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Home My WebLink About2015-01242 - retaining wall CITY OF ORONO * 2 0 1 5 - 0 1 2 4 2 * � 2750 KELLEY PARKWAY DATE ISSUED: 10/02/2015 • ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2595 LYDIARD CIR PIN : 20-117-23-11-0004 LEGAL DESC : APPLE HILL : LOT 002 BLOCK 001 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : RETAINING WALL<4 FEET NOTE: RETAINING WALL AND DRIVEWAY RELOCATION REPLACEMENT $2,500 SB COLLECTED IN E ROW FEE,PD BY JOHN LEUPKE CASHIERS CI-IECK#116517739,PERMIT#2015-1242 NOTE: PRIOR TO RELEASE F CROW MONEY,AN AS-BUILT SURVEY AND HARDCOVER CALCULATIONS MUST BE SUBMITTED &APPROVED. INITIAL: NOTE: PRIOR TO THE CON UCTION OF THE WALL,PROVIDE THE CITY WITH CONFIRMATION OF SOIL CONDITIONS THE RETAINING WALL SITE CO FIRMING THE WALL WILL SUPPORT THE 2000 PSF AS THE DESIGN CALLS FOR. INITIAL: APPLICANT RETAINING WALL<4' S0.00 MINOR LAND ALTERATION 50.00 LEUPKE,JOHN TOTAL 100.00 2595 LYDIARD Payment(s) EXCELSIOR,MN 55331- CHECK 11651774 50.00 CASH 50.00 OWNER LEUPKE,JOHN 2595 LYDIARD EXCELSIOR,MN 55331- 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 sepazate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 0 days at any time after work has commenced. The applicant is responsi e or assuring all required inspections aze requested in confo ance i the State Building Code.This permit may be revoked at any ti G fo du ca se. � ,%,,; 1' 1..� 1 �--,►�-�:�'"�vm f � �r,.� "a3 I -� / �...._ /:_� Applicant Pe i e 'gna Date Issued By Signatu e Date f � �. � City of Orono � d,2� Zoning Permit A lication ' Mailing Address: Permit number: L1 � �� /.� L �Q,�O PO Box 66 � Crystal Bay, MN 55323-0066 Date received: � ��"�� -,� ,, :ar.,�J� scrow#and � Street Address: �� -= �, �� ' � �` 1 Cf� t amount: � C'� -G ��_� - ' � 2750 Kelley P�rkway permit Fee: F� �y �� Orono, MN 55356 `� � � G t'KESH04'� Fax: 952-249-4616 /aPProved by: �J(,�► Main: 952-249-4600 Notes: www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. (Please print.) Job Site Address: ��I� �/�l�a�(_� ��,'��C�i CONTRACTOR/AP�I,f�pANT INFORMATION: Name: Ir Phone: Fax: Address: _ Ci : ZIP• Contact Person: ContacYs phone number Emaif Applicant is: Contractor Homeowner (Circle One) PROPERTY OWNER INFORMATION�1'" Name: � Cx, Phone(day): - Mailing Address: '�' q " �, /(,r" ' � � Z�p; Email and/or Fax �✓It�� , . Overall Project Description: ��v� �� (� � � �_� ��-�.�V�� Check TYpE OF PERMIT FE Box collected when ermit is issued Dock, Commercial $50+engineering review costs Escrow for erosion control and en ineerin review costs $2,000 Dock, Residential — Permanent dock on any lake or initial seasonal dock not on Lake $50+engineering review costs Minnetonka errnanent dock re uires CUP Hardcover Permit: Driveway, Patio, Sidewalk,etc. (New or Replacement) No charge �� Also re uires is a Mlnor or Ma or Land Alteration Permit Land Alteration, Major (grading, filling, or excavating) of more than 500 cubic yards $50 beyond the lakeshore setback OR more than 50 cubic yards within the lakeshore setback (also requires Conditional Use Permit) lReference: Ciri Code Sections 78-967. 78-1247 and 78-12861 Escrow for erosion control and engineering review costs As determined b CUP Land Alteration, Minor(grading, filling or excavating)of 51 to 500 cubic yards beyond the $50+engineering review costs X lakeshore setback OR 50 cubic yards or less within the lakeshore setback lReference: Citv Code Sections 78-967. 78-1247 and 78-1286i Escrow for erosion control and engineering review costs $2,000 Retaining Walls which exceed two feet in height above existing grade; or result in more $50+engineering review costs than 20 cubic yards of imported fill; or are located less than five feet from the property line. Escrow for erosion control and engineering review costs $2,500 eference: Cltv Code Section 78-1405f5.111 Retaining Walls which measure more than four feet(from bottom of footings to top of wall) require a building permit. Tiered retaining walls are considered one wall unless the walls are se arated b twice the hei ht of the lower wall. Stairway or Lifts to Lake(New or Replacement) lReference: Citv Code Sections 78-12821 $50+engineering review cosYs Escrow for erosion control and engineering review costs $2,000 Structure Permit for other structures 200 sf or less not requiring a building permit but $50+engineering review costs regulated by the zoning code/Reference: Citv Code Section 86-661 Escrow for erosion control and en ineerin review costs $2,500 Tree Removal or other vegetation removal within 75 feet of lakes No charge. efe�ence: Ci Code Section 78-1285 Pre-ins ection re uired. Tem ora Construction Office/Trailer associated with buildin rmit $30 Updated: May 2015 APPLICANT/OWNER ACKNOWLEDGEMENT: . ApplicanUOwner agrees to provide all information required or requested by the Planning Department; � , � . Owner agrees to pay the City of Orono for engineering consultant review costs where applicable; " . ApplicanUOwner certifies that the information supplied is true and correct to the best of his/her knowledge. 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 aiternative but to reject it until it is complete; . Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner; • ApplicanUOwner understands their project may require an initial and/or as-built survey per City Code Section 86-68. . Some or all of the information that you are asked to provide on this application is classified 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 ou refuse to su I the information,the a lication ma not be issued. The undersigned certify that the rm tion s pplied is true and correct to the best of their knowled e. ApplicanYs Signature: Date: G Z Z I Property Owner's Signature: � 1 " Date: C � ; , ; SUBMI ION RE UIREMENTS: Except for tree removal permits, all permits require a completed TYPE OF PERMIT: application form, escrow agreement (signed by the property owner) and escrow check from owner, two copies of each,where applicable, plans, landscape plans, grading plans, surveys or site plans. Dock, Commercia) 1. Structural plans for the dock 2. Survey/site plan showing the proposed location of the dock 3. Copy of LMCD permit DoCk, Residential Seasonal Dock—survey showing proposed dock Permanent Dock—plans as approved by CUP and copy of LMCD permit(if applicable) Hardcover Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover calculations,existing and proposed 3. Survey Land Alteration,Major 1. Survey/grading plan including existing and proposed contours as approved by Conditional Use Pertnit 2. Erosion control plan. 3. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their pertnitting requirements. Please note,the City will not issue a buildin ermit without information from the MCWD. Land Alte�ation, Minor 1. Survey/grading plan including existing and proposed contours 2. Amount of fill to be imported and/or exported and haul route 3. Amount of earth to be moved around on site 4. Erosion control plan. 5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a buildin rmit without information from the MCWD. Retaining Wall 1. Plans for wall(s) 2. Unless repair or exact replacement of existing wall,submit an updated survey with grading plan including existing and proposed contours 3. Hardcover calculation worksheets if in shoreland district 4. Erosion control plan 5. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a buildin rmit without information from the MCWD. Stairway or Lifts to 1. Construction plans for stairway or lift,including footings Lake 2. Topographical survey of property with proposed stairs or lift shown 3. Erosion control plan 4. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a buildin permit without information from the MCWD. StruCtufe Permit 1. Construction plans. 2. Survey/site plan of property with proposed structure shown and with setbacks to property lines,other structures on property and the septic system indicated.The general location of any sewer and water services should be shown if applicable. 3. Grading plan if grading is proposed. 4. Hardcover calculation worksheets 5. Erosion control plan. 6. A copy of Minnehaha Creek Watershed District(MCWD)permits or documentation from the MCWD stating the proposed project does not trigger any of their permitting requirements. Please note,the City will not issue a buildin ermit without information from the MCWD. Tree Removal Call: 952-249-4600 to schedule an inspection for removal of an individual tree(s). A re-planting plan/erosion control/ mana ement lan ma be re uired for clear cuttin ,buckthorn or other intensive ve etation removal. Updated: May 2015 �LAN REVIEW CHECKLIST FOR ZONING PERMIT APPLICATIONS , 2pi5- �Itq�L Address: �ZzJ"J_J �� (�/'� .(Y q• 2t��Jr' Description of work: �n� � `}— 1'j Type of permit: r��j � Zoning review by: `.��WJ��'1--� Date Approved: �d • 2 �� Grading review by: � Date Approved: /6G�-�� Other Review, Reviewed by: Date Approved: Zonin lnformation: Zoning File#: Resolution#: Resolution Date: Lot Area: SF/AC Width: Depth: Survey Submitted. Yes � No Date of Survey: Revision date: Existin Setbacks: Front(Lake) Rear(Street) � N Side W � ( N Side W � Other Buildings Wetland Pro osed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S . E W ) Other Buildings Wetland Side Side Shoreland District MCWD Permit Receiv d Average Lakeshore Setback Met? Biuff ` � J 0 Yes � No N/A / O Yes No 1p Yes 0 No 0 Yes � No CB.�/A !� Permit Number: � Setback: Stormwater Quality Existing Proposed Variance Required CUPRequired Overla District Tier Hardcover Hardcover Z�,ZS�A �.��D O Yes No � Yes o Type(s): __ T�e�S�. .� �, � s s, � sF File# File# Updated:January 2013 z:\forms\old stuff�plan review checklist for zoning permit applications 2013.docx Earth Movement-Cubic Yards In Out Total Haul Route? ? 0 Yes � No Explain haul route in detail: Fees to be Char ed Amount Orono Inspections Required Permit f.�e�o�nt ��.� � � Site Escrow Amount � � Hardcover Removal �� Footing Escrow Agreement received? � Poured Wall �s-Buiit Survey �Yes � No � Planting Plan � Wetland Buffer Escrow Money received? �,,Final \ Yes � No � Other(specify) ;En,�ine�ring��vie�i��d��17, ` F' �� REMARKS (in-house): Other Review: Reviewed by: Date Approved: � ARKS TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT � �r�Or fo Y�tIR.A.�- Qn GtJ • /! Uf I10� l'tulZt' O✓�.r' C,a►f Ct,c� �hrm� h'I,u�+- I¢e_ �uLm� _� d�✓�. ►� �0 �- C� r�.� e� av;Cll.