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AF - 46850� MEMO T0: File: 350 Ironton St. (Lot l, Blk. 1, Chouinard Terr.) 355 Hugo St. (Lots 63-65, Blk.-A, Riverview Hts.) MEMO FROM: /�om Colbert, Assistant City Engineer \ DATE: 12/3/76 SUBJECT: Stipulations of Lot Development Springbrook Creek (Anoka County Ditch #17) traverses through both of the above referenced properties. Through past requests, it is apparent that some relocation of the creek would be re- quired before development can occur. In order to physically relocate the creek bed of Springbrook Creek, a permit is required from the Department of Natural Resources. Anoka County will accept whatever stipulations are set by Fridley. Before any building permit is issued where a relocation of the creek is required, the permit from DNR must be obtained and plan reviewal of the relocation must be approved by the Engineering Division. TAC/jm cc: Darrel Clark� ommunity Dev. Adm. � a CITY OF fRIDLCY . Effec�tive �ug� i, 1981 �� • APPLICATiOC� "� �y��,►;� gUlLDlf�G PCRi�iITS , (1ic�►�. Alterations, Additions;-ow-R�f,�-�-r��_ 0�lr�ER: � �' ADDP.ESS: j G TEL N0: �� . sT�T xo: 5'^� sT�r: ` �--� QUILD�R: _ � i�-- �l C � ADDRCSS: TEl t10: Construction Location _ � �: _ r e�IX= � I _ ADDITION: �,� � , �, � �� Coraer I,ot: �� Znsiiie Lots ��acr: �� Sideyards: %O p 11p�licant attach to ta�is fo�cm two Certificates of Slirvey of lot and pzoposed building location drawn on certificates to scale. DESCRIPTiOtd OF COt�STRUCTiOr� � r � __.��_ Front: _ Depth: o� Height: Square F ta Qibic Feet: /'� I� � ,� / ,��. ��''/� Front: Depth a Height: % O� Square Fegt: Cvb3c Teet: �►pe of Cor,struction: �� J �,� Estiunated Costs �Q p,� j� - Zb 8e Cbr.�plete8: J Alt. A Alt. 8 Proposed Driveiaay kie3th If New Openinq Is Des3red: s.�� / S • � . SE� R�VER,g SIDz OF SHEET . , . Ziie ur�8ersigned hereby maf;es applicat$on for a p�rnit for tbe ��ork herein specified, agreeinq to cb ,all vork fr, strict accozc].3nce with the City of Fridley Ordinances and �1��9� of �e De�art-�n�t of Duilainqs, and hereby declares thrit all the fa t� and repres� tatiens statccl in this applicatiqr� are,,L�U�r�Fd�erre3et_ �� a.z�: ��'.f�—.�� sicNnzvr�: Stipulatioass -�- � - - r - j t_ � SUILDI-NG P�1tMIT ��E �� . �i� � �y°'r- The 3:.�pectoz of buildir►g-s- si'iall, before iesuinq permits for the �secticn of an_�_ z�g oz ��ructuse, or foz any addition to any •xistfa�--�xi-lding or stzuctuze, oz foi aay altezatioa oz zepairs _-�e�ny �xi�ting building os structuse� npon application therefore, � sequise the payment by the applicant os such permit of lees to<the •aouAt besein below set fortb and in the nanner bereia provi8ed to-wit: TOTAL V�LUATI�T si.00 t� ssoo.00 $501 m 52.000 ?EES 510.00 Minia►um Fee 515.00 plus surcharqe 510.00 foz the first S500 plus 51.50 for each additional S100 os fraction thereof, to arid including S2.000 $2,001 tc 525,000 - 532.50 ioz the fizst 52.000 plus 56.00 for each additional S1.000 or fraction tl�ereof, to and fncluding 525,000 525.001 to 550,000 5170.50 foz the first 525,000 plus S4.50 foz each additfonal 51,000 os fraction thezeof, to arrd including 550, 000 550,001 to 5100,000 SZ83.00 for the fizst 55�,000 plus each adc3itional S1,000 or fzaction and including 5100,000 „ �100,001 ani up 5443.00 foz the first 5100,000 plus each adciitioaal 51,000 0= fractfon pLAN QiECK: 25 percent of building permit fee S3.00 for thezeof , to S2. 50 foz thereof DRIVfliAY DEPRESSION ESQtCW: Concrete f.Lrb Stseets Only Alternate "A": Removeal anc3 replacem�t of curb and qutter only , Driveway width plus 6 feet x$13.50 Alternate "B"= RA�ooval an8 replacemer�t of curb ar,d gutter and install a 3 foot wide approach with 6 inch �epth Driveway width plus 6 feet �c 515.75 . VERIFICATION OF FOUNDATION Permita for constsvction will be 3ssued a minimwn of 24 hours fran the time of application to allow for proper zevie� of the proposed structure and of the construction site. A Certificate of S�rvey of the lot, showinq the location of the foundation oace it has been constzvcte8 w311 be required before �►roceeaing with t]�e framing. C � � � m �� a a. 10 N S P < ' C < w �af° m d . � �� I, pO� n O � m � ? a » g _ < �`�; � � W c -� :C � m z � „ ` ° �ct :o — � � o � � ., oQ. � _�� ,� °' a a � m m' a�� m m � � � � ?. mm a� r-? r�-. 'T+ � � ' r� e x >- � � /� - S-� ,(/0.336 t /'Con1�ever�._ . � a �oQ'� � � �,o�� aa��/� '' � �,ov� aq � / ..� Q / ;- / i a��)�a j Pd y%//ti6 j�i , :o _.. _ , / /i' Q � � ��-� ' J zz'o` � :' 1 . � �� ; �p Z � � C .a�i r � � W r �� .� � � � � a r �� 0 z < c�n O �` � 1 7 �. \\ i � ✓ � � . l� i �i, ' ` (� II ` ,I ' � i � � �� I � c ��rii CZr �n p mnc� -�DO 3mz ZNm Z. ' � � � � 1 `' i o r; �� a � � I o � _ � � � � � r ; � ;: � �' � � � m Z �, `� " C9 � � � � � � C4 � � ° � r � "''e W '. � + � � ; �� '�� y�o �. , � j; p �,"r"'' � � � I �i � � � � � � i; � � . a '' ' O Q � Z � Z W � -� 0 � i y � � � , ; �, _ �a y = �� _ . i�? ' _ �� _ n 1�� . �m i�n C � [ � • � �—♦� n T z O r W O v"_jz� m ;�m Z z O ,; _p m ; .� � � � . x O '' " z � � Of � o`�< �I 7��3 O Z=0 DOD 7C < 7�0 �, Z Z c� z = ` � \ sue�ecr PER . City of Fridley 19307 � AT THE TOP OF THE TWINS g U I L D I N G P E R M I T ; � REC . � `L _ COMMUNITY DEVELOPMENT DIV. �� r � � PROTECTIVE INSPECTION SEC. � 1 i � � /'��1 � CITY HALL FHIDLEY 55432 NUMBER REV. OATE PAGE OF APPROVED �V �""'� � �'� 612-571-3450 910-F15 / / 12 22 87 JOB ADDRESS 3 50 Ixonton Street N. E. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. 1 1 Chouinard Terrace SHEET 2 PROPERTY OWNER MAIL ADDRESS Z�P PHONE Todd/Jodi LaUine 350 I�onton Street._N.E. 572-1619 3 CONTRACTOR MAILADORESS Z�P PHONE LICENSENO. Creative Builders & Home Design 2230 Wingfield Avenue, Anoka, MN 55303 421-8901 4 ARCHITECT OR DESIGNER MAIL AODRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS Z�P PHONE LICENSE NO. 8 USE OF BUILOINO Residenti.al 7 CLASSOFWORK NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE � 8 DESCRIBE WORK Construct a 38' x 24' Dwelling and a 22' x 22' Garage �a� ��r�s aE ur�� FoR 9 CHANGE OF USE FROM '�[¢f3�l�T�s ��'s p�,,�j{I� C� A►l`�ipo �1 � � ��c c��o STIPULATIONS provide a haxd surface driveway. Px'ovide sod in the front and side yards. Provide City with copy of verifying survey be�ore capping. See notations on plans. Follow soils Engineex's xe�ort and dens.i.ty tests are required on backfill. SEWER LOCATION: 87" Ea.st of Manliole (Inv. 845.19) WYE ELEV: 844.84 TOP OF FOOTING: 847.84 Minimtmn WATER LOCATION: No Service MUST BE TAP�'ED �� +� THE CITY OF FRtDLEY D.OES NOi GUARANTEE iNE ��f�r� �-��''�I ACCURACY OF 11TlL�7;;1c LQ�MTl4(�kS A�D E�,EVATIONS. T�LEPH�� s�.�,�fi��'�' THIS DATA IS �OR�if�f}R�f�j� puR�OSES ONLY, 5�� :• '��" AND PERSONS USI�VG �:�_�NFORMATION SHOULD �� VERIFY IT ON 7HE SI�, SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATIN(3, TYPE OF CONST. OCCUPANCY GROUP OCCUPANCY LOAD VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONING S�. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 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 PARKfNG 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 yp�UATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED $6O ��.00 S3O. OS WITH WHETHER SPECIFIED HEREIN OR NOT. THE GHANTING OF A PERMIT DOES NOT PFESUME TO GIVE AUTHORITY TO VIOIATE OR CANCEL THE pERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING coN- $316.00 $525.00 STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. � PLAN CHECK FEE TOTAL FEE $ 79.00 $950.05 SIGNATUREOFCONT ORORAUTHORIZEDAGENT �D Ei WHEN PROPERLY V DATED THIS IS YOUR PERMIT * � " � ' 0� SiGNATUFE OF OWNER IIF OWNER BUILDER� IDATEI BLDG INSP �ATE NE41 L ADDN. � ALTER. � � Construction Addre Legal Deseription: Owner Name & Address : v'� �' rcA�,2S �� Contractor• � � . LZZ� G�/l�,L'}-i� r�-'r.t° r��—!�� Address• � City of Fridley � Effeetive 4/1/86 - AND R-2 �►' R 1 Building Permit Application � LIqING AREA: GARAGE AREA: DECB AREA: OTHER: Corner Lot [ ] Attaeh to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. ��`-. �� Sq. Ft. _.�______. �e��:s� ��_L@.� � Tel. � �' �� DESCRIPTION OF IMPROVEMENT ��' Width __.��.L.---- H I�t �'-#' � Length _ _____ - , Length �� Width ZZ, Hei�g�ht �. Length °°� _— Width �- Hgt/Ground "— . � Inside Lot L�C] Sq. Ft. _ - Sq. Ft. —�— 1 � Ft. Yd. Setback -��. Side Yard Setback � o�� Type of Construetion: _,��✓ ��'�'�"'� � � s � Estimated Cost: $ } Q_�___ _— �'��ce(ulie.� Approx. Completion Date: � �'�j ((1�� A�A Alt B � � ` 06 0 � � Proposed Driveway Width If New Opening Is Desired: See Baek Page i-�lanat'on 11ATE: , APPLICANT: Tel. � ��!�%� CITY IISE ONLY � . � Perrrf'it Fee ��•� Fee Schedule on Reverse Side Plan Check $ `�1+� V 25� of Build3ng Permit Fee State Surchar�e $ �� $.50/$1,000 Valuation SAC Charge $ � *�►� � 525 Per SAC Unit Park Fee $ �� Fee Determined by En�ineering �e w Sewer riain Charge $ . _ �___ _._..__ A�reement Necessary [ Not Necessary [ ] TOTAL � - �------ �{(��dj ��/,�i/B, ��Se. �J.UC� �wR� -z � �� 0�,� STIPULATIONS: l Il �w �n��•nv� p,o,�,n, � �� , '��,naoo � g� F'oc.� ��o�s ��f� R� J'-e � , �� b ��l `r�-�+i �►r�l�. � �►�• �N� f�.fL A BIIILDIBG PERMIT FEE SCHEDIILE The Chief Building Official shall, before issuing permits for the erection of any building or strueture, or for any addition to any existin� building or structure, or for any alteration or repair to any existing building or structure, upon appl3catio n therefore, require the payment by the ap�licant for such permit of fees to the amount herein belaw set forth and in the manner herein provided to-wit: Total Valuation $1.00 to $500.00 Fees $10.00 (Minimum Fee is $15.00) J $501.00 to $2,000.00 $10.00 for the first $500 plus $1.50 for eaeh add3tional $100 or fraetion thereof, to and ineluding $2,000. $2,001.00 to $25,000.00 $32.50 for the first $2,000 plus $6.00 for eaeh additional $1,000 or fraetion thereof, to and snoluding $25,000. $25,001.00 to $50,000.00 $170.50 for the first $25,000 plus $�1.50 for eaeh additional $1,000 or fraction thereof, to and ineludin� $50,000. $50,001.00 to $100,000.00 $283.00 for the firat $50,000 plus $3.00 for eaeh addit3onal $1,000 or fraetion thereof, to and �` ineluding $100,000. $100,001.00 and up �433.00 for the first $100,000 plus $2.50 for each � additional $9�000 or Praction thereof. DRIVEGTI�Y DEPBESSION ESCROY (Concrete Curb Streets Only) Alternate "A": Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $73.50 Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide approaeh Kith 6 inch depth - Driveway width plus 6 feet times $15.75 VERIFICATION OF FOONDATION Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper rev3ew of the proposed strueture and of the construction site. A Certificate of Survey of the lot, showing the loeation of the foundation onee it has been eonstructed will be required beFore proceeding with the Praming. � � � �.F�� ' & �°� N � ��• QI �- �� a y � � � °� � n � � �I p.G� ��. �� .3� �� • �� lCP"� G,��a�� , �5s,e�r� �,savenv �, /a�i ,�i� e�o� o�V � rs� � �!G ._� .. . . . . . , ,... .emr.�..�...... ., . ;;e ;. .�.5' . . ., .:� .;�_:.: . . . _ . .. �. . . , .. .�. � :�.'�KP".t't � • . .. . �� (Z u �� ✓ �.AND LOT ZNFOR�..,T�QU � • staeeT Aracat _35ej4,�m�Srk.,FRrDLly MN. • jL<4 OFfCa. _ 4.� 1 �pu� _ �Mew�+4CO Ttteti[ u'' �'4,. � IRONTON gT 90� Srur...e ,��.'�" �„ N �� C' ,ae.ss' �' � , r , - � --- - - �. N Pao►catY � _ _.. N uwe � k .-_`v ' I � Q9� p ' ° i . � � "� i o � c� � � � � �` :`'`�� Y�:� � . � — � � I i � � T �.�� , . X , "� � � ,0 � � '"" � ; �� : �( ��- � ��" �� a �ys 9la �� 1 �y . N� y , p § . i`ti'i ��{ �' ...: Q° " ��'°'�� t ��_} �.. �i�� +k _ . � ��rRa,4� 6; a , `+ � < � � , -- Q a+auw '� " "q. i°euT�^uK `,.�. ._ �� j � _' ___ _'_ _' / �, � '� s� � ` � ` G�pRANTEE °� ppES r�OT ELEVATIONS- OF FR��-�Y TI�NS AN� ON�'�d "(�'J� G�Y OF UT11._1 � r�-��A�, } 1dN PURPOSESH�ULfi ��t�� F�F t�;Fu�' �.