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2016-03-02 P&Z
CH COLUMBIA HEIGHTS Planning and Zoning Commission Meeting March 2 "d, 2016 7:00pm Columbia Heights City Hall 590 40th Avenue NE Columbia Heights, MN 55421 1. Call to Order a. Approval of November 4th, 2015, Planning and Zoning Commission Meeting Minutes 2. Public Hearings a. Case # 2016 -0301, Site Plan Approval 3836 Stinson Boulevard NE. Jay Feider, Stanley Wencl 3. Other Business a. Ordinance No.1626, Text Amendment Amending City Code of 2005 relating to automotive uses b. Planning and Zoning Commission vacancy Interviews: Monday, February 22 "d, 2016 Formal appointment: Monday, March 14th, 2016 4. Adjourn 3 -2 -16 DRAFT MINUTES OF PLANNING AND ZONING COMMISSION NOVEMBER 4, 2015 7:00 PM The meeting was called to order at 7:00 pm by Chair Szurek. Commission Members present- Buesgens, Lee, Hoium, and Szurek. Members Absent: Fiorendino Also present were Elizabeth Holmbeck (Planner), and Shelley Hanson (Secretary) along with Council Liaison, John Murzyn. Motion by Buesgens, seconded by Hoium, to approve the minutes from the meeting of October 6, 2015. All ayes. MOTION PASSED. Szurek asked what the outcome of last month's LED sign requests were. Hohnbeck told her the City Council followed the recommendations of the Planning & Zoning Commission and approved the CUP with the conditions noted, but denied the Variance regarding the size of the sign. She stated the applicant has decided to wait until the sign code is changed to decide if he will proceed investing in an LED sign based on the size that will be allowed. PUBLIC HEARINGS CASE NUMBER: 2015 -1101 APPLICANT: John Holmberg, Owner LOCATION: 4224 2nd Ave NE REQUEST: Variance Holmbeck stated that John Holmberg is requesting a Variance for a proposed accessory structure (garage) at the property located at 4224 2" St. NE. The Variance request is for the following three deviations from City Code: 1. Waiver to Section 9.106 (C) (1) (c)- allowing an accessory structure to be located to the side of the principal structure, rather than behind the building line. City Code requires that detached accessory structures be located behind the principal structure building line. 2. Waiver to Section 9.106 (C) (1) (e)- allowing the combination of accessory structures to exceed the maximum allowed square footage by 8 square feet. City Code allows for a maximum of 1,000 square feet in area, for accessory structures. The applicant is proposing to have two accessory structures on the lot, with a combination of 1,008 square feet in area. 3. Waiver to Section 9.106 (C) (1) (f)- allowing an accessory structure to exceed the maximum allowed height by 2 feet and 7 inches. City Code requires that accessory structures do not exceed 18 feet in height. The proposed garage height is 20' 7 ". P & Z Minutes Page 2 Nov 4, 2015 ZONING ORDINANCE The property is located in the R -2A, One and Two Family Residential Zoning District. The properties to the north, south, east and west are also located in the R -2A, One and Two family Residential Zoning District. The properties to the southeast are located in the R -2B, Built as Duplexes Zoning District. COMPREHENSIVE PLAN The Comprehensive Plan designates this area for low density residential. Being that the proposed accessory structure would be for the existing house on the property, the Variance request is consistent with the types of uses guided for this area. FINDINGS OF FACT a) Because of the particular physical surroundings, or the shape, configuration, topography, or other conditions of the specific parcel of land involved, strict adherence to the provisions of this article would cause practical difficulties in conforming to the zoning ordinance. The applicant, however, is proposing to use the property in a reasonable manner not permitted by the Zoning Ordinance. The applicant's property is a larger parcel when compared to many of the lots in Columbia Heights. The parcel is comprised of three 40 foot lots, and one 20 foot lot. The lots were previously combined at some time in the past. In order to keep the existing garage and utilize the alley for access to the new garage, the applicant is proposing to build the garage in the backyard, but off to the side of the existing house. Currently, there would not be enough room to keep the existing garage and add an additional garage behind the building line of the home. The applicant has stated that the house on the property is small, and as such, poses difficulties in terms of storage on the property. The previous owner had built a carport attached to the existing garage and two additional sheds on the parcel. The applicant is proposing to take down these structures. The original garage would be kept on the property, directly behind the house, and the new garage would be constructed in the backyard, off to the side of the home. According to the applicant, the height and square footage Variance requests, will allow the property owner to maximize storage on the property. b) The conditions upon which the Variances are based are unique to the specific parcel of land involved and are generally not applicable to other properties within the same zoning classification. This is correct. The majority of the lots in Columbia Heights range from 40, 50, and 60 feet in width. The subject property's dimensions are 140 X 130 with total of 18,200 square feet. The majority of the lots throughout the City are on average, between 5,200 and 9,100 total square feet. The subject property is well over double the total square footage of a typical lot in Columbia Heights. P & Z Minutes Page 3 Nov 4, 2015 C) The practical difficulties are caused by the provisions of this article and have not been created by any person currently having a legal interest in the property. This is correct. d) The granting of the Variance is in harmony with the general purpose and intent of the Comprehensive Plan. This is correct. The Comprehensive Plan designates this property as low density residential. The applicant is proposing a modern garage for the existing single family home. e) The granting of the Variance will not be materially detrimental to the public welfare or materially injurious to the enjoyment, use, development or value of property or improvements in the vicinity. This is correct. The granting of the variances should not be materially detrimental to the public welfare or the use of the properties in the vicinity. Additionally, since the public hearing notices were sent out to the neighboring properties within 350 feet of the subject property, and posted in the local paper, there have been no concerns brought forth at this time. Staff recommends approval of the Variances for an accessory structure, to be located at 4224 2 "d Street NE. Ouestions from members: Hoium asked why the garage had to be placed