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Home My WebLink About2012-00980 in ground pool CITY OF ORONO * z 0 1 2 - 0 0 9 8 0 * � 2750 KELLEY PARKWAY DATE ISSUED: 04/30/2013 � ORONO, MN 55356- � (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 3350 FOX ST PIN : OS-117-23-44-0008 LEGAL DESC : FULLERTON ESTATES : LOT 004 BLOCK 001 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESiDENTIAL CONSTRUCTION TYPE : POOL- IN GROUND ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS VALUATION : $ 90,000.00 NOTE: SEPARATE PERMIS RE;QUIRED: MECHANICAL AND ELECTRICAL(STATE) ADV PLAN REVIEW PD 2012-00979$638.14 * POOL ESCROW INCLUDED WITH OVERALL PROJECT ESCROW. NO REFUND UNTIL ALL PROJECTS ARE DONE AND AS-BU[L1' SL`RVEY APPROVED. APPLICANT PERMIT FEE SCHEDULE 981 JS STEINER& KOPPELMAN STATE SURCHARGE(VALUATION) 45.00 18340 MINNETONKA BLVD DEEPHAVEN, MN 55391- TOTAL 1,026.75 (612)473-5435 Minnesota State License#: 3721 OWNER BIGOS,NANCY 3350 FOX ST LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming[his type of work shall be compied with whether or not specified herein.This permi[will expire and become null and void if construction authorized is not commenced within 180 days of[he date of issuance,or if construction is suspended for a period of 180 days a[any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in co � rmanc w� e S te Building Code.This permit may be rev ed at y time for e caus �( � 3v � t3 / / pp i ant Permite ' nature Date Issued y S� ature SEPARATE PERMITS REQUIRED FOR WORK OTHER AN DESCRIBED AB E. � � � �� . � City of Orono � oo�� Building Permit Applicatio � for a Swimming Pool c� Mailing Address: � �a„ �,L,�,j��\\ PO Box 66 Permit number: � o\� Crystal Bay, MN 55323-0066 Date received: q-��Z '�� \ �:: ..T, /��c� a ��''4�.-;�" ,, Street Address: Received by: 4�c� �'�, . �'�� ti 2750 Kelley Parkway Plan review fee: ,��! � t��r��G Orono, MN 55356 �3� l� Y` Esx p�D1oZ—��7� - Total Fee: Main: 952-249-4600 Fax: 952-249-4616 w,:^r;v s�.oronc.mn.us ,�. � yp� _� � This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: :�.3�,�; ��X �� ;�.� ��;�,1� � M►� . CONTRACTOR/APPLICANT INFORMATION: Name: `��,,.�� '- �� , �.1�...,��. '�-L� State License# �C.,c�c�3��.i Expiration Date: •?, �3 � ao� Phone: q��Z— y��3�- 5y �r� Fax: Address: i 4j 3 p (v�;,,�,,�,�-��;,...Ic�` vc� • Cit : �,'t. •7y�-�u ZIP: " �3`1 S Contact Person: Joe. (�(�.r.. �.r� �e.-✓' Contact's phone n er (�,i�—i-(I�( �-S1l 3 Email ,��:, S.�e;y„�,. �� p ` �;�,,�,,,,- ��,..�, Applicant is C ontractor Homeowner (Circle One) PROPERTY OWNER INFORMATION: Name: t�w�,�y f�;�e;�� Phone (day): Mailing Address: ��yo �x �re��- Q.�-�;,�� Mtv. ZIP: ��c,� Email and/or Fax ' ENGINEER INFORMATION: Name: C��oKlo e.r � I�SSoG;c,.,-E.�S ZKc-- Phone: 95� —y —c.ti t `4 l Address: r.�y� �or-��;llow J7r City: �.a„�c� L-�.. c.