� ,,.��nNtRT10N � �g� �R� A �S vStt'�C �'��:� , <� ii � _ � � �'�� f�-1+� .�! � i� � � � � � I � ' � `� �L�Mr. \1�.l1.•/�4 V• I �� j ��Z�'��t ti ��rr� .� "�`• ' I �'�3:. ..� .J.: ('� J��-��L � `j �f •t y ��,1,*. � tjOpR71i��}r11X I o\�%�:t?�1vL`�-G�1J�z,�� ,E I 0\�{y.S,��l. C.t{.v�,:J.�q , � L�/y V H �•�J tJ �� t ( �� •,v' \: ! : `�,t �s . a. Si a `� 3 , + •��,.'�„ �'�"t}�'v � � M .� . :J �i w/ .i )= �,� %��.:..i• •q .V• � � I Y4�� .y' +� J�'v•%.,� I� • .^T. ..�.r �•.� 4 %•j � 7 r `y � . _,d' '�i /f,/1'/f�/'ff�%�!� �p PEF��rIS ` �t , . . ��ERIF°� � � `�' � T ��'" r' � ,? 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N c� �. o c c+�i r, tri :-• �� r--� c� c� i � f.W./•Nr O u'f � � �.r � �O ' �i"1L7 p.� l 1 WW � � . ..,� �J GD�m WQ m 1 1 1 •'7' =�:�7-�O WZ . �� . ¢--� W �....1D N • . '.�1:'i �N�� dW . 01- � �� OWZZ � r-u � �G7 Q1 QT L�Z•••�-• � W¢v7tn m � S • � ' Zr�,�� L N l+Yr' Z 4"f . m..,0[� " • 'u.�ow WN�+ ..J.� 1 1 0.7GD07 •-¢J ( 1 W N a N Z¢ I.J47N�� CCQQ � f�'1 N P9 W W c�+�'+ O � �r,N+w ��QO�O • Qf•-�QI� C'7�N"+ Z • W4�07�7. • J m �� m 1 1 1 . � =1� GO a1 ' ' �C. C � ' m00 i17L7 �NNNN�' �� i..1.�mC�mON� � O ! � Rf Rf M � � ��I.i�{f: ��p��m UNN o� o 0 0 o m �:,'):t7 y=j�� LI.1'""_' � � . Nt��tneo� � s m� � � �� t f..,,,..:i�• �.� er e� �.n � �. � � i �i�` . f M M O r ; ��.�s � ' S°��S o � ; � � � � ; ., ,, � . I �°« � � ��+� � M IV M i � a � -� !� � M � W a� � B s ..°� � � ,�� : �~' � M M �1 a �p O r+ N 0 � O r � . �. . . . � i ' �� . a � N � 8 • a 0 . ' : �D al . . � � L � i �� . � C a � o` � • o 0 , N � 11 W J � � �7 � Si-£.=0 , =� � � W 0 � � � �. 0 1 0 . i � N Z• ¢ � V) • � � ' o , S�'f �0 I• . 4. ' _ Q �� QsQ � �� ^ � � �?�� .�� ;� � �� m �.� �� s��. �� 5 �� p a 2��.�� ` �°a�s � �� o�'� ��o� .� � !F 1 N� c. � � ui (�°� 1 :ri= r N:.i � i� .. . r .._ •• � '��: : . , - — . . �t �'< ' � � EXTERIOR �NVELOPE ,pVERAGE "U'! ;�QMPUTATION . . . . . ��. OWPJER:' . . � � " � '' '• . - , . - . . �: , .:. . � S ITE 110PRESS; , � t'� . : ' � ' . . �A�lT�AGT'OR: � � ' � ' . ' � � DATE • • • � '� � . _ . . '. << . • PHONE: � � , , ,..: , , . . '�� . . �ETERI�OINE MORKING , . , ` ° . ,__ "' S4�ARE i'OOTIIG� . pF EACHs_ ` . ��' � • '�'0?AL EXPpS�O l�AI.L AItEA � � ........ �%� . . ., .11 �T� '�. ��' " �'� '� {.. +�• ROOF/CE i �.1 NG AREA �; •''. _ . � .� �- I �I 3 ........ ' A9 ft �t "11" .026 . k':r -_ � `';•'' �OTAL EXPOSEO M/1l4 AREA CALCU�IITIONS: � . . R, . . • �.,; _ • . `: . .: e . Tot� 1 �xpo:�d Na I 1 ' � � _ , • �^w +�bow f loo�. , ...... �'� `r •_ . � �#q f � ::�� Tot�l rrail trindai •�sa: . � T � � _ � �/� �,,� _ . � _ �� 41Aifd�;�� / j . � � � . '� w A f t x'�' i� ��' � ' 'r'' � 1 �ssd • • .�s�,,.,.,� . . ..... � � �t. x 'N' �+�- � � . �� Tota 1 t�oo� �c � � • ^ q • '� . � i�� - �� ' � �� X �Y�� ' � �'�j�� . .. a:, � . 9_ .� � : - , • ��MY'��"!�i�� -�� Total slidinp pl��s doo� •ra: � . . . . . . D � � ��.ssa...... �� _. � _ .. a a�� " � ' �1 �� w , Y" ♦ � �• � �/ � , glas�d...... �� - . . � sq �/� � ��u "" .. � . di Total fir�pla� w�ll ar�a L — • . ;4 ft x "11" • �' . � _--_'' •i Totel wall framtng a�ea � � IZZ �. G1v�rag� 1�)........... , . fi Total �at w�il �r .�a� t t x�� .�� 9� a��i ZZi _ - . ea �bov� _ -----�—•.. _ 11oor � � �9 . �/� " • Inwlac�d) ....... 07 � d'�,/- s4 f t x��L � •// � G-� ` �i Total rl� �o��t •ru...... ��,�p . � . M. . sq tt x �ti�� _�k-: toe. � to • • _ � � � 3� undotlon /D - .. •n� IE�cposed�..�........ ,� � ` � . sq tt . h� Tot�l �oundation � ' . . ' . � Ml:�e�a�r �r�� ............. � � ,,,,r , � � sq tt s �qN' `�----� � �' ' ` �� : �Otal -._... �..;�r. x � ,s. - �A�t #oundation /�, � - } +�� abov� g�ade........ ��il'� . � ' � �� _ � . *4 tf ; 'V l � � � �� . . - . . � � �TOTAL �� th�u 1) " • �p �=. . � . . � �,u : ;��.1 t 1 ts�n a3 1: tha same �s � or I�:s than t tM �►1 L `. � . S.R.�. S�ctlon 6pp6 ��? Z. •� h�w rt th� fnten� of . , , , � ., � � . ., ,. �: � . � � • �_ ` ' - �'d- ,�', , . . . . 9. • � - � '�_�.. � ..ae � .a. o- . , . �'.'. p TA�. El(PASEO RAOF/CEILING CALCULATIONS: ,. . � , _ , . � .-, Totsi "axp��.,d ' .Qf/�-% �, . � . roof�cet.11nq erba........ sq f� � . . n. . .. , ? sq • ft x "1)"' �.r+"' .. �., � j) Total skyliaht area....... `�.��- . � , � w: , ; ,, �.._ k) Totat roof/cei 1 tnq �framinq :. ` •� �� . , a�ea (Av�ra4e 1��)...... � so ft x"U'� `. �T.�. � 2� ' � �� i) Tota! eee inautsted ' • �` � �' ' ` ` • s - '' - �oot/cel l inq area. �.�.... •-l.� • tq t� x H�� . D�iL�. ��,� �?j� -- _ : �_ � 11. � _ ' = � :TOTAL ' . -, � 3 ��. chru t � �� If tot�l ot �h is the same ss, or less than �'2. �w have mei the tntent-of - S.9.C. S�ctto� Fon6 (c) I. ,.4.. � :_:, ,_ . � ;�, � _ .. _ - -� . . � . , . . . ,� _ . �;. . : . . - - ; . . , � ... v. - • '� � • _ . ',� � _ � � . -� �= � ALTERr�ATE 9UiL01NG ENVELOPE QESIGN , : To ulilize the total �nvelop� system �ethod. th�.valuss estabttsh�d by th� s�n. ' o� f ta�ns N3 �nd aq ha11 not b� �reate� th�n th� s�n of item� /1 �nd �2. .,<. ,. _. ` � �,Q � . �� J � -� ' � %. . ..-. �-�C:/ � �• . , �q . . 3. / IU�� J , . _ C � � ' . - F �...�.. ♦ � • • � � 1 � � , r� . • . . - .. _ � • • _ .:. _ ' ,. `, . . . , t . .. - - . : _ �,. �}`, .. �.. { . .. , _ '. : ,. .. ,�r ' _ _ , ..;. . .. ,,. �_. :- .�� - . . :�:. :.r -e ' S . r � � . . . . ,.�.. ., . � . . ' ' _ . _ . .-,y ,. . . , . -. .. . . . . .. . tC. . ' .' ....�_ .. .. .! .F ..Y:�c . ., ... ,. 1 . . ,.,. , �- " ' I . ..•. a' �.L:: . - .. . .. . . _ . . 3 . . ` . `r • � . . . . . . t - . .. .. . • � . � . . • B .. } �C E R T t F 1 C A T i A.�.�-� _. .. �- -. . ..��__ �___�...__�. 1�h��ebY ce�tTPy that I have caleulated ths "U'' tacto�s ��.d�"R'� valu�s heroin aAd thst t� buTldtnn here des�ai ¢t �,ex cls ths Stata ` � of M�nneso�a Ene�ery► Conservatian Act. • `' fp�' - � _ _ � : . . .! i ��i . , � _ , . . ;_ _ _ ; ,; �,� ��.,f.�' -.. , . . ��`„�-. . , . . �' nnature��—�r ' - , . � y .. . _ _•. � ' �V � .. _' •��. . . -1 J , , A •� _ . � ( De�te ) -. � � - ..� � . r . . , �: _. ' . . . i . e,, ' q . . . . .. . , . . . .. . , .. . � � .... .,r, �at,,. . . ...- . . . _ .. . . • I! � a� r:...� . :. , ,'' . � ' C� � � ,�' ��R AIR FLOW . .� � i �..�. - ��..e . �_... ..� ' ' ' . ' �..� • � CEILINR S�CTtAN (I��SULATEQ): . � 1 Interior air f�� . • � 2 3 N • 3 4.' �'' 4 Exterio� air f11m g�� .�� . �� TQTAL R � . . , ; U• 1/R•�Q' . � • 2 . 5 ' 'CEILIN� FR/UIIN� SECTION: � . . 1 inte�lor el�' illn� A.61 v�NrEO .� � " 3 . • 4 nter o� r �n st �, � � �, ' • S nches so r wood . • . TOTAL R ,� � 4. . � u - t�a •,��5 CEl�lp� SECTION (I��SULATED) ; 1' Inter�or air ftin� �.�� 2� � � •. O _.k Fxterior a r� m st , A. . , . . . U • 1/R ...��Z . , . . . .. ' � CE 1 L 1 NR FRAl11 pR SECTI OH t � VENTED "� � ' 1• Interio� alr f11� �,�,� .. • . � z ,� � • � � �. . • � ; .. .. � 4 Ext�� o� • r m st •. � . � . . . g � nches so c wooe ; � ' . • - • . - : . . .: � r TOTAL R �;:.r�.... U � 1/R . .r �� .. . . .. - �. . . . • w� • � •�y��. ��, . 1 2 3 4 S ' �_ . � � � U■ 1/R� � �; d��- � 4 ' - . . ' . / .''>sc � .�� ' . . -_ �♦ .�•� l+� i.�� ;� � • ' ' � � � � . r ��.. ��y hti " . ' . . . .. . . . . y' . i s i _.. ' � � t : ""�.,,j � �4°�'' t - , . � � r .�� } f . � `i; , . • � .�. a. t.y ,'t.,r-,:+. �j.�- c � ' - : . . . . i��= �^�,�,?�'��,},LF s�i>.;� • . . . . . `�t �as. U,1� �_:�-�� :y - , • - - _ � i y. � . , . . . :� � �d - ' - � • � � . � ' � I {¢+. � S �yW;4's ,� '4 . ' . . ' .. , _ . ' , . l ` _° y�r4 :'. i',. � y. �° • . . . . ' , . . ' i�, ; :,�. �.�. �` .:., �q '. ; ;..j . - ' d r,t•.,-:�� 7 ,��.�'`�3'SJ.� :a � s w° . � . - �. - . . � 9 � � - . . . . ... � r . . � " . . � `}ii ;�� ri �� -"� � 3" :' , � ; . � �-� 1 . a � � .. , - _ , . ' .rt� h .�t � � �'':, � : .. ... . 3 t `4.•�i��i�'�� , . . � I 9 �� r � ' . • ' . - i} t 2 � . M' t'F .� .. i:� ! i. y:,T ! .. � L'�.� ' . �• � �' iy ..� u.� �'. A. `7 °.,� �i'V L ' . . � " • ' . �N 1 .d3,u' ��. ; 1 . . . _ � . .., I ,' + . . � � .. • t : � . 1 y � .. _ � l '� .i� - 1'� � h`�~ +�4G ' ~. , � . �'t? � ,��y'SJ fr � 1. _ � , i • "' . F !. _ �.� � `,M.j t' iY t _ . , . � . . . ' � . � • . �: T.M. � �F lk y . i �, . t • . _. �L� (�T} ��` '4. a S �� :: � -+' � r e� : � � l.� . � . ' .1.Ni��e.�,: 7 .f ', . � �=' :, :? -� �:,.' • : SOIL INVESTIGATION � + i ..r, T ,... ' . , ,; a' > ; � `: n � . � PROPOSED HOUSE ��;'� �%;sr;,,;:: :�`� _ . � '� r'`` ` a ' �' - � ,',t �K�_' EAST RIVER ROAD _ � � , ' � '� � - : . ��,� 340 s �„ �; I �� i � ar : � r . , _ . .. .�P. . . . ��' � . . . - . _ .• ��C -. yE _�� . � . .. . . F � �o��. ��c��o��'on � ` `_ �,•� { - �, t � E , i t.' !' � ' : COfT1Pc�]PIM . �t. t� .-� .� .�,� ,�., ; ��.. � . , . .. � �,4 � : 8" i.: R", ,_L... . . - . _ . • ��- �! �� t�. � F t ' i �.,.? i'0 -. • ; ' . . ti. ��.. :�•�� v'�? :, - � .� � . . y°'x `� ' . . � . .:l,�y%L .:y .�:3 � . � ., -� r� � d e �+ � . � � . . . . ' . �,�da. '�f �' , . y � b' , f �_ f. a +L'.i.�y13t.'?' �- '. . .. �� . . , ;, t � r� lb':. � �y �.. ' a _ . ' ' , . , ' P S � .,.�D^,� : "{� . - ' - , . � • i.r1 _ � _ / � - . . . . • - . . . i � i 1�' ^ti �� } 1. T Z � �.•,;,, 4��'n'i��,c.� �' ' � - _ ' .� • • .. - �}"�'#��: �,ae-r� � t . ,. . . .. a .'ht yl� Y � • . . . �.. �. ya t �. iYa � . . . ' - ' _.. - ` �a'�rc *y .i ,9'i .: 7 � � f j ��.�� _ .. . . : . . . . ' . � t�_TL 1 . ! � : ' c, ~ � � . . . . . � L t �a • � - __ - . - �-� � .9� + , ;�� u � ' , '. . • r ..; � ' _ . . ' ��'`•' 'r��=ca 1 . >"+ .`� . . � - " ' � s , r�� a� . '...i i . . _ . - , . BRANCH OFFICE$ ! Y . ' : . . . . . . . �'t � ;� r ; .� . ., , - - : . ' APPLETON, WIS. z�.: � �BISMARCK N D.�t MINOT, N.D - � �,� ti,, � FARGO, N.D. ..'� ' MANKATO, MINN.. EAU CLAiRE. WIS. �_ • GRANDFORKS,�J.� • ROCHESTER, MINN LACROSSE, WIS. ._ a . - . . -� .� .Y � , � . . - _ = , • ' � ' ' . -,: ��T-,'-+�.•�i3��^�'zr'�` '1- ' bv'F�# rZ�a�xw ,3�...[:� �s.;t�z:s�>:�sa,.j.Nb'^c►iti�:a:_:.;. .� . -_ . . . -f�'c�°:=�1[�sccra.ticr?+7� ='��' ^�`'�i',r.`a6��7',+�'` i � RAPID CITY, S.D. SIOUX FALLS, S.D. WATERLOO, IOWA � � � � � � � � REPORT OF SOIL INVESTIGATION PROPOSED HOUSE EAST RIVER ROAD #120-2760 INTRODUCTION The proposed residence and garage will be approximately 70' x 25' in plan. On February 24, 1978, two soil test borings were put down at the locations indicated on the attached sketch. Surface elevations were referenced to the top of curb near the catch basin. 