Project SP-OS-01267 Braun Intertec Corporation �� sRauN INTERTEC May 5, 2005 Mr. Bruce Saar'i ,., B & D Construction � 4606 65�' Avenue North �. Brooklyn Center, Minnesota 55429 k`� � Dear Mr. Saari: Re: Geotechnical Evaluation Proposed Residence at 8041 East River Road Fridley, Minnesota B�aun Intertec Corporation Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1812 St. Paul, MN 55117 Web: braunintertec.com Project SP-OS-01267 We are pleased to present the attached geotechnical evaluation report for the above referenced project. Our findings and recommendations are summarized below. More deta.iled information is contained in the attached repoct. Summary of Results Three borings drilled for this project encountered 8 to 9 feet of existing fill over glacial till. The existing fill consisted of silty sand while the glacial till consisted of wet sandy lean clay. Based on penetration resistance tests, the existing fill was poorly compacted, while the glacia( clay was generally medium in consistency. Groundwater was not observed during drilling, however, the underlying clays are presently wet and prone to trapping and holding infiltrating water. Based on the occunence of sa.turated gray clays, we estimate groundwater to range from about elevation 831 to 838. Summary of Recommendations The existing fill is considered unsuita.ble for support of the proposed house. We recommend excavating the existing fill and replacing it with compacted backfill. We also recommend excavating and replacing any soft or weakened clays encountered during grading or construction. To help reduce disturbance to the underlying wet clays, we recommend that these excavations be performed with a backhoe equipped with a smooth-lipped bucket. After completing the recommended soil corrections, it is our opinion that the proposed house can be supported on conventional spread footings bearing on the compacted backfill. We recommend design plans account for groundwater estimated to be as high as about elevation 838. Also, for construction, it should be anticipated that wet clays will be encountered and excavations may be prone to seepage. Providing engineering and environmental solutions since 1957 � ^ � B & D Construction Project SP-OS-01267 May 5, 2005 Page 2 Remarks � We appreciate the opportunity to be of service to you on this project. If you have questions about the atta.ched report, please call us at 651.4873245. �' Sincerely, � BRAUN INTERTEC CORPORATION 7/!�- i- , '�' Phillip J. eterson, P.G. Associate Princi a1 � es . Hubbard, P.E., P.G. '—, Associate Principal Atta.chment: ,,,,, Geotechnical Evaluation Report sp0501267 � '..� � � r-, � �� ^ � Table of Contents �, Description Page A. Introduction ......................................................................................................................... l � A.1. Situa.tion .................................................................................................................1 A.2. Site Conditions ......................................................................................................1 A3. Project Goals .......................................................................................................... l � A.4. Scope of Services ................................................................................................... l A.4.a. Reconnaissance .........................................................................................1 A.4.b. Borings ......................................................................................................2 � A.4.c. Surveying ..................................................................................................2 A.4.d. Engineering Evaluation and Analysis ....................................................... 2 B. Results .................................................................................................................................2 B.1. Log of Boring Sheets ............................................................................................. 2 "' B.2. Materials Summ ary ................................................................................................ 2 B.2.a. E�usting Fill .............................................................................................. 2 B.2.b. Glacial Till ................................................................................................ 3 ^" B.3. Penetration Resistance Data .................................................................................. 3 B.4. Groundwater Measurements .................................................................................. 3 C. Evalua.tion and Analyses ..................................................................................................... 3 � C.1. Design Details ........................................................................................................ 3 C.l.a. Proposed House ........................................................................................ 3 C.l.b. Proposed Utilities ..................................................................................... 3 � C.l.c. Precautions Regarding Changed Information ........................................... 4 C.2. Suita.bility of Eausting Soils ................................................................................... 4 C.2.a. Building Support .......................................................................................4 ,.., C.Z.b. Reuse as Structural Backfill ..................................................................... 4 C.3. Groundwater Considerations ................................................................................. 4 D. Recommenda.tions ...............................................................................................................5 � D.1. Building Pad Preparation ....................................................................................... 5 D.l.a. Excavations ...............................................................................................5 D.l .b. Selecting Replacement Backfill and Additional Required Fill ................ 5 D. l.c. Placement and Compaction of Bacicfill and Fill ....................................... 6 �—, , D.2. Spread Footuig Foundations .................................................................................. 6 D.2.a. Embedment Depth .................................................................................... 6 D.2.b. Net Allowable Bearing Pressure ............................................................... 6 '—, D.2.c. Settlement ................................................................................................. 6 D3. Founda.tion/Basement Wa11s ..................................................................................7 D.3.a. Seepage Control ........................................................................................ 7 ^ D.3.b. Placement and Compaction of Wall Backfill 7 ........................................... D.4. Floor Slabs .............................................................................................................7 D.S. Construction Observations and Testing ................................................................. 7 ^ D.S.a. Observations ............................................................................................. 7 D.S.b. Materials Testing ...................................................................................... 8 D.S.c. Cold Weather Precautions ........................................................................ 8 � � '-, � � Table of Contents (continued) � E. Procedures ...........................................................................................................................8 E.1. Penetration Test Borings ....................................................................................... 8 E.2. Materials Classification ......................................................................................... 8 E.3. Groundwater Measurements .................................................................................. 8 ,� . F. Qua.lificanons ......................................................................................................................9 F.1. Variations in Subsurface Conditions ..................................................................... 