�- ZIP• �� (P Email Fax: PROJECT INFORMATION: 1. Pool Dimensions: 4.Accessory to: 5. Pool Type: 6. Sewage Disposal & �. , �� Water Supply '�� X �v� feet '`�Single Family ❑ Above ground ❑ Public Sewer 2. Heated? ❑ Multiple Family/Condo �n-ground �yes ❑ no �Rrivate Sewer ❑ Public ❑ Other(specify) 3. Excavated materials will be: ❑ Commercial ❑ Public Water ❑ Industrial ❑ removed from site 6. Retaining Walts? �Private Well �used on site ❑ Other: (specify) ❑ yes "[�,n o ❑ Other: (specify) Height Total Cubic Yards Estimated Construction Valuation $ �� , Ud U �vv Last Updated: 10/28/2010 - 7 - � . � REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: - Not ' Enclosed Applicable ❑ Permit Application ❑ ❑ Plan Review Fee ❑ Pool Plans ❑ Survey includes radin plan ❑ Hardcover Calculation Worksheets ❑ ❑ Erosion Control Plan or copy of MCWD Permit ❑ ❑ Septic S stem Certification ❑ ❑ Wetland Buffer Improvement Plan ❑ ❑ Escrow& Escrow A reement ❑ ❑ Other ❑ ❑ Other ❑ ❑ Other ❑ ❑ APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Planning 8�Building Departments; • Certifies that the information supplied is true and correct to the best of his/her knowiedge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Some or all of the information that you are asked to provide on this application is ciassified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the permit may not be issued. � ApplicanYs Signature: � Date: �� r � y Owner's Signature � Date: Plan Review Checklisf for New Structures / �►dditions Address/ PID / Legai: ��--�� ,�� Description of work: ' !�� Septic review by: '/ i !� Date Approved: ��'� ' �� Zoning review by: ��i,� � Date Approved: �'• � - ( ��-� ` Building review by: Date Approved: `�4- I l� -� ti3 Grading review by: `<-� Date Approved: y � �� Zoning File#: �� '��'i��- ��tesolution#: �� Resolution Date: '�� '��{.J Zonin District Fire De artment Post Office School District �, Zoning: Lot Area: SF/AC Width: Depth: Survey Submitted: �es 0 No Date of Survey: �'��'�'� Proposed Setbacks: F nt(Lake) �r(Street) ( N S � W ) ( N S E W ) Other Buildings VV6etlanc4 Si e Side � �� C' �Jf HBK3,�.� Building Defined Height: Building Peak Height: # of Stories Ok?: � YES FOR A BUILDING 1NlTH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor/crawl START the distance between the slab and the highest ` space floor and the highest roof peak,the top of WITH roof peak, the top of the cornice of a flat roof, �' - the cornice of a flat roof,the ' e of a the deck line of a mansard roof, or the mansard roof,or the u most point on a round uppermost point on a round or other arch-type or other arch-t of roof SUBTRACT half the di ce between the highest window and SUBTRACT half the distance between the highest window hi h roof eak of a itched roof and hi hest roof eak of a itched roof SUBTRACT distance between the basement floor/crawf ADD the distance between the slab and the highest space floor and the highest existing grade within existin rade within the foundation the foundation or 10 feet, whichever is less. EQUALS Defined buildin hei ht EQUF�LS Defined buildin hei ht Lot CovErage: - % Shor�land District D Permit Received uera e Lakeshore Setback Bluff Yes � No � N/A 0 Yes � No Yes Q No - Yes Q No 0 N/A ``' ermit Number. ��.^�- , � Setback: �...�.�...�..�-�-K. Hardcover Zones Exis Proposed V ' nce Required CUP Re uired 0-75' , �� .� Yes � t�o ❑ Yes 0 No � 75-250' �..a��Q �' Type(s). Type�s�: �' �. 250-500' �� , ��'�� •�� 500-1000' � QQ� REMARKS (in-house): �� :�t�J� "� �b.� �� Updated: 09l11/2009 z:\fortns\plan review checklist.docx �-�-------- - -___ _- -.._ . __,_.._ ..__. _ __ . . -- - - - - . _ -.