completely behind the house. He said he has observed others throughout the city that are positioned differently -but agrees they should be placed even with the house line or back. Holmbeck said there are many throughout the City that were built before the current language was added to the code. He then asked why the garage had to be 207' in height. Lee asked if there would be an apartment in the top area of the garage. Holmbeck told members that dwelllings units above a detached garage space are not allowed by our code. He can use it for a studio space or storage space, but no one can reside in the space. Szurek asked if the existing shed would be removed, and if it is, he could position the structure properly. She stated it will look like two homes are located on this property. P & Z Minutes Page 4 Nov 4, 2015 Public Hearing Opened. John Holmberg, the applicant was present to answer these questions. He told members that the existing garage will be kept, but the additions to the garage will be removed along with the carport and 2 sheds. The old garage will have 280 sf and the new garage is proposed to be 728 sf for a total of 1008 sf. This will comply with the maximum number of accessory building allowed, which is two. Holmberg stated that he deliberately designed the new garage structure to look like the house as he thought it would be aesthetically pleasing, and that is the reason for the extra height. He is aware that he cannot use the upper space as a dwelling unit. He said it is planned for storage only. Public Hearing closed. Motion by Buesgens, seconded by Hoium, to close the public hearing and waive the reading of Resolution 2015 -89, there being ample copies available to the public. All ayes. MOTION PASSED. Motion by Buesgens, seconded by Hoium, that the Planning Commission recommends the City Council approve the Resolution No. 2015 -89 approving Variances for the property located at 4224 2"d Street NE., 1. Waiver to Section 9.106 (C) (1) (c)- allowing an accessory structure to be located to the side of the principal structure, rather than behind the building line. City Code requires that detached accessory structures be located behind the principal stricture building line. 2. Waiver to Section 9.106 (C) (1) (e)- allowing the combination of accessory structures to exceed the maximum allowed square footage by 8 square feet. City Code allows for a maximum of 1, 000 square feet in area, for accessory structures. The applicant is proposing to have two accessory structures on the lot, with a combination of 1, 008 square feet in area. 3. Waiver to Section 9.106 (C) (1) 69- allowing an accessory structure to exceed the maximum allowed height by 2 feet and 7 inches. City Code requires that accessory structures do not exceed 18 feet in height. The proposed garage height is 20' 7 ". All ayes. MOTIONPASSED. The following Resolution will go to the City Council Monday, November 9, 2015. P & Z Minutes Page 5 Nov. 4, 2015 RESOLUTION NO. 2015-89 RESOLUTION APPROVING A VARIANCE FROM CERTAIN CONDITIONS OF THE CITY OF COLUMBIA HEIGHTS ZONING CODE FOR 4224 2ND STREET NE. WHEREAS, a proposal (Case # 2015 -1101) has been submitted by John Holmberg to the City Council requesting a Variance from the City of Columbia Heights Zoning Code at the following site: ADDRESS: 4224 2 "d Street NE. LEGAL DESCRIPTION: On file at City Hall. THE APPLICANT SEEKS THE FOLLOWING RELIEF: 1. Waiver to Section 9.106 (C) (1) (c)- allowing an accessory structure to be located to the side of the principal structure, rather than behind the building line. City Code requires that detached accessory structures be located behind the principal structure building line. 2. Waiver to Section 9.106 (C) (1) (e)- allowing the combination of accessory structures to exceed the maximum allowed square footage by 8 square feet. City Code allows for a maximum of 1,000 square feet in area, for accessory structures. The applicant is proposing to have two accessory structures on the lot, with a combination of 1,008 square feet in area. 3. Waiver to Section 9.106 (C) (1) (f)- allowing an accessory structure to exceed the maximum allowed height by 2 feet and 7 inches. City Code requires that accessory structures do not exceed 18 feet in height. The proposed garage height is 20' 7 ". WHEREAS, the Planning and Zoning Commission has held a public hearing as required by the City Zoning Code on November 4th, 2015; WHEREAS, the City Council has considered the advice and recommendations of the Planning and Zoning Commission regarding the effect of the proposed variance upon the health, safety, and welfare of the community and its Comprehensive Plan, as well as any concern related to traffic, property values, light, air, danger of fire, and risk to public safety, in the surrounding area; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Columbia Heights that the City Council accepts and adopts the following findings of the Planning Commission: 1. Because of the particular physical surroundings, or the shape, configuration, topography, or other conditions of the specific parcel of land involved, strict adherence to the provisions of this article would cause practical difficulties in conforming to the zoning ordinance. The applicant, however, is proposing to use the property in a reasonable manner not permitted by the zoning ordinance. 2. The conditions upon which the variance is based are unique to the specific parcel of land involved and are generally not applicable to other properties within the same zoning classification. 3. The practical difficulties are caused by the provisions of this article and have not been created by any person currently having a legal interest in the property. 4. The granting of the variance is in harmony with the general purpose and intent of the Comprehensive Plan. P & Z Minutes Page 6 Nov 4, 2015 5. The granting of the variance will not be materially detrimental to the public welfare or materially injurious to the enjoyment, use, development or value of property or improvements in the vicinity. FURTHER, BE IT RESOLVED, that the attached plans, maps, and other information shall become part of this variance and approval; and in granting this variance the city and the applicant agree that this variance shall become null and void if the project has not been completed within one (1) calendar year after the approval date, subject to petition for renewal of the permit. Passed this 9b day of November, 2015. A. Auto Related Uses - Moratorium - Ordinance 1622 Based on the request from the Planning & Zoning Commission to pursue a moratorium on all auto related uses throughout the City of Columbia Heights, Ordinance 1622 will go before the City Council November 9a' and November 23d to place a 6 month moratorium. This will allow time to complete a study assessing the need for an amendment to the Zoning