9 F.l.a. Material Strata.. ......................................................................................... 9 '�, F.l .b. Groundwater Levels .................................................................................. 9 ' F.2. Continuity of Professional Responsibility ............................................................. 9 F.2.a. Plan Review .............................................................................................. 9 "' F.2.b. Construction Observations and Testin g . .................................................. 9 F.3. Standard of Care ..................................................................................................10 � Appendix Boring Location Sketch Log of Boring Sheets ,_, Descriptive Terminology � � � � � � � � � � y�_ �� sRau� INTERTEC A. Introduction A.1. Situation BraunlnterlecCorporafion I Phone: 651.487.3245 245 East Roselawn Avenue Fax: 651.487.1 S 12 St. Paul, MN 55117 Web: braunintertec.com B& D Construction (B & D) plans to construct a new single-family residence on an existing vacant lot located at 8041 East River Road in Fridley, Minnesota. Figure 1 in the Appendix is a copy of a site survey that B& D provided with the outline of the proposed house drawn on it. A.2. Site Conditions The site is a mostly wooded lot located on the east side of East River Road. Ground surface elevations at the site slope down rather abruptly from west to east, away from the road; the front of the site is at about street grade, while the rear is about 15 to 16 feet lower. There is also a creek that winds behind and along the south edge of the site. A.3. Project Goals Our goals for this project included: • Evaluating the suita.bility of subsurface soils for support of proposed foundation loads. . Providing recommendations for selecting and designing foundation systems. . Providing recommendations for preparing foundation soils for building support. . Assessing the site's groundwater conditions and how they may impact design and construction plans, including the placement of lowest floor elevations. A.4. Scope of Services Mr. Bruce Saari with B& D provided written authorization for our services. Our scope of services was performed under the terms of our March 1, 2003, General Conditions, and was limited to the tasks described below. A.4.a. Reconnaissance We performed a cursory reconnaissance of the site primarily to evaluate equipment access to prospective boring locations and clear those locations of underground utilities through a meet with Gopher State One Call. Based on this reconnaissance, we estimated that an off-road tracked drill rig was necessary to access the boring locations. Mr. Saari, however, offered to grade a temporary access ramp so that we could access the site with a truck rig, which was ultimately used. Providing engineering and environmental solutions since 1957 r-, � � A.4.b. Borings B & D Construction Project SP-OS-01267 May 5, 2005 Page 2 We drilled three soil borings for this project, e�ctending each to a depth of approximately 20 feet; Figure � 1 shows their approximate locations. Penetration resistance tests were performed as the borings were advanced. Penetration resistances, measured in blows-per-foot (BPF), provide an empirical means of � estimating relative material density, consistency, strength and compaction. The depths at which the penetration resistance tests were performed, and the test results, are shown on the Log of Boring sheets included in the Appendix, and are discussed below in Section B. , A.4.c. Surveying � Our drillers measured the ground surface at each of the boring locations referencing the ground elevations to a staked hub at the NW property corner. According to surveying by others, this hub was at an elevation of 850.9. .�.., A.4.d. Engineering Evaluation and Analysis � We have prepared this Geotechnical Evaluation Report to present our fmdings and provide our engineering evalua.tion, analysis and recommendations. � � B. Results B.1. Log of Boring Sheets "" The atta.ched Log of Boring sheets classify and describe the materials encountered, and present the results of our penetration resistance tests and groundwater measurements. Geologic origins assigned to � the strata shown on the logs were determined from a review of material classifications, penetration resista.nce tests and geologic publications pertinent to the site and general area. '-' B.2. Materials Summary ,� The types of materials encountered by the borings are described below. The materials are generally described in the order they were encountered, i.e., beginning at the ground surface. '-" B.2.a. Ezisting Fill The borings encountered existing fill to depths of about 8 to 9 feet. The existing fill consisted of silty �, sand (SM) mu�ed with clayey sand (SC) that was brown, dark brown, or black; was moist; and conta.ined traces of roots, concrete, and organic soils. � � � � � B.2.b. Glacial Till B & D Construction Project SP-OS-01267 May 5; 2005 Page 3 Beneath the existing fill, the borings encountered glacial till to their 20-foot termination depth. The ^�^ glacial till consisted of sandy lean clay (CL) and clayey sand (SC) that was light brown, light gray or gray; was wet; and contained traces of gravel. � B.3. Penetration Resistance Data —' Penetration resistances recorded in the e�usting fill ranged from 2 to 8 BPF, indicating that it was poorly compacted. Penetration resistances recorded in the clayey glacial till ranged from 5 to 12 BPF, � indicating that it was rather soft to rather stiff, but, overall, appeared medium in consistency. B.4. Groundwater Measurements � Groundwater was not observed during drilling nor when checking the boreholes after drilling. Although ,� groundwater was not observed, the glacial clays were predominantly wet, and given_more time, groundwater may have ultimately collected in the boreholes. "' Relative to hydrostatic groundwater, we also looked for the occurrence of gray (as opposed to brown). Where gray clays occur (they ranged from about elevation 831 to 838 in our borings), they are un- � oxidized, and can generally be assumed to have been continuously saturated. Above the gray clays, the brown clays, although predominantly and currently wet, are likely seasonally dry, as they have been oxidized. As a final note regarding groundwater, water within the creek that winds behind and south of '—' the proposed house is at an elevation of about 834. r— ^ C. Evaluation and Analyses C.1. Design Details � C.l.a. Proposed House We understand that a two-level, single-family home with a basement wallcout will be constructed on the lot. � We anticipate that this structure will have concrete block wa11s (or poured concrete wa11s) below ground and wood-frame construction above. For our analysis, we have assumed that foundation loads for this struchue will be rather light, with maximum wa111oads of 1 to 3 kips per lineal foot, and column loads, if used, will � be less than 50 kips. � C.l.b. Proposed Utilities Utility construction will involve installing ciTy sewer and water services. � � B & D Construction Project SP-OS-01267 May 5, 2005 Page 4 C.l.c. Precautions Regarding Changed Information � We have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been � made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be notified. New or changed information could require additional evaluation, analyses and/or recommenda,tions. � C.2. Suitability of Ezisting Soils � C.2.a. Bnilding Support The existing fill is poorly compacted and does not appear to have been placed with the intention of "^ supporting a structure. Provisions should therefore be made to remove the existing fill and replace it with compacted backfill. � The underlying glacial till is genera.11y considered suita.ble for support of the anticipated bac�ll and founda.tion loads. Although generally suita.ble, however, portions of the clays appear rather soft, and �-' excavations to remove such soft clays exposed during grading and/or construction may be required. Also, the clays are wet and susceptible to disturbance, and so care should be taken during grading and � construction