� Ci �i'h c:�n �r }�� so�1 ccmcti hu� a+� �- rc�un��,u v�ai� si k�, w��+ su�oor�- '� �o �■ r r�,�, V /\ ' QS �1't�. O�t�Df,l� � 1�r • �1CI�lNll �W�' . v �'` Updated:January 2013 z:\fortns�old stuft�plan review checklist for zoning permit applications 2013.docx C . � � � � � �: � �- � � 5CH1MN0 WSK1 EN � 1Nf ERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY RECEIVED MAHTOMEDI, MN 55115 TEL 651779-7700 FAX 651 779 7114 www.criterium-schimnowski.com SEP 2 2 201� August 3, 2015 (Revised August 19, 2015) CIIY OF ORONO , copy John Leupke O��NO 2595 Lydiard Circle Orono, MN 55331 RE: Bouider Retaining Wall Typical Section Project Address: 2595 Lydiard Circle, Orono, MN 55331 Project No. 15-1811 Dear Mr. Leupke: This letter is being sent to discuss several options for our typical engineered section for the boulder retaining wall at the above location. This design is based on information and partial site plan provided by you via email on July 30`h, 2015. The proposed boulder wall will be replacing an existing boulder retaining wall. The attached typical section shouid be referenced for construction details. Special note should be made of the wail embedment depth and the geosynthetic fabric (geogrid) length as measured from the front face of the wall if applicable. Refer to industry standard practice references for installation information, specifications, and details. - Boulders shall be placed to avoid continuous joint planes in vertical directions. - Each stone shall bear on two or more rocks below it with good flat-to-flat contact. - Compact any structural fill place behind the drainage zone to 95% standard proctor. - Install woven landscape fabric behind the stone to limit soil migration through the wall face. - Optional drainage stone shall consist of clean 3/4" to 1.5"crushed stone The design of the wall system assumes the following: • Location: To replace existing retaining wall south of house • Length: Approximately 50' • Maximum exposed height: 8' • Minimum embedment depth = 12", as noted • Soil conditions: Sandy Clay, friction angle = 30.0 degrees, unit weight of 125.0 Ib/ft3 • Allowable soil bearing capacity = 2,000 psf • Surcharge loads behind the wali: None • Slope at top: 5:1 • Slope at bottom: 10:1 • Boulder sizes: see cross section drawing � . • Geosynthetic Reinforcement Geogrid Type: No soil reinforcement geogrid required. Woven landscape filter fabric is required behind boulders LICENSED ,� PROFESSIONAL ENGINEERS �:W1'.� a� C � HOME&BUILDING INSPECTIONS �Ar�,,,� STRUCTURAL EVALUATIONS ASSOCIATION RESERVE/TRANSITION STUDIES '1"�� . .;�� ;'.�� RESIDENTIAUCOMMERCIAL '�" RETAINING WALL DESIGN&EVALUATIONS � � �i�N� '«��, � 9t .i�� i`.�,.,'E 2595 Lydiard Circle, Orono, MN 55331 ' August 2, 2015 (Revised August 19, 2015) � Page 2 of 3 Direct aii surface drainage away from the wall. The wall design was performed using the design guidelines presented in the third edition of the"Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009. If soil conditions, proposed wall layouts, or other design parameters vary from that assumed, a revised analysis may be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, "��=:�"�.�% . � . .. Paul Schimnowski, PE MN#40126 � DESIGN PARAMETERS AND PROVISIONS 1. REFER TO BOULDER RETAINING WALL INDUSTRY STANDARD SPECIFICATIONS. 2. SEE PRODUCT MANUFACTURER INSTALLATION RECOMMENDATIONS FOR CONSTRUCTION SEQUENCE AND INSTALLATION NOTES. 3. NO PRODUCT/MATERIAL SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION OF CRITERIUM-SCHIMNOWSKI ENGINEERS. 4. OWNER OR OWNER'S REPRESENTATIVE IS RESPONSIBLE FOR ENSURING THE CONDITIONS STATED HEREIN ARE ACCURATE PRIOR TO AND DURING CONSTRUCTION. NOTIFY CRITERIUM IN WRITING OF ANY DISCREPANCIES OR CHANGES TO THE CONDITIONS SHOWN ON THESE DOCUMENTS. 5. REFER TO WALL ELEVATION NOTES FOR WALL SURCHARGE LOADINGS AND SLOPES AT TOP AND BOTTOM OF WALL(S). REFER TO WALL CALCULATIONS FOR BEARING CAPACITY REQUIREMENTS. 6. FINAL SITE GRADES AND ROOF DRAINS SHALL DIRECT RUNOFF AWAY FROM ANY RETAINING WALLS. 7. CRITERIUM ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND INTERPRETATIONS OF SUBSURFACE GROUNDWATER CONDIT►ONS. 8. THE OWNER OR OWNER'S REPRESEIVTATIVE IS RESPONSIBLE FOR CONTACTING THE WALL DESIGN ENGINEER TO SCHEDULE A SITE VISIT PRIOR TO THE START OF BLOCK PLACEMENT. 9. THE WALL DESIGN WAS PERFORMED USING DESIGN GUIDELINES PRESENTED IN THE SECOND EDITION OF THE "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS" (DMSRW). PUBLISHED BY NCMA IN 1996. 10. THE DESIGN OF THIS RETAINING WALL WAS BASED UPON INFORMATION NOTED ON THE KEY PLAN. 11. THE INFORMATION PROVIDED WITHIN THESE DOCUMENTS IS FOR THE STRUCTURAL DESIGN OF THE PROPOSED WALL(S) ONLY. THE REQUIREMENTS FOR AND/OR WORK RELATED TO HANDRAILS, GUARDRAILS, OR OTHER LIFE/SAFETY ISSUES ARE EXCLUDED FROM THESE DOCUMENTS AND ARE TO BE PROVIDED BY OTHERS. 