Ordinance as it pertains to auto related uses. B. Floodplain Ordinance Update - Ordinance 1623 Under the direction of the Federal Emergency Management Agency (FEMA) and the Minnesota Department of Natural Resources ( MNDNR), Cities throughout Anoka County are tasked to update their floodplain ordinances to incorporate new countywide Flood Insurance Rate Maps (FIRM). These maps will become effective December 16`s, 2015. The City current ordinance as it relates to floodplain management, dates from 1993. Since 2005, FEMA has added some new required language, and the MNDNR has made revisions to the State's model ordinances. Ordinance No. 1623 (attached) includes the required updates and must be adopted by the City Council. This ordinance will amend Section 9.113 (B) of the Zoning Ordinance. The new countywide Flood Insurance Rate Maps are available to view at City Hall during regular business hours. C. Reminder of League of MN Cities On -Site Training Holmbeck reminded members of the training that will be held at City Hall on Tuesday, November 170' at 3:00 pm. She stated that this training is for members of the Planning Commission, and that the City Council has also been invited. The training is expected to last approximately two hours. The meeting was adjourned at 7:28 pm. Respectfully submitted, Shelley Hanson Secretary CH COLUMBIA HEIGHTS CITY OF COLUMBIA HEIGHTS PLANNING AND ZONING COMMISSION PLANNING REPORT CASE NUMBER: 2016 -0301 DATE: March 2, 2016 TO: Columbia Heights Planning and Zoning Commission APPLICANT: Jay Feider, Stanley and Wencl DEVELOPMENT: Stinson Business Center LOCATION: 3836 Stinson Blvd. NE., Columbia Heights, MN 55421 REQUEST: Site Plan Approval PREPARED BY: Elizabeth Holmbeck, City Planner INTRODUCTION On behalf of Stanley and Wencl, Jay Feider has applied for Site Plan Approval, and is proposing to construct a new commercial building on the property located at 3836 Stinson Blvd. NE. The property has been vacant for approximately four years. The existing building has been demolished, and the applicant is proposing to build a two - phased development on the vacant lot. The first phase will include a 5,120 sq. ft. commercial building, which will house a dental office and one -two other tenants. The dentist office is an expansion of an existing Columbia Heights business, Care Point Dental, currently located on Central Avenue. The existing office location is not expected to close rather the new one will be part of an expansion. Phase one construction is expected to begin this spring. The owner of the property is planning to be open for business this summer and is seeking one -two other commercial - medical tenants to lease the other side of the building. Phase two is for a proposed 10,240 sq. ft. building which will be marketed to other commercial - medical types of uses. Currently there is no construction timeline for phase two. The building will be marketed to commercial - medical types of uses that are permitted within that Zoning District. The proposed development will include a 10 foot wide bituminous public trail on the north side of the lot and a decorative water ponding feature on the west side of the lot. A narrative provided by the applicant, is attached for your review. ZONING ORDINANCE The property located at 3836 Stinson Blvd. NE. is located in the Limited Business Commercial Zoning District. The properties located to the north and south are located in the Limited 3836 Stinson Blvd. NE. City of Columbia Heights Planning and Zoning Commission March 2, 2016 Planning Report Page 2 Business Commercial Zoning District. The properties to the west are zoned in the Pubic Open Space District and the R -3, Multiple Family Residential District. The properties to the east are located in the City of St. Anthony. COMPREHENSIVE PLAN The Comprehensive Plan's future land use plan, guides this property for High Density Residential. The Comprehensive Plan designates this property and the surrounding area as an area of opportunity, specifically guided as Transit Oriented Mixed -Use Development. The City's Mixed -Use Districts allow for residential, commercial, and institutional uses The intersection at Stinson Boulevard and 37th Avenue NE., just south of the subject property, is a major roadway with in the community. Since this is considered a gateway to the City, development at this intersection should be attractive and facilitate commercial and retail opportunities. The proposed Stinson Business Center, which will enhance the economic viability of the area, is consistent with the goals and intent of the Comprehensive Plan. The City will be reconstructing Stinson Boulevard from 37`" Avenue NE to Silver Lane. The reconstruction will include a bituminous trail along Stinson Boulevard from 37`h Place to 40th Avenue NE. The street reconstruction is expected to begin in May and be completed in October. The proposed Stinson Business Center development will include a public trail on the parcel, which will enhance the pedestrian and transit connections to the surrounding area and newly reconstructed Stinson Boulevard. DESIGN GUIDELINES The subject property is not located in the Design Guideline Overlay District and as such, is not governed by the Design Guideline standards. SITE PLAN The proposed Site Plan is for Phase 1 and Phase 2 of the Stinson Business Center Development. Phase 1 construction is expected to begin this spring. The applicant has indicated that Phase 2 will be completed at a later date. When Phase 2 constructions plans are submitted, staff will review to ensure the plans meet the approved Site Plan. If the plans for Phase 2 change significantly from what is approved by the City Council, the applicant will be required to resubmit for Site Plan Approval before construction can begin. Specific site requirements such as governance of the public trail and storm water retention pond will be outlined in a Development Contract, and approved by the Columbia Heights City Council at a later date and prior to construction. 1. Parking The proposed plan identifies 34 parking stalls for Phase 1 of the development. Staff believes this number is adequate, as it is exceeds the minimum zoning requirement. The Zoning Ordinance requires 1 parking space per 300 sf, gross floor area for a Medical or Dental Clinic. By City of Columbia Heights Planning and Zoning Commission March 2, 2016 Planning Report Page 3 this standard, the plan exceeds the required 17 required spaces with an additional 17 spaces (5,120 sf /300 =17). Parking requirements are determined by the use of the property. For Phase 2 of the development, the plan identifies 30 additional stalls. The owner is intending to market the remaining space to other medical type uses. Staff has performed calculations based on other permitted types of uses in the Limited Business Zoning District. If the intended use changes when Phase 2 is finished, staff believes the parking will be sufficient for the other allowable uses in this zoning district. However, staff has added a condition to the Site Plan to ensure parking requirements are met in the future. The applicant is required to meet the parking requirements for Phase 2 based on the use of the building. 