'fhis elevation was taken as 100', an assumed elevation. The purpose of this report is to present the results of the soil investiga- tion and the analysis and conclusions drawn therefrom. The analysis is directed primarily toward potential foundation types and depths, allowable soil bearing pressures, and possible design and/or construction problems related to the subsurface conditions. SITE AND SOIL CONDITIONS Site Conditions The proposed site is located on Ironton Street near East River Road. A shallow creek currently runs along the south and east side of the property. The creek bed once ran along the west and north side of the property and has since been rerouted. The surface elevations at boring locations ranged SOIL P�Ct�LOR7t�l0�� Page 2 - �120-2760 from 97.4' at boring 4 to 96.8' at boring 1. The surface elevatior, on Ironton Street opposite boring 1 was 100.2'. Based on this information, the lot is approximately 3' below street grade. Soil Conditions / A generalized soil profile consists of 2g' of fill underlain by organic silty clay and muck to depths varying from Si' to 62'. The orga�ic silty clay and muck is an old swamp deposit. The swamp deposit is underlain primarily by fine grained sand varying from medium dense to dense. A 1' thick strata of silt was encountered between 10' and 11' in boring 1. GROUND WATER Ground water was encountered in the borings at the times and levels indi- cated on the attached boring logs. Based on the available information, it is our judgment that the actual static ground water level is located approximately 3' to 3?' below existing grade. The ground water level� should be expected to fluctuate both seasonally and yearly. ANALYSIS AND RECONA4ENDATIONS Project Information We understand that the proposed house will be approximately 70' x 25' in plan, including the garage. A split foyer construction is being considered. We have no information regarding proposed lower floor elevation, however, would assume that the lower floor will be ne�r or slightly above existing grade on the site. We have no information regarding structural loads at_this time, however, assume that they will be quite light. ��" �c�t.oAation �� `� � � � � � r � � � � � Page 3 - #120-2760 The grading plans are also quite preliminary at this time. Based on the available information, it is our judgment that 3' to 4' of fill will be required across the site, particularly around the proposed house to provide adequate frost protection. ' Engineering Analysis The fill and swamp deposits are compressible. These soils have very low shear strengths and will consolidate under additional loads. Because of this, some site preparation would be necessary. , Excavate and Refill Removing the fill and swamp deposits to the depth of the sand and replacing with a compacted, clean granular material is feasible. This excavate and refill method will require excavating to a depth of approximately 6i' in boring 1 and S%' in boring 4. After the fill and swamp deposits have been removed, the bottom of the excavation should be inspected to verify that all poor soils have been removed. Because of the high water table on the site, excavation using a dragline would be required. The excavation should also be oversized a minimum of 1z' laterally from the outside edge of the footing for every 1' of compacted fill placed below the footing at that location. The water table was encountered at a depth of approximately 3' to 3%' below existing grade. The excavate and refill procedure will therefore require dewatering. All fill placed in the excavation below the present water level elevation should be a clean, granular material with less than 5a passing the #200 sieve. In addition to less than 5o passing the #200 so�� exrxoAation �� ; . Page 4 - �120-2760 sieve, we do recommend that a coarser grained sand be used. The fill should be compacted to a minimum of 950 of ASTM: D 698-70 (Standard Proctor). After the building area has been excavated and refilled, the footings can be placed at minimum frost depth below planned exterior grade. �Because of the high water table, we assume that bottom of footing elevation will , be near or slightly above present grade on the site. Substantial filling will therefore be required around the proposed building. An allowable bearing pressure of up to 2500 psf in footing plan can be used for the foundation design. Pile Foundation The proposed house could also be supported on a pile foundation system. Based on our past experience with pile foundations, it is our judgment that this method of support would be somewhat more expensive than an excavate and refill. The borings put down on the site were not deep enough to evaluate pile lengths and capacities. If further information regarding a pile foundation is required, an additional investigation would be required. Additional Considerations The fill and swamp deposits on the site are extremely compressible. Any additional fill placed over these soils will_cause some consolidation. The subsequent settlement will occur at a decreasing rate with time. The driveway and sidewalk areas will require some fill. We estimate that this additional fill may cause 3" to 6" of settlement. Settlement could be eliminated by also excavating the fill and swamp deposits out from under soi� exr�.oAat�n Page 5 - �12Q-2760 any sidewalks and driveway areas. Another method of minimizing settlement in these areas would be to delay driveway surfacing until such a time when the majority of settlement has taken place. We estimate that the majority of the settlement would occur within six months after placement of the additional load. Any underground utilities should be carried through the fill and swamp deposits or constructed on a compacted fill placed to replace the fill and swamp deposits. We recommend checking the record high water level in the nearby creek. This information should be available to you from the City Engineer. If considerable high water or flooding has been recorded in the past, raising the entire grade on the lot may be advisable. FIELD INVESTIGATION PROCEDURES Soil Sampling Soil sampling was performed in accordance with ASTM: D 1586-67. Using this procedure, a 2" 0. D. split barrel sampler is driven into the soil by a 140 lb weight falling 30". After an initial set of 6", the number of blows re- quired to drive the sampler an a�ditional 12" is known as the penetration resistance or N value. The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. Soil Classification As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM: D 2488-69. Repre- sentative portions of all samples were then returned to the laboratory for _ SOIL Ca'XP�OR�t�IOn _ i Page 6 - �120-2760 further examination and for verification of the field classification. Logs of the borings indicating the depth and identification of the various strata, the N value, water level information and pertinent information regarding the method of maintaining and advancing the drill holes are attached.� Charts illustrating the soil classification procedure, the descriptive terminology and symbols used on the boring logs are also attached. INVESTIGATION LIMITATIONS The recommendations and/or suggestions contained in this report are our opinions based on data which are assumed to be representative of the site explored; but because the area of the borings in relation to the entire area is very small, and for other reasons, we do not warrant conditions below the depths of our borings, or that the strata logged fxom our borings are necessarily typical of the entire site. This report was prepared by: ,i�v(t • � • ��.+�/ Steven D Koenes, C.E. d 1 hereby �tNy thct this plan. specifieahan, w repor� was preoored by me or under my dired �rpervisicn ond that 1 am a duly Rsglstered prnfenional 6�gTneer urrder tha Laws of fhe Stots of Minnesota . jWI RED A. WAHL Date 3/ 3.�7 &_ Reg. Na 6989 �oi� exrxoRat� on �� .� 4� se•i (r�.$) � �"'° '" �� • e "� vrr�_`�n 'Y. , �i; ��7, 5��` sYMSOL C.S. P.D. C.O. 3�c HSA � FA 6 FA 2K C 4C D.M. J. W. H. A. NXC BXC AxC SS 2T 3T 1GE�170A) DRILLING 6 SAMPLING SYMBOLS pEFINITION Continuous Semplinp Z-3ig" Pipe Drill Clser�out Tube 314" I.D. Hollowv Stem Auger 4" Diameter Flipht Auger 6" Diemeter Flieht Auger 2S5" Cesinp 4" Cesinp Drilling Mud Jet Water Nend AuBer . Size NX Cesinp Size Bx Cesine Size AX Cesinp 2" O.D. Spl it Spoon Semple 2•' Thin Wall Tube Semple 3•' Thin Well Tube Semple CENERAL NOTES LAB�RAT�RY TEST SYMBOLS fYMBOI DEFINITION ry Mo�sture content - peroent of dry weipht p pry densiTy-pounds per Cubit toot u, p� Liquid end plestic limits detertnined in accordance with ASTM D 4Z3 end D 424 Q� �Jncpnt�ned comp�essive itren8th-pounds per �qwre toot in �ccordence with ASTk►, D 2166-66 Pq Ts G SL PH O M.A.• C' �C• Additional insertions in Ou column Penetrometer reeding'tons�cquare foot Torvene reading-tonsisquere foot Specific grevity - ASTM D 654-58 Shrinkeee limit - ASTM D 427�i1 Hydrogen ion content-meter method OrgeniC content-combustion method Grain size enelysis One d�mensiw�al oonsolidetion Triaxial compression •See etteched data sheet and�a geph 1YATER LEVEL iYMBOI —� � Weter levels shawn on the baing logs are the levels measured in the bori�gs et the time •nd under the conditions indicated• In send. the indiceted levels cen be considered relieble g*au+d water levels. In clay soil, it is not possible to determine the ground water level witf+in the nom+al scope of a test bwing investipation, except where IerLSes or leyers o� more pervious weterbearinp soil ere present end then e la�►8 period ot time mey be necessary to reach equilibriun. Therofore, the position ot tfie water level eymbol tor cohesive or mixed tezwre soils mey not indicete the true level oi the pround water fable. The aveileble water level iniortrotion is eiven at the bottom of the lop sheet. DESCRIPTIVE TERMINOLOGY o�sin TEa� ••N•• v�ue Very Iooae 0-4 Loose � Meditsn Ds�ue 9-15 pe�e 16-30 Very De►se Over 3D a �rV1•S��CI � ••N•• vA�vE soft � Mediun 6-0 Rather StiH 9-15 Stiff 16-30 Very Stiff Over 30 Smr�derd ••M•• Penetration• Blwvs per foot of e 140 pound hammer fallirtp 30 inches on a 2 ineh OD aplit spoon. RELATI VE PROPORTIONS �M RAN GE Trooe a59e A Little 6-1596 �� 15-3096 W itfi 3�-509e PARTIp.E SIZES Boulders Grevel Coerse Fina Send Cosrse Mediwn fine Sitt �rd Clay Note: Sieve �izes sFwMrn srs U.S. Standard Over 3" ,K.. 3.. �14a1i•• NI-p10 Jrt 0�40 114W1200 petertnined by pls6tieity Gherecteristics f � , ,�B .� J � a��.. SE-7 (T1�!) •� c°`.`° .� ' (�LASSIFiCATION OF SOILS FOR ENGINEERING PURPOSES arna o��.t�a�: o i�s� — 69 AND 0 2488 - g9 (Uniti�d Soil Clssaitiersticn Syetem) ' GrwP T iw� nen�s Cl�ssifie�cion aitai• IOajo► ditrieion• �,��is �P C s Oso o,�aUr thsn �: � Wellqrsded pr�v�ls �+d e � Oto � � Gw pr�vel-send mixture�. litt�e �� C� D' ��r„��, 1 and 3 or no fines � � o r •k � o poo,ly predsd pevels and �� • V GP p��vsl-ssnd mizoxe�. litt�e �� Not meetinp both Criteria for GW �+ �i pr no fines � �gZ �� . ° o� � � g Atterberg limits Delow � � � � Silty prsvsl=. proveliend- .� �� ••q•• line or P.I. less Atte�berg I i m i ts plot- e � � siltmixNes � 3�� Z tAen4 tin0 in hatched area 'o f �� m» sre borderline elessiti- 8 ��jt � � � : ' ' Attarberp limiu above �t'�^s requirinp use �Z $ e G C Claysy9ravels. Q►avel- �:.; ••q.• line with P.I. of duet �ymbols � � sard-elay mi�ctiures .. proetsr d►an 7 � o • � � P C = Oso �eter than 6: ° Well�sded sands and prs- ��° �O ' u D�o �` � �, gyy w�s se,nds. linls or no —�°� �� (D�o12 pet,,,,een 1 end 3 � � � � � � � � = D, o x Oso a � ` o Poorly pradsd sends and �°, Z z� �� t� SP prsvslly sends. little o� no Not meetinp both aiteria ior SW F e � �� (ines � fl B z � ,� o �t °� b Z V litnit� 6slow � g Atterbsrp N�$ � � Silty ssnds. sand-silt mix- �� ••q•• line a P.1. I�ss Anerberg limits plot- � ` �eB � � thsn 4 tinp in h e t c h e d aree � are 6orderline classiii- f 8 � �� cetions requirinp use � '� � t° A��rg lin+its above of dusl �ymbols � Clsysy ssndB. se++d•clsy ••A•� line wi�h P.I. SC mi�ctures praster thsn 7 N r��f:IClh a1�: �rwrpenie silts. rsry tine 80 e UAL sends. �odc flwr. silty or $ Clsysy fine sands Fof elassificetion of fine�reinsd �S fOi16 end �inE tfSCtion Oi OOarSe� � Inoreenic clsys oi low to 6O preined aoils. � �;� plsstici t y. p�svelly q�rbe r p Lin+its plotting in CH �« CL ��, ��y etays, silty hstched srea are Aor der line . � E olsys. I�an clay,s tlessifications rpui�inp use of s= � �0 dual syn+bo�s• e� � Equation oi A-line: y a, O►genie s i I ts end orpenie � p� e0.73 (LL-201 =g � OL silty elsys oi low plastieity Z 30 � v e � `�cp OH end NH � � � �norpenic silts. micsoeous • Nd�1 a dietort+acea+s fi�►e sends � ; r � � � � or silt�. �lastic silts ZO £ � �� u� Inorpsnie elsys o( hi� 10 � �� c►+ a��,. m c �.v s �—c�=� �.�+a a � = E 4 �a p�penie el�ys dnrdiumto �0 10 20 30 �0 50 60 70 BO 90 100 a OH hi� plestiCity :,� Uaid limit > �: P�at. wiudc �nd olher biy�ly _�$ � orpeniC wils •{e�d m 1A� wt�rf�l �sti�+0 t� 3 in. 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PAUL, MN 55114 PHONE 612l645-3601 SOIL COMPACTION TESTS RESIDENCE-350 IRONTON ST Creative Builders 6510 155th Ave NW Ramsey, MN 55303 LABORATORY No. 4132 88-0323 INTRODUCTION DATE: May 18, 1988 This report concerns the soil compaction testing we performed for the Residence at 350 Inronton Street in Fridley, Minnesota. Joe Jensen of Creative Builders authorized this work on May 9, 1988. SCOPE OF WORK The scope of our recent involvement consisted of the following: 1. Performance of soil compaction tests on an intermittent basis as authorized by Joe Jensen. 