� - . , - _ � Fees to be Char ed YES NO � Permit � Plan Review �/' � � State Surcharge � Investigation Fee SAC—Number of SAC Units Sewer Connection Water Connection i Park Fee Site Inspection Other(specify) l Miscellaneous Fees Calculated By: Square Foota e $ er S uare Foota e ''' Basement X = $ 1 S' Floor X = $ 2nd Floo� X = $ �:� Garage X = $ �_ � Estimated Construction Value: $ 9 �,0�0�� Orono Inspections Required Work Requiring Separate Permits Required State Permits � 0 Site � Plumbing � Grading / Filling 0 Well � Hardcover Removal Mechanical 0 Fire o0'Electrical ooting 0 Septic � Water Connection � Poured Wall 0 Fireplace � Sewer Connection ❑ Foundation Survey � Masonry 0 Lawn Irrigation � Radon Rock Bed 0 Mfg. � Framing 0 Other(specify) � Insulation A,s-Built Survey Finat 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: 0 YES ❑ NO New: Q YES a NO ��' REMARKS (TO BE NOTED ON PERMIT AND INITlAL ED BY PERSON PULLING PERMlT) ��; t, G�.ea� �r�t ! �5��.c� o �'�' . _ � � � . Updated: 09/11/2009 z:\forms\plan review checklist.docx . �t . � ��PY � -�"��, R�' �crober ' '� � �O'�� City of Orono i� � � Hardcover Calcula�ion Worksheet RECE� � � � % `��t�H��; PropertyAddress .33So Fax sr'� ��- �`,�,�,r,c..�c �r ,��_r) APR �2 2013 � Prepared by G2�n�BE�� t AJ'��c �.�t�f, �,uc. Date /-Z ;3 -�.� cirY oF oR 5�o�r r�iwater Quality Overlay District Tier: (Circle one) ier Tier 2 Tier 3 Tier 4 Tier 5 1. EXISTING HARDCOVER In the following table, identify all items of existing hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Use as many lines as necessary to accurately depict existing hardcover status of the property. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet Exam le Gara e 24'x 30' 720 S.F. A ��.1' r�� s.F. B G �c� - / S.F. C STO R�rh .�.�e tr��,.�.�`� � S.F. � STQ/t!E T/O F,�t t,�.�F r� / y s S.F. E ,S-�-o,� ria // 9f s.F. F C R � .� F!'r oF G��t � G F � S s.F. G , ,,�', S.F. H S7oC.�P ttl' ,T'ToNC•� Gv Gk' 2 S p S.F. � Fo�r i�.-� 4[.F 22 S.F. � .f'ya�v GvA�.G. ST PS �p � S.F. K EGk E"J'J' i �v�'C'i l.cJ6GL S.F. L Srr.'r r �, S.F. M T Z 6 S.F. N �L ,� !` 2 S S.F. O ,1'TO�v (�fj G L S 78 S.F. P ca,�c� E r - /o � s.F. Q Gt�.I.�.G.�' �.i s.F. R PoG< ,� �P,z�,v 2 i 9 6 S.F. S S.F. T S.F. U S.F. V S.F. 1 Total Existin Hardcover Z �,2y�' S.F. Excludable Hardcover: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover p S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 2 �,,,�� S.F. 4 Total Lot Area ��,� ,�g S.F. Existing Hardcover Percentage [ (3) = (4) ] �. �s °/, 2. Proposed Hardcaver (Over—�) .�o�a- ��'� 33.50 �oX � . sR 2. PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet Exam le Gara e 24'x 30' 720 S.F. A o�r,�E �� S.F. B �f R A �- S.F. C ro.v t �2r -�A // � � S.F. � STOIL /��tTlG"i TE�"S C�F1`? / ',t/.� S.F. E Tvrv �' ro �" /i `��' S.F. F c. , �. ,�.:�^"' �:' ,�.a�'��c��` �; S.F. G 'r e'� :� �,t.. ,S s.F. H J'r�� p f c� z 5 n s.F. I a��.�'��.�..� �'�a G G�' �/2 S.F. J J'�"Drt.'E' c�r/,4 G ,�'�.!' v 2. S.F. K �'G.�E=1"F l.0 ,v��'� ��'t E, a s.F. � Ta�'iP G�rT/� S.F. M �;�� ,� � S.F. N J�TF�S ,Z„S S.F. O �� S.F. P c c �r i a o s.F. Q LS `� ?_ S.F. R d d L ►�/�!�'!a'O,�t1 Z i �S S.F. S aR d - .a G - � S.F. T . .ro GF your.�' S o S.F. U Aj p !' 7 ,�' S.F. V ti � �„�, ;.- ,� S.F. W �.c.s ,�' �� l r a� ��rl"�' & C� S.F. X a� �Q �'�so ,�c s.F. �' .eiE'��..� .�r,��'� �v�tr.�_ �'c�� S.F. Z S.F. 1 Total Pro osed Hardcover ,� d s.F. Excludable Hardcover: S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover � s.