2. Access The site will be served by two access points. The main entrance off Stinson Boulevard is considered the primary access point. The access on McKinley Street is the secondary access point. Due to the City's street reconstruction on Stinson Boulevard, the business will most likely, depending on construction timing, use the access on McKinley Street during the street reconstruction. 3. Landscape The proposed landscaping materials are shown on the attached Landscape Plan. The applicant is proposing a storm water retention pond to be located on the southwest corner of the parcel. The applicant is proposing to plant trees and shrubs which will complement the layout of the development. The proposed development will be within close proximity to Prestemon Park. The bituminous trail which will span the north end of the parcel from Stinson Boulevard to McKinley St. will provide pedestrian connectivity to nearby amenities within the surrounding area. FINDINGS OF FACT Section 9.104 (N) of the Zoning Ordinance outlines four findings of fact that must be met in order for the City to approve a Site Plan. They are as follows: a. The Site Plan conforms to all applicable requirements of this article. The applicable Zoning Code requirements are achieved. b. The Site Plan is consistent with the applicable provisions of the City's Comprehensive Plan. The Comprehensive Plan guides this area for High- Density Residential and Mixed Use Transit Oriented Development. The proposed Site Plan for the property is consistent with the intent of the Comprehensive Plan. c. The Site Plan is consistent with any applicable area plan. City of Columbia Heights Planning and Zoning Commission March 2, 2016 Planning Report Page 4 There is no area plan for this parcel. d. The Site Plan minimizes any adverse impacts on property in the immediate vicinity and the public right -of -way. The proposed Site Plan for the Stinson Business Center meets all the minimum setback requirements and general development standards outlined in the Zoning Code. Therefore, the properties in the immediate vicinity of the proposed development should not be adversely impacted. RECOMMENDATION Motion: Move to waive the reading of Resolution No. 2016 -PZ01, there being ample copies available to the public. Motion: Move to adopt Resolution No. 2016 —PZ01, being a resolution approving a Site Plan, for the proposed Stinson Business Center, subject to the following conditions: I. The building and site shall be meet all requirements found in the Fire Code and the Building Code. 2. Trash and /or recycling collection areas shall be enclosed on at least three sides by an opaque screening wall or fence no less than six feet in height. The open side of the enclosure shall not face any public street or the front yard of any adjacent property. 3. Mechanical equipment shall be placed and /or screened so as to minimize the visual impact on adjacent properties and from public streets. 4. The Developer shall meet the requirements outlined in the attached report from the Public Works Director /City Engineer, dated February 25, 2016. S. All City Storm Water Management requirements, as well as Rice Creek Watershed requirements, shall be achieved for this property. 6. The Developer must satisfy engineering and site development requirements outlined in the Development Contract for Stinson Business Center, to be approved by the City Council at a later date, and prior to construction. 7. The Developer is required to meet the parking requirements for Phase 2 based on the use of the building. 8. If the proposed plans for Phase 2 deviate from the approved Site Plan, the Developer will be required to reapply for Site Plan Approval. 9. The Developer shall install a 10 foot wide bituminous trail along the north end of the subject property from Stinson Boulevard to McKinley St. NE. 10. Site and elevation plans included in this submittal, dated February 5, 2016 and January 27, 2016 shall become part of this approval. 11. All other applicable local, state, and federal requirements shall be met at all times. City of Columbia Heights Planning and Zoning Commission March 2, 2016 Planning Report Page 5 ATTACHMENTS Resolution No. 2016 -PZ01 Application (2) Applicant's Narrative (1) Location Map (1) Public Works Report (1) Hydrocad Report (16) Hydrocad Report Phase 1 (16) Site Drainage Narrative and Calculations (4) Site Plan (12) RESOLUTION NO.2016 -PZO3 A resolution of the Planning and Zoning Commission for the City of Columbia Heights, Minnesota, Whereas, a proposal (Case # 2016 -0301) has been submitted by Jay Feider on behalf of Stanley and Wencl, to the Planning and Zoning Commission requesting Site Plan Approval from the City of Columbia Heights at the following site: Address: 3836 Stinson Boulevard NE., Columbia Heights, MN 55421 Legal Description, On file at City Hall. The applicant seeks the following• Site Plan Approval for a proposed commercial building to be located at 3836 Stinson Boulevard NE. Whereas, the Planning and Zoning Commission has held a public hearing as required by the City's Zoning Code, on March 2, 2016. Whereas, the Planning and Zoning Commission has considered the advice and recommendations of City Staff regarding the effect of the proposed Site Plan upon the health, safety, and welfare of the community and its Comprehensive Plan, as well as any concerns related to compatibility of uses, traffic, property values, light, air, danger of fire, and risk to public safety in the surrounding areas; and Now, therefore, in accordance with the foregoing, and all Ordinances and regulations of the City of Columbia Heights, the Planning and Zoning Commission of the City of Columbia Heights makes the following: FINDINGS OF FACT 1. The site plan conforms to all applicable requirements of this article. 2. The site plan is consistent with the applicable provisions of the city's comprehensive plan. 3. The site plan is consistent with any applicable area plan. 4. The site plan minimizes any adverse impacts on property in the immediate vicinity and the public right - of -way. Further, be it resolved, that the attached conditions, maps, and other information shall become part of this approval; and in granting this approval the City and the Applicant agree that this Site Plan shall become null and void if the project has not been completed within one (1) calendar year after the approval date, subject to petition for renewal of the permit. Conditions Attached: I. The building and site shall be meet all requirements found in the Fire Code and the Building Code. 2. Trash and /or recycling collection areas shall be enclosed on at least three sides by an opaque screening wall or fence no less than six feet in height. The open side of the enclosure shall not face any public street or the front yard of any adjacent property. 