2. Determination of the moisture-density relation for each type of soil encountered in our compaction tests. TEST METHODS AND RESULTS Details of our recent testing are included on the attached data sheets. The compaction tests and moisture-density determinations were performed in general accordance with ASTM procedures indicated on the data sheets. REMARKS The samples from the individual compaction tests have been discarded. A representative sample of each of the soils on which moisture-density relationships were determined will be retained at our laboratory until October 1988. TWIN TY TESTING CORPORATION �� w� w Muruu owor�eno�u To eu�Nr�- r►u ouwe wnm ourve�vu, �.0 aenowr� wsei wsM�rno w� r�u �w� aaon�arv � euww, � wu*Nap�- ZATCN FOA PYWCAT�ON OR �TATSMiNT� OdNCWibfY� �i sxTAACT� ipOM �i A�O�RD111� OYA AlPORT� 1� AWAV�D RWDINO OYii WRITTeN APPIiOVAL ° .,�.,;e; d �%`'- /# oe_. r� 1 � �a: �1!i� � j. � � �-^J.L. s . �..�.�?' . PitOJECT: REPORTE7D TO: � tw�n cittir testinq �tpOfa3t1011 662 CROMWELL AVENUE . ST. PAUL. MN 55114 PHONE 612/8453601 REPORT OF: DENSITY TESTS OF COMPACTED FILL RESIDENCE-350 IRONTON ST DATE: May 18, 1988 FRIDLEY, MINNESOTA COPIES TO: Creative Builders 6610 155th Ave NW Ramsey, MN 55303 LABORATORY No. TEST NUMBER: DATE TAKEN: 4132 88-0323 UNIFIED SOIL CLASSIFICATION: (Moisture-Density Sample Number) 1 5/ 11 /88 Sand, mostly fine grained, brown (SP)-1 LOCATION: 5' S& 12' W of NE bldg corner DEPTH BELOW STREET GRADE: 4' DEPTH BELOW EXISTING GRADE: 6" f1ELD DENSITY DETERMINATION: Method Density in Place in Nuclear Density Method "B", ASTM:D2922-81 (- #4 Basis) Dry Density (pcfl � � �. 5 Moisture Content (°k) 19 .8 Plus #a Material f°k) None LABORATORY MOISTURE-DENSITY RELATION OF SOIL: Method ASTM:D698-78, Method "A", (-#4 Basis) Maximum Dry Density (pcfl � 07 . 0 Optimum Moisture (96) 'j 3 . 0 COMPACTION TEST RESULTS: Compaction (%) 95 Specified Compaction (°�) ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. These tests were perform� by H. Peterson. AS A MUTUAL PROTECTION TO CLIENTS, TME PUBUC, AND OURSELVEB, ALL REPORTS ARE 8UBMITTED A8 THE �NFlDENTIAL YROPERTY OF CLIENTS AND AUTMORI- ZATION FOR PUBUCATION OF BTATEMENT3, CONCLU810N3 OR EXTRACTS FROM OR NEGARDINO OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Twln Clty Testin Corporetion �; � �- �' �, so-m (e�es) sY e ^ a.,�w�„o,; �,- i8� �;`i�,. li� �s'�..il'i�yo�. '�, �J•� � 'b d� � tw�n c�ttir t��nq COtpOfidClOfl 662 CROMWELL AVENUE . ST. PAUL. MN 55114 PHONE 812/8453601 �. REPORT OF: DENSITY TESTS OF COMPACTED fllL PROJECT: RESIDENCE-350 IRONTON ST DATE: May 18, 1988 FRIDLEY, MINNESOTA COPIES TO: itEPORTED TO: Creat i ve Bu i 1 ders 6610 155th Ave NW Ramsey, MN 55303 LABORATORY No. 4132 88-0323 TEST NUMBER: 2 DATE TAKEN: 5/13/88 UNIFIED SOIL CLASSIFICATION: Sand, mostly (Moisture-Density Sample Number) f i ne gra i ned, brown (SP)-1 LOCATION: 8' W & 20' S of NE corner of bldg 3 5/13/88 Sand, mostly fine grained, brown (SP)-1 4' S & 45' W of NE corner of bldg m DEPTH BELOW STREET GRADE: 2� DEPTH BELOW EXISTING GRADE: 1' 1�' ['�i FIELD DENSITY DETERMINATION: Method Density in Place in Nuclear Density Method "B", ASTM:D2922-81 (- #4 Basis) Dry Densiry (� 112 111 Moisture Content (°�) 4.5 6.2 Plus #4 Material (°�) None None LABORATORY MOISTURE-DENSITY RELATION Of SOIL: Method ASTM:D698-78, Method "A", (-#4 Basis) Maximum Dry Density (pcf) 107.0 107.0 Optimum Moisture (°�) 13.8 13.8 COMPACTION TEST RESULTS: Compaction t°�> 104.5 Specified Compaction (°�1 95 103.5 95 ATTENTION: Density tesu are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. These tests were performed by T. Schmidt. AS A YUTUAL PROTECTION TO CLIENTS, TNE PUBUC, AND OURSELVES, ALL REPORTB ARE BUBMITTm AS TME CONFIDENTIAL PROPERTY OF CLIENTS AND AUTMORI- ZATION ROR PUBLICATION OF STATEMENTB. CQNCLUSIONS OR EXTRACTS FROM OR REGARDIN�i OUR REPORTS 18 RESERVED PENDING OUR WRITTEN APPROVAL. Twln Clty Tsstfng rporatlon � ��r sc�.an (�e5� BY .�� ■�ia��s� _ � ^ ■ � � � =i��aa��i ■�s�s�� r � ��sa�� r ��a� ■��lfii ■ �� ■ ��ss��a s;s��ss sa �u��s� �� tt�s�t�� ■ ■��r�sat�s� n �fss ��u�n isH1l� q!N �fA��a�fH�/� �� !R�tif� �i/�Qi�,�� sasa�� uas��u � � , � .r �� s�� ■s�. �ii■ ■a�i ��■ us■ ■ ■� . c b r• K R � � � � ro � � o �• � N fD N ly p ui � � Kp ' 9 0 R � o m �• v �• a � a � w �• � N r• K � . � m a M• �x 0 c � � 0 � Q a n � � a � -,, 0 � � �+ Oi n � < � � -y� n a � O � O 7 Z fD � a n � � � � C � � w n ro � ro3 (fI M tn � o� H� HO C9 7d �b �k C� �x �� ro Ch � M H H � � � 0 0 � � � 2 O. � o � �e � � � � � � r� L r � � � ro � � O Fr 'J' aH H r � � o ro b rt ro � �r• a � a° R � � � 1 � � Pi C 6 0� ►i M w �Z w � ca � �• � ~ w �g z K � o •e Pi � M f�G feD M � � � O z °' � � � w o - b °' 0 N � y � . .o '+tl � CS U1 R � n � r�� G ; � O o rt �° a R w � / y N � � W C fD O� � � O M C W � i� ~ o D ro �ro \I � � � � � ro �o � rt 0 '� � � � N r� � 0 0 � y rt �a �r fD � N � n x �S w c� � � � � o �� n � r ev � M A a r F• � � M N � �q '� t� r � n � K O n � � r � � F~+ M �o 0 °, � a C � +~* I`r 'A G I�D 'o w MM � �� a ~ aq w � M � nrt o� nm x � � O 0 0 _ � ci ci ci oo � cn � N W � � M � M o�aw M� H w � �o c� M � �w �x � N fD � o � A � aa � C � �rt � „ � O N � �x , d � � rn tA N N �/f 0 0 0 0 � . . . . y 0 0 0 o t� 0 0 0 0 v► tn t� tn �n tn y a� � O h � � � � �g Od G O � R ary c�l 7 ~`C �W � y � O � � G M� a O„ z ryn o tbn �+f 7 w"' � J"' � � o � C a�O �� 1 M r C O L+1 ~t+ I fD ��C N A W O �y � ►di r,fle ro � � o � � N � Gi N W fG � F I� c�i F 5 � �a a � � ° S � ��sM � �° —1 r� ��'� �'� o a a�r y� H � � � M o •e 'j. /� c H o V �' l'� L � A H W W i7-1 P�i � r �� F, _ r �► � �o�m � ro � � 0 � � ,� � a a�nh m 5 r x �p � `�G 7 G w H � w o w N 3 aam d w = N 7 M w '� •° am�� rr � A� N d d O ,� fl O. n M 2 � 7 „ � froD M M N°' �e t�o ,�.. c�oas`� a F„ � f'' M � S M � G � fnD S � � �mcoc� a ? w � � q a O R'C X' w N r M�p r I�D � Q F+�� O rr a a M � N 0 l ,� y 'D � r c� D --1 0 Z � � � � 0 � m � � "C z � z c-� --I O N Z G D -1 C o= � D � � N � � � N �m C"f 3 O N r C � m m n<. � f7 m � N a�. 0 z � m � r � m a a � O z � z O � � O T 'T� � C r -mt m � M rD f1 � < � a° � 3 � �o � � CHIMf�EY AN� STACK VERIFICATION The undersigned hereby verifies that the existing chimney o r stack; 1. Has been carefully examined Yes () ,, 2. Is free from rust or deterioration Yes () 3. Has no foreign objects lodged within Yes () 4. Is securely supported Yes () 5. Meets all current Code requirements for size and total BTU connected 6. Has To ta 1 hea ti ng BTU' s of All other BTU's TOTAL Rema rk s No ( ) No ( ) No ( ) No ( ) Yes ( ) No ( ) Com pa ny Signed By Da te i.�_ CIIYOF FR[DLEY CIVIC CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MINNESOTA 55432 • PHONE (612) 571-3450 Ju ly 6 , 19.88 Cxeative Builder�.& tiffipe.Design 2230 Wingfield Avenue Anoka, MN 55303 Re: Final Inspection at 350 Ironton Street N.E., Fridley Dear Sirs; A final inspection was conducted on �uly 6, 1386 of thE ahove address and it was noted that all items have been coa�pleted and the construction is approved. If you have any questions on this matter, please feel free to contact me at 571-3450. Sincerely, D L G . CI�ARK Chief Building Official DG C/mh STATE OF ��5�� -�° DEPARTMENT OF NATURAL METRO REGION WATERS - 1200 PNONENO. 296-7523 May 31, 1990 Mr. �odd A. LaVine 350 Ironton St. NE Fridley, MN 55432 � � ,� f �,��/f�`6 �{n'd/ ��` � RESOURCES WARNER ROAD, ST. PAUL, MN 55106 FILE NO. CERTIFIED RE: UNAUTHORIZED RETAINING WALL AND EXCAVATION, SPRINGBROOK CREEK, FRIDLEY, ANOKA COUNTY Dear Mr. LaVine: V90-6267, On a May 14, 1990 field inspection, Area Hydrologist Tom Hovey observed that you had constructed a retaining wall along Springbrook Creek on your property. Minnesota Statutes, Chapter 105.42 require that a written permit be obtained prior to commencement of work in state protected waters. Failure to obtain a permit before corrQnencing work is a misdemeanor and is punishable by fines up to $700 and/or 90 days in jail. Violations of this type are routinely referred to the Department's Division of Enforcement. A Conservation Officer may be in contact with you soon to discuss any actions they may wish to take. Your options to rectify the situation are as follows: 1) Since the penalty for starting work before a permit is obtained is payment of double application fee, plus field inspection fees, you may submit an additional $175.00, and we will process your retaining wall appl ication. The appl ication is sent out for review, and there is the possibility that the permit would be denied, in which case you will have to remove the retaining wall and restore the bank. Fees are not refundable. 2) You may remove the wall and restore the banks with natural riprap and withdraw your application. If this is completed� to our satisfaction, there will be no further legal action by the Department. Voluntary removal is the preferred option. AN E�UAL OPPORTUNITY EMPLOYER Todd LaVine May 31, 1990 Page Two Please submit in writing within 15 days of your receipt of this letter, your plans indicating your intent and time schedule. If we receive no response within this time period, we will assume you do not wish to cooperate and may seek alternative methods to resolve this violation and restore the creek. The Six Cities Watershed Management Organization (John Flora @ 571-3450) and the U.S. Army Corps of Engineers (Tim Fell @ 220-0360) may also have regulatory jurisdiction and should be contacted. Please contact Area Hydrologist Tom Hovey if you have any questions. -Sincere1y, . �� n Linc Stine R gional Hydrologist T290:kap cc: T. Fell, USCOE Six Cities Watershed Management Organization City of Fridley C. Brehm, C.O. J. Fax, St. Paul Waters Springbrook Creek file SUBJECT � P NO. � City of Fridley 2 0 4 6 5 AT THE TOP OF THE TWINS g U I L D I N G P E R M I T r ECEIPT � � COMMUNITY DEVEIOPMENT DIV. /� , • �- W a.I� � I L PROTECTIVE INSPECTION SEC. i — r � --- -; � i , � /'�'1 � CITY HALL f RIDLEY 55432 NUMBER i1EV OATE PAGE OP APPROVED 8Y �'""� � �'' 612-571-3450 s1aF15 7/6/90 � � JOB ADDRESS 350 Ironton Street N.E. t LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. �. 1 Chouinard Terrace SFIEET 2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE Todd LaVine 350 Ironton Street N.E, 786-3861 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO. 5 ENGINEER MAILADDRESS ZIP PFIONE IICENSENO. 8 USE OF BUILDINCa Residential 7 CLASS OF WORK O NEW � ADDITION ❑ ALTERATION ❑ REPAIR O MOVE O REMOVE 8 DESCRIBE WOFiK Construct a 12�.x 20' & 14' x 12� Deck (408 sf� �,�� .,�,.a.,�� 9 CHANGE OF USE FROM �,..=y'" TO 4� STIPULATIONS � a"'�� .� �` See nota��ons on plan. ```� � `. .vr J Y� C � ,. � � .4. � r� , -� '� �; � � ; � � ��'��I�G ��. � � � � � �.: Bef6re digging call for < �'' � N �•5 �, ° u �;�'' �-° all utitity i�catio�s � � �,� � �' ,� 454•t1(}fl2 -� �i� �� E ',t�EQUIRE�J 8Y LAW � : � �� : -' TVPE OF CONST. OCCUPANCY OROUP OCCUPANCY LOAD SEPARATE PERMITS ARE REOUIREO FOR ELECTRICAL, PLUMBING, HEATIN(i, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONINd SQ. FT. CU. FT. AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. NO. OWLG. UNITS OFFSTiiEET PARKING i HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION �- STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WORK WII.L BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT 52�966 y5`I.s4S DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING coN- $54.00 STRUCTION OR THE PERFORMANCE OF CONSTiiUCTION. PL N CHECK FEE TOTAL FEE $55,48 SiGN N�RACT RORA R12EDAGENT IDATEi HEN PROPERLY VA DATED T IS IS YOUR PERMIT �- . �- � � �° �� iGNATURE O E iIF OWNER BUILDER� 1 ATE� o BLDG �NSP r1l+T � � [ ] Effect,ive 1/1/90 � � � R-1 AND R-2 �T� [ ] Building Perniit Application cor�.struction �aress : �� -=� C� /� /� D �-J / C� l�.i � �2 � G � � � L�gal Description: [�D I / . �j-- -(_ � � ; �f�� GC i �%�r/Z � / �, p,� " � , Owner Naane & Ad,dress : _ / D � c� (--F�F �l 1� - �� ? � Te1. # �%� �o -� � �j Contractor: �, # Addz�es.s: L14IIJG ARF��: GARAGE AREA: DElCR AR�: o�: Attach to this application, a Certificate of SuYVey of the lot, with the pr�apasecl construction drawn on it to scale. DES�CRIPTIdQ�T OF Length Width Height Sq. Ft. L�xigth Width Height Sq. Ft. Width Hgt/Gro�uvd Sq. Ft. /0`2 X o?C� � / / - Of� Corner Iot [ j Inside Iot �] Ft. Yd Setback Side Ya�i SetbacJcs Type of Construction: _ �C r��/Z. Estimated Cost: $ o�� Approx. C;ca�letion Uate: Propo�.,ed Driveway Width If N�w Openirig Is Desired: Ft. $ $ r-� Width + 6' See BacJc Page OATE: / � C� APPLICAN'I': 'I'�1. # %�� -.