to minimize disturbance to these clays, else further excavations to remove weakened clays will be required. We refer you to Section D for recommendations on correcting and preparing foundation subgrade soils. C.2.b. Reuse as Structural Backfill � Material samples of the e�cisting fill revealed that it contained roots, pieces of concrete and organic soils. As such, it is our opinion that the eausting fill is unsuitable for reuse as structural backfill or fill. We recommend that exhumed deposits of e�cisting fill be placed in landscaped areas or exported from the site. � The underlying glacial clays are acceptable for reuse as structural backfill and fill, although we do not � anticipate that foundation excavations will generate clays for reuse. Instead, it appears that imported materials will be needed for founda.tion backfill and fill. '-S C.3. Groundwater Considerations � Based on the occurrence of gray clays, we estimate that groundwater may be as high as about elevation 838 (recall, that the water elevation in the nearby creek was measured to be at about elevation 834). We recommend design plans account for this grou.ndwater. Also, for construction, it should be anticipated '°'' that wet clays will be encountered, and that excavations may be prone to seepage. � � � � � D. Recommendations D.1. Building Pad Preparation D.l.a. Ezcavations B & D Construction Project SP-OS-01267 May 5, 2005 Page 5 We recommend excavating the existing fill and rather soft clay from below the proposed building azea. �' Estimated excavation depths for each of the borings are shown below in Table 1. �, Table 1. Estimated Excavation Depths and Bottom Elevations � ^, Approgimate Eacavation Depth Estimated Corresponding Boring Number Surface Elevation (ft) Bottom Elevation' ST-1 850 8 to 112 842 to 839 ST-2 849.8 9' 840 ST-3 843.6 9' 834 1. Estimated bottom elevation rounded to lowest foot. '"' 2. Excavation depth may include rather soft clays — actua,l excavations should be re-evaluated at time of construction when clays can be further evaluated. � Estimated excavation depths should be considered the minimum necessary to provide a sta.ble platform on which to spread and compact replacement backfill. Depending on construction conditions, � excavations may have to be extended locally to remove wet, loose, soft or otherwise unstable soils that become disturbed during the excavation process and lose strength. To helg reduce disturbance to the � underlying clays, we recommend that these excavations be performed with a backhoe equipped with a smooth-lipped bucket. � To provide lateral support for replacement backfill, additional required fill and the structuralloads they will support, the excavations should be adequately oversized. We recommend oversizing (widening) the � excavations at least 1/2 foot horizontally beyond building perimeters for each foot the excavations extend below bottom-of-footing subgrade elevations. ^^ D.l.b. Selecting Replacement Backfill and Additional Required Fill On-site materials free of organic soil and debris ca.n be considered for reuse as backfill and fill. As � indicated previously, we recommend that the existing fill not be reused because it contains some unsuita.ble material. � � � � B & D Construction Project SP-OS-01267 May 5, 2005 Page 6 � Imported material, if needed to replace unsuitable on-site materials or balance cut and fill quantities, may consist of sand, silty sand, clayey sand, sandy lean clay or lean clay, although the plastic index of these � materials should not exceed 15. � If fill is required below water (not expected for this project), we recommend initially placing coarse sand or gravel (material with less than 5 percent particles by weight passing a 200 sieve and less than 50 percent particles by weight passing a#40 sieve) to a height no less than 2 feet above the water. Above —� this height, general backfill as described above can be used. � D.l.c. Placement and Compaction of Backfill and Fill We recommend bac�ll and fill be placed in lifts not exceeding 10 inches and compacted to a minimum of 95 percent of its standard Proctor maximum dry density. If backfill and fill heights exceed 10 feet, we r—+ recommend that it be compacted to a minimum of 98 percent. The higher compaction specification is recommended to help reduce settlement of the fill under its own weight, which can be significant when a � significant aznount of fill is placed. D.2. Spread Footing Foundations � D.Z.a. Embedment Depth For frost protection, perimeter footings should be embedded at least 42 in he� be�ow the lowest exterior � � grade, or below frost depth for winter construction. Interior footings may be placed directly below floor slabs. Unheated footings associated with canopies, stoops or sidewalks should be embedded at least 60 � inches below the lowest exterior grade. D.2.b. Net Allowable Bearing Pressure � In our opinion, spread footings supported on compacted backfill or competent glacial soils can be sized to exert a net allowable bearing pressure up to 2,500 pounds per square foot (ps fl. This value includes a � safety factor of 3 with regard to bearing capacity failure. � D.2.c. Settlement We estimate that total and differential settlements among new footings will amount to less than 1 inch and %2 inch, respectively, under the assumed loads. Residential units can generally tolerate settlements of � these amounts. � � � � ^ � D.3. Foundation/Basement Walls B & D Construction Project SP-OS-01267 May 5, 2005 Page 7 ^ D.3.a. Seepage Control We recommend that the site be graded with positive drainage away from foundations. We recommend � insta.11ing a perimeter foundation drain system. The system should include a perforated pipe with an invert within 2 inches of bottom-of-footing elevation. Collected seepage should be routed to a sump and then dra.ined by a pump or gravity to a storm sewer or outlet to a low area. � The seepage control system should include permeable material against the basement wall, such as a � synthetic wall drainage system or at least 2 feet (horizontal) of permeable sandy gravel or sand backfill. The sandy gravel or sand backfill should have less than 5 percent of the particles by weight passing a 200 sieve. Where the sandy gravel or sand backfill extends outside the footprint of the building, it should be ^ capped by a slab, pavement or at least 1 foot of topsoil and/or clay. � D.3.b. Placement and Compaction of Wall Backfill We recommend that backfill placed on the exterior sides of the foundation/basement walls be compacted to a minimum of 90 percent of its standard Proctor maximum dry density. Beneath steps, slabs and ^^ pavements, it should be compacted to a minimum of 95 percent. D.4. Floor Slabs � We recommend that floor slab elevations be designed to provide at least a 4-foot separation between the '—' slabs and static groundwater and at least a 2-foot separation from the highest anticipated water level of the nearby creek. � If floor coverings or coatings less permeable than the concrete slab will be used, we recommend that a vapor barrier/retarder be placed beneath the slab. Some contractors prefer to bury the vapor barrier beneath a ^-� layer of sand to reduce curling of the floor slabs, but this risks tra,pping water above the barrier. � D.S. Construction Observations and Testing D.S.a. Observations '"' We recommend having a geotechnical engineer observe all excavations related to subgrade prepazations, - and footing and slab construction. The purpose of the observations is to evaluate the competence of the �, materials exposed in the excavations, and the adequacy of required excavation oversizing. � � '-, � B & D Construction Project SP-OS-01267 May 5, 2005 Page 8 � D.S.b. Materials Testing We recommend density tests be taken in all backfill and fill placed below footings, slabs and pavements, � beside foundation walls, and behind reta.ining walls. D.S.c. Cold Weather Precautions � If site grading and construction is anticipated during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No � frozen soils should be used as fill. � E. Procedures ^' E.1. Penetration Test Borings ,_, The penetration test borings were drilled with a truck-mounted drill rig equipped with hollow-stem auger. The borings were performed in accordance with ASTM Test Method D 1586. Penetration test samples were taken at 2%2- or 5-foot intervals. Actual sample intervals and correspondittg depths are shown on "" the boring logs. ,� E.2. Materials Classification Materials encountered in the borings were visually and manually classified in accorda.nce with ASTM �' Test Method D 2488. A chart explaining the classification system is atta.ched. Samples were sealed in jars or bags and returned to our facility for review and storage. �, E.3. Groundwater Measurements �' The drillers checked for groundwater as the borings were advanced, and again after auger withdrawal. The boreholes were then backfilled or allowed to remain open for an e�ctended period of observation as ,.., noted on the boring logs. ^ � � .