►=. 3 Net Pro osed Hardcover Subtract line 2 from line 1 ,��. yQ �.F. 4 Total Lot Area �� ,�g s.F. Proposed Hardcover Percentage [ (3) = (4) ] �.p, �� % �oia � oo S� �35� �� Christine Mattson From: Christine Mattson Sent: Monday, April 29, 2013 8:28 AM To: 'administrator@steinerkoppelman.com' Cc: 'joe@steinerkoppelman.com'; Melanie Curtis Subject: FW: 3350 Fox Street/#2012-00980 Attachments: admin@ci.orono.mn.us_20130425_144549.pdf Good Morning, Per our conversation this morning, below is the email sent to Joe on 4-25-13. If you have any additional questions, please don't hesitate to contact us. Christine^' From: Christine Mattson Sent: Thursday, April 25, 2013 2:59 PM To: 'joe@steinerkoppelman.com' Cc: Melanie Curtis Subject: 3350 Fox Street/ #2012-00980 Hi Joe, I received your VM message. Our engineer has reviewed the survey dated 1-23-13 for the pool project at 3350 Fox Street and has the following comments: • The survey needs to show proposed locations of erosion control. • There survey should reflect maintaining storm sewer on their own property. There is an area directly east of the proposed patio/ pool /garden area which has the potential to drain toward the neighboring property. The survey should be updated to reflect a swale on the property (see my notes on the submitted survey). Attached is a copy of the notations Jesse is referencing. I believe your office has already called our permitting staff and has obtained the fee information you requested. Finally, before we can issue the pool permit, we need an updated survey submitted addressing our engineers comments and a copy of the MCWD permit. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ �' 952.249.4620 �5 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us � Christine Mattson From: Christine Mattson Sent: Thursday, April 25, 2013 2:59 PM To: 'joe@steinerkoppelman.com' Cc: Melanie Curtis Subject: 3350 Fox Street/#2012-00980 Attachments: admin@ci.orono.mn.us_20130425_144549.pdf Hi Joe, I received your VM message. Our engineer has reviewed the survey dated 1-23-13 for the pool project at 3350 Fox Street and has the following comments: • The survey needs to show proposed locations of erosion control. • There survey should reflect maintaining storm sewer on their own property. There is an area directly east of the proposed patio / pool / garden area which has the potential to drain toward the neighboring property. The survey should be updated to reflect a swale on the property (see my notes on the submitted survey). Attached is a copy of the notations Jesse is referencing. I believe your office has already called our permitting staff and has obtained the fee information you requested. Finally, before we can issue the pool permit, we need an updated survey submitted addressing our engineers comments and a copy of the MCWD permit. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing addressJ `1a 952.249.4620 �5 952.249.4616 � cmattson@ci.orono.mn.us � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm Summer Office Hours begin Monday, May 20, 2013 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 27, 2013 (Memorial DayJ 1 Jesse Struve From: Jesse Struve Sent: Monday, April 22, 2013 1:27 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20130422 3350 Fox Street 2012-00980 Melanie, I have reviewed the permit application for a proposed building, pool, and patio at 3350 Fox Street and have the following comments: • The survey needs to show proposed locations of erosion control. • There survey should reflect maintaining storm sewer on their own property. There is an area directly east of the proposed patio/pool/garden area which has the potential to drain toward the neighboring property. The survey should be updated to reflect a swale on the property(see my notes on the submitted survey). Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us � � f �� -��a-�-_ ✓/'��" �'� �-TAT�COVER�ALCULATION WOI2KSHEET 9- zs-i2 SETl3:1CTt ZONI;; (CIitCT.►_; fJN�,) �75' 75-250' 250-500' 500-1000' E�IS`1'I�TG T�A1t.11COY�R IN ZONE A. I-Iouse x = S.F. Lcngth Width X = S.F. Y = S.F. x = S.F. B. Garage ._---- x = S.F, C. Driveway x = S.F. X = S.F. D, Sidewalk ----- x = S.F. �._— � X = S.F. E. Patio/Deck . x = S.F. �_ X = S.F, F. Landscape �_ x = S.F. Unclerlain x = S.F. 13y Plastic x = S.F. Or I'abi�ic G. OII1L'I' ��F�.-LS ____ x: _ �I Z S.F. TUTAL HARDCOVER IN ZONE - 9 Z S.F, A TOTAL PROPERTY AREA IN ZONE - $OQ�� S.F. B A _ �I�. T B �S�qS'X ioo = . C�.�� °io PROPOSFll�.�ART)COV]sR IN ZONr A, I-Iouse x = S.P. Length Width x == S.F. ._._ X = S.F. ___ ____ X = S.F, B. G�u�agc x = S.P. C, Driveway x = S.F. — x = S.F. D, Sidctivalk X A/0 C'N.f�✓CG'�' _ ---- S.F, — X = S.F. E. Patio/D�ck __ x = S,F. -- X = S.F. F. Landscape ._ __ x; = S.F. Underlain �_ x = S.F. By 1'lastic x — S.F. Or Fabric G. Other _ x = S.F. 7'OTAL HARDCOVER IN ZONE - S.F. A 1'OTAL PROPLRTY,A.I�E;A IN ZONE - S.F. B � __^. = B x 100 = % , .�/e°;:�'ti �, _. 'r�f7��,� . lIAI2DCOVER CALCULAT�II�WOI2KSHEET —��-8--�- SET13:�CTt 2:ONT;; (CIRCL►; f.iN�,) 0-75' 75-2�0' 250-500' 500-1000'�'�7"f- E�.IS'1'ING T��.YZ.�COV�R IN ZONF �-Zs-i2 A. IIouse _ x = S.F. Length Width - x = S.F. � = S.F. - X = S.F. B. Garagi; ._---- x - S.F. C. Driveway x = S.F. --- X = S.F. D, Side�valk --- x = S,P. --- — X - S.F. E. Patio/lleck /�av� t A�"Qa�t/ x = 2/ 9 6 S.F: -- X = S.F, F. Landscape. x = -- S.F. U nclerlain � x = S.F, 13y Plastic __ x = S.F. Or I'abric G. Other WA �� S __ x: = 80/ S.F. TUTAL HARDCOVER IN ZONE - 2 9 97 S.F, A TOTAL P�QP�RTY AREA IN ZONE - 10/. 5,�� S.F. B A Z 9 9 7 T B !O/9,�/ x 100 = . Z. 9q % PROPOSx�I� }�ARI�COVrIr TI�1 ZONE A. Ilouse X = — _� S.F. Lengtli Width x " S.F. �._ x = S.F. --- X = S.F. B, G�irabc x = S.P. C. Driveway _� x = S.F. — X = S.F. ll. Sidcwalk �� P/�'f�''��.3� _ --- S.F. — X = S.F. E. Patio/lleck _ x = S.F. -- X = S.F. F. Landscape .— -- -- ;c;. = S.F. Underlain �_ x = S.F. By l�lastic x = S.F. Or F�abric G, Other X = ---- S.F. 7'U"1'AL HARllCOVER IN ZONE � S.F. A 1'OTAL PROPLRTY A1�;A IN ZONE - S.F. B � --. _ - B —:,-., � x 100 = --- % / �,r*-��„�,"'� ��s'a a+<,� . ��_ /._ ".� .a...� �� "� �-TAI�UCOVER CALCULATION WOI ��$-// SET13:1CTi ZONT;; (CIItCLC? r.iNE) 0-75' 75-250' 250-500' 500-1000' E}:IS'1'ING HAl't.T�COVLR IN ZONF, A. I-Iouse _ x = 6 7,�/ S.F. l.en�th Width _ X = S.F. � = S.F. --- - X = S.F. B. Garase OG`'�T.!['lLG1a': X = l.zSd S.F. C. Driveway x = p p ga S.F. X = S.F. GtJF,J'T TE.QRACE 11'TFo.l' ��¢S D, Side�valk E'i!J? T��ACF x = --- /i 9 G s,r. ---- -- X – S.F. E. Patio/b�� Q.('7'/p x = Z 66 S.F. TTDOP �V c,r� x = 252 S.F. ,J�TOO P � 85- F. Landscape EGR FJ'f 6✓F�G x = 60,' S.F. Un�lerlain __ x = S.F. 13y Plastic ^^ x = S.p. Or F'abi�ic G. Othei• GvAL�,S'�,r'7-_.