�'c�(o / Pennit Fee $ � 7 � � State S�mharge $ �. �-/v° SAC Ct�azge $ Driveway �SC1.�ow $ Park Fee $ sewex r2ain criarge $ • v� S'1'IPlJIATIONS : $ �� ' '`�� CITY IISE �Y Fee Schedule on Reverse Side $.50/$1,000 Valuation $600 per SAC Unit Alt. "A" or Alt. "B" Abave Fee Det�,rmined bY �J��J Agreesttent Necessary [ ] Not Nec�ssary [ ] L � �:i�� ,. ��+;+v�4 �+�� :-�:i�+�,�� Zhe Chief Building Official shall, before i��+>i*� permits for the esection of any buildirig or structure, or for ar►y acldition to ariy existing buildirig or structure, or for any alteration or repair to a� existixig buildirig or structure, upon application ther+efore, require the paymetit by the applicant for such ��; t of fees to the amount herein belaw set forth and in the manner herein pravided to-wit: Z�,L VALIJE $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 �� $15 (Minim�.mn Fee is $15 plus surchaYge) $15 for first $500 plus $2 for each acldi.tional $100 or fraction thereof, to azid includisig $2,000 $45 for fiYSt $2,000 plus $9 for each additional $1,000 or fraction thereof, to and includirig $25,000 $252 for fiYSt $25,000 plus $6.50 for each ac�ditional $1,000 or fraction thereof, to and iricludirig $50, 000 $414.50 for first $50,000 plus $4.50 for each additional $1, 000 or fraction thereof, to ar�d iricluding $100, 000 $639.50 for first $100,000 plus $3.50 for each additional $1,000 or fraction thereof, to and including $500,000 $500,001 to $1,000,000 $2039.50 for the first $500,000 plus $3 for each additional $1,000 or fraction thereof, to and including $1,000,000 $1,000,001 and � $3539.50 for the first $1,000,000 plus $2 for each�additional $1,000 or fraction thereof DRIVE�Y DEPRF�SSI0�1 E�W (Concrete Curb Streets On1Y) Altrernate "A" : Remaval arid replace�nt of curb ar�d gutter only - Driveway width plus 6 feet times $13.50. Alternate "8" : R�moval arid replace�nent of cu.rb arid gutter ar�d install a 3 foot wide a�roach with 6 inch depth - Driveway width plus 6 feet times $15.75. • �• � v• •) • � • U i�,• •� P�ermits for construction will be i.ssued a mirunnun of 24 hours fr�oan the time of a�lication t.o allow for proper review of the praposed stzvctur� arzd of the construction site. A Certificate of SuYVey of the lot, shcxaing the location of the f�ation or�e it has it has been oonstnicted will be required before proc�edirig with the fiamirig. �� '. � � � q � � r-�- •i � � � � N �� ' nl � �� ;� �� I�� 3 .� �` � � � � � � �, � � �- � � �.. i �' � � � �� ' � � � f� � _..�� ` °�; ��- j �� :. � � � � � r °� � �i 34 'L s� J� o -t r � � i�' � �� `, � �v !�_ Q ' �. ; � � � �. _ � '� � .3 �. r �j, � �L � ,� � � �1 � � � '�� a \ :� ,, � �� 7 ; i z � Q � �� °� � .�� r� � �d e� � � y � e a .� -� ,, --- - _ r 14 - � ..� ��°°��.��' � � _ �_. :. _ � � — - ,�, � � �-� � ; �� _.a� ' � � �I9 � � . _ . ;-r. � � . � �� ' QO + __.,I� — -.. � � � - �„�-- � � � � � � _ ---- ---- wi�ed'�.a �l � .�� -,`�� -_- .. � -� i � � ' _'I � -�--di� � � `11i � � ;�� •�+,+.v _ .--- � �-- „� � � �� _.. __ 'G� ,,.�.r�_ �„�,�! 1'ry 1. O11 ,�- �• �� 1 ; � �r � � � � � V al � 'OD � x X h � N � � ,� � � E� N � � �� 3� � �� „� W 4- '� o Z ��Z� � � � � � SUBJECT •-' City of Fridley �� AT THE TOP OF THE TWINS g U I L D I N G P E R M I T 213 0 2 r � ` RECEIPT NO. � • COMMUNITY DEVELOPMENT DIV. � �,: ------, y � � y r � � PROTECTIVE INSPECTION SEC. � 1 i � � �'��1 � CITY HALL FRIOLEV 55432 NUMBER REV. OATE PAGE OF APPROVED BV �.---� • •'� 612-571-3450 910-F1S 4/27/92 � � JOB ADDRESS 350 Txonton Street NE. 1 LEGAL LOT NO. BLOCK TRACT OR ADDITION SEE ATTACHED DESCR. �- 1 Chs�uinard Tex?;ace SHEET 2 PROPERTYOWNER WIAILADDRESS 21P PHONE Todd/Jodi LaVine . 35Q Ixonton Stxeet NE 786�3861 3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO. Same 4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PNONE LICENSE NO. 5 ENGINEER MA�LADDRESS ZIP PHONE LICENSENO. 8 USE OF BUILDING Residential - 7 CLASS OF WORK O NEW C� ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE O REMOVE B DESCRIBE WORK Construct an 18t x 12A.Deck �dd.itinn 8 CHANOE OF USE FROM TO STI PU LATIONS S•ee notations on �lanG �'��ING Befo�� digging call, for a!1 utility locatians 45q-oOOZ 5��'� P�RJk�ITS REQl.ltRED FQR REQU � RE� BY LAV� �� r��, t�.u��= ,�€� ��s. m� . TVPE Of CONST. OCCUPANCY GROUP OCCUPANCV LOAD SEPARATE PERMITS ARE RE�UIRED FOR ELECTRICAL, PLUMBING, HEATIN(3, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZONIN(i S0. FT. CU. FT. AUTHORIZED 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 �- STALLS GARAGES AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX AND ORDINANCES GOVERNING THIS TYPE OF WOHK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT $�- P�5� $ e H3 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOIATE OR CANCEL THE pEqM1T FEE SAC CHARGE PqOVISIONS OF ANY OTHER STATE IOCAL LAW REGULATING CON- $3g! O� Fire S.0 y��. a 66, STRUCTION OR THE PERFORM NCE CONSTRUCTION. �� PLAN CHECK FEE TOTAL FEE � $�il.a�i9 ATURE OF Q N i TOR OR AUTHORIZED AGENT IDATEI 1i�IH PRO ER Y V LI TED THIS IS YOUR PERMIT �� ' '- 2� � SiGNATURE OF OWNER iIF OWNER BUILDERI IDATEI �- BLOG �NSP �` npTE NEW I � ADDN [ ] ALTER [ ] CITY OF FRIDLEY SINGLE FAMILY AAiD DUPLEXES R-1 AND R-2 Buuciiing Permit Applicadon Effective 3/ 1192 c��aoo Aaa��: 3�� .�.Y�,�.�o� 5�-, t� Legal Description: . L�f I,� 31ou�C 1� c�,o� ��,r� -}�-e.a-�-� c� Owner Name & Address: a� �S ��c� i L av� ��- Tel. # 1� �- 3� (o � Contractor: bl.,�'�12'r' MN LICENSE # Address: LI�ING AREA: GARAGE AREA: DECg AREA: OTHER: Tel. # Aitach to this application, a Certificate of Survey of the lot, with the proposed consiruction drawn on it to scale. DESCRIPTION OF IIV�ROVEMENT Length Width Height Length Wi�h Height I.ength ��5, Width i�� Hgt/Ground I O� Sq. Ft Sq. F� Sq• Ft- C i ner I.ot [] inside Lot j� Ft Yd Se�back Side Yard Setbacks Type of Conshvction: �"r��--i-�.� ��°..�Q �'' � Es�m�ated Cost: $��6�"9 �°-6 Approx. Completion Date: (Cost on Back) Driveway Curb Cut Width Neecied: Ft. + 6 Ft = Ft x$ _$ DATE: � � � APPLICANT: - - Tel. # �D -° �� I ( CITY USE ONLY Permit F� $ � < �� Fire Surcharge $ l � la� State Surcharge $ a �� SAC Charge � `—' License Surcharge $ Driveway Escrow $ —� Park F� $ Sewer Main Charge $ TOTAL $ � � � / STIPULATIONS: Fee Sch�ule on Reverse Side .001 of Permit daluation (1/lOth%) $.50/$1,0� Valuation $700 per SAC Unit $5.00. (State Licensed Residential Contractors� Alt. "A" or Alt. "B" Above Fee Deternnined by Engineering Agreement Necessary [ ] Not Necessaryy [ ] ,- ,. BUII.DINQr PERMIT FEE SCHEDULE The Chief Building Official shall, before issuing permits for the ereetion of any building or structure, or for any addition to an}► existing boilding or struct�e, or for aay alterdtion or repair tn any exisbng building or structure, upon application the�efore; require the payment by the applicant for such permit of fees to the amount herein t�low s� forth and in the maime� herein provided- to-wit TOTAL VALUE $1 to $500 $501 to $2,� $2,001 to $25,000 $25,001 to $50,000 $50,001 to $100,00� $100,001 to $500,000 $S�,QOI to $1,000,00t} $1,�,OtD1 and up FEES $15 •(Mimimum Fe� is $15 plus surcharge) $15 for first $500 plus $2 for each additional $1� or fraction thereof, to and including $2,000 $45 for fitst $2,000 pins $9 for each addirional $1,0� or fraction. thereof, to and including $25,000 $252 for first $25,000 plus $6.50 for each additional $1;000 or frac�ion thereof, to and including $50,000 $414.50 for first $SO,OOQ plus $4.50 for each additional $1,000 or fracrion thereof, to and including $100,000 $639.50 for fitst $100,000 plus $3.50 for each additional $1,000 or fraction thereof, to aad including $500,� $2039.50 for the fust $500,000 plus $3 for each additional $1,000 or frac�ion thereof, to and including $1,000,0� $3539.50 for the first $1,000,000 plus �2 for �ch addttio�al $1,000 or fractioa �thereof DRIVEWAY l3EPRESSION ESCROW (Concrete C�rb 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 gutt,er and install a 3 foot wide ' approach with 6 iach depth - Driveway width plus 6 feet times $15.75. VERIFICATION OF FOUNDATION Permits for consbniction 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 Cettificate of Survey of the lot, showing the 'location of the fountlation once it has it has been coasbructed will t� required before proceeding with the framing. � .a � ...r � � 1 � � � � � �r � 3 � �� ❑ 1~.r � a � �+ O � ` � N + r Q � V V V../ V ' � � � � � �� -v ) �� a ..�.� \ `r �6 / �� ." � � _ L c`� d _� � �� .� so�,� -� — ��r � � � �� i_' � s �- �S �, � o��= � �� — , � � �� ;�� 'o o � `� j-'1(1' (-� P� (� . .- � � � '�� .. � V � 3 � � r . �� _ ' �_� �� ', ^— �m�l� 6875 Nighwoy 65 N E. RO. Ror 32308 Mlnneapol�s, :;.1� 55432 16121 571 6066 lll�� '�l�' �(� l2203 Nlcullet Aae. So. Burnsutlle, MN 553.97 (6121 840 6510 iY � C�vtl, Murtldpul & Enuironmentul tnqmeering • Lund awue�qng • Lund pinnnuig • Srnl Teynng G�'��t�O�f� Qt �1�l�I�j► =p! C�fiEATiVE Bu1L0EaS � i jOME OE51GN �NG. Bearings Shovn Are Assumed o Denotea Iron Monument o Deaotes Foundation (:orner Offset Steke. PEOPOS� ELEYATIONS : Denotes E:isting Elevation O Denotea ProQoaed Elevetion Top of Bloc}c �+ Denotes Direction of Surface Drainege Lowest F1oor � -"'-�'-' Denotes Drainege and Utility Easement Gerage Floor 0 0 �, . I RONTOI�I STREET M iv.a9° sz' i 9"w. .r---- I 48. 9 3 � � ��: C • _ y+ � 4'� ��. + t:,', �t S � �-', i �� 6'�� ,�,., � '� ;��r� �---- ze. s� t= ` 38.�� \ �z-on� i.00 � �.r1; 4 ,� ` \ R/ H, �� C� `� � t" r� - G Q'f ° a �� `•� � ,`: � 1, /�,� t� `'. F\ �„�/� �� /' . I ``\. \ \ �, M 6 � �� --,., c�� zz _ �'— � � _ n. �—� ". , ro � + �� _- fiY � r� s3R� � f _,�.��,\ � ��c`E. � �3.�3 -6 v ` ,a � � �3 � o , F '� � 9�. 93 Eas+ V O ` �� b s LOT -I �LOC K I > > CHOUIIVARD TERRACE Subjeci- �'o easevnen�s ANOKA Ct�t1NTY I hereby certify that thi.s survey. plan or report vas prepared by me or under mq direct supervision and [hat I am duly licensed Land Surve9or under the laws of the State of Minnesota. 'f� p - ----_ Signed [his �day of � ~ �,�. . A.D. � 14d � _ �--� Not published: All righte reserved Copyright 1987 SE Companies, Suburben Engineering, Inc. I/YL. � Mi,�tn. L�,cense No. � PHONE NO. -. :.� . � . STATE OF _,. ��,l,�,;+� �_�y � � � UVUVLS��L=J DFpARTMENT OF NATURAL RE54URCE5 METRO REGION WATER9 - 1200 �:ARNER ROAD, ST. PAIII., HN 55106 �Np. 296-7523 DNR PROTECTED WATERS PER*:IT APPLICATION NUI�ER �( ��Z� REQUEST FOR REVIEW AND COA'aiENTS � DATE : /' /ZY 41 ,. � ��T � �r ' � To: v�E�i �i yC. �'=��e-s �'� C� -FY P� F r�,i �� y � N�2 F�� es , G� : I�� fs�. �a(c� �'�c� � N(z t�s: l� I� � , (�.s��lace. FROM: TOM HOVEY. AREA H1'DROLOGIST WATERS AFFECTID: �p r� �y �oa (� ��ee IL ( PROJECT SPONSOR: / V� NAT[JRE OF WORR: %T � C,Cti v ; r'�-e— ��-s-�,-�-� a�� j� y�e-�. �;�.5 u,� � r �Civ� � v�� "f f�y1ti. 1 �/2 " 3 �-�' �ni�''�,� .