-., � � F. Qualifications � F.1. Variations in Subsurface Conditions � F.l.a. Material Strata B & D Construction Project SP-OS-01267 May 5, 2005 Page 9 Our evaluation, analyses and recommendations were developed from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from borings � continuously with depth, and therefore strata boundaries and their thickness must be inferred to some e�rtent. Strata boundaries may also be gradual transitions, and can be expected to vary in depth, elevation ,.., and thickness away from the boring locations. Although strata boundaries can be determined more accurately from visual examination of test pit sidewalls, the boundaries apparent at the test pit locations likely vary away from the test pits. Variations in subsurface conditions present among borings or test pits may not be revealed until �, additional exploration work is completed, or construction commences. If any such variations aze revealed, our recommendations should be re-evaluated. Such variations could increase construction � costs, and a contingency should be provided to accommodate them. F.l.b. Groundwater Levels „ Groundwater measurements were made under the conditions reported herein and shown on the boring logs, and interpreted in the te�rt of this report. It should be noted that the observation period was relatively short, and groundwater can be expected to fluctuate in response to rainfall, flooding, irrigation, � seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. �, F.2. Continuity of Professional Responsibility F.2.a. Plan Review ^' This report is based on a limited amount of information, and a number of assumptions were necessary to help us develop our recommendations. It is recommended that our firm review the geotechnical aspects � of the designs and specifications, and evaluate whether the design is as expected, if any design changes sign have affected the validity of our recommendations, and if our recommendations have been correctly interpreted and implemented in the designs and specifications. � F.2.b. Construction Observations and Testing � It is recommended that we be retained to perform observations and tests during construction. This wil] allow conelation of the subsurface conditions encountered during construction with those encountered by the borings, and provide continuity of professional responsibility. � �_ � � �� F.3. Standard of Care B & D Construction Project SP-OS-01267 May 5, 2005 Page 10 ^ This report is for the exclusive use of the parties to which it has been addressed. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and � recommendations may not be appropriate for other parties or projects. Braun Intertec Corporation's services for this project were performed in a manner consistent with that "� level of care and skill ordinarily exercised by members of the profession currently practicing in this azea under similar budget and time restraints. 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L �t^i 11y �-.oC.c��+crl J � BRAV N� ��brG�Q�CL �QJw�A�Q.. $0 �l 1 Ea,�fi R.i,res �o4c� � I NTE RTEC F�, �1�� , �,� \ � \� �'� Descriptive Terminology R8".,°'� � I�.., I�nj'►.� Standard D 2487 - 00 ' i.�J _� Classification of Soils for Englneering Purposes 3�L (Unfied Soil Classiflcation System) � i ' Criteria for Assigning Group Symbols and Soils Classiflcatlon Group Nam� Using Laboratory Tests e Group Symbot Group Name b o Gravels Clean Gravels C� z 4 and 1< Co < 3° GW Well-graded gravel ° j I a m More than 50% of Less than 5°/a fines 8 C�< 4 and/or 1> C�> 3 � GP Pooriy graded gravel d i y c coarse fraction ��, m m retained on Gravela wlth Fines Fines classify as ML or MH GM Silty gravel ary � o°o No. 4 sieve More than 12% fines B Fines classify as CL or CH GC Clayey gravel afg ��o �n a San ds Clean Sends C� Z 6 and 1< C� < 3° SW Well-graded sand'' I �� Z 50% or more of Less than 5% fines � C� < 6 and/or 1> C�> 3 � SP Poorly graded sand'' m $ coarse fraction cj o passes Sends with Flnes Fines classify as ML or MH SM Silty sand f 9" E No. 4 sieve More than 12%' Fines classify as CL or CH SC Cla e sand �g ° � �� Silts and Clays Inorganic PI > 7 and plots on or above "A° line � CL Lean cla k I m — v PI < 4 or plots below "A° line� ML Silt k�'" o m m Liquid limit k I m � 9 W m less than 50 Organic Liquid limit - oven dried � p 75 OL Organic clay m a y Li uid limit - not dried 0� Organic silt k' "' ° cmo I �`o c°� PI plots on or above "A" line CH Fat cla k I m Y� Sllts and clays Inorganic o z° Liquid limit PI plots below °A° line MH Elastic silt k' '" LL o 50 or more Liquid limit - oven dried �H Organic clay k�'" P o Organic < 0.75 OH � k I m q u� Li uid limit - not dried O anic silt I Highly Organlc Soils Primarily organic matter, dark in color and organic odor PT Peat � �' I i n � a. Based on the material passing the 3-in (75mm) sieve. b. If field sampte contained cobbles or boulders, or both, add �,vith cobbles or boulders or both° to group name. a C� = D�/ D�a C� _(D�)z D�p x D� d. If soil contains Z15% sand, add °with sand° to group name. e. Gravels widh 5 to 1 Z% Iines requfre dual symbols: GW-GM well�raded gravel with silt GW-GC wellyraded gravel with clay GP-GM pooriy graded grevel wRh silt GP-GC pooriy greded gravel with clay f. If fines classify as CL-ML, use dual symbol GC-GM or SGSM. g. If flnes are organic, add °wifh organic lines° to group name. h. If soil conteins Z15% gravel, add °with gravel° to group name. i. Sands with 5 to 12% Ilnes require dual symbols: SW-SM well-graded sand with silt SW-SC well-graded sand with clay SPSM pooriy graded sand wHh siit SPSC pooriy graded sand with clay j. If Atterberg limifs plot in hatched area, soil is a CL-ML, silty clay. k. If soil contains 15 to 29% plus No. 200, add "with sand" or °wlth gravel° whichever is predominant. I. If soil contains Z 30% plus No. 200, predominantly sand, add `sandy" to group name. m. If soil contains � 30% plus No. 200 predominanUy gravel, add °gravell�' to group name. n. PI Z 4 and plots on or above °A° line. o. PI < 4 or ptots below °A° line. p. PI plots on or above °A° Ilne. q. PI plots below °A° line. � 50 •-• qp a v � 30 � C v � � � d 10 7 4 OQ 10 16 20 30 40 50 80 70 80 80 100 110 Liquid Limit (LL) Laboratory Tests ^ DD Dry density, pcf pC Organic content, % � WD Wet density, pcF S Percent of saturation, % MC Naturel moisture content, % SG Specfic gravity LL Liqiuid limit, % C Cohesion, psf PL Plastic limit, % Mgle of intemal fiction ^ PI Plasticity index, % q�u Unconfined compressive strength, psf � I P2Q00 % passing 200 sieve qP Pocket penetrometer strength, tsf Partide Size Identification Boulders .............................. over 12" Cobbles ............................... 3° to 12° Gravel Coarse ............................ 3/4° to 3° Fine ................................. No. 4 to 3/4" Sand Coarse ............................ No. 4 to No. 10 Medium ........................... No. 10 to No. 40 Fine ................................. No. 40 to No. 200 Silt ....................................... <No. 200, PI<4 or below "A" line Clay .....................................<No.200, PI�4 and on or above °A° line Relative Density of Cohesionless Soils Very loose ................................. 0 to 4 BPF Loose ........................................ 5 to 10 BPF Medium dense ..........................11 to 30 BPF Dense .......................................31 to 50 BPF Very dense ................................ over 50 BPF Conslstency of CohesNe Solls Very soft .................................... 