£P.f' ;c. _ /09�_S.F, , TUTAL HARDCOVER IN ZONE - 2 2,oz/ S.F. A TOTAL PROP�RTY AREA IN ZONE - 149L O�DS.F, B A _ 2 2 OZ/ T B !�'QI 07O X lOO — . IS. 2 8 °/O YROPOSEI� �.If1RDCOVrIt IN ZOIVr A. I-Iotise _ x — --- S.P. Lenlich Width •o�aP'al'FD /��c��au,f'G' x == f 76.2, S.F. �--- X = S.F. -- — x = � � S.F. B. Ga;age � :: = S.I', C, Driveway /�'.(c��,lF/I O.tltiE' X = f ' /S FC. S.F. - X = S.F. ll. Side��•alk --- x = � S,F. — x = S.F. E. Patio/lleck /�i�c7e�G!'E.� ,�"�4:c:. x = f �'6�8 S.F. %!oe+o�-d'.�.�Fk P�r�[ d E�lc = � 2�5� s.F. F. Landsc�pe /�GpG!'E�F.c�t 2y ��rt/Gfrtc�"itil"f = _—��S.F. Uri(�ZI'JS1I1 X _ — — S.F. By Plastic x = S.F. Or Fabric — 7� �3`1��s� �Fr' G„!/t.t„/ G, Otlier ' __-- x _.__ = S.F. 'f'U'1'AL HARllCOVER IN ZONE Z Z, v2!t 3 9�$ _ zs, �9 g S.F. A 1'OTAL PROPLRTY ARE;A IN ZONE - / 5�0 70 S.F. B �, z� 4�_ - B /99,a�v X ioo = i8. o��,� „�bf,�a�y� ' ' ,��°'��. ��,�- �TA.TZUCOVER CALCULATION WO1tKSHEET ��r'- SETI3ACK 70N1;; (CTitCL►; f.iNE) 0-75' 75-250' 250-500' 500-1000' �'zS-�Z E�IS'1'ING T-�AIZ,DCOV�R TN ZONF.. A. IIouse T_ x = S.F. Length Width - x = S,F. � = S.F. -- X - S.F. B. Gara�c ----- X = ��J” S.F, C. Driveway x = S.F. --- X = S.F. D. Sidewalk _^_ x = S.F. --- — X = S.F. E. Patioilleck .� x = S.F. -- X = S.F. F. Landscape __ x = S.F. Uuaerlain __ x = S.F. ]3y Plastic __ x = S,F. Or I'ab��ic G. Other —_- --- x` = S.F. TUTAL HARDCOVER IN ZONE - �.�� S.F, A TOTAL PROP�RTY t�REA IN ZONE - ��S.F. B A �/.�..� = B /°'1�'+��'►`� x 100 = . � ' �'�. % YROPOSEll F�Al2T)COVrIt TI�ZONE A. I-Iouse _ x = S.P. Length Width --- X == S.F. �--._ X = S.F. ___ X = S.F. B. Ga��abe x = S.r. C. Driveway _� x = S.F. — x = S.F. ll. Sidewalk --- x .�v�✓ 2>.r�.Frdr''�G�.� = S.F, — x = S.F, E. Patio/Deck _ x = S.F. �—_ x = S.F. F. Landscape ._ _____ x:.. = S.F. Underlain __ x = S,F. By Plastic x = S.F. Or��abric G. Odier ^____ x = S.F, I'U'1'.�L HARllCOVER IN ZONE , = S.F. A TOTAL PROPL''RTY,A1Z.F;A IN ZONE - S.F. B � __�. _ - B _ x 100 = % May 09 13 11 : 06a p. 4 • V � ITCO ALLIED ENGINEERING CO. AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DFcILLING Jobsite and Laboratory Testing, Geotechnical Services, Commercral, Residentia!and Municipa! 7125 West 126th Street, Suite#500 - Savage, MN 55378 7elephone: (952) 890-7366 Fax: (952) 890-5883 May 8, 2013 Ron Olson Construction Cefl: 612-369-4240 6970 Inwood Road Cologne, Minnesota 55322 RE: 3350 Fox Street Orono, Hennepin County, Minnesota As requested, site visits were made on May 6 and 7, 2013, at 3:3a P.M, & 12:00 P.M. respectively, to evafuate and test soils for swimming pool construction at a single-family residence. The proposed pool will be an in ground design, with a 6"—8" aggregate base, and masonry construction. At the time of the inspection, the contractor had completed the poof excavation, being rpctangular in shape, with shallow east &west ends s[oping to the deep section at the pool centerline. The soils consisted of slightly plastic loamy sand, below optimum moisture. To assess the strength of the soils, a 5I8�" inch diameter smooth probe was used to penetrate the base of the excavation at random. With full body weight applied, the probes indicated generally acceptable penetration within the opposing