�,�/' Q. (�3 S i oZ— Ccry�. `�-7`�'I Z � �4 (��`�.,-d CJ-� COrIlrlENTS DIIE BY: J000 �t� � ... � eQa,�S � I'ec ei P'� AN EOUAL JPPORTUNITY EMPLOYER S � R� : o s9 -� ,�_ PERMIT APPIICATION ._ �DEPARTMENT oF TO WORK IN PROTECTEO WATERS OR WETI�NDS 'M` '�` � gQO 4Q - (IMCLUDIN6` OAM SAFET� NATURAL RESOURCES pswco p crc ►► Please read rnstructions before attemptmg to complete this appiication. ,❑ W•�� ❑USCOE � I. Applicant's Name (Last First, M.I.) Authorized Agent (if applicable) TBIephOne NUmberBareacode � �.��!:.� � _ ,�,,� � (r:,+ z ) i:��. ��( Address (Street, RFD, Box Number, City, State, Zip Code) ..� __. i _ � ""J t�J �� .t �' r s'S � � � f:e.. ! s._6 s,h'L i°*+�,�;+,�) t"�� 1 �:� � -� ��: a -� II. LOCATION OF PROPOSED PROJECT (BESURE TO INGLUDE SKETCH SHOWING tiOW TO GET.YO THE SITE) Government Lot(s) �uarter Section(s) Section(s} No._� Township(s) No. Range(s) No.' Lot, Blocl�; Subdivision � i"` �� ?�.i t , 'r°� � t ; e = !..) � f � . ;: . , -_ , < ,. FIf2 NO., BOX NO.. 0� Pr'OjeCt Addf2S3 .-�� CEtti ty Pro�ect will affect � �ake yr Wet�and or ,_ atercours_,e ;� _.— �_ y - (name.& numbpr } } .�+ ' � 's �e_ .-i.��'�'°_•.t� ��"^ d �!%"� �:�f i.1_i.�' 1: r- `/ . . �fkllOW�l �`a� � %aF:'� $:--�f�. 1_ III. TYPE OF,WORK-PROPOSED {C�iEC�C � E M. TYPE :OF QRO�ECT ��H�CK ON�) ' �- ,, , ;_ . � _ ' .�_ , � . , . , O excavate � r' ❑ repair t ❑ shoreline �shore- �rotection� � � p ❑ obstructior� .- Cl, dam:; ❑#ill � remove ❑ channel ❑ harbor ❑ bridge � other O drain ❑ abandon O sand blanket ❑ permanent dock ❑ culvert (specify) 0 onstruct ❑ other (specify) p riprap ❑ whart install : Y. ESTIMATED PROJECT COST $�' ==` �' ,L;� �<_�,� VI. LENGTH OF SHORELINE AFFECTED ( IN FEET)�: �� VII. VOLUME OF MATERIAL FILLED OR EXCAVATED (IN CUBIC YARDS)� YIII. BRIEF EXPLANATtON OF PROJECT� (EXPLAIN WHAT PROJECT CONSISTS OF AND HOW WORK WILL BE DONE) IX. PURPOSE OF PROJECT� (Explain � this project is needed) �. �r � � f t '--�.,. t � �' ._.� <_ �.� ! , . _� 14`-'t � < <.,i � �a;r:.. .� • �'•,��t c.b: _ f -� � b_„-� �s :�-y � � �� '� i ��'_ : A � 3 1 �' ' �:R � _� '` �� „ � � �, h ? $"'�. `��-�-� �T � �. _- _ t . � '� . ^ _ ". .. X. ENYIROMMENTAL IMPRCT (A�ticipated changes to the water =and related lahd respurees, including uFl�voidable but detriinental effects) : > - € ,;�� .. ' r�t._y `. � , � 1. _ -; . _ , : , XI. ALTE/NATIYES (Qtfie� altematives to the action proposed) e'l is��`'�-�- XI1. I hereby make application pursuant to Minnesota Statutes Chapter 105.42 and all supporting rules for a permit to work in or affect the above named protected water(s) fn accordance with all supporting maps, plans, and other information submittea with this applfCation. The inTOrmation suDmictea ana s[a[emenu maae concerning this application are true and correct to the best of my knowledge. STATE OF } �` ° a" - COI�NTY OF t';:� :;. . :,�: ; _ .. � SubSCr' .,:. , � OUANE E RtCE = �ay _ N,' : , ��aYineMa�� , He :��: a�r Co�rwn. Exp- �7-�5 �v �o . . . Signature of Notary � ; � r �� + f,� ...�.. Distribution: White: DNR Blue: SWCD �,, Green: Wate�shed District � Goldenrod = City or County `�; Pink: Army. �orps of Engineers � Canary: Appficant ,. a i � �� FUILYINSURED PERIENCED,.OUALIFIED b RECOGNIZED r. uon G�avES . B�e�k o�.� , �: r Bobcat and loader Work ``;•GOT1tRACtInG �; * Reca�n�ngwa��s: �:* Grading 7308 JeHeraon Highway , Used Railroad Ties and CHAMPLIN, MN 55318,, :b _'. Landseaping Timbers ' * Qdaeapinp Rock Delivered � ° ' {r Snd�v Removal RON (iRAVE ',;a;"i Treea@ nd Evergreens • Tree Tr��splantinp Serviee .� F" � , �... ' ,t � . , ' ' ' .�i �� c � -. � � � �. a� � u�'v �� Q �'� � �� a �' � rJ �a-�- t� , �. . �' �; � 1 e,•� I � � �� -��. . ��: �� I�� y�1 �,�;�� -� �. ;P.:.j , � �� ; '�`7 -,�� :��1Yo.919� i.� �? �': 'i�� yr:s,.��i ..��e�,�� f6i�1�';� �� i�a;�;�a��..�+r� ��J�� e,..i �� {e V ' �L � � 1'' I � � ('� ��a. r [t � � �y 4v� ►, g�.d. ',SID 3, . . r�,i - ��D�EPARTMENT CF NA-0287p-OS � },�,{f�t��5(�461 : � Rev. �l88 ,� � NATUYAL RESOUR�3 , �- LOCAL UNIT OF GOVERNMENT COMM�I�ITS pARt B Section:t`('�o<bYe coinp/eted by app ' ;) << ; �� ,':'° ;� ,� x� ° �.,' . . �r ,. -� . _: ,_- � „� t- Nam�e ot_.APplicant ` Address�(Street; RFO. Boz No., City. State. Zip Code) .� . .... _�� _. . � � oe� c� . , j.s.c-�r,n�,, ��C� Zrov>�ov� J�- -, �: _�'iG�l�: �'��`J ��'� `�' �, PROJECT LOCATION �uarter Section(s) Sectlon(s� Township(s) Range(s) Coun (ies) a : �t� � � �f�t � �'� t�.� � N �::� �r� Project will affect: (name and nu�er of lake, wetlan , or watercourse) � v►� ��oc�. �r�_ - -�� I hereby submit this apptic tiOn for permit to: 1� Signature of ticant Qat; (mark proper box) X , � � c � [] appropriate weter work in protected waters ��^ " „� .,_::� - - �,.._,.,.-- —_�—=--------'-- � �.�:;:-_�.�_,_ ,_ , _ �tion II (Ta,be qotnp#eisd l�y l,oa�t tin�f af got�ems►�e+1�J -, ;.4 3 � � — — — — + : � 7he iolloWing local unit of goveRnment commenfs and/o ecommendativns ar'e su6mitted for con$ideration by the � :- D�partr�ent�f.�la�ar�l;�3es,ource� in_.�ha=dispQS�lo� oit�e r�t�e��!�d pe�n�itaPRijs��ft�:-i'�4�fFt.RESPF�NSE;MUST 8E SUBMii'[�D T� TH�DNR WI'tF��N 30 [l�S,)�N{rater ApD�`dprlatian-Per�?�lpplicafiur�s aad Prot�eci.11Vater�=Aermii :"�� ".? RppNcatlons�are to be'sent�to'the DNR Re'giori�l Office, S�E REVERSE;SiD� FOR CORRECT MAILJNG ADDRES$E�). �; �— ---� , °��. 2 �,�{��. 7 ��}��—�'T�Y�-�c� -- -� � -� `�,�� _ _ ; ��;_. _. _ �::.:�: � _ -- . — ; _ : �: � ,� �� ' � �:, _ �� .� �rw. . : n - - _ . r .. � ,: : .. : ... � - � � . . }: . ., _ � _ , _ _ � �� .. - - �Y <: ' y .. . � j _ . -i- r _ � .r a�. �.A �� -.�� i . �[ -�� .. �; '`�,i�.�,-., _ , r: � F - . . . 4 a � �. � , • . �. . .., . �.. , � .. � � . - - -R � �.;. . > . - t ' - . . . ,.. : . . . �, . . -! .. � _ _ _�P _�_ . ,. . �� - _. _ .I`� .�y� "_ . -. . . . . y, �:, . � ' - � � _� _ - _ , _ .. _. _ ..,. . - _.. - - f�y' ? � . ._ .. ... ,_. 3.� � �': � l � — - r 4 i,d': . . _' " q . _ . 3 t +`i= � .. � c � *a. : " . � � ' � .'�:�� _ T .: � -. � _. ... - ". � .... -. . . . . . . _ .. . �'. �� ,�R . - ^ d F , �� ..�� 'k � . . - . .. . , ' V '- ., , � Wes the�proposed prciject field lnspected i�y this local unit of government? ❑NO QYES ( i# �Yes,� giveeviewers nen18) Viewer's Name Title • - ' - 9 ° ° r Authorized Signature Title : Dafe � Telephone No.tArea Code) y - - - • _ ,� , � � : ;� � -. _ ; Name of responding Soil and Water Conservatlon District, Watershed DlsMct, �City or County- �,F ; -- �lddress (of the aboye named Jocal unit of government) F x :v: (DNR — Division ot Wetera�ddresses on back) ' REGION 1(& BEMIDJI Area) Regi�nal Hydrologist DNR-Division of Maters- _ 2115 Birchmont Beach Raad N.E. Bemidji. MN 56601 (218)=755-3973 __ Detroit Lakes Area Area Hydrologist DNR-D9vision of Waters "�°' P.O. Box 823 Detroit Lakes. MN 56501 (218) 847-1579 Fergus Falls Area Area Hqdrologist DNR-Division of Wat�rs - 1221 Fir Avenue East Fergus Fa11s, MN 56537 (2I8) 739-7576 Thief River Falls Area Area Hydrologist DNR-Division of`Weters 123 Main 14ve. N. Thief River Fa11s, MN 56701 (218� 681-7789 REGION 2 (&GRAND RAPIDS Regional Hydrologist Area) DNR-Division of Waters 1201 East Highway 2 Grand Rapids, MN 55744 (218) 327-4416 Duluth Area Area Hydrologist DNR-D9vis9on of Waters French River Hatchery 10029 North Shore Drive Duluth. MN 55804 (218) 723-4786 REGION 3 (&BRAINERD Area) Regional Hydrologist DNR-Divis9on of Waters 1601 Minnesota Drive Brainerd, MN 56401 (218) 828-2605 Cambridge Area Area Hydrologist DNR-D9vision of Waters 915 South Highway 65 Cambridge, MN 55008 (612) 689-2832 St.Cloud Area Area Hydrologist �+IR-Divlsion of Maters 3T25 12th St. North P.O, Box 370 St. Cloud, MN 56302 (612) 255-4278 REGION 4(8 NEW ULM Area) Reglonal Hydrologist DNR-Div9sion of Yaters Box 756. Highray 15 South Nerr Ulm,. MN 56073 ,(507) 354-2196 Spicer Area Area Hydrologist DNR-Dlvision of Maters P.O. BQx 457 232 Lake Ave. South Spicer. MN 56288 (612) 231-5435 � � DMSION OF WATERS . ADMINISTRATIVE REGIONS AND AREAS - �., _ � � �e a ea.m `�` i'TMief River Falls �� . 1 B � ,�,- , � �! Detroit � Lakes „�,,, a,,,�, �� Fergus �Falls � B� � St.Cloud ■ Spicer Mars � II 4,,�, NEW ULM °�° � � ��°° � "�"'°' Mankato REGION 4 Cont'd Mankato Area Area Hydrologist DNR-Division of Naters Nichols Off9ce Center Suite 180, 410 Jackson St. Mankato, MN 56001 (507j,389-2151 - MaTSt�alf Area area Myarologtst DNR-Division of Waters Box ill, 1400 E. Lyon Marshall, MN 56258 ` (507) 537-7258 . . _ __ RE�ION 5 Reglonal Hydrologist DNR-Division of Waters P.O. Box 6247 Rochester, MN 55903 4507) 285-7430 uth ,, _ �__;,,. _ � �. /�� _ . _" . _ _ e ReglonalONice � Regional Boundary , ■ Area OHice ■Cambridge — Area Boundary ST. PAUL m b� LakeCity �.. .� C • RA[_41�CTFR REGION 5 Cont'd Lake City Area Area Hydrologist DNR-Division of Naters Route 2, Box 230 Lake City, MN 55401 REGION 6 Regional Hydrologist . DNR-Division of Waters 1200 Warner Road St. Paul, MN 5510b (612j 296-7523 CENTRAL OFFICE DNR=Division of Maters � 50� Lafayette Road ONR Bullding - Box 32 5t. Pau1, MN 55155-�4032 (612) 296-4800 Y � � R. . - STATE OF Ll V U �J � � � �Q DEPARTMENT METRO WATERS, 1200 PHONE NO. •17 2-.� 91 O September 19, 1991 i., ' "" / /„ , � OF NATURAL RESOURCES Warner Road, St. Paul, NIN 55106 FILE NO. Mr. Todd LaVine 350 Ironton Street NE Fridley, Minnesota 55432 RE: TITLE-REGISTERED PERMIT #91-6123, RETAINING WALL, SPRINGBROOK CREEK, ANOK.� COUNTY Dear Mr. LaVine: Enclosed is your permit to construct a retaining wall along 65 feet of Springbrook Creek in Anoka County. This permit must be title registered in the Office of the County Recorder (325 East Main Street, Anoka, NIlV). The purpose of the registration is to ensure the conditions of this �ermit run with the land, so that future owners are aware of the restrictions. Upon receipt of the stamped copy of the permit, we will mail a Notice of Permit Card to� you. You do not have authorization to complete this work until you have received such Notice of Permit card and posted same at project site. Please send the stamped copy to the following address: . DNR METRO REGION WATERS 1200 Warner Road St. Paul, Minnesota 55106 If you have any questions Anoka County Recorder�s Hydrologist Tom Hovey of Sincerely, L��- �-�. ��`1�''�` J n Linc Stine Regional Hydrologist concerning this matter, please call the Office (421-4760 ext. 1450), or Area my staff (772-7910). cc: USCOE Anoka County SWCD Six Cities WMO City of Fridley Conservation Officer C. Brehm Tim Wallace, DNR Wildlife Bruce Gilbertson, DNR Fisheries Springbrook Creek file Ron Anderson, St. Paul Waters AN E�UAL OPPORTUNITY EMPLOYER u NA-02734-04 (Rev.3/90) INNESO?A o�►Rr�+Errr oF iw►TU�. �souRCEs DlVltiiON OF ATFRS PROTECTED WATERS PERMIT (to be RECORDED with the COUNTY RECORDER) P. A. Number 91-6123 Pursuant to Minnesota Statutes, Chapter 105, and on the basis of statements and information contained in the permit application, letters, maps, and plans submitted by the applicant and others supporting data, all of which are made a part hereof by reFerence, PERMISSION IS HEREBY GRANTED ta the appiicant named below to change the course, current or cross sectian of the following: Protected Water Name k Creek !ss (No. 8 Street. RFD, 8ox No., Gity, 5tate, Llp c:oae� 350 Irontoa Street Northeast, Fridley, �rized to: construct a 48" high Springbrook Creek. ThE wall shall be shall be placed; all as shown and provisions of this permit. Purpose of Permit: Control Streambank Erosion Property Described as: As Inciicated (s): (ir applicab�e) Does not apply Anoka Telephone Number MN 55432 timber retaining wall along 65 feet of lined with filter fabric ancl rock riprap described on Attachment A and special Date of Permit Expiration November 30, 1 Lot 1, Block 1 As Indicated (9): (ff applicable) the ordinary high water mark This permit is granted subject to the following GENERAL and SPECIAL PROVISIONS: GENERAL PROVISIONS t. This permit is permissive only and shall not �elease the permittee from any liability or obligation imposed by Minnesota Statutes, Federal Law or local ordinances relating thereto and shall remain in force subject to ali conditio�s and limitations now or hereafter imposed by law. . : " 2. No change shall be made; without written permission previously obtained from the Commissioner of Natural Resources, in the dimensions, capacity o� locatlon of any items of work authorized hereunde�. .; , 3. The permittee shall grant access to the site at all reasonable times du�ing and after construction to authorized representa- . tives of the Commissioner of Natural Resources for inspectlon of the work authorized hereunder. _ 4. This permit may be terminater! by the Commissioner of Natural Resources at sny time he deems it necessary for the conservation of the water resources of the state, o� in the interest of public health and welfare, or for violatlon of any of the provisions of this permit, unless otherwise provided in the Special Provisions. _ 5. Construction work authorized under this permit shall be completed on or before the date specified above unless terminated as hereinafter provided. Upon written request to the Commissioner by the permittee, stating the reason therefore, an extension of time may be obtained. 