3. Mechanical equipment shall be placed and /or screened so as to minimize the visual impact on adjacent City of Columbia Heights — Planning and Zoning Commission Resolution Page 2 properties and from public streets. 4. The Developer shall meet the requirements outlined in the attached report from the Public Works Director /City Engineer, dated February 25, 2016. 5. All City Storm Water Management requirements, as well as Rice Creek Watershed requirements, shall be achieved for this property. 6. The Developer must satisfy engineering and site development requirements outlined in the Development Contract for Stinson Business Center, to be approved by the City Council at a later date, and prior to construction. 7. The Developer is required to meet the parking requirements for Phase 2 based on the use of the building. 8. If the proposed plans for Phase 2 deviate from the approved Site Plan, the Developer will be required to reapply for Site Plan Approval. 9. The Developer shall install a 10 foot wide bituminous trail along the north end of the subject property from Stinson Boulevard to McKinley St. NE. 10. Site and elevation plans included in this submittal, dated February 5, 2016 and January 27, 2016 shall become part of this approval. 11. All other applicable local, state, and federal requirements shall be met at all times. ORDER OF THE PLANNING AND ZONING COMMISSION Passed this 2nd day of March, 2016 Offered by: Seconded by: Roll Call: Attest: Shelley Hanson, Secretary Rob Fiorendino, Acting Chair CITY OF COLUMBIA HEIGHTS SITE PLAN REVIEW APPLICATION To be Mod out by W. CASE NO.: APPLICABLE ORDINANCE NO.: 8.104 (M) PRESENT ZONING: PRESENT LAND USE PLAN DESIGNATION: To be Nod oW byAPPNOant: DATE RECEIVED: DATE OF LETTER OF COMPLETION: APPROVAL DATE PER STATUTE: REVIEW PERIOD EXTENDED: PROJECT PROPOSED NAME OF DEVELOPMENT: ADDRESS/LOCATION: .. i PRESENT USE OF PROPERTY: &.0 On&* 8)"mm USE Pop 1 of 2 PAGER CELL # mil• i _&17_7230 ADDRESS :�'It a D.1V PITY F. - STATE t. ZIP • FEE OWNER OF PROPERTY :0012 IMWE��_ ADDRESS PHONE FAX CITY it _ •i L. STATE AN ZIP / r Pop 1 of 2 CITY OF COLUMBIA HEIGHTS SITE PLAN REVIEW APPLICATION THIS APPLICATION IS SUBJECT TO ACCEPTANCE BY THE CITY PLANNER AND REVIEW OF APPLICATION AND NECESSARY MATERIALS BEING SUBMITTED. ENGINEERING APPROVAL MAY ALSO BE REQUIRED AND MUST MEET ENGINEERING REQUIREMENTS SET BYTHE CITY ENGINEER OR CONTAINED IN THE CITY CODE. ITEMS T P A Site Plan eubnittals as reQulrecl In the alledred application ChOWst shoMRng what is Proposed for property. P" Plan Review Fee $ ZSO • "o TOTAL AMOUNT RECEIVED = _DD.pD CITY RECEIPT NUMBER ifs 3 2 L}-1 DATE RECEIVED -2L3[16 AdcnowledgemenI The undersigned hereby repraseclts upon 91 Of the Penalties of law, for the Purpose of indudng the Clly of Columbia Heights to take the action herein requested, that all statements herein are true end that as work hvsrakr mentioned will be done in accordance with the Ordinances of the qty of ColUnWie Heights and the State of Minnesota: r T;.rrn 2-1511 APPrWW by the Columbia Heights PienNfg Cormasslon on Approved by the Coknbia He1pMa City Counos on Page 2 of 2 VIVID Stanley a Wencl STINSON BUSINESS CENTER We are proposing a new 5120 s. f building that can be expanded by 10,240 s. f. in the future, if demand for space in the area is needed. The Owner is Dr. Mohammad Salad and he will be occupying approximately 2,100 s. f. for his dental practice. This will lease approximately 3,000 s. f. for lease. Dr. Salad is hoping the demand for space will allow him to expand the building at some point, helping his investment and the community. The building and site is being designed for both phases so we meet all codes and requirements for the overall project. Thank you for your consideration. / I Jay W. Feider Ad&,,,, 8786 Egan Drive, Savage, MN 55378.2561 Office: 952.226.1100 web: www.slanleyandwencLwm Carepoint Dental is a full- service Dental practice with a patient- centric focus that includes Preventative Dental Care, Restorative, Cosmetic Dentistry, Gum Disease Treatment, Tooth Extraction, Root Canal Treatment, Dental Implants and Tooth Whitening. Our goal is to address Dental needs of Columbia Heights residents. Our dentist, dental hygienist, clinical assistants, Dental therapist and office staff have been carefully chosen not only for their high qualifications and professional skills, but also for their ability to put patients first and at ease. We value all of our patients and strive to provide the highest quality care in a warm and caring environment. Our staff works as a team, with dedication and pride, to customize the treatment for each of our patients in order to maximize their oral health. In this regard we have over grown our current location to meet the growing demands of the residents of Columbia Heights and its surrounding cities necessitating the building of new clinic. Dr. Mohammad Salad, Owner of Carepoint Dental graduated from University of Minnesota and is committed to providing the highest quality care to the residents of Columbia Heights. i �NNppK�p �OUNTY 3836 Stinson Blvd. NE. 3946 Z N a 3940 3934 3 928 3922 3916 J 910 3906 1853 A p� :825 HART LAKE 1 I_ 37TH AVE NE - .. Annl FTO:o p:own Gpm -y �f SO id z z > la z 0 z N 0 J S Scale 12400 C N z F- _ -37TH AVE NF - .. . . . . . . . . m CITY OF COLUMBIA HEIGHTS Public Works Department TO: ELIZABETH HOLMBECK, CITY PLANNER LARRY PEPIN, BUILDING OFFICIAL FROM: KEVIN HANSEN PUBLIC WORKS DIRECTOR/CITY ENGINEER DATE: February 25, 2016 SUBJECT: Stinson Business Center (3836 Stinson Blvd) Plan Review I have reviewed the prelim/final plan submittal packet dated 02/05/16, and have the following requirements/comments for final plan approval: Gradine • The project Erosion Control Plan / SWPPP indicates a concrete vehicle washout(s) will be allowed on- site. All liquid and solid wastes generated by concrete washouts operations must be contained in a leak- proof containment facility or impermeable liner. The MNPCA guidance document wq- strm2 -24, for washout guidance is attached. • All erosion control measures shall be installed and inspected by the Engineering department prior to any site activities beginning. • All slopes greater than 3:1 shall be provided erosion control blanket. • Provide a $5,000 erosion control / site restoration letter of credit for the duration of the project. • Catch basin inlet protection, such as Wimco's or equivalent shall be provided on catch basins until restoration is completed. • The drainage Swale from the phase I parking to the pond shall be restored with wood fiber blanket or approved product. • Please permanent protection to the `yard drain' that collect building runoff on the south side of the site. The location of this yard drain should have a permanent marker. ROW / Utilities • Provide the City with a copy of required Rice Creek Watershed permit including any review comments prior to site grading beginning. • With Stinson Boulevard under construction in 2016, site access and service connections will have to be coordinated between projects. • It should be noted that the watermain in Stinson Blvd will be replaced with new 8 -inch DIP main. • If the existing sanitary sewer line is found to in need of lining or unserviceable — a new sanitary service should be provided with a Wye connection outside of the public manhole. • Site /Civil work shall be inspected by the City Engineering Department (connection to public utilities system). 