0 to 1 BPF Soft ........................................ 2 to 3 BPF Rather soft ................................4 to 5 BPF Medium ..................................... 6 to 8 BPF Rather stiff ................................ 9 to 12 BPF Stiff ........................................13 to 16 BPF Very stiff ....................................17 to 30 BPF Hard ........................................ over 30 BPF Drilling Notes Standard penetration test borings were advanced by 30° or 6n" ID hollow-stem augers unless noted othervvise, Jetting water was used to clean out auger priorto sampling only where indicated on logs. Standard penetration test borings are designated by the prefix "ST° (Split Tube). All samples were taken with the standard 2" OD split-tube sampler, ex- cept where noted. Power auger borings were advanced by 4" or 6° diameter continuous- flight, solid-stem augers. Soil classfications and strata depths were in- ferred from disturbed samples augered to the surface and are, therefore, somewhat approximate. Power auger borings are designated by the prefix `B " Hand auger borings were advanced manually with a 1°" or 3u" diam- eter auger and were IimRed to the depth from which the auger could be manually withdrawn. Hand auger borings are indicated by the prefix "H." BPF: Numbers indicate blows per foot recorded in standard penetretion test, also known as °N° value. The sampler was set 6" into undisturbed soil below the hollow-stem auger. Driving resistances were then counted for second and third 6° increments and added to get BPF. Where they d'rffered signficanUy, they are reported in the following form: 2/12 for the second and third 6" increments, respectively. WH: WH indicates the sampler peneVated soil under weight of hammer and rods alone; driving not required. WR: WR indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. 7W indiqtes thin-walled (undisturbed) tube sample. Note: All tests were run in general accordance with applicable ASTM standards. s Rau N INTERTEC s � LOG OF BORING INTERTEC Braun Project SP-05-01267 Bo��_ ST-1 Geotechnical Evaluation Proposed Residence LOCATION: See attached sketch. 8041 East River Road Fridley, Minnesota DRIL,LER: J. Chermak METHOD: 3 1/4" HSA, Autohmr Dp�; 4/8/OS SCt1LE: 1" = 4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 850.3 0.0 Symbol (ASTM D2488 or D248'n F1LL FILL: Silty Sand, fine- to medium-grauied, trace of Gravel and Roots, trace of Organics at 7 1/2', dark brown, moist. 4 5 0 m � 842.3 8.0 6 � CL SANDY LEAN CLAY, trace of Gravel, light gray and � light brown, wet, rather soft to rather stiff. � (Glacial Till) � 5 � �° � 12 � � 0 8363 14.0 � CL SANDY LEAN CLAY, xrace of Gravel, gray, wet, rather stiff to medium. 12 �, (Glacial Till) > .p .� U A � � 8 829.8 20.5 END OF BORING. � Water not observed with 19 feet of hollow-stem auger in b the ground. � � Water not observed to cave-in depth of 16 feet � immediately after withdrawal of auger. � � Boring then bacicfilled. w a ch � N OO W h � � U � �a d oa SP-OS-01267 Braun Intertec Corporation, St Paul ST-1 page 1 of 1 � � LOG OF BURING I NTE RTEC Braun Project SP-OS-01267 Bo�G: ST-2 Geotechnical Evaluation Proposed Residence LOCATION: See attached sketch. 8041 East River Road Fridley, Minnesota DRILI.ER 7. Chermak METHOD: 3 1/4" HSA, Autohmr Dp'�; 4/S/OS SCALE: 1" = 4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 849.8 0.0 Symbol (ASTM D2488 or D248� FILL FILL: Silty Sand, fine-grained, trace of Gravel, mixed with Clayey Sand, pieces of concrete at 5', black, dark brown and brown, moist. 6 7 0 m �� 6 a � 0 840.8 9.0 � SC �. '� CLAYEY SAND, fine-grained, trace of Gravel, light gray � �: and light brown, wet, medium. 7 �' 838.8 11.0 (Glacial Till) � CL SANDY LEAN CLAY, trace of Gravel, gray, wet, �° medium to rather soft. � (Glacial Till) 6 � 0 � '� 6 E� > a .� U A � � 8293 20.5 5 END OF BORING. ° Water not observed with 19 feet of hollow-stem auger in ° the ground. � a Water not observed to ca.ve-in depth of 18 feet Q immediately after withdrawal of auger. � � Boring then backfilled. m a � � s a a � 0 a U � z 0 � m SP-05-01267 Braun Intertec Corporation, St Paul ST-2 pa�e 1 of 1 � LOG OF BORING I NTE RTEC Braun Project SP-OS-01267 BoxnvG: ST-3 Geotechnical Evalnation Proposed Residence LOCATION: See attached. sketch. 8041 East River Road Fridley, Minnesota DRILLER J. Chermak METHOD: 3 1/4" HSA, Autohmr DA�; 4/S/05 SCALE: 1" = 4' Elev. Depth feet feet ASTM Description of Materials BPF VJL Tests or Notes 843.6 0.0 Symbol (ASTM D2488 or D248� FILL FILL: Silty Sand, fine- to medium-grained, trace of Gravel and Roots, trace Organics, dark brown and brown, moist. 2 3 0 �a '� 8 a m 0 834.6 9.0 c CL SANDY LEAN CI.AY, trdce of Gravel, light brown and �� light gray, wet, medium. 7 � (Glacial �11) k d w 831.6 12.0 � CL SANDY LEAN CLAY, trace of Gravel, gray, wet, 6 -� medium to raiher soft. y (Glacial Till) 0 0 '� 7 H i � .� U A � � 5 823.1 20.5 END OF BORING. � Water not observed with 19 feet of hollow-stem auger in ' b the ground. � Water not observed to cave-in deptH of 16 feet Q immediately after withdrawal of auger. � � Boring then bacldlled. m a c� P N oO P� h 0 � U � � � � SP-05-01267 Braun Intertec Corporation, St Paul ST-3 page 1 of 1 05/02/2005 09:47 888424977� 1�fNche�lc CD2IPLI�N[E REPOR? l�innesota Enerqy Code �[Nr3eck Sof tvax� �ersi� 3. 0 OOQN7�; He�epia SCITE: �[inaasote Z�E : 2 CQASTRIICfI01i T9F�: 5ingle Fatiily DATE: 5-2-2005 Da� o� �rs: os—o2—o5 a�i�: os—o�l cor��x� r�o�x�no�: 8 � D Can�tructi� CO�P'LIANCE: Plri�SES Re�uired Q1 = 396 Your 8a�e = 342 13.6i Better Tb� Cpde .; 1 ;=�� e� .TaHN PRIEYL �� I i ( Parait f � � � I I � cbeCk�i by�Dete � � � lrea or cevity Co�t, Gla.r•i1�q�Ilooz' P�rriaeter R-9alu� 8-Valve �1 ynlne II1 CEILINGS: Raise+d t�rus� 1506 38 .0 �, 0 38 OjLLS: Gaod Fra�, 16' D.C, 2101 19.0 �,0 107 YiLLS: �9aod Fzaae, 16' O,C. 255 19.0 �.0 i3 8�57': Camc. B.0' hti1.5' bgi8.0' iasnl 960 1Q.D 0.0 60 GLIZIIIG: Yiedove or poa�s, �hov�e� Gs� 317 0.350 111 DooRS 37 0.350 13 00!lPLI�NCE ST�T�QiT: 'fbe pt�opos�ed buildiag desiga das�x�ibvd bere is coasistent •ith the building plaae, speaifiratiaas, and olbot calcvintiaa� " sub�icted vitn the penit applicati�n. The pr�ed bvildin� bas bom designed to ieet tl�e zeqnirerents of th� l�ianrsota Eaergy Cada. Bvilaerin.�ig�e= � .� Dete v 2. o S T00 � PAGE 01 %F'3 t�S�80 SOOZ/8T/SO i � NEW ADDN ALTER [l Il �� CITY OF FRIDLEY 6431 University Ave NE, Fridley, MN 55432 SINGLE FAMILY AND DUPLEXES R-1 AND R-2 BUILDING PERMIT APPLICATION (763) 572-3604�BIdg'Insp (763) 571'-1287 Fax ` ,- � ��,r°�y � �'' C3 � � �� #�S1 �\v C-� �� `c� Construction Address: Legal Description: � Owner Name & Address: Tel. # Contractor. �� CS��-�i�-� \O lv MN LICENSE # �C � �� l� �� ArlrirPSS� `C � n �) ln \n � T� � � � \V � 5 �� Tel. # � �3� �� ='� �� LMNG AREA: GARAGE AREP►: DECK AREA: Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to'scale. DESCRIPTION OF IMPROVEMENT Length Width Height Length �_ W�d� �� Height �_ Sq. Ft � �� Sq. Ft �� Length Width _ Hgt/Ground Sq. Ft OTHER: .� � �Co � � � o a�.� C, 't�2. C,�i4N �M� Estimated Cost: $� ' e Construction Type: �1 �-v1 C N S � ` Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x$ _� . � DATE: S � � APPUCANT: �62..�1 �� Q�O CGNS�TeI. # O �' �� Call (763) 572-3604 for Permit Fees if mailing in application. Fax to 763-571-1287 ff using credit card and we will call you for card number. CITY USE ONLY - Permit Fee $�� • q� Fee Schedule on Reverse Side Plan Review $ �53 .y� 65% of Permit Fee Fire Surcharge $ I 5�o . a� .001 of Permit Valuation (1 /10th%) State Surcharge $ �� . l � $.50/$1,000 Valuation SAC Charge $ 1'-� 50 � o� $1450 per SAC Unit License Surcharge $ 5, OD $5.00 (State Licensed Residential Contractors) Curb Cut Escrow $ Alt. "A" or Alt. "B" Above Erosion Control $ $450.00 Conservation Plan Review Park Fee $ 150 O-0� Fee Determined by Engineering Sewer Main Charge $ Agreement Necessary [] Not Necessary [] j �,��;.�1 A,�� ....,.�_ .-- o -- � TOTAL $ "rJ � S - �� STIPULATIONS: � � , Established In 1982 LOT SURVEYS COMPANY, INC. LAND SURVEYORS REGISI'ERED UNDER THE LAWS OF STATE OF MILYNESOTA 7801 73rd Avenue North (783) 680-3083 Fax No. 680-3522 E[inneapolis, �itnnesata 55428 �uruP�.