6. The excavation of soil authorized herein shall not be construed to include the removal of organic matter (as indicated above) unless the area from which such organic matter is removed, is impervious, or is sealed by the application of bentonite after excavation. 7. In all cases where the doing by the permittee of anything authorized by this permit shall involve the taking, using, or dam- aging of any property �ights or interests of any other person or persons, or of any publicly owned lands or improvements thereon or interests therein, the pe�mittee, before proceeding therewith, shall obtain the w�itten consent of all persons, age�cies, or authorities concerned, and shall acquire all property, rights and interests necessary therefore. S. This permit is permissive only. No liability shall be imposed upon or i�curred by the State of Minnesota or any of its officers, agents or employees, officially or personally, on account of the granting hereof or on account of any damage to any ,_ person or property resulting from any act or omission of the permittee or any of its agents, employees, or contractors� :_ relating to any matter hereunder. This permit shall not be construed as estoppfng or limiting any legal claims or right of action of any person other than the state against the permittee, its agents, employees. o� contractors, for any damage or injury resulting from any such act or omission, or as estopping or limiting any legal claim or right of actior� of the state`"'� "� against the permittee, its agents, employees, or contractors for viotation of or failure to comply with the permit or applicable provisions of law. ' 9. No material excavated by authority of this permit nor material from other source, except as specified herein, shaii be placed on any portion of the bed of said waters which lies below (as indicated above) if applicable. 10. Any extension of the surface of said waters resulting from work authorized by this permit shall become protected waters and leh open and unobstructed for use by the publ(c. 11. This permit shall become effective on the date it is recorded in your County in the Office of the Recorder. The wo�k affecting protected waters ai�thorized herefn shall not be commenced until a Notice of Permft has been�conspicuously posted at the construction site and a copy of the recorded permit is posted on or near the premises upon which said work is conducted. A Notice of Permit will be issued by the Commissioner upon his receipt of a Certified copy of the recorded permit. 12. All general and speCial provisions of this permit shalk bind the permittee, his heirs and assigns and shall run w�ith the land. 13. After the completion of the project authorized, permittee shall supply the Department of Natural Resources with phota— graphs of the project area. 14.' Permittee shall maintain the authorized project in a stable and safe condition. At any tlme the Commissioner finds that the project is subject to instabfliry, creates a navigation hazard, has become a pubtic nuisance, or has fallen Into a state of disrepair, he shall o�der the owner to repair the pr�jeei within a spe�ified time. _ _ t 5. Any Commissioner's Order terminating this permit ma� also require the permittee, at his own expense, to remove withirt the time specified in said Order, any authorized project constructed under this permit and, ff applicable, any unaathorized project in violation of this permit. Said Order shall also require the permittee to restore, if necessary, the protected waters or beds thereof to the condition existing before the unautho�ized activity. 16. This permit does not obviate any requirement for federal assent from the U.S. Army Corps of Engineers, 1421 U.S. Post Office and Custom House, St. Paul, Minnesota 55101-9808. SPECIAL PROV ISIONS 17. The permittee shall comply with all rules, regulations, requirements, or standards of the Minnesota Pollution Control Agency and other applicable federal, state, or local agencies. 18. Permittee shall ensure that the contractor has received and thoroughly understands all conditions of this permit. , 19. Erosion control measures shall be adequately designed for the site characteristics. They may include staked haybales, diversion channels, sedimerit ponds, or sediment fences. They shall be installed prior to commencement and maintained throughout � project. All esposed soil shall be restored (by seeding and mulching or sodding and staking) within 72 hours of completion of project. cc: IISCOE, T. Fell Six Cities WMO Conservation Officer C. Brehm B. Gilbertson, DNR Fisheries Springbrook Creek f le STATE OF COUNTY OF S bscribed and swor to b fore m this Y� day of 19 � / My commission xpires: _ �'i� �- � — �� Notary Pub ' ignature �� A _ LARRY SCI'.GAITZ � � MOTAIiT PUSLIC-MIN►:ESOTA RAMSEY COUNTY Nr Comm. Ezplrus Apr. 24, 1998 � �NWV W�NV W ■ Anoka SWCD, P. Rudolph City of Fridley, J. Flora T. Wallace, DNR Wildlife R. Auderson, St. Paul Waters Executed at St. Paul, Minnesota this�day of � � � ;19� COMMISSIONER OF MINNESOTA DEPARTMENT OF NATURAL RESOURCES A �ized Signature � w�?y�"" _ This instrument was prepared and drafted by Tom Hovey, Minnesota DNR, 1200 Warner Road, St. Paul, MN 55106 +'3Y .:..��. ...DATE .��Z.-.{S/:t i SUBJECT ...�::�l.:».S,r:...I..C-�.'i.'..t.r:.�.C�r.4d:?t .....rt�.:.a.S.r.... 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"_ _ _' _ -_._y�-. . .. .� _._ .. _ _. _ . .�._ � _ _ _ . . . . _ ti. . ___..�_' _ . . __' _ . _ _._.. _. . _' '_' ', .. � ' '_ . _ _ .. _ _" _-' ._. "" �'. _ ".' ' ' _ ' _ ' _ _ _. t._ . .__ _' _'�_ _ _' "__'T'._ ___ "_. _ .' '" , - _ . _ _- .._".' _ _._ _"___-� . . " _ ' _"'. . . . , . I � . i_-- -�� ' -'1'-.: � � :.--�,--� _:r._i•- _�-lc=w-. �+�#�-°I-.=.r._�. � 3 .�._..-.y...-.'-fiy-� � -r�-'i--.'�'�P 4 _ - �•-� - .-1 - -3 -� �-' � - �� , � ,.o�ei°'�d' ',� ii _A � - - - - -- - -- ,_.,,. - -- -- , - - - --- _.,._ � _.__._ �...._' ____._____..___-_ - , . . -.T'` ... ..f _ � _—� _ ..rt',�.,�,.�:�+r,�,.� �,. �,.,,x+,r" .� , „�,,, rx,,•,- �. -- -- ...._ - >.-.,,Q^` - z— - r _: 7 - _ri. _ - - . s� _ -r- ;> ' �� .� - �\..�... _: ._ ........ ,,,,, - � �-... .d„�` ". . . . . .- a:.,.c .. .}o„-��. _..'°*"'' . _.. . �-`...•-•'' . .. _ _ _ CITY OF FR(DLEY FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432 •(612) 571-3450 • FAX (612) 571-1287 April 8, 1992 Mr. John Stine DNR Metro Region Waters 1200 Warner Road St Paul MN 55106 PW92-080 Subject: Permit No. 91-6123, Retaining Wall, Springbrook Creek, Anoka County Dear Mr. Stine: I have reviewed the above referenced permit on behalf of the City of Fridley and Six Cities WMO and find that it meets the requirements and concerns of both organizations. Please feel free to contact me at 572-3551 if you have any questions. Sincerely, . �(.�"--' � Ma A. Winson, P.E. Assistant Public Works Director MAW:cz i", :� _ " . - °- --� - _ - - -- - -- - --- - � � � ! � � �-1 �' � �j � f -� �� _ (,/ �� - i ` .f � - � , ' ��i v ��_f� I� _ � . �� G • �'3' ( ,l' _y '-+ � � j � � � �=l-L.� ., t� i � � . � . . . .. . 1� i✓� � l, ' ' n 1� � �— -, _ � _ r�_ _ �� _- ` � l � ' � � y � d i�. �J ' 13 y� � i�'� 7:_ % ��ti � i t I -- -�i'f.5� !�-n`= ,;� Ji'� �r�,�� I rJ , �� j ';l � �. _ � a 1 �� I � �� ;� �� , _. �'� - --� - - -- --_ � - --: _ _ , L�� , - � �P o� l� Y � �'�s�. �t � . _ - �� d�= C� �i v S _ 1 � _� ._� � �r- �_ _ � o� �� c �1 c� _ ; i ; - �'ci��,ct,�_ �,$? _- - �1 ��'� �� ; _ �P o� ctt�� I �.�o � � � ��1 � �y�� _ , o . S� `P _ 'TLf� ac� C��O t�dl ?.3� _ - - - ?Z� P c,a- t�.� f',� � SS 1�4_0 . �- - - - - - -- `�-� � � ��,�' �o _ _��- � � � - c�q Z� - �,� 5�.�_� 9 � --- s". s � - - - � �- ,,F - - __ _ _ � y� � y _ � _ `i _ _ ,� __ __ ____ _ _ _ _ �a�. � -�.� - _ � �� ---- - E�-ri _ �,� tV� _ _ �-- -- __ ___ el - - � � / _ ��•� � � � � �'i � ------�� % CERTIFICATE OF SURVEY FOR: SCOTT ST. ARNOLD IRONTON STR. SCALE i° = 30' 8'IIO� F@ICE IS O.i' d�ITH Atm NEBT �' PR�ERTY I.i►� 10G F@If� LOT i BLOCK 1 CHOUINARD TERRACE, ANOKA COUNTY, MINNESOTA Gordon L. Christenson, L.S. �OIill Boundary, Topogr merican �g�nee�ng, Con Geodetic G.P.S., c � urveys 7130 University Avenue NE Fridlcy. Minnesutu SSJ32 (FIZ)50?-0579 FAX(61?1571-R9P1 4�•� I hereM ceNh' the� Mis eurveY� P�^• � re�rt ��r tlre laws ot ttre � �ction, e��o� � try� I am a dWy Ra9�e� �^d Su�f'D� �Forensic M��e. �;, e zh �4 9�l —�• ►� z9 Date �— � _ CITYOF FRlDLEY FRIDLEY MUI�IICIPAL CENTER • 6431 UNNERSTTY AVE. Iv.E. FRIDLEY, MN 55432 •(6l2) 571-3450 • FAX (612) 571-1287 July 6, 1998 Mr. Scott S� Arnold 350 Ironton Street Eridley MN 55432 SubJect: Bank Stabil3zation Dear Mr. St Arnold: PW98-124 Per your request, staff has revlewed your property at 3 SQ l�onton �treet and have not found any code violattons in regards to your fence or the bank stabllizatton work you have done. The survey by North American Surveys shows that the newly constructed fence Is wtthln your lot lines as requlred. The new bank work on your property appears to provide an aesthet[c and envtronmental benefit to Springbrook Creek. As this work has not caused an obstruction or change in the course� current or cross section of a public water way, no addtt3onal permits are required for this projec� If you have any additional concerns� please contact me at 572-3551. Sincerely, . � Jon H. Haukaas Assistant Public Works Director JHH:cz City of Fridley AT THE TOP OF TNE TWINS � � I l. D 1 N G P E R M I T r � . � . � • COMMUNITY DEVELOPMENT DIV. � � �. - - - 1 � � PpOTEGTIVE INSPECTION SEC. � . � i.--.� �•" �'� CITY NA�L FRIOLEV $5132 NUMQHR pE� ti 61Z-571-3450 91Q-F15 JOB ADDRESS 350 Ironton Street NE t LEGAL �OT NO. BLOCK TRACT OR AODITION oesca. 1 1 Chouinard Terrace 2 PROPERTY OWNER MAIL AOORES$ Scott St Arnold 350 Ironton Street NE J CONTRACTOR MAIL ADORESS Same d ARCNITECT OR DESIGNER MA1 ADDRESS 5 ENGINEER MAIL 4/24/00 ZIP PAGE Oi � � 0853 ��o vROvEO Br SEE ATTACHED SHEET PMONE 780-4029 PMONE LICENSE NO PMONE LICENSE NO. PMONE LICENSE NO B USE OF BUILDING Residential 7 CLASS OF WOqK ❑ N�yy � ADDITION O ALTERATION ❑ REPAIR ❑ MOVE O REMOVE 8 DESCRIBE WORK Construct a 9� x 12' Front Foyer 9 CHANdE Of USE FROM TO STIPULATIONS See notations on plan. Variance approved to reduce the front yard setback from 35 feet to 28 feet (VAR 4�99-03). SEPARATE PER�I�� REQUIRED FOR: WIRING HEATING PLUMBlNG� AI�[� �� 1n/�RlVllo�� efo�e digging call for all ufility locations 4540002 REQUIRED �l( LAV!