sloped sections, with an increase in moisture and penetration observed in the fiat shallow east and west ends. The east end of the excavation approached optimum moisture in some sections, with probe penetration exceeding 2 feet. The load bearing capacity of the soils were evaluated by a dynamic cone penetrometer tests conducted at the base of the pool excavation. The dynamic cone penetrometer (DCP), employs a eight kilogram (17.fi pound) hammer to drive a 20 miflimeter diameter canical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per blow, penetration average was recorded and a N-value deri�ed. This N-value is an empirical refatianship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test#1 — Pool East End (Ffat Zone) DCP Depth Per Blow Avq. 1 N-Value Estimated Load 106d MM (41.7") 50.0 MM ! N—6 2000 PSF May 09 13 11 : 06a p. 5 , i Test#2— Pool Base (At Deep Section Centerline) DCP Depth Per Blow Avg. / N-Va�ue Estimated Load 659 MM (25.9") 36.3 MM/ N—8.5 3125 PSF Test#3—Pool West End (Flat Zone) DCP Depth I'er Blow Avq. 1 N-Value Estimated Load 1000 MM (39.4") 69,2 MM / N —4.3 1458 PSF IVote: Although test#1 indicates generally acceptable capacity, it only represents the composite average of soil below 2 feet within the area tested. It should be noted that the first hammer drop or set blow, penetrated over 560 MM, or 22" of soil. This upper layer of very soft su►face soil may settle as construction loads are applieci. It is therefore recommended that the area represented by Test#1, be corrected to increase consolidation and load-bearing capacity of the soils. As recommended, the contractor completed the soil correction, and the soils were retested on May 7, 2013 as follows: Test#4—Soif Correction Zone Test (Reference Test#1) DCP Depth Per Blow Avq. / N-Va1ue Estimafed Load 894 MM (35.2") 53.2 MM/ N — 5.75 1917 PSF In our opinion, with the noted soil correction, the observed and tested sub-grade soils are acceptab{e, and would be expected to meet a target bearing capacity of 1200/13d0 PSF, for the proposed construction. Our observations and subsequent soil evaluation for the project is limited in scope to soil conditions observed within the pool excavation, and to the depths achieved by shallow probes and dynamic cone penetrometer tests. Therefore, we are unable to assess sub-grade soils at an elevation, which may be encountered by borings conducted as part of a standard subsurface geotechnical investigation. Sincerely, Itco Alfied Engineering Company Reviewed By: � z,�?�� G��y��'�ed� Gary Standish Gordon J. Kopacek, P.E. Senior{nspector Minnesota Reg. #7254 CC: City of Orono Suilding lnspections #701 - 1 / #605— 1 1/2 I#610—'/4 I#304/ (4) DCP/ #612—60 1/2 ` \ �-DA� / TIME ✓ CITY�F:''ORONO CALLED IN `� _-��_�_____ INSPECTION NOTICE 7�SCHEDULED �-�J - �'�� PERMIT NO. aU�, �� vCOMPLETED ADDRESS 3350 �-Ox s� r OWNER TELEPHONE NO.��Z- 32S Z�� CONTRACTOR S � DESCRIPTION � — `S�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J O � � O k W � Q � Z W � W � � d W� SATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑Ct�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN �NSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR J CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor n site: ' ' •pector. White Copy/lnspector's File Canary CopylSite Notice