�r� ��r�ifir�� B & D CONSTRUC'CION curb c✓t 851. 78 Ma� u� 851.16 curb cut B5/. 4/ Property in flood zone C per flood map No. 2700130003 B effective date of r� 2, i9si. PR&� l�!'P� A( No�N (er Gry& � . '►°r � $SI . o �h, . o�, : ofGA � :. .__ .�': . I t'�. -y 34.36 q t ` --�' �---8509� � �� ;*. .. �_ �.� \R,� O � \ �. �°.�- m �� 0 N • \� � „�,_ . � .• \1 �R . \ S � 4-- "1 . ` . � � :a� \ � � \ �\ 5 ��. INVOICE N0. 7t-�7�� F. B. N0. 1001-72 SCALE: 1 " _ ��' O Denotes Iron Monument ❑ Denotes Wood Hub Set for excavotion only x000.0 Denotes Existing Elevation D00.0 Denotes Proposed Elevatio� -4- Denotes Surface Drainage NOTE: Proposed grades are subject to resuits of soil tests. Proposed building informotion must be checked with approved building plan and development or groding plan before excavation and construction. $s/ 5 Praposed Top of Block gs/•^ Proposed Garage Floor � � Proposed Lowest Floor Type of Building Full basanent WalkoUt ''� / r d0g � . � E �ee� =¢ �£�. `' "°� �/ ep�.a tid9�� G�y.3 =ed� t Z y A G 6 �£ ` s e�' � �I ��1. 95 e�'�' sa6. � �� Q�3�'b _ 03y � S9a' ' r��, � �� :� Id.40 ;� 14.07- '•,�i1.94 � � � � � � , � . +�,,,� I . �n : �p / � . ' � -.. �0 � I 'C�� t'--�_'- _ -=r -----�--- . - -- ---------------� / 1 �� \ ..�F �'--^.. 26'O' �'..846.4 � '•.3 I / ��\\�`� ,��'6 �� '��... o N � E��r� ` o`£ �� - N w Dreinags e �"\\\ ° `�� ( � N �'� Utility Easement ,'j 3�p �c � u4 � �� '-.\ ��'• .tT:�'` / I �\ \ � �'�5 � '•.1 _ � ' �/inNSj'(�UG�. / � �`\ �\\�` •`\ �� p � : aa3.a �fAfNIN6 T ,� e�c. I � \ ' 849.6 tT O I• yVA L(. A4 � E(�tJA01 � ^ � � � � 9� � ,u�+�csnQ FY i e i o� � y�\ �� \: � Q �t��r Aa�ea , E�9� �o � cc:� � � '�\ yg �p : (c?:� `--�+....�.ti- r p� a� :,' �\ N °' � �\ �� -�i ' s ��p� �� S3� � \ � � \ \ \� : � 840.6 p �.J 1 . ° \ � � \ \\' i � �. �\ I . ° \` �\ \\ ;; �\�� .-' . \ I . . . , a . �� o�. �y � ;, : /�� i Ed9�� G � � � •$� � `� `r° ' 26 � 9e � ��3 - - p �� d �5 0 ¢ � �d � x ,-- -- �\ l / . ... . � • ��' �� • U�9i `� � a i � - Q e /�`° r � ',p eas �s �� \ e\� v� � \� � z6 o i`, a37 a 3 i d9� , ,�'� � �� CT � � man hola i a. , � \� �\\ �` ��.\ \\ vro •' i E �3p. b �830.07 � � � \� � l; �� .� •. I rc '•�ere � � ��aa�.b ` = s�' J � 65o.3a va�r. � � � ` `•:� = .8`• � 1 /�� -{� � �,�1- -.. / � � ° li_'�y'�-'Yad`'i'�j �.17- @ , � �49. 1 \� \ \ • �� • � � �' / ,/ �f --� � � �\ � utility ��' � a3s. � � q- c� � / �� • �� Easemen� �' 836. 2 � � : " U . , � � • a \ �� .� • • � O ° C�J,7�,1', _a ' t7 . _ _ n (, o e . \\ \\ �\ �\ �� I' �'�t Sr'I�C�C�i.... � � ��, � � '� � .� �d9�`' � � �i'�"C °l1�-C� ,n'i�-/A � � '� '�Q'RGP\� \j��h�--� ------ ------- ------- ��33et i,',' "��-t ° -' �,K r, '� � � �y�/ ��""`�-� \ f �2Lf.-i,+ � IIJ�� . 83%40 \\ � \ � p)'�•�� aJv�� `��l: ° \ �t�l�..Q ��_,,p,,� �r � � � � � `id' �� C.2'�v'a��o?.tl�� ," � 7G GS . � d�/� � d` � _ ^ n . � 849.38 . . . � �' g g(p \ � �a��1L, e ° � !I �A g �r1 / � 3 / `'uC� 1.�.�.yF.c.J � �l.<. � B 6�2... c��3��.t.-�i�'^�1 � 4 � ( � V � J \� � �fJ�w�s'�4./'s i_ """ "Gvl Vy a� 7 d�"-� "1- TG a 84B 9 � H49.71 �. . ��'�1�� , � . , �e � n- 2, a'..9 r �� L� ��-� � � � . .. � ,2cz,�� ,�� ti.� � a . Lot I1, Block 1, SPRINGBR001< PARI( �11�li� .1 TT1Ttnn� . a Gurb cut 851.78 85/. I6 � cwb cut %!.4/ Eatablished in 1982 LOT SURVEYS COMPANY, INC. LAND SURVEYORS REG[SfERED UNDER THE LAWS OF STATE OF MINNESOTA 7801 73rd Aoenue North (783) 680-3093 Fes No. 680-9522 l�inneapolis, Ni¢nesole 55428 �uruP�ars �Priifirtttg B & D CONSTRUCTION Property in flood zone C per flood map Aio. 2700130003 B effective date of �ferch 2, 1981. �o � � a � � �_ � e ;, � 0 � � ` �` . N � men hole 89007 � rc ` 5�0.34 � -� 0 9� 9- The only easementa shown are from plats of record or informatian provided by dient. We hereby certify that this is a true and corcact representation oF a survey of the boundaries of the above described land ond the Ixation of all buildinga and visible encroachments, if any, from or on said land. Surveyed by us lhis 30ih day of April 2005. INVOICE N0. rt-t r-� F.B.NO. luoi --rz SCALE: 1 " _ 'ti��' O Danotea Iron Monument ❑ Denotes Wood Hub Set for excavation only x000.0 Denotes Existing Elevation 000.0 Denotes Proposed Elevation -� Denotes Surface Droi�age NOTE: Proposed gradea are subject to results of soil teets. Proposed building informotion must 6e checked with approved building plan and development or groding plan before ezcwoUon and construetion. $S/.5 Proposed Top of Block S�/•� Proposed Garoge Floor S � Proposed Loweat Floor iype ot Building Full bas�enL- Walkout I a /�� `j � �� dg�l - - - P� �� I �� ,�A. 1 J � i � � 838. / � ;p �� ---------`-!' //EU� A Lot 11, Block 1, SPRINGBROOK PARK 2ND ADDITION Anoka County, Minnesota �Oc(l �e�. Signed "�" " Charles F. M so�, Minn. Reg. No. 21753 or Gregory R. Prasch, Minn. Reg. No. 24992 i d City of Fridley 6431 University Ave. NE Fridley, MN 55432�383 763-571-3450 � �-May-os Special Assessment Search And Statement of Charges TO: On all that tract or parcel of land lying and being in Anoka County, Minnesota described as follows to wit: Parcel No: 03-30-24-31-0117 8041 E RNER RD Lot: 11, Block: 1, SPRING BROOK PARK 2ND ADD LEVIED SPECIAL ASSESSMENT5 This is to certify that I have examined the records in the office of the Clerk, City of Fridley, Anoka County, Minnesota, and for such search, certify that the following special assessments appear unpaid with respect to the above described tract or parcel of land: Term Certified Initial Interest Remaining Current Current Proiect Number Proiect Descri�tion Type (Yrs) Date Amount Rate Balance Princiaal Interest 3000-0013-00 OOW/S 1100 20 11/12/1958 $151.12 6.00% $0.00 $0.00 $0.00 9100-0000-00 OOREG SA(Water/Sewer 2100 15 12/31/1960 $23.74 5.00% $0.00 $0.00 $0.00 A�nount Cert�d to Anoka County Auddtor for Current Year Taxes Is: $0.00 PENDING SPECIAL ASSESSMENTS For the purposes of this document, the City of Fridley has determined that an assessment is considered peading after the City Council passes a resolution ordering the improvement, the approval of plans and the advertising for bids. This is prior to the City Council adopting the final assessment roll. If you seek further information, you should do so upon your own independent inquiry. Any amount given as to pending assessments is informational only and may or may not be the amount ultimately assessed. Term Initial Interest Estimated Protect Number Proiect Descrintion (Yrs) Year Rate Pending Amt NONE NIISCELLANEOUS FEES Descri tion Status Date Fee Am� NONE UTILITY CHARGES You shall be responsible to verify the status of any outstanding utility charges. To check utility charges ( water and sewer) contact Fridley Utility Billing Department at 763-572-3529. The records referred to above are public and may be inspected by anyone during regular business hours. The search of these records was made by the undersigned as a public service on reques� The undersigned certifies that the above indicated searches were made and are believed to be accurate, however, the undersigned or the City of Fridley does not insure the accuracy of the above statements and does not assume liability for errors and/or omissions. The above figures are good through November 15, 20 Date Prepared: Tuesday, May 17, 2005 BY Page 1 of 1 . s Rwu N I NTE RTEC Project No.: �� `��1 � Location: ��'�� -- �ac�nel o�e: `?-13-�� Weather Condfions: �� W . 1 af \4 � � i J � ��e- Client: � Arrived On Site At: ' ` Page _ of _ DFNTSTEST � Rev 3/04 � Daily Field Notes Report No.: Personnel Classiiication Arrive Depart Compaction Testing No. of Tests: � Starting Test No.: Proctor Information: d ��'� �l � � SubmitFed To: X . �. :l� _ Concrete Testing Date Cast: Supplier: � ' Set: Mix: Set: Mix: Set: Mix: Set: - Mi�c: Set: Mix: Comments: �.-- Ending Test No.: �� t �� . tQ-�� Performed By: Spec. Strength: Air: Slump: Air. Slump: Air: Slump: Air. Slump: Air: Slump: 9� 0 �^ P1 C `� ) u �` � � � �� 1�,,_ �'�: L}�1 ;�� 1�P� -l�u-i�.,� l�r� �� !� �� a�e G+� � �rqc ¢�� , `�' fa � _ °"�� Temperature: Temperatrire: Temperature: Temperature: Temperature: � /"C�, I ( �S t� � f �Jrn�cc� � ��rfi<<=Fi �� -�'��af,�r �� ;Vr�, C1n-�fGAi��e( (..�G!fi ��)'�aCc� o��I' 7��,,�� % s-,�� . e� ✓� ` °� SubmitFed To: �✓ �'l rerformed By: �_ - White copy to Braun Intertec file. Blue copy to Project Site Representative. Proorid�tg engineering ca�d environmenta! solutions sinc/ i Page _ of _ � � RA1� N DFNTSTEST I NTE RTEC Daily Field Notes Project No.