12. RESPONSIBILITY FOR GLOBAL/SLOPE STABILITY RESTS WITH THE SITE CIVIL OR GEOTECHNICAL ENGINEER. CRITER�UM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 2595 Lydiard Circle, Orono, MN 55331 • August 2, 2015 (Revised August 19, 2015) Page 3 of 3 TERMS AND CONDITIONS This report is expressiy made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1.The Engineers services shall be performed with the skill and care ordinazily used by members of the engineering profession practicing under similar conditions at the same time and in the same locality and applies only to facts that are within Engineer's knowledge or could reasonably have been ascertained by ENGINEER. • Our observations were non-destructive,and limited to those por[ions of the facility that could be visually examined without excavation,removing surface finishes,disassembling equipment,or removing finishes, furnishings and equipment. • Our scope of services did not include an exhaustive technical investigation.No material sampling,analytic tests,precise measurements or engineering calculations were perforrned. • We did not deternune whether the facility and its operation or use conform to any building codes,or regulations,or restrictions that may be enforced within the jurisdiction. • Probable cost estimates figures,if provided,are based on statistical construction records,past project experience,and judgment.The actual cost will vary based on economic and bidding conditions. We recommend that the actual be determined by obtaining competitive bids. 2.The report is not to be construed as guarantees or warranties of the condition of the buildings and grounds. 3.Said Report reflects and is an expression of the professional judgment of ENGINEER. 4.Said Report is given as to the best of Engineer's knowledge,information,and belief as of the date hereof. 5.Said Report is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform. 6.To the fullest extent permitted by law,Client and Engineer(l)waive against each other,and the other's employees,officers,directors,agents,insurers,partners,and consultants,any and all claims for or entitlement to special,incidental,indirect,or consequential damages arising out of,resulting from,or in any way related to this report,and(2)agree that Engineer's total liability to Client shall be limited to the total amount of compensation received by Engineer. 7.The parties acknowledge that Engineer's scope of services does not include any services related to Molds or Hazardous Environmental Condition(the presence of asbestos,PCBs,petroleum,hazardous substances or waste, and radioactive materials). If,however,during the inspection,we knowingly encounter such substances, we will notify you of the presence of these substances without accepting any liability whatsoever for any damage or harm caused by the substances. It is your responsibility to determine if further testing is required and to retain an independent,qualified professional to perform such tests. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 SOIL VALUES USED IN THE R�=•�'�'°,• •�'D DESIGN OF THIS PROJECT s�� L 4 Z�15 iYPE OF SOIL (DEGREES) (ID/R�3) " RQNFORCm 84CKFlLL 30 120 �rar+m a4acru ao izo OROw,O FOUNW110N SOIL � ,Zo CtTY oF '�' REWIRED BEAPoNG G1PNCffY= 2000 P� NUMBER OF BOULDER COURSES CROSS SECTION D61CN BASED ON INfORMATON lJSlID IN CdVER WILL VARY AS NEEDED `�� SCHEDULE ❑� REQUIRED l8 TO 23 DEGREE SETBAGK, TYP. B�U L D E R S I Z E S IMPERVIOUS FILL EXP❑SED WALL B❑ULDER DEPTH, 12" DEEP TOP BOULDERS, TYP. HEIGHT MIN, (12" TO 18" BOULDERS 4' 24' AILOWED FOR FINAL GRADE /\ /��y��y/�y��//�' S' 28' ADJUSTMENTS) \�j�j/ �j��\//�\//\��" 6' 30' j\//%/j \.��\��\��\:` 7� 34• MID-LEVEL BOULDERS, TYP. �� 12" THICK SELECT GRANULAR 8' 36' SAND OR DRAINAGE AGGREGATE SEE BOULDER SIZE SCHEDULE (OPTIONA�) FOR MORE INFORMATION e� Max BASE BOULDERS WALL BACKFlLL COMPACTED 95%' HEAVY WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR BOULDER FILTER FABRIC DENSITY DEPTH BEHIND BOULDERS I I I I�' WALL EMBEDMENT = 12' MIN. � • �, .O � ; .� j UNDISTURBED �I I I I I . ' I I I•=I.I I— 4" DIA. DRAIN PIPE f � SOIL � OUTLEf � END OF WALL ��1��j+�!!f OR � 40' CENTERS MAX � � .,.r:,� GRANULAR LEYELING PAD ,e,,�``�'►�''✓' '°�r'�. ,�" MIN. 6" THICK � �•�"�"� (OPTIONAL) REQUIREO BEARING CAPACIN = 2000 PSF , '� - - �E . ; �btfll�#j��63� � �µ P ~� ��ijj • �R' TYPICAL SECTION — 8' BOULDER RETAINING WALL (HEIGHT VARIES) `�`��•- '��'� ,,,l�,��, .�,� ��,,�, SCALE: NONE �'�d/�f{�j�;�•��t,i'`�'� ---— -_-- -_ - - - — -- --- - - - _ --- - ----- ---- - — ----- - - _ - ------- Designed Byti PROJECT NAME/ 2595 LYDIARD CIRCLE / ❑R�N❑, MINNESOTA 55331 Date� EAS L❑CATI❑N� 8/19/2015 Checked By� CLIENT: JOHN LEUPKE Pro�ect No� PDS CRITERIUM-SCHIMNOWSKI ENGINEERS 2595 LYDIARD CIRCLE 15-18�1 161 DUNBAR WAY PHONF,:651.779.7700 SCQl2� MAHTOMEDI,MN 55115 FAX:651.779.7114 ORONO, MINNESOTA 55331 Drawing NaMe� AS NOTED pschimno@critcrium-schimnowski.com PHONE: 763-516-6383 B❑ULDER WALL SECTION Gmail -No MCWD permit required for 2595 Lydiard Circle retaining wall Page 1 of 1 � RECEIVED � � � SEP � 2 2015 ,; � John Leupke<jrleupke@gmail.com> �r��x��lti°' CITY OF ORONO No MCWD permit required for 2595 Lydiard Circle retaining wall 1 message Miriam Eason <meason@minnehahacreek.org> Fri, Sep 18, 2015 at 3:10 PM To: "Christine Mattson (Orono)" <cmattson@ci.orono.mn.us>, Melanie Curtis <MCurtis@ci.orono.mn.us> Cc: "jrleupke@gmail.com" <jrleupke@gmail.com> Good afternoon, I spoke with John Leupke and reviewed his plans and calculations for his proposed retaining wall replacement at 2595 Lydiard Circle, Orono. This project does not trigger MCWD rules and no MCWD permit is required. Thanks, MIRIAM EASON District Representative Minnehaha Creek Watershed District 952-641-4586 http://minnehahacreek.org/ .