/ O tYpf OF CON; SEPARATE PERMITS ARE RE�UIREO FOR ELECTiiICAL, PLUMBING, MEATINO. VENTI�ATING OR AIR CONDITIONING THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 20NING AUTHORIZEO IS NOT COMMENCEO V�(ITHIN 80 OAYS. Oii IF CONSTRUCTION OR WORK IS SUSPENOED OR ABANDONED FON A PERI00 OF 120 DAYS AT ANV TIME AFTER WOi;K IS COMMENCED. NO. DWLG. l, I MEREBY CERTIFY TNAT 1 MAVE AEAO ANO EXAMINEO THIS APPIICATION 1 AND KNOW THE SAME TO BE TRUE AND CORRECT. ALl PROVISIONS OF LAWS VALUATION AND OROINANCES GOVERNING THIS TYPE Of WOiiK WILI BE COMPL�ED 5 665 WITH WNE7MER SPECIFIEO HEREIN OR NOT. TME GRANTING OF A PERMIT �� DOES NOT PRESUME TO GIVE AUTHOfiITY TO VIOLATE OR CANCEI TME pEqMIT FEE PROVISIONS OF ANY OTNER STATE OR LOCAL LAW REGUTATING CON• �12S.2S STFUCTION OR THE PERFORMANCE OF CONSTRUCTION SiGN t iO�TEi _��4� �o�rE� 6 OCCUPA STAIIS OCCUPANCVLOAD CU PARKING ARAGES ` �2.8� SAC CMARGE Fire SC $5.65 TO L FEE 33.70 ]AT THIS IS V R VER • �/1_S � N� � � Effecfive 1/1/2000 ADDN [>9 CITY OF FRIDLEY (763) 572-3604 Bldg„Insp ALTER [] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 �'1� � BUILDING PERMIT APPLICATION � �,� Construction Address: .� s� � 6z v r�� .-. S�' j'J� � 0 Legal Description: F�z6., 7- � y,� �' Owner Name & � Tel. # 763- 7frv - yaa � Contractor: �:SC�f7`' �St �J�na � � /,�ome (� ��r� Q � MN LICENSE # Address: `3 ��,� � Tel. # ?�3 - 7kG - yaa2 y' Attach to this application, a Certificate of Survey of the lot, with the proposed construction drawn on it to scale. DESCRIPTION OF IMPROVEMENT LMNG AREA: Length Width Height Sq. Ft GARAGE AREA: Length Width Height Sq. Ft DECK AREA: Length Width Hgt/Ground Sq. Ft OTHER: - a 2 � ox . 9 �x ��.' x ! � ?`' .%LP `p� / / Construction Type: Estimated Cost: $� D��'� Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x$ _$ DATE: ��I l�U APPLICANT: Tel. # 763- 7fD-yoa,S CITY USE ONLY - Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: Call (763) 572-3604 for Permit Fees if mailing in application $� Jrs�� Fee Schedule on Reverse Side $ J � �� .001 of Permit Valuation (1/10th%) $ �� $.50/$1,000 Valuation $ $1100 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 PERNIIT FEE SCAEDULE 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 p�rmit 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,� $2,001 to $25,000 $25,001 to $50,0� $50,001 to $100,000 $1�,001 to $500,000 $500,001 to $1,000,000 $1,000,001 and up FEES $23.50 $23.50 for first $5� plus $3.05 for each additional $100 or fraction thereof, to and including $2,000 $69.25 for first $2,000 plus $14.00 for each additional $1,000 or fraction thereof, to and including $25,0� $391.25 for first $25,000 plus $10.10 for each additional $1,�0 or fraction thereof, to and including $50,000 $643.75 for first $SO,Q00 plus $7.00 for each additional $1,000 or fraction thereof, to and including $100,000 $993.75 for first $100,000 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 $1,000 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 DRI�VEWAY DEPRESSION ESCROW (Concrete Cbrb Streets Only) Alternate "A": Removal and replacement of curb aud gutter only - Driveway width plus 6 feet times $15.50. 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 $23.25. VERIFICATION OF FOUNDATION Permits for construcdon will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will be required before proceeding with the framing. New Houses Onlv 0 �/� ` CJ � �� \ � � �� bv �� ` ! � `� � 1 �6� � . � 1 �/ � � , �` X �� . cc T�+ r`""' "-°""� Y . i �f � X r` 6 i � ;r°� � 9 ' y� a ^, ,�i �,• �' � J -Y; j %'- a �� _.. �: # ,, f !i `r.: �' � �: r ., � .: �� \ \ za�� N a` - I'� �� l'^ / �� ^1 jV n S � �: i 'O � O � � C3s �� . � � o... � � oYms1 rw� � � � � f°1� � � Ll N �s �Oo o� � m � N O y "�'! 2 2 C � 3 m r'! 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'� i •. f.l _d.� � u: _.__. _ .__.._�_ A. �� . ►�,.� ' _ ... or . r' . :� _ .�..` '� �+�`Eomp�nles . �3UHA�(R6niN EHG/NE.EA'/'•YQ IMC. u�,c punllsh� -.��, .�; •. � .J� :�•h� :•�••ivc�� _. -. ..'•: ��. _ -� Ct�D►�•1�At 1�4 CF. C�,p.,�.ri:� --`----=—'_�.-...-_;.. `"..y�t.. y `•��Inu b�n in�;lm rt Ir•�, » �*� .�t+wt�uwry --�++ow�ur.. •.��;nw � e .� N;$:�. I.ti:erns�� tlr. -l/�� ls��- -`re--- i i � sue�ecr � _ c�ty of F��a�ey � AT TME TOP OF TME 7WINS g�J � L D i�J G P E R M I T „ , .� � • COMMUNITY DEVEIOPpNENT OIV. � Ly � r � � PROTECTIVE INSPECTION SEC. i i � � /'�'1 � CITY NALL FRIDIE� SS�32 NU4BEN NEV 0 ��-�'� � �'' 612-57 �-3450 s�aF� 5 JOB ADDRESS 350 Ironton St NE t LEGAL �07 NO. BLOCK TRACT OR ADDITION oescR. 1 1 Chouinard Terrace 2 PROPERTY OWNER MAII ADpRES$ Scott St. Arnold, 350 Ironton St, Fridley, MN 55432 3 CONTRACTOR MAIL ADDRESS Scott St. Arnold (same address) d ARCHITECT OR OESIGNEF MAII ADORESS 5 ENGINEER MAII AODtiESS 8 USE OF BUILDING Dwellin 1/23/02 ' ZIP PAGE Oi / � 32406 � �. AVVROVEO Br SEE ATTACMED SNEET PNONE 763-788-4029 PHONE LICENSE NO PMONE LICENSE NO. PMONE LICENSE NO g 7 CLASS OF WORK �1 NEW ❑ ADDITION O ALTERATION ❑ REPAIR O MOVE O REMOVE B DESCRIBE WORK Addition above existing garage 9 CHAN(iE OF USE FROM STIPULATIONS See notations on plans. � SEPARATE PERMIT� RE�UIRED FORo �tIIRING, HEATING �LUM�ING �ND SI6w� TO �►�� ar�� zo0�� uoe�e9o� �i�!�n ��@ ,o; f�e� Buo�B�p a�o}e� � �� TVPE OF CONST. SEPARATE PEfiMITS AFiE RE�UIRED FOR ELECTRICAL, PLUMBING. MEATIN(i, VENTILATING OR AIR CONDITIONING TNIS PEpM1T BECOMES NULL ANO VOID IF WOtil� OR GpNSTRUCTIOM ZONING AUTHOR12E0 IS NOT COMMENCED V�IITHIN 80 OAYS. OR IF CON§TRUCTION � OR WORK IS SUSPENDED OR ABANqONQO FOR A PERIQO OF 12Q DAYS AR ANY TIME AFTER WORK IS COMMENCED. ' NO. DWIG. UNITS I HEREBY CERTIFY THAT I MAVE READ ANO EXAMIN�O TNIS APPLICATION AND KNOW THE SAME Tp BE TRUE AND CORRECT. ALL PROVISIQNS Oi LAW$ VALUATION AND ORDINANCES GOVERNING THIS TYPE Of WpRK WILL �� COMP�.IED @ WITM WHETHEq SPECIFIED HEREIN OR NOT. TNE GRANTING OF A PERMIT W4''4'fZ%Z.BO DOES NOT PRESUME TO GIVE AUTNOqITY TO VIOIATE OR CANCEL TME pERMIT FEE PROVISIONS OF ANV OTNEN STATE OR LOCAI LAW REGULATING CON- STRUCTION OR TNE PERFORMANCE OF CONSTRUCTION $593 . L� S�GNATUAE OF C^`•'°""TOR N4 IDATEi 2 _�� , iD�rE� OCCUPANCY GROUP OCCUPANCYLOAD SO. FT CU FT. OfFSTREET PARKING STALLS GARAGES SURTAX $22.14 SAC CMARGE $44.27 (Fire SC TOT EE $ 59.66 ' V ALIDATE �1+15 IS VOUR PER T M - /-� �o r�pTE NEW ( J Effective 1/1/2001 ADDN (] . CITY OF FRIDLEY .(763) 572-3604 Bidg Insp � ALTER [ J SINGLE FAMILY AND DUPLEXES R-1 AND R-2 �,/� BUILDING PERMIT APPLICATION .�i��T Construction Address: Legal Description: L � iJ �' Owner Name & Address: s` �� 3 �� /,e �- Tel. # �713- 7�'�9- �CJ� � Contractor: ��or�.� f��u,z?.n� MN UCENSE # Address: Tel. # LNING AREA: GARAGE AREA: DECK AREA: OTHER: Attach to this application, a Certificate of Survey of the lot, with the proposed constnaction drawn on it to scale. DESCRIPTION OF IMPROVEMENT � Length �o Width �� Height � �q. Ft Length Width Height Sq. Ft u�+ir_�� ►,�t Construction Type: v v � Estimated Cost: $ Sq. Ft `d�� ry� �. � Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x$ _$ DATE: /- 7- O� APPUCANT:cS�-�i" Tel. # 7�� `��-� 9 CITY USE ONLY - Permit Fee Fire Surcharge State Surcharge SAC Charge License Surcharge Driveway Escrow Erosion Control Park Fee Sewer Main Charge TOTAL STIPULATIONS: Call (763) 572-3604 for Permit Fees if mailing in application $ 9 �� Fee Schedule on Reverse Side $ , .001 of Permit Valuation (1/10th%) $ ��. /� $.50/$1,000 Valuation $ / $1150 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 [ ] � �.5 � �Q � �� 2� � �� 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 $S00 $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,(�0,001 and up M��I►� $23.50 $23.50 for first $500 plus $3.05 for each additional $100 or fraction thereof, to and including $2,000 $69.25 for first $2,000 plus $14.00 for each additional $1,OQ0 or fraction thereof, to and including $25,000 $391.25 for first $25,0(� 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 $100,000 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 addidonal $1,000 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 ESCR�W (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 install a 3 foot wide approach with 6 inch depth - Driveway width plus 6 feet times $23.25. VERIFICATION OF FOUNDATION Pernuts for construction will be issued a minimum of 24 hours from the time of application to allow for proper review of the proposed structure and of the construction site. '- A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will be required before proceeding with the framing. New Houses Onlv � .� EXTERIOR ENVELOPE AVERAGE "U" VALUE COMPUTATION OWNER SCOTT � MARIA STARNORD L�GAL DESCRITION ADDRESS PREPARED BY DATE 1/7/02 TO MEET THE REQUIREMENTS OF SBC 60Q6 (C)1 THE SUM OF PARTS 3 AND 4 MUST EQUAL LESS THAN THE SUM OF PARTS 1 AND 2 1) 98.56 PLUS 2) 18.62 EQUALS 117.1$ 3) 72.35 PLUS 4) 15.90 EQUALS 88.25 � � E�T�RIOR ENVELOPE U COMPl1TAT10N PART 1 - - TOTAL EXPOSED WALL AREA 896 SQ. FT. X'S .11 = PART 2 TOTAL ROOF/CEILING ARFJ� 716 SQ. FT. X'S .026 = PART 3 AREA FROM WORKSHEET A) TOTAL WINDOW WALL AREA B) TOTAL DOOR AREA C) TOTAL PATIO DOOR AREA D) TOTAL FIREPLACE WALL AREA E) TOTAL WALL FRAMING AREA (10%) F) TOTAL RIM JOIST AREA G) NET WALL AREA ABOVE FLOOR H) FRAME WALL AREA AT FOUNDATION I) TOTAL F�UNDATION WiNDOW AREA J) TOTAL NET FOUNDATIOPf AREA ABOVE GRADE D�TERMINE U VALUE OF EACH PORTION A) 93.65 X'S "U" 0.330 30.80 B� Q.QQ A��7 MUp �.J1Q �.�0 C) 0.00 X'S "U" Q.420 0.00 D) O.QO X'S "U" 0.046 0.00 E) 80.24 X'S "U" 0.1 Q4 8.31 F) 0.00 X'S "U" 0.046 0.00 G) 722.12 X'S "U" 0.046 33.14 H) 0.00 X'S "U" 0.046 O.OU 1) 0.00 X'S "U" 0.330 0.00 J) 0.00 X'S "U" 0.077 0.00 TOTAL 72.35 PART 4 TOTAL EXPOSED ROOF AREA K) TOTAL SKYLIGHT AREA L) TOTAL ROOF FRAMING AREA � M) TOTAL NET INSULATED ROOF AREA DETERMINE "U" VALUE FOR EACH PORTION K) 0 X'S "U" 0.400 0.00 L) 71.6 X'S "U" 0.026 1.83 M) 644.4 X'S "U" 0.022 14.07 TOTAL --- 98.56 18.62 93.65 0.00 O.QO o.ao 80.24 0.00 722.92 0.00 0.00 0.00 72.35 0.00 71.60 644.40 15.90 F � .i �_ � J. � 3 • ' � � BLOCK KNEE �.L W.O. FULL 1 FULI, 2 112 RIM 0 RIM 112 SQUARE FEET OF EXPOSED WALL BLOCK 0 x's .5 feet KNEE 0 x's 5 feet BSMNT W.O. 0 x's 8 feet FULL 1 0 x's 8 feet FULL 2 112 x's S feet RIM 0 x's 1 foot RIM 112 X's 1.66 feet TOTAL SAUARE FEET OF EXPOSED CEILING SQUARE FEET OF EXTERIOR OPENINGS WINDOWS BSMNT �ULL 1 FULL 2 93.65 DOORS MAIN LEV LOWER LV. PATIO DR MAIN LEV �OWER LV. total total total 0.00 0.00 Q.00 0.00 112.00 0.00 112.00 0.00 0.00 0.00 0.00 896.00 0.00 185.92 896.00 716.00 93.65 0.00 o.00 EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION ANTICIPATED "R" VALUES PER CONST. TYPE ROOF EXERIOR �►►IR FILM BLOWN INSULATION 5/8" GYPSUM BOARD INTERIOR AlR FILM TOTAL R VALUE TOTAL U VALUE 1/R ROOF FRAMING EXTERIOR AIR FILM BLOWN INSULATION 3.5 " SOFT WOOD 5/8" GYPSUM BOARD INTERIOR AIR FILM TOTAL R VAIUE TOTAL U VALUE 11R INSULATED WALL EXTERIOR AIR FILM VINYL SIDIIdG 1/2" OXBOARD SHEATHING BATT INSULATION 1/2" GYPSUM BOARD INTERIOR AIR FILM TOTAL R. VALUE TOTAL U VALUE FRAME WALL EXTERIOR AIR FILM VINYL SIDING 1/2" OXBOARD SHEATHING 5.5" SOFT WOOD 1/2" GYPSUM BOARD INTERIOR AIR FILM TOTAL R VALUE TOTAL U VALUE 1/R RIM SAME AS INSULATED WALL � TOTAL R VALUE TOTAL U VALUE 1/R FOUNDATION EXTERIOR AIR FILM 12" CONCRETE BLOCK BATI' IIVSULATION INTERIOR AIR FILM TOTAL R VALUE TOTAL U VALUE 1/R R=0.61 R=44 R=0.58 R=0.61 45.8 0.022 R=0.61 R=33 R=4.37 R=0.58 R=0.69 39.17 0.026 R=0.17 R= 0.62 R=0.94 R=19 R= 0.45 R=0.61 21.79 0.046 R=0.17 R=0.62 R=0.94 R=6.87 R=0.45 R=0.61 9.66 � 0.104 21.79 0.046 R=0.17 R=1.28 R=11 R=0.61 13.06 0.077 r 0 -i � � r 0 � � � � 2 O C H � �7 O --�1 rn � � v c�. m z 0 � D n O C Z � -< . 3 H Z Z m � 0 n � : 0 � � i � �, r j � i � � 'i � � � � .� � o � `: D � m � � � a � p � � .� O � • '� � � r ZM Ri � ----_ /% �,� �� H � O Z -� 0 Z _ rn -.� � � � * � D rt � � O -o � m �- � rr �• � N � N. -� O N � n � � O = � o a� O �• � �• a� Oq n cD � fl' o � � �' �N � a o `D � � f�D Q . � r+ � 0 c � � m z � � m � 0 z '�'I m rn 4y9 � V 0 O � 2 � a -n cn a X � � N � � Q n. � � � W i W � � 1 � � O C �U � � 0 � m ?i � � � � m �:, � �� C� � o � � � eo o �. 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