24 -hour advance notice of an inspection is required. If you have any questions or need further information, please contact me at (763) 706 -3705. C: Lauren McClanahan, Public Works Superintendent Kathy Young, Assistant City Engineer KH:kh G: \Users\Pubhc Works \plan reviews\2016\3836 Stinson Blvd—Final Site Plan.doc oEl\ 1R MCKINLEY ST EXIST E2 Al STINSON BLVD ROOF AREA 1P A2 INFILTRATIO t SIN 2R PROPOSED (SAb4 Reach on Link KIN DIRECT RO STINSON 1591 HYDROCAD REPORT Type 11 24 -hr 2 year (2.8') Rainfall= 2.80" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD ®10.00 -15 s/n 09025 @2015 HydroCAD Software Solutions LLC Page 2 Time span= 0.00- 240.00 hrs, dt =0.01 hrs, 24001 points x 2 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv. Reach routing by Dyn -Stor -Ind method - Pond routing by Dyn -Stor -Ind method SubcatchmentAl: ROOF AREA Runoff Area = 51,667 sf 82.56% Impervious Runoff Depth= 2.17" Tc =12.0 min CN =61/98 Runoff =3.23 cfs 9,352 cf SubcatchmentA2: DIRECT RO MCKINLEY Runoff Area =2,442 sf 34.40% Impervious Runoff Depth= 1.08" Tc =5.0 min CN =61/98 Runoff =0.09 cfs 219 cf SubcatchmentA3: DIRECT RO STINSON Runoff Area =2,926 sf 10.66% Impervious Runoff Depth = 0.54" Tc =5.0 min CN =61/98 Runoff =0.05 cfs 130 cf SubcatchmentEl: MCKINLEYST RunoffArea= 34,104 sf 44.11% Impervious Runoff Depth= 1.30" Tc =12.0 min CN =61/98 Runoff =1.21 cfs 3,685 cf SubcatchmentE2: STINSON BLVD RunoffArea= 22,931 sf 57.43% Impervious Runoff Depth= 1.60" Tc =10.0 min CN =61/98 Runoff =1.10 cfs 3,058 cf Reach 1 R: EXIST Inflow =2.30 cfs 6,743 cf Outflow =2.30 cfs 6,743 cf Reach 2R: PROPOSED Inflow =1.86 cfs 5,060 cf Outflow =1.86 cfs 5,060 cf Pond 1P: INFILTRATIONBASIN Peak Elev= 952.22' Storage =3,248 cf Inflow =3.23 cfs 9,352 cf Discarded =0.07 cfs 4,642 cf Primary=1.84 cfs 4,711 cf Outflow =1.91 cfs 9,353 cf Total Runoff Area = 114,070 sf Runoff Volume = 16,444 cf Average Runoff Depth = 1.73" 36.86% Pervious = 42,047 sf 63.14% Impervious = 72,023 sf 1591 HYDROCAD REPORT Type 11 24 -hr 2 year (2.8') Rainfall = 2.80" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCADO 10.00 -15 s/n 09025 0 2015 HydroGAD Software Solutions LLC Page 3 Summary for Subcatchment Al: ROOF AREA Runoff = 3.23 cfs @ 12.03 hrs, Volume= 9,352 cf, Depth= 2.17" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall= 2.80" Area (so CN Description 42,658 98 ROOF & BITUMINOUS 9,009 61 GRASS 51,667 92 Weighted Average 9,009 17.44% Pervious Area 42,658 82.56% Impervious Area Tc Length Slope Velocity Capacity Description 12.0 Direct Entry, BIT AND GRASS Summary for Subcatchment A2: DIRECT RO MCKINLEY Runoff = 0.09 cfs @ 11.96 hrs, Volume= 219 cf, Depth= 1.08" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall= 2.80" Area (sf) CN Description 840 98 BITUMINOUS 1,602 61 GRASS 2,442 74 Weighted Average 1,602 65.60% Pervious Area 840 34.40% Impervious Area Tc Length Slope 5.0 Runoff = Description Direct Entry, COMPOSITE Summary for Subcatchment A3: DIRECT RO STINSON 0.05 cfs @ 11.98 hrs, Volume= 130 cf, Depth= 0.54" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall= 2.80" Area (so CN Description 312 98 BITUMINOUS 2,614 61 GRASS 2,926 65 Weighted Average 2,614 89.34% Pervious Area 312 10.66% Impervious Area 1591 HYDROCAD REPORT Prepared by PLOWE ENGINEERING, INC. HvdroCAD ®10.00 -15 s/n 09025 cc) 2n95 Hvrlrnr[ Tc Length Slope Velocity Capacity Description 5.0 Type 11 24 -hr 2 year (2.8') Rainfall= 2.80" Printed 2/1/2016 Direct Entry, COMPOSITE Summary for Subcatchment E1: MCKINLEY ST Runoff = 1.21 cfs @ 12.04 hrs, Volume= 3,685 cf, Depth= 1.30" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall= 2.80" Area (sf) CN Descriotion 15,043 98 ROOF & BITUMINOUS 19,061 61 GRASS 34,104 77 Weighted Average 19,061 55.89% Pervious Area 15,043 44.11 % Impervious Area Tc Length Slope Velocity Capacity Description 12.0 Runoff = Direct Entry, COMPOSITE Summary for Subcatchment E2: STINSON BLVD 1.10 cfs @ 12.01 hrs, Volume= 3,058 cf, Depth= 1.60" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall= 2.80" Area (sf) CN Description 13,170 98 ROFF & BITUMINOUS 9,761 61 GRASS 22,931 82 Weighted Average 9,761 42.57% Pervious Area 13,170 57.43% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Inflow Area = Inflow = Outflow = Direct Entry, COMPOSITE Summary for Reach 1R: EXIST 57,035 sf, 49.47% Impervious, Inflow Depth = 1.42" for 2 year (2.8 ") event 2.30 cfs @ 12.03 hrs, Volume= 6,743 cf 2.30 cfs @ 12.03 hrs, Volume= 6,743 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 1591 HYDROCAD REPORT Type Il 24 -hr 2 year (2.8') Rainfall= 2.80" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD ®10.00 -15 s/n 09025 © 2015 HydroCAD Software Solutions LLC Page 5 Summary for Reach 2R: PROPOSED Inflow Area = 57,035 sf, 76.81% Impervious, Inflow Depth = 1.06" for 2 year (2.8 ") event Inflow = 1.86 cfs @ 12.14 hrs, Volume= 5,060 cf Outflow = 1.86 cfs @ 12.14 hrs, Volume= 5,060 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Summary for Pond 1 P: INFILTRATION BASIN Inflow Area = 51,667 sf, 82.56% Impervious, Inflow Depth = 2.17" for 2 year (2.8 ") event Inflow = 3.23 cfs @ 12.03 hrs, Volume= 9,352 cf Outflow = 1.91 cfs @ 12.15 hrs, Volume= 9,353 cf, Atten= 41 %, Lag= 6.8 min Discarded = 0.07 cfs @ 12.15 hrs, Volume= 4,642 cf Primary = 1.84 cfs @ 12.15 hrs, Volume= 4,711 cf Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 952.22'@ 12.15 hrs Surf.Area= 3,824 sf Storage= 3,248 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 193.4 min ( 958.6 - 765.2 ) Volume Invert Avail.Storage Storage Description #1 949.00' 6,428 cf Custom Stage Data (Prismatic)Listed below 16,071 cf Overall x 40.0% Voids Elevation SUrt.