��,�.. MINNEHAMA CREEK wAiERSMEG DISiRICT https://mail.google.com/mail/u/0/?tf=1&ui=2&ik=bc78995cde&view=pt&search=inbox&t... 9/22/2015 RECEIVEp � AD VANCE S UR VEYING � ENGINEERING CO. SEP 2 4 2015 I hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed professional engineer and a professional land surveyor under the C�N OF ORONO laws of the State of Minnesota. ��, �e. ��, lames H. Parker P.E. & P.L.S. No. 9235 Step 2: PROPOSED 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) G'ara e (24'x 30') (720) S.F. A House 2,049 S.F. B Concrete Sur aces 208 S.F. C Propose Ret.Wa 204 S.F. D Propose Driveway 2943 S.F. E S.F. F S.F. � S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. p S.F. p S.F. q S.F. R S.F. S S.F. T S.F. � S.F. U S.F. N/ S.F. X S.F. y S.F. 1 Total Pro osed Hardcover 5 404 S.F. Excludable Hardcover See Ci Code Sec 78-1684 Proposed Ret.Walls 204 S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 204 S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 5 200 S.F. 4 Total Lot Area 20 351 S.F. Proposed Hardcover Percentage ((3)/(4)] 25.55% RECEIVED ' �ity o�orono SEP 2 4 2015 �y'�°�� Hardcover Calculation Worksheet C�N OF ORONO � Property Address: 2595 Lydiard Circel (our survey 150713) '�� : Prepared by: James H. Parker P.E. & P.L.S. No. 9235 Date: 9/24/2015 �'�'�ES M A�'/ Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 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. ey o Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) Gara e (24' x 30') (720) S.F. A House 2,049 S.F. B Concrete Sur aces 208 S.F. C Ret.Wa s 118 S.F. D Bituminous Drive 2678 S.F. E S.F. F S.F. � S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. p S.F. p S.F. q S.F. R S.F. S S.F. T S.F. � S.F. � S.F. N/ S.F. X S.F. y S.F. 1 Total Existin Hardcover S 053 S.F. Excludable Hardcover See Ci Code Sec 78-1684 Ret. Walls 118 S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover 118 S.F. 3 Net Existin Hardcover 4 935 S.F. 4 Total Lot Area 20 351 S.F. Existing Hardcover Percentage [(3)/(4)] 24.25% , RECEIYED; � SEf� 2� 2@1� Concerning Fill .. CITY OF ORONO The estimated amount of fill to be imported to the site will be less than 40 cubic yards. The delivery of said fill will follow Lydiard Circle and down the current driveway labeled "bituminous drive" on the survey. The amount of earth to be moved around on site will be less than 10 cubic yards. �� DATE TIM CITY OF ORONO cnLLED IN �� G� INSPECTION NOTICE SCHEDULED PERMR NO. �bl��OI v��-- COMPLEfED ADDRESS � � � OWNER (�l'lt� �O�,.�_TELEPHONE NO. �(Q��'�'�I!o-�a 3� CONTRACTOR � �� DESCRIPTION / " �� h • � 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v O-SITE ❑ SEP INSTALL OWN NTRACTOR TO MEET Y'OU: YES_1� y COMMENTS: a� . 4 /��_,�/Q.w � �lG ,��G ti iyG��Q _ J �O _ � �/` 7� Ca K�,h4� �O W � Q � W W � j d Q�XTISFACTORY:PROCEED ❑PROJECT COMPLETE W❑CORRECT W'ORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECTUNSAFECONDITIONWffHIN HOURS. ❑pHOTOTAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ail for the n inspection 24 hours in advance. (g52) 249-4600 OwneNContractor on � Inspector: '-- White CopyMnapecto�'s Fik Cenary CopylSits Notks . • . . • • � • emo To: Finance Department From: Christine Mattson, Planning Assistant � CC: Street File Date: November 2, 2015 G/L: 101-22205 Re: Escrow Refund Zoning Permit #2015-01242 pertaining to 2595 Lydiard Circle is complete. Please refund $2,500 to the property owner, John Leupke. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: John Leupke 2595 Lydiard Circle Excelsior, MN 55331 w:�street filesUydiard arcle\2595-2597 lydiard arde�escrow refund 2015-01242.docx . �� _. ,� � � � � � LAND USE APPLICATION ESCROW AGREEMENT �errv►�i-�- A�fi# 3.v l S -C� (�t{ 3, AGREEMENT made this a�day of �?- Zo �5, by and between the CITY OF ORONO, a Minnesota municipal corporation('Cit�')and -��h� �2 c.�-,�Ke [a corporation—optionaQ ("Owners'). Recitals v�r�i�- 2D I S-�I Z�l a- 1. Owners have fil on# formally requesting the City to review plans for the property addressed: (the `Subject Property") legally described as 2. Owners request the City to review said plans which requires City approval and may require consutting legal and/or engineering review. 3. The City is willing to commence its review of the application and incur costs associated with said review only ff the Owners establish an escrow to ensure reimbursemerrt to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCRO F NDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit� �,S�o with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, or legal consuftant review)or will incur in meeting with�i ers, reviewing the plans, and preparing agenda packet material for City Council review of La ication#2o�S�-oiz-4?--Etigible expenses shall be consistent with expenses the Owners would be responsible for under a land use application. �3. MONTHLY BILLING. As the City receives consuftant bills for incurred costs, the City will in tum send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall cease all reviews until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible e�enses the City has incuRed. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be retumed to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to retum the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat.§§415.01 and 366.012. CITY: CITY OF ORONO OWNE : By' I� `� B : � Y Its: �`� Its: �q ��. � ;.s.�',P�, -,z � ��_ y'. � �,� � ��:�� '�� j � k� ` 9 - . �y � �� .� .- �� r�� l fi�•' � . '�(5. �'s..y�r`�.%:i.��+t � :i g � ' 2 ' ' .' '�� e"' '"� P 4. ✓ . 'Y�£ _ b t:" S . S M �Ai�.G, �,, '^� wIj'r,{,. t -� � A .s'�1 h' � f sa. b � i� � '�`'��aS'�.p,o^'ha'1�� _ 3 } � S@�`:y�j � �, �`i�. p��r:��-�5�,.t� i� : � � , _`h � ��.�^� � rx � P -� • y��i�+� �a �� ' � 7� . �� y � ��I'!?�xi./W M�q� } F..� -. t:a. � 4. ;`tfi�: �fi ,va�a� ��i � £ �� - ��.}�� .. � 1 f � f* .. t� p L . :-ti� .�::�S.�w:�. . . ...�_ . f ..'N �`s' �-^�r 3 . � � �� /�/�.W �X� �.t�ra�� "°` t'A�:�. �;.� y �. ''' r ,�.� .�� SW ' ��b ;� S � F'�� , 1z �. r "' ' - ,r`" .�.'Sa-,�+r�'y [ �,�- '"" `F �y�' �'3+. '�� 3*�� F �s��."`� � $� �,�,��.�..� br a .�. � y ., �,e'e�, ,r,l s ; �a � x ' �� f�= :� $3 ` •2 ,1 . �r:, 'x e:..F�r*.�`'- � �"�` �.�j ,a s �O �, .-� z" z e �� i�h � ,i,� i � ,u '.F4 ��. � � .-'L T � " `=� s:� y:��` �s`'�' '� Z �`�' ' -.r a��*:% c _�."��`.i� Y '��ih�� {t-��`��- �'��,�,x��•� a �r ' ��',e.��- .��" '&�� ;a� ��:r� � � s��,y' �n i�� `�. 'M a;:'-+w�..� - �.+�," d.�, ..��-�t"' ies�.. �-�F-� ��}` _ a£,T�S "�.�.s LFt u:- 1�� - a �f G�.'u:.i' .JFFSh �y.. i�,w' City of Orono 2750 Kelley Parkway � Orono MN 55356 952-249-4600 Receipt No: 3.014301 Sep 24, 2015 John Leupke Planning and Zoning 2015-01241 2595 Lydiard 2.500.00 Cir 101-22205 Deferred Rev-Developer Deposit Total: 2.500.00 ; Check ! Check No: 116517739 2,500.00 � Payor: ' John Leupke � � Total Applied: 2,500.00 i --------------- ' Change Tendered: .00 � _______________ i09/24/2015 11:22AM i ' ` , , CITY OF ORONO * 2 0 1 5 — 0 1 2 4 1 * , � ' 2750 KELLEY PARKWAY DATE ISSUED: 09/24/2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2595 LYDIARD CIR PIN : 20-117-23-11-0004 LEGAL DESC : APPLE HILL : LOT 002 BLOCK 001 PERMTT TYPE : ESCROW FEE-APPLICANT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-APPLICANT NOTE: ESCROW FOR ZONING PERMIT#201�01241 FOR RETAINING WALL&NEW DRIVEWAY-PD BY:JOHN LEUPKE-CASHIERS CK#116517739-$2,500.00 APPLICANT ESCROW FEE-APPLICANT 2,500.00 TOTAL 2,500.00 LEUPKE,JOHN Payment(s) 2595 LYDIARD CHECK 11651773 2,500.00 EXCELSIOR,MN 55331- OWNER LEUPKE,JOHN 2595 LYDIARD EXCELSIOR,MN 55331- AGREEMENT AND SWORN STATEMENT The work for which this pertnit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. T'his permit is for only the work described and dces not gant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and bewme null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of l80 days at any time after work has commenced. The applicant esponsible for assuring all required inspections are requested in co f ance with the State Building Code.This permit may be �f A�, revok at y t e or due cause. � V�� G � �b �P`�f�L� �-� � 6 Z � ( c� � � , Appli t Permi e i ature Date Issued By Signa Date DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED mQPY PERMIT NO. COMPLETED ADDRESS 6�C[ ✓r civ`d OWNER TELEPHONE NO. CONTRACTOR /J DESCRIPTION /441i / e. H ! u,e'�( W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 REE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI ITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS • ❑ INSULATION 0 WOOD BURNER/FIREPLA 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP - ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 HARD COVER REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 0 FOUNDATION/REMOVAL - OWNERICONTRACTOR TO MEET YOU: YES_NO LI• COMMENTS: W ra,hew? n 4 - '!cn d sc,a < 4t W a Q z W W a d W 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) U CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN IDSTOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con • • on site: Inspector i_ r i_ White Copy/Inspector's File Canary Copy/Site Notice d SCHIMNOWSK1 ENGINEERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI,MN 55115 TEL 651779-7700 FAX 651779-7114 www.criterium-schimnowski.com October 14, 2015 (Revised October 28, 2015) John Leupke 2595 Lydiard Circle Orono, MN 55331 RE: Boulder Retaining Wall Evaluation 2595 Lydiard Circle Orono, MN Project No. 15-1811 Dear Mr. Leupke: This letter is being sent per your request regarding the recently constructed boulder retaining walls at the above address. This evaluation is based on the site visit I performed on October 13, 2015. The construction of the retaining walls appears to be structurally stable and in general conformance with boulder retaining wall and construction industry standards. The walls were constructed with stone of sufficient size and setback. Other typical construction details such as use of drainage elements and filter fabric also appeared to be followed correctly. As is normal for boulder retaining walls of this type, some wall movement and soil settlement should be expected. I recommend that concentrated areas of surface water should also be directed away from the walls. Numerous photos were taken for documentation, some of which have been provided as part of this report. Additionally, the soil conditions at the site met my initial soil bearing capacity requirement of 2000 pounds per square foot (psf). This evaluation was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009. Direct all surface drainage away from the retaining walls. If soil conditions, proposed layouts, or other design parameters vary from that assumed, a revised analysis might be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, Paul Schimnowski, PE LICENSED PROFESSIONAL ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS /' ASSOCIATION RESERVE/TRANSITION STUDIES Z5 q5 L1drarD� C/a/4- .. RESIDENTIAL/COMMERCIAL RETAINING WALL DESIGN&EVALUATIONS 2.015 — 01242 gelemi l Wall 1- Crivrway ryl ufitorvf— 2595 Lydiard Circle, Orono, MN October 28, 2015 Page 2 of 2 TERMS AND CONDITIONS This WALL EVALUATION and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1. Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are performed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER,to the best of ENGINEER's knowledge, information, and belief as of the date hereof. • No other warranty or guarantee, express or implied, is made. 2. Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not the ENGINEER, is responsible for the construction of the project,and that ENGINEER is not responsible for the acts or omissions of any contractor,subcontractor or material supplier;for safety precautions, programs or enforcement; or for construction means, methods,techniques, sequences and procedures employed by the Contractor. 4.OWNERSHIP OF DOCUMENTS:All reports,field data,field notes,calculations,estimates and other documents ('reports') prepared by Engineer, as instruments of service,shall remain the property of Engineer. Client agrees that all reports furnished to Client or his agents,which are not paid for,will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a period of five years following submission of the report,during which period the records will be made available to Client at all reasonable times. 5.TERMINATION: This agreement may be terminated by either party by written notice. In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither Client not ENGINEER may delegate,assign,sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 7. To the fullest extent permitted by law, Client and ENGINEER(1)waive against each other, and the other's employees, officers, directors, agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from, or in any way related to this wall design and written report, (2)agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and (3) if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys'fees and costs. CRITERIUM-SCHIMNOWSKI ENGINEERS TEL 651 779-7700 SCHIMNOWSKI ENGINEERS CRITERIUM-SCHIMNOWSKI ENGINEERS 161 DUNBAR WAY MAHTOMEDI, MN 55115 TEL 651 779-7700 FAX 651 779-7114 www.criterium-schimnowski.com October 14, 2015 John Leupke 2595 Lydiard Circle Orono, MN 55331 RE: Boulder Retaining Wall Evaluation 2595 Lydiard Orono, MN Project No. 15-1811 Dear Mr. Leupke: This letter is being sent per your request regarding the recently constructed boulder retaining walls at the above address. This evaluation is based on the site visit I performed on October 13, 2015. The construction of the retaining walls appears to be structurally stable and in general conformance with boulder retaining wall and construction industry standards. The walls were constructed with stone of sufficient size and setback. Other typical construction details such as use of drainage elements and filter fabric also appeared to be followed correctly. As is normal for boulder retaining walls of this type, some wall movement and soil settlement should be expected. I recommend that concentrated areas of surface water should also be directed away from the walls. Numerous photos were taken for documentation, some of which have been provided as part of this report. This evaluation was performed using the design guidelines presented in the third edition of the "Design Manual for Segmental Retaining Walls" (DMSRW) published by NCMA in 2009. Direct all surface drainage away from the retaining walls. If soil conditions, proposed layouts, or other design parameters vary from that assumed, a revised analysis might be needed. Please call me if you have any questions or need more information. Thank you. Sincerely, - .. Paul Schimnowski, PE 5E LICENSED PROFESSIONAL RECEIVED . ENGINEERS HOME&BUILDING INSPECTIONS STRUCTURAL EVALUATIONS �� 7015 ASSOCIATION RESERVE/TRANSITION STUDIES RESIDENTIAL/COMMERCIAL CITY OF ORONO r RETAINING WALL DESIGN&EVALUATIONSWiffeltai 10950 57th Avenue, Lake Elmo, Minnesota August 30, 2013 Page 2 of 2 TERMS AND CONDITIONS This WALL EVALUATION and ensuing recommendations is expressly made subject to the following terms and conditions to which all persons that receive and rely thereon agree: 1. Standard of Service—Services performed by ENGINEER under this agreement shall be performed in a manner consistent with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the time and in the locality the services are performed. • Client recognizes that interpretations and recommendations of ENGINEER are based solely on the information available to the company. • ENGINEER will be responsible for those interpretations and recommendations, but shall not be responsible for the interpretation by others of the information developed • Services provided reflect the professional judgment of ENGINEER, to the best of ENGINEER's knowledge, information, and belief as of the date hereof. • No other warranty or guarantee, express or implied, is made. 2. Said design is based entirely on and expressly limited by the scope of services ENGINEER has been employed by Client to perform and as described in WALL PROVISIONS and LIMITATIONS. 