• �� `° � � + �� '�:°^*. _ Reoort No.: Location: f � � Date: � Weuther Conditions: Arrived On Site At: Personnel Compaction Tesfing No. of Tests: � Starting Test No.: Proctor Irrformation: SubmitFed To: Classification Arrive Ending Test No.: � l 3D•3�,� ( � -?, K � PerFormed By: �' Concrete Testing �i i ' Date Cast: Supplier. Spec. Strength: Set: Mix: Air: Slump: Set: Muc: Air: Slump: Set: Moc: Air. Slump: Set• Mnc: Air: Slump: Set: Mix: Air. Slump: Comments:,o` l l (i!^'�dl�,�'� r dn ��f�' �..ei� �%�� l)�1 !l Ov� ��t� � u r �+ Tiltt�i� ��f 1�1 <.�Y1�J�^ � , � � u .� � f�n ��'� c� Cl�f w�4-f 6� %.1� I�1 + �' '4�� , PJv'! J*� l/�'� te f 6°l l�-[A �'" � c�. 7 SubmitFed To: -----t Performed By: � Depart Temperature: Temperature: Temperature: Temperature: Temperature: `/`�i l�. y� lei.`�- 1 ( �: Wh+te copy to Braun InterFec file. Blue copy to ProjecF Site Representative. Providing engineereng and environmental soludons since f 957 e Page _ of DFNTS sRAUN - - . � NTE RTEC Daily Field Notes 'ecF Plo.• �" �� '" °° � �� ` Report No.: � �° Location: �i0� 6�� 1°�S �c�t�� U(., 1'� i� �y Date: �� ^�� Personnel Classification Regular Hours � Over�ime Hours Areas and work performed this day: v � � O� � � � �'�` � 1 U''� ! %� �tn ► �Cl / ri� � �. �: � � ! I `' � %'I � �rl i � CJ. t7 �� ''�°t !L ��'� 1 c�i � �-: � @ �� i„ �1.a F � � �11� �d �,�r✓� . � U. � �[ r,�l� �%�-C �,� v� C {i p �3,�f ' Cj ��+'! � Z Irr`�1 1� G�� I'� Pt � n'� u, n,e c{ . ' �I CA w� C� !a E s� fid2 �g-t �- � �� In a` eF 1i�f'C /`- S �..es�et'C �/! �.f' c� �� 'n � c� r� �LA,��le t,^n�.-�'ri�1f r`G�t,pac��v� �c� �c� `��..� ,� ��1�1�� a r� a , f`� r ( ��? �-� �� °1�� a-a � c f �' �'�� 'a �� i�� :� �`1 ��U �C �l��lJ� ��.*+•L�G-,=°`�lf�•1. CO�+frv.��° wecf �l�'��i�cf cJ{ �%'fv ["� I�► 41 l�e�i�ar� V,,�j�n Vlo � � 1`�i�'��i� �Y` °i�1 �ii �U✓ 1-!�r r� '` -. . ✓ r;'��-C a' 4 1��. a u d � �� ^ Weother: SubmitFed To: �' �e' PerFormed By: Whi#e copy to Braun Intertec file. Blue copyto ProjecF Site Representative. Pr�iding'�engineering and environmentatl soiutions s r � � I _ ..,.,. , . .._, .. .....,... . Page — � — i B RAV N - oF�n I NTE RTEC oai�y�Fie�c1-�totes Project No.: � � � � � � � �° "�-`� � Client: Report No.: Locatioh: " �': '� Date: � Wecther Conditions: Arrived On Site At: Personnel Classification Arrive Depart CompacHon Testi� No. of Tests: ' Starting Test No.: � Proctor.lr�formation: � " SubmitFed Ta -- Concrete Testing Date Cast: � �et: Set: Set: Set: Set: � `- Cornm`enis: Mix: Mix: Mix: Mix: Mix: Supplier: ding Test No.: �� . � ¢ . �� ,�'� Performed By: Spec. Strength: Air: Slump: Air: Slump: Air: Slump: Air: Slump: Air: Slump: Temperature: Temperature: Temperature: Temperature: Temperature: ' -- ,� "�/, � � f)eN� � (a( � E v rl �P"� "� k .E� � ^r�- —t�(q Y� � � � A�� 4 w-..a& � �I� � ..v.� k,. &% � �� r" G�" C'4 l 4 . �� { � '�,'''c� r �; � J -- ;1°`� _� - � o f�►��'t. � �;� � P � x ;'�,� c da� a ;'f `s��°��: g� ;�„ ,-� � _ . _ ��' C'�� 9A � � � f�>'4 i��;�, 9 � _d�� -9�J'd� l�d�4.� r!"'k9� 3 � �d'�' �,�" ��< k F �.�la. 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Blue copy to Projecf Site Representative. - Providing engineering and environmental solutions since 1957 � � - �� / , -- -� � City of Fridley Building Inspections Dept. Ph: 763-572-3604 FAX: 763-571-1287 6431 University Ave NE Fridley MN 55432 Mechanical Permit# DdSb D1�1 �S Residential Application City of Fridley _ See Back Side For Reauired Information � i The anolicant is: Site Address: �C�iT�i Property Owner: �'� �- p� l�n,�,��— Address: � City: State: Zip: Phone: Cell: Fa�c: Contractor Information Company Name: `CI Contact Person: cJ�, c�,� v Address: � � City: Phone: C9 �4 'S Email: Y; vY�e�vi P C� f Type of Work (circle one): Detailed Description of work: MFG: (7Z MFG:� ase check all that apply: A/C $25.00 Air to Air exchanger $15.00 Boiler $35.00 Chimney Liner $10.00 �et 1A/o rk $10.00 Permit Fee Surcharge Total Due � Cell: f�t��- ��i�� . n�� New I� Fax:7(�3�� 85 - ��13 �7 MN Bo�d�E_xp Date '7°l lvl (p$ �11'�I r�_� Model: Size/BTU: �C��O . � ��1 Model: Size/BTU: ��a- '� �n Model: Size/BTU: 0 C-� _Fireplace (gas) $15.00 _New Gas Grill $10.00 Fireplace (wood) $35.00 Gas Unit HTR $10.00 �Fumace $35.00 _Pool Heater $35.00 _Gas Dryer $10.00 _Ventilator $15.00 _Gas Piping $10.00 _Gas Range/Oven $90.00 _ — - - — � ��:ir��lijiGr��t�l�L�71�111117�II�IIII�C�=�1S2�]l�I�li � � $ 'J �- Make check payable to City of Fridley � This is an application for a permit- not valid until processed I hereby apply for a mechanical permtt and I acknowledge that the informaUon above is complete and accurate; that the work will be in conformance witli the ordinancas and codes of the City of Fridley and with the Minnesota Construction Codes; that I undarstand this is not a permit but only an applicadon �� for a permit and work is not to start without a parmi� that the work will be in accordance with the �� approved plan in case of all work which requires review and approval of plans. Signature of Approval I ns Date: S P Date: Please Note: Separate permits are required for Building, Plumbing, and Electrical work RPVisecl 6/14/2005 1 < <'� �'►s6 .�-x � REQUIRED INFORMATION NEEDED TO PROCESS PERMIT RESIDENTIAL PERMIT APPLICATION HVAC ❑ NEW HOMES/ADDITIONS ❑ EXISTING HOME ❑ MAKE-UP AIR REQUIRED FOR NEW/EXISTING HOMES 1. Combustion Air (See note below) a. Oil or solid fuel IMC Chapter 7 with MN Amendments b. Natural Gas or Propane/IFGC Chapter 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 Chapter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Heat loss & cooling load. per room a. Required. on new construction IMC 1346.0312 5. V entilation 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 �o�� _ �� City of Fridley 6431 University Ave NE Fridley MN 55432 (763) 572-3602 or Fax (763) 502-4977 Water and Sewer Permit Application ❑ New Connection ❑ Existing • 11�� D� Date. / Job Address• ;�v .� �-- • �'� � 1 ° s - g�� 1' �� / �i� ❑Utility Line Repair/Relocation ❑Water and Sewer Connection �� Name of Applicant (Plumber): �,,��L,i��b- Name of Property Owner: S,i Existing Structure Permit # �O�S� r� � � � o � Permit Type: Sewer Fee: � � � Water Fee• 5D� Meter Fee: � � Repair Fee: Relocation: � Sta.te Surcharge: , D O SAC Charge: Special Assessment Fee: � Total: $ �� / Applicant Signature: Inspector approval: 04/04/OS _ _ CI�YOF FR[DLEY FRIDLEY MUNICIPAL CENTER • 6431 iJ1vIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(763) 571-3450 • FAX (763) 571-1287 April 13, 2006 Bruce Bloxham 5499 140 th Ave NW # 103 Ramsey MN. 55303 Re: Final Inspection 8041 East River Rd Dear Sir: A final inspection was conducted on April 19, 2006 for the completion of the dwelling at the above address. The inspection noted that the construction was completed according to the approved plan but the following item needs to be completed before the permit can be finaled out; 1. Maintain silt fence per City Engineer until the landscaping on side yard has been established. We will expect the above item to be completed by June 15, 2006 and a reinspection called for. The dwelling is approved for occupancy. If you have any questions concerning this matter, please feel free to contact me at 763- 572-3603. DAV�NSEN Build" Inspector DJ/mh Building Inspections 763-572-3604 DATE � � 3 ° � SITE ADDRESS � � THIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PROPERTY TYPE PERNIIT TYPE �rYrE oF woRx: a , DESCRIBE WORK BE1NG S1ZE OF IIVIPROVEMENT BUILDING " RESIDENTIAL APPLICATION CITY` OF FRIDLEY Y UR E-MAIL�D S ��.� ��v e,�, ��. � ❑ OWNER �CONTRACTOR NAME: /? �� c,e� L ADDRESS: � .� i�A� � CITY A�/ PHONE: ��I — 3 � � ° � � � N�: �� w� v� � STATE LICENSE # �� ` � ��% EXP DATE � � ADDRESS: 6� c C � ONE � � �� AX SING FAMILY/NEW CONSTRUCTION SIZE ❑ TWO FAMILY/NEW CONSTRUCTION STORIFS �1 BASENIENT FINISH ❑ ROOF , L�YDECK ❑ SIDWG � o LENGTH u aav�rua;. vi�a. i NUIVIBER OF SQUARES ❑ HOUSE & GARAGE GARAGES � ATTACF�D GARAGE PROPOSED SIZE: �� ❑ DETACHED GARAGE PROPOSED HEIGHT: SmING °� i�� ❑ Vinyl OSoffit 0 Aluminum ' � Trim ❑ Other . ❑ Fascia R'INDOWS IN EXtSTAiG OPENWGS �Yes ONo OR FOR NEW OPENWQS-DESCRIBE SIZE OF OPENWG CHANGES 8c TYPE OF WINDOW TO BE 1NSTALLED LOCATION OF WINDOWS NLJIvIBER OF � ��r Permit No.• .- �.1 �, Received By: Date Rec'd:� �fi� �� t,�. .► 0 wINDOWs RAIN TILE OTFIER I�� iTH HEIGHT s�.��y 1 �ASEMENT REMODELING SUBNIlT: 1. E�tisting Floor Plan 2. Proposed fl�r plan 3. List of struchual members to be used Ft FOR NEW CONSTRUCFION IIdCLUDING DECKS, ADDITIONS. & PORCHES SUBMIT: l. Site PIerJSurvey showing the existing strucUUes and proposed project 2. Two sets of conshvction plans 3. Energy Calculations �F�E� ARE �ASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS: � �� (US—�Q��IE 1997 U.B.0 FEE SCHEDULE) TOTA�. JOB VALUATION $ n�� OCCUPANCY_ TYPE Permit Fee Plan Review Fire Surcharge Surcharge License Surcharge SAC Charge Curb Cut Escrow Erosion Control Pazk Fee Sewer Main Chazge Total Dae � ., i'.�.-'> �; � a3� See Back Page for Fee Schedule 65% of Building Permit Fee .001 times the tota.l job valuation .0005 x Permit Valuation Minimum $.50 $5.00 (State Licensed Residential Contractors) $1675 per SAC Unit (Plans to MWCC for determination) ft+6ft= ftx$21=$ $450 Conservation Plan Review Fee Determined by Engineering Agreement necessary ( ) Non Necessary ( Make checks payable to: City of Fridlev TH1S IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED Attach I hereby apply for a building pemut and I aclrnowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fritlley and with the Minnesota Construction Codes; that I understand this is not a pernut but only an appli _ for a permit and work is not to start without rmit; that the work will be in accordance with the approved plan in the case of all work hi • i re ' eview� ap roval of plans. SIGNATURE OF APPLICANT . —1 PRINT NAME DATE��O f Q,'°"� � Page 2- Building Residential Applicat�,on SUILDING 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 alteraxion 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: VERIFICATION OF FOUNDATION Permits for construction will be issued a�?mum of 24 hours from the time of application to allow for proper review of proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the existing foundation will be required before proceeding with the framing. 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(This should reflect only the cost of labor ) Labor cost under $300 =$15.00. 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: (INDICATE TOTAL NUMBER OF EACH BELOV� BATH SINK/LAV FLOOR DRAINS SHOWER WATER PIPING BATHTUB GAS PIPING � c�rrucFrvsE) SWIMMING POOL WATER SOFINER ($35) CLOTHES WASHER KITCHEN S1NK WATER CLOSET BACKFLOW PREV. ($15) DISHWASHER _ LAUNDRY TRAY �WATER HEATER ($35) FOR IRRIGATION WATER METER OTHER � . � � .. �j_,.,�a y $� , .:"3 .. a._4.�''..,� �� .. .� ._.s,_, N...�?k�. <, „�'"7&� � ry�,-� �w�V��`�...��k.:�°��'�.�... � '6f.��`.,��1�� .�1.M...� ��.n�.;� � �Permit Fee $ .3 s.•� ` Number of fixtures @ $10.00 x $10.00 = $ Surchar e .50 Number of fixtures @$15.00 x$15.00 =$ TOTAL DUE $_�.?� S � Number of fixtures @$35.00 x$35.00 =$ State Surcharge = $ .50 Tota1= $ THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an applicatio r a permi ork is ot to start without a permit; that the work will be in accordance with the approved plan in the case of all rk ic uires evie d approval of plans. SIGNATURE OF APPLICANT PRINT NAME �G47%��lG��iQ�TE �� ;: �� `T'� �` ,. �'� ; r�.}�1�€��l�:�T�-�`£}� � y��1��"°.: � ._ u � -r � ��: ,.�_�....., ,� ._._ ..._ �. --. . _.... � _ _�. � £ �� City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 � 7�� Building PLUMBING Permit No.�- -�-- c� Inspections RESIDENTIAL APPLICATION Received By: 763-572-3604 CITY OF FRIDLEY vate Rec'd: � �/ DATE S�ZS—� 1 YOUR E-MAIL ADDRESS � 1%�^ I►1 %�� t�� SITE ADDRESS c—�TQL/ vi °� � THLS APPLICANT IS: ❑ OWNER ,�CONTRACTOR PROPERTY Nq�: OWNER/ �DRESS: CITY STATE ZIP TENANT PHONE: CONTRACTOR NAME: ^—UC: S Uv� a °�' SUBMIT A COPY OF STATE LICENSE # �� 7 ��_ _ DATE YOVR STATE �wDx�SS:�Zo Z f [.�J �9-5 if /rvv- �.0 Crr�r C�-Si /3'��'/%f�� STA��'�i� �S'_ LICENSE WITH pHONE �D � C9 �� L(� S� FAX APPLICATION PERMTT TYPE SINGLE FAMILY 0 TWO FAM(LY � TOWNHOUSE TYPE OF WORK: NEW � REPLACEMENT DETAILED DESCRIPTION OF WORK I�-� � r« c J PER MS 16B.665 the permit fee is a minimum of $15.00 or 5% of t6e total cost up to $500.00, whichever is greater, for the improvement, installation or replacement of a residenrial fixttue, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 =$15.00. 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: (INDICATE TOTAL �ER OF EACH BELOVi� — BATH SINK/LAV _FLOOR DRAINS � SHOWER WATER PIPING BATHTUB GAS PIPING �rv� crrrucErvsE) SWIMMING POOL _ WATER SOFTNER ($35) CLOTHES WASHER KITCHEN SINK � WATER CLOSET BACKFLOW PREV. ($15) DLSHWASHER LAUNDRY TRAY WATER HEATER ($35) FOR IRRIGATION WATER METER _ OTEIER ` � a��.. � � , ry � ��'�� ,;� ��,. � � � �' ��" °� M., - ,.im �%� ,..� ,e.•, � �.� .. �� ..�s�„€ �'--:, „. , 6 ..�. „ ��.,, . . ,_�,,_ �,. �'_"... . .. _. . . , ...,a _� .. , . u .��. , -..., .. ` - � ,. Permit Fee $ Number of fixtures @$10.00 x$10.00 -$ Surchaz e .50 Number of fi�ctures @$15.00 x$15.00 =$ TOTAL DUE $ Number of fixtures @$35.00 x$35.00 =$ State Surcharge = $ ' � .50 Tota1= $ " ) � THIS IS AN APPLICA'I'ION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I aclrnowledge that the information above is complete and accurate; that the work will be in conformance with the ordinan and code f the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only a lica n for a e it and work is not to start without a permit; that the work will be in accordance with the approved plan in the case 1 w k whi re uires r vtew and approval of plans. � SIGNATUREOFAPPLICANT """ " PRINTNAME �GvG �/`' 1V�C DATE �r `� � _�� . . � . : , .Y� 3.F� �. :;. � . « .� . >. .. � .... .��'. _. ,. _ _ :� �'.�_•.. .. � _ � g �.ni'� � � City of Fridley Building Inspections Department 6431 University Avenue NE, Fridley, MN 55432 763-572-3604 FAX: 763-502-4977 Building Inspections 763-572-3604 SITE ADDRESS THIS APPLICANT IS: PROPERTY OWNER/ TENANT CONTRACTOR SUBMIT A COPY OF YOUR STATE LICENSE WITH APPLICATION PERMTT TYPE r� MECHANICAL RESIDENTIAL APPLICATION CITY OF FRIDLEY ❑ OWNER E-MAIL � Permit No.: Received By; ADDRESS: CITY STATE ZIP PHONE: COMPANY NAME: G�c CONTACT PERSON: G�. STATE LICENSE # � EXP DATE � ADDRESS: C� D � � • /I�� CITY� PHONE� 7 S'OZ o2 FAX �_� �SINGLE FAMILY ❑ TWO FAMILY ❑ TOWNHOUSE TYPE OF WORK• I O NEW �REPLACEMENT ❑ ALTERAT[OAI/REMODEL DETAILED DESCRIPTION OF WORK A PER MS 16B.665 the permit fee is a minimum of $15.00 or 5% of the total cost up to $500.00, whichever is greater, for tUe improvement, installation or replacement of a residential fixture, excluding the fixtures. (This should reflect only the cost of labor ) Labor cost under $300 =$15.00. 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: (INDICATE TOTAL NUMBER OF EACH BELAV� Equipment Installed MFG: MODEL: SIZFJBTU MFG: MODEL: SIZE/BTU MFG: MODEL: SIZEBTU _A/C $25.00 FIREPLACE (GAS) $15.00 _GAS RANGE/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 $10.00 _GAS DRYER $10.00 POOL HEATER $35.00 �DUCT WORK $10.Q0 _GAS PIPING $10.00 _VENTILATOR $15.00 Permit Fee $ Number of fixtures @ $10.00 � x $10.00 = $ !O Surcharge . $ .50 Number of fixtures @ $15.00 x $15.00 = $ TOTAL DUE $ Number of fixtures @$25.00 x$25.00 =$ � Number of fixtures @ $35.00 x $35.00 = $ State Surchazge = $ .50 Tota1= $ /G�. THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a permit but only an applica ' for a permit a.nd work is not to start without a permit; that the work will be in accordance with the approved plan in the case of al o � reyui review a.nd approval of plans. � .«� SIGNATURE OF APPLIC PRINT NAME =e� /��' DATE �' ��/�� / 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 PERNIIT RESIDENTIAL PERMIT APPLICATION HVAC ❑ NEW HOMES/ADDITIONS ❑ EXISTING HOME ❑ MAKE-UP AIR �,�„UIRED FOR NE�VI�XISTING HOMES 1. �Co�ibustion t�ir`(See note below) . ..�� , r,,-. . a. Oil or solid fuel IMC Chapter 7 with MN Axnendments b. Natural Gas or Propane/IFGC Chapter 3 with MN Amendments 2. Make-up Air (See note below) `• a. IMC Cha.pter 5 with MN Amendments 3. Venting a. Gas appliances IFGC Cha.pter 5 with MN Amendments b. Fuel other than gas IMC Cha.pter 8 with MN Amendments REQUIRED FOR NEW HOMES 4. Hea.t 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.