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 949.00 1,279 0 0 950.00 1,994 1,637 1,637 951.00 2,777 2,386 4,022 952.00 3,624 3,201 7,223 953.00 4,536 4,080 11,303 954.00 5,000 4,768 16,071 Device Routing Invert Outlet Devices #1 Discarded 949.00' 0.800 in /hr Exfiltration over Surface area #2 Primary 948.30' 12.0" Round Culvert L= 23.0' Ke= 0.500 Inlet/ Outlet Invert= 948.30'/ 948.00' S=0.01307' Cc= 0.900 n= 0.012, Flow Area= 0.79 sf #3 Device 2 952.70' 48.0" Horiz. Orifice /Grate C= 0.600 Limited to weir flow at low heads #4 Device 2 951.00' 8.0" Vert. Orifice /Grate C= 0.600 #5 Device 2 951.90' 6.0" Vert. Orifice /Grate C= 0.600 1591 HYDROCAD REPORT Prepared by PLOWE ENGINEERING, INC. Type 11 24 -hr 2 year (2.8') Rainfall= 2.80" Printed 2/1/2016 Discarded OutFlow Max =0.07 cfs @ 12.15 hrs HW= 952.22' (Free Discharge) t1= Exfiltration (Exfiltration Controls 0.07 cfs) Primary OutFlow Max =1.84 cfs @ 12.15 hrs HW= 952.22' TW =0.00' (Dynamic Tailwater) t2= Culvert (Passes 1.84 cfs of 6.99 cfs potential flow) 3=Orifice/Grate ( Controls 0.00 cfs) = Orifice /Grate (Orifice Controls 1.58 cfs @ 4.53 fps) = Orifice /Grate (Orifice Controls 0.25 cfs @ 1.92 fps) 1591 HYDROCAD REPORT Type Il 24 -hr 10 year Rainfall= 4.17" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD ®10.00 -15 s/n 09025 @2015 HydroCAD Software Solutions LLC Page 7 Time span =0.00- 240.00 hrs, dt =0.01 hrs, 24001 points x 2 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /] mperv. Reach routing by Dyn -Stor -Ind method - Pond routing by Dyn- Star -Ind method SubcatchmentAl: ROOF AREA Runoff Area = 51,667 sf 82.56% Impervious Runoff Depth= 3.41" Tc =12.0 min CN =61/98 Runoff =5.03 cfs 14,663 cf SubcatchmentA2: DIRECT RO MCKINLEY Runoff Area =2,442 sf 34.40% Impervious Runoff Depth= 1.94" Tc =5.0 min CN =61/98 Runoff =0.17 cfs 396 cf SubcatchmentA3: DIRECT RO STINSON Runoff Area =2,926 sf 10.66% Impervious Runoff Depth= 1.22" Tc =5.0 min CN =61/98 Runoff =0.14 cfs 298 cf SubcatchmentE1: MCKINLEYST RunoffArea= 34,104 sf 44.11% Impervious Runoff Depth= 2.24" Tc =12.0 min CN =61198 Runoff =2.18 cfs 6,363 cf SubcatchmentE2: STINSON BLVD Runoff Area = 22,931 sf 57.43% Impervious Runoff Depth= 2.64" Tc =10.0 min CN =61/98 Runoff =1.85 cfs 5,051 cf Reach 1R: EXIST Inflow =4.00 cfs 11,413 cf Outflow =4.00 cfs 11,413 cf Reach 2R: PROPOSED Inflow =3.97 cfs 10,106 cf Outflow =3.97 cfs 10,106 cf Pond 1P: INFILTRATIONBASIN Peak Elev= 952.79' Storage =4,179 cf Inflow =5.03 cfs 14,663 cf Discarded =0.08 cfs 5,251 cf Primary=3.90 cfs 9,412 cf Outflow =3.98 cfs 14,664 cf Total Runoff Area = 114,070 sf Runoff Volume = 26,771 cf Average Runoff Depth = 2.82" 36.86% Pervious = 42,047 sf 63.14% Impervious = 72,023 sf 1591 HYDROCAD REPORT Type Il 24 -hr 10 year Rainfall =4.17' Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCADO 10.00 -15 s/n 09025 © 2015 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment Al: ROOF AREA Runoff = 5.03 cfs @ 12.03 hrs, Volume= 14,663 cf, Depth= 3.41" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (sfl CN Description 42,658 98 ROOF & BITUMINOUS 9,009 61 GRASS 51,667 92 Weighted Average 9,009 17.44% Pervious Area 42,658 82.56% Impervious Area Tc Length Slope Velocity Capacity Description 12.0 Direct Entry, BIT AND GRASS Summary for Subcatchment A2: DIRECT RO MCKINLEY Runoff = 0.17 cfs @ 11.96 hrs, Volume= 396 cf, Depth= 1.94" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (sfl CN Description 840 98 BITUMINOUS ' 1,602 61 GRASS 2,442 74 Weighted Average 1,602 65.60% Pervious Area 840 34.40% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Direct Entry, COMPOSITE Summary for Subcatchment A3: DIRECT RO STINSON Runoff = 0.14 cfs @ 11.97 hrs, Volume= 298 cf, Depth= 1.22" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" _ Area (sfl CN Description 312 98 BITUMINOUS 2,614 61 GRASS 2,926 65 Weighted Average 2,614 89.34% Pervious Area 312 10.66% Impervious Area 1591 HYDROCAD REPORT Prepared by PLOWE ENGINEERING. INC. Tc Length Slope Velocity Capacity Description 5.0 Type Il 24 -hr 10 year Rainfall =4.17" Printed 2/1/2016 Direct Entry, COMPOSITE Summary for Subcatchment E1: MCKINLEY ST Runoff = 2.18 cfs @ 12.04 hrs, Volume= 6,363 cf, Depth= 2.24" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (sf) CN Description 15,043 98 ROOF & BITUMINOUS 19,061 61 GRASS 34,104 77 Weighted Average 19,061 55.89% Pervious Area 15,043 44.11 % Impervious Area Tc Length Slope Velocity Capacity Description 12.0 Runoff = Direct Entry, COMPOSITE Summary for Subcatchment E2: STINSON BLVD 1.85 cfs @ 12.01 hrs, Volume= 5,051 cf, Depth= 2.64" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (sf) CN Description 13,170 98 ROFF & BITUMINOUS 9,761 61 GRASS 22,931 82 Weighted Average 9,761 42.57% Pervious Area 13,170 57.43% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, COMPOSITE Summary for Reach 1R: EXIST Inflow Area = 57,035 sf, 49.47% Impervious, Inflow Depth = 2.40" for 10 year event Inflow = 4.00 cfs @ 12.03 hrs, Volume= 11,413 cf Outflow = 4.00 cfs @ 12.03 hrs, Volume= 11,413 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs / 2 1591 HYDROCAD REPORT Type 11 24 -hr 10 year Rainfall= 4.17" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD ®10.00 -15 s/n 09025 © 2015 HydroCAD Software Solutions LLC Page 10 Summary for Reach 2R: PROPOSED Inflow Area = 57,035 sf, 76.81% Impervious, Inflow Depth = 2.13" for 10 year event Inflow = 3.97 cfs @ 12.10 hrs, Volume= 10,106 cf Outflow = 3.97 cfs @ 12.10 hrs, Volume= 10,106 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Summary for Pond 1P: INFILTRATION BASIN Inflow Area = 51,667 sf, 82.56% Impervious, Inflow Depth = 3.41" for 10 year event Inflow = 5.03 cfs @ 12.03 hrs, Volume= 14,663 cf Outflow = 3.98 cfs @ 12.10 hrs, Volume= 14,664 cf, Atten= 21 %, Lag= 4.3 min Discarded = 0.08 cfs @ 12.10 hrs, Volume= 5,251 cf Primary = 3.90 cfs @ 12.10 hrs, Volume= 9,412 cf Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 952.79'@ 12.10 hrs Surf.Area= 4,345 sf Storage= 4,179 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 151.0 min ( 910.1 - 759.0 ) Volume Invert Avail Storage Storage Description #1 949.00' 6,428 cf Custom Stage Data (Prismatic)Listed below 16,071 cf Overall x 40.0% Voids Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 949.00 1,279 0 0 950.00 1,994 1,637 1,637 951.00 2,777 2,386 4,022 952.00 3,624 3,201 7,223 953.00 4,536 4,080 11,303 954.00 5,000 4,768 16,071 _Device Routing Invert Outlet Devices #1 Discarded 949.00' 0.800 in /hr Exfiltration over Surface area #2 Primary 948.30' 12.0" Round Culvert L= 23.0' Ke= 0.500 Inlet/ Outlet Invert= 948.30'/ 948.00' S=0.0130'/' Cc= 0.900 n=0.012, Flow Area= 0.79 sf #3 Device 2 952.70' 48.0" Horiz. Orifice /Grate C= 0.600 Limited to weir flow at low heads #4 Device 2 951.00' 8.0" Vert. Orifice /Grate C= 0.600 #5 Device 2 951.90' 6.0" Vert. Orifice /Grate C= 0.600 1591 HYDROCAD REPORT Type ll 24 -hr 10 year Rainfall = 4.17" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCADO 10.00 -15 s/n 09025 @2015 HydroCAD Software Solutions LLC Page 11 Discarded OutFlow Max =0.08 cfs @ 12.10 hrs HW= 