3. If the ENGINEER is hired for any construction phase services or site visits, it is understood that the Contractor, not the ENGINEER, is responsible for the construction of the project, and that ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor or material supplier;for safety precautions, programs or enforcement; or for construction means, methods, techniques, sequences and procedures employed by the Contractor. 4. OWNERSHIP OF DOCUMENTS: All reports,field data,field notes,calculations, estimates and other documents ('reports')prepared by Engineer, as instruments of service, shall remain the property of Engineer. Client agrees that all reports furnished to Client or his agents,which are not paid for, will be returned upon demand and will not be used by Client for any purpose whatever. Engineer will retain all pertinent records relating to the services performed for a period of five years following submission of the report,during which period the records will be made available to Client at all reasonable times. 5.TERMINATION:This agreement may be terminated by either party by written notice. In the event of termination, ENGINEER shall be paid for services performed and expenses incurred up to the termination notice date. Neither Client not ENGINEER may delegate, assign, sublet or transfer his/her duties or interest in this Agreement without the written consent of the other party. 7. To the fullest extent permitted by law, Client and ENGINEER (1)waive against each other, and the other's employees,officers, directors, agents, insurers, partners, and consultants, any and all claims for or entitlement to special, incidental, indirect, or consequential damages arising out of, resulting from,or in any way related to this wall design and written report, (2) agree that ENGINEER's total liability to Client shall be limited to the total amount of compensation received by ENGINEER and (3) if an action is brought against the ENGINEER and the ENGINEER prevails, ENGINEER shall be entitled to recover costs and expenses, including reasonable attorneys'fees and costs. A 1444 2,0111 RECENED OCT 2 0 2015 ' CRITERIUM-SCHIMNOWSKI ENGINEERS " TEL 651 779-7700 • s• CITY OF ORONO Location Photos Taken by: Inspection Date: CI: ; -T-ER,,IU MA® 2595 Lydiard Circle, Paul D Schimnowski,P.E. October 13,2015 Orono,MN ENGINEERS 4:,---", ,,,,,`. -, , A.-. .„----,,,,_....i.J.LL.. ..; ,,,,„,„,, , , _ . . ,. . , .. .,„„. , . , , ,„.., .., i, .., . if------41,,, ii. , 1 ,„ .. , M a4 a - .t"" ernw r�s � �. �k cis,- €`'' ,, ,`� s ✓. dad t ... .� > 1 2595 Lydiard,Orono MN 2 Boulder wall in good condition and per design. atd' N x,36 P t t` t t e . .y w^k'yp'R.�5'`. JAL Yt �' , •*'` a h d xg, ., �a d • e, ' .ae ,� W..�. 71A :za n • p r 3 Site soils adequate for wall construction. 4 Wall dimensions per design. ED OCT 2 IVE02015 CITY RECof oc oro ' Christine Mattson From: Christine Mattson Sent: Friday, October 23, 2015 2:39 PM To: 'jrleupke@gmail.com' Subject: 2595 Lydiard Circle/#2015-01242 Attachments: 2595 Lydiard Circle.pdf John, Our engineer has performed a desk review of the as-built survey and has the following comment: The confirmation of the soil bearing capacity at the retaining wall site as required by the permit was not provided. Confirmation must be provided prior to close out of this permit. Attached is a copy of the issued permit. The soil bearing report was required prior to the construction of the retaining wall. Please provide us with a copy of the soil bearing capacity report. While we are waiting for a copy of the soil bearing capacity report, I will have an inspector visit the site to ensure the as- built survey accurately reflects the current site conditions. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN I 55356 (physical address) PO Box 66 I Crystal Bay I MN 155323-0066 (mailing address) 952.249.4620 18 952.249.4616 ® cmattson@ci.orono.mn.us ; ® www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Wednesday, November 11, 2015 1 City of Orono ) Hardcover Calculation Worksheet Property Address: 2595 Lydiard Circle (Our Survey No. 151051) .' Prepared by: Thomas M. Bloom L.S. 42379 Date: 10/15/2015 c. 44-ES H oO" Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 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 Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) (Garage) (24'x 30') (720) S.F. A House 2,049 S.F. B Concrete surfaces 208 S.F. C Decks 36 S.F. D 'Bit._ Drive 3,177 S.F. E Ret. Wall 254 S.F. F S.F. G S.F. H S.F. S.F. S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. y .� �._. - _ - S.F. Z S.F. (1) Total Existing Hardcover 5,724 S.F. Excludable Hardcover(See City Code Sec 78-1684) Ret. Walls 254 S.F. Decks with 1/4" spacing(Width needs to be verified) _ 36 S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover 290 S.F. (3) Net Existing Hardcover 5,434 S.F. (4) Total Lot Area 20,351 S.F. Existing Hardcover Percentage [(3)/(4)] 26.70% RECEIVED 2595 Lydt and CI rc OCT 2 0 2015 20I5- 01142- CITY OF ORONO /�S-BUiif CQlciALafuN