952.79' (Free Discharge) t1= Exfiltration (Exfiltration Controls 0.08 cfs) Primary OutFlow Max =3.89 cfs @ 12.10 hrs HW= 952.79' TW =0.00' (Dynamic Tailwater) t2= Culvert (Passes 3.89 cfs of 7.55 cfs potential flow) 3=Orifice/Grate (Weir Controls 1.10 cfs @ 0.98 fps) = Orifice /Grate (Orifice Controls 2.03 cfs @ 5.81 fps) = Orifice /Grate (Orifice Controls 0.76 cfs @ 3.85 fps) 1591 HYDROCAD REPORT Type /l 24 -hr 100 YEAR Rainfall = 7.26" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD® 10.00 -15 s/n 09025 © 2015 HydroCAD Software Solutions LLC Page 12 Time span =0.00- 240.00 hrs, dt =0.01 hrs, 24001 points x 2 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv. Reach routing by Dyn -Stor -Ind method - Pond routing by Dyn -Stor -Ind method SubcatchmentA1: ROOF AREA Runoff Area = 51,667 sf 82.56% Impervious Runoff Depth= 6.30" Tc =12.0 min CN =61/98 Runoff =9.24 cfs 27,128 cf SubcatchmentA2: DIRECT RO MCKINLEY Runoff Area =2,442 sf 34.40% Impervious Runoff Depth= 4.31" Tc =5.0 min CN =61/98 Runoff =0.40 cfs 877 cf SubcatchmentA3: DIRECT RO STINSON Runoff Area =2,926 sf 10.66% Impervious Runoff Depth = 3.33" Tc =5.0 min CN =61/98 Runoff =0.40 cfs 812 cf SubcatchmentE1:MCKINLEYST Runoff Area= 34,104sf 44.11% Impervious RunoffDepth= 4.71" Tc =12.0 min CN =61/98 Runoff =4.76 cfs 13,393 cf SubcatchmentE2: STINSON BLVD Runoff Area = 22,931 sf 57.43% Impervious Runoff Depth = 5.26" Tc =10.0 min CN =61/98 Runoff =3.75 cfs 10,057 cf Reach 1 R: EXIST Inflow =8.44 cfs 23,450 cf Outflow =8.44 cfs 23,450 cf Reach 2R: PROPOSED Inflow =8.47 cfs 22,996 cf Outflow =8.47 cfs 22,996 cf Pond 1P: INFILTRATION BASIN Peak Elev= 953.14' Storage =4,782 cf Inflow =9.24 cfs 27,128 cf Discarded =0.09 cfs 5,822 cf Primary=7.88 cfs 21,306 cf Outflow =7.96 cfs 27,128 cf Total Runoff Area = 114,070 sf Runoff Volume = 52,268 cf Average Runoff Depth = 5.50" 36.86% Pervious = 42,047 sf 63.14% Impervious = 72,023 sf 1591 HYDROCAD REPORT Prepared by PLOWE ENGINEERING, INC. Type 11 24 -hr 100 YEAR Rainfall= 7.26" Printed 2/1/2016 Summary for Subcatchment Al: ROOF AREA Runoff = 9.24 cfs @ 12.03 hrs, Volume= 27,128 cf, Depth= 6.30" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (sf) CN Description ` 42,658 98 ROOF & BITUMINOUS 9,009 61 GRASS 51,667 92 Weighted Average 9,009 17.44% Pervious Area 42,658 82.56% Impervious Area Tc Length 12.0 Runoff Slope Velocity Capacity Description Direct Entry, BIT AND GRASS Summary for Subcatchment A2: DIRECT RO MCKINLEY 0.40 cfs @ 11.96 hrs, Volume= 877 cf, Depth= 4.31" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (sf) CN Description 840 98 BITUMINOUS 1,602 61 GRASS 2,442 74 Weighted Average 1,602 65.60% Pervious Area 840 34.40% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Direct Entry, COMPOSITE Summary for Subcatchment A3: DIRECT RO STINSON Runoff = 0.40 cfs @ 11.96 hrs, Volume= 812 cf, Depth= 3.33" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (sf) CN Description 312 98 BITUMINOUS 2,614 61 GRASS 2,926 65 Weighted Average 2,614 89.34% Pervious Area 312 10.66% Impervious Area 1591 HYDROCAD REPORT Type 11 24 -hr 100 YEAR Rainfall = 7.26" Prepared by PLOWS ENGINEERING, INC. Printed 2/1/2016 HydroCAD 010.00 -15 s/n 09025 @2015 HydroCAD Software Solutions LLC Page 14 Tc Length Slope Velocity Capacity Description 5.0 Runoff = Direct Entry, COMPOSITE Summary for Subcatchment E1: MCKINLEY ST 4.76 cfs @ 12.04 hrs, Volume= 13,393 cf, Depth= 4.71" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (sf) CN Description 15,043 98 ROOF & BITUMINOUS * 19,061 61 GRASS 34,104 77 Weighted Average 19,061 55.89% Pervious Area 15,043 44.11 % Impervious Area Tc Length Slope Velocity Capacity Description 12.0 Runoff = Direct Entry, COMPOSITE Summary for Subcatchment E2: STINSON BLVD 3.75 cfs @ 12.01 hrs, Volume= 10,057 cf, Depth= 5.26" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (sf) CN Description 13,170 98 ROFF & BITUMINOUS * 9,761 61 GRASS 22,931 82 Weighted Average 9,761 42.57% Pervious Area 13,170 57,43% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, COMPOSITE Summary for Reach 1R: EXIST Inflow Area = 57,035 sf, 49.47% Impervious, Inflow Depth = 4.93" for 100 YEAR event Inflow = 8.44 cfs @ 12.03 hrs, Volume= 23,450 cf Outflow = 8.44 cfs @ 12.03 hrs, Volume= 23,450 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 1591 HYDROCAD REPORT Type 11 24 -hr 100 YEAR Rainfall= 7.26" Prepared by PLOWS ENGINEERING, INC. Printed 2/1/2016 HydroCAD 010.00 -15 s/n 09025 @2015 HydroCAD Software Solutions LLC Page 15 Summary for Reach 2R: PROPOSED Inflow Area = 57,035 sf, 76.81% Impervious, Inflow Depth = 4.84" for 100 YEAR event Inflow = 8.47 cfs @ 11.99 hrs, Volume= 22,996 cf Outflow = 8.47 cfs @ 11.99 hrs, Volume= 22,996 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Summary for Pond 1P: INFILTRATION BASIN Inflow Area = 51,667 sf, 82.56% Impervious, Inflow Depth = 6.30" for 100 YEAR event Inflow = 9.24 cfs @ 12.03 hrs, Volume= 27,128 cf Outflow = 7.96 cfs @ 12.09 hrs, Volume= 27,128 cf, Atten= 14 %, Lag= 3.4 min Discarded = 0.09 cfs @ 12.09 hrs, Volume= 5,822 cf Primary = 7.88 cfs @ 12.09 hrs, Volume= 21,306 cf Routing by Dyn -Stor -Ind method, Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 953.14'@ 12.09 hrs Surf.Area= 4,600 sf Storage= 4,782 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 100.0 min ( 852.4 - 752.4 ) Volume Invert Avail.Storage Storage Description #1 949.00' 6,428 cf Custom Stage Data (Prismatic)Listed below 16,071 cf Overall x 40.0% Voids Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic -feet) 949.00 1,279 0 0 950.00 1,994 1,637 1,637 951.00 2,777 2,386 4,022 952.00 3,624 3,201 7,223 953.00 4,536 4,080 11,303 954.00 5,000 4,768 16,071 Device Routing Invert Outlet Devices #1 Discarded 949.00' 0.800 in /hr Exfiltration over Surface area #2 Primary 948.30' 12.0" Round Culvert L= 23.0' Ke= 0.500 Inlet/ Outlet Invert= 948.30'/ 948.00' S=0.0130'/' Cc= 0.900 n=0.012, Flow Area= 0.79 sf #3 Device 2 952.70' 48.0" Horiz. Orifice /Grate C= 0.600 Limited to weir flow at low heads #4 Device 2 951.00' 8.0" Vert. Orifice /Grate C= 0.600 #5 Device 2 951.90' 6.0" Vert. Orifice /Grate C= 0.600 1591 HYDROCAD REPORT Prepared by PLOWE ENGINEERING, INC. Type 11 24 -hr 100 YEAR Rainfall = 7.26" Printed 2/1/2016 Discarded OutFlow Max =0.09 cfs @ 12.09 hrs HW= 953.14' (Free Discharge) t1= Exfiltration ( Exfiltration Controls 0.09 cfs) Primary OutFlow Max =7.88 cfs @ 12.09 hrs HW= 953.14' TW =0.00' (Dynamic Tailwater) t2= Culvert (Inlet Controls 7.88 cfs @ 10.03 fps) 3= Orifice /Grate (Passes < 11.86 cfs potential flow) 4= Orifice /Grate (Passes < 2.26 cfs potential flow) = Orifice /Grate (Passes < 0.94 cfs potential flow) E1 1R MCKINLEY ST EXIST E2 Al STINSON BLVD ROOF AREA 1 P A2 INFILTRATIO BASIN [2:R] - TO MCKINLEY / - - - A3 PROPOSED DIRECT TO STINSON Subcat Reach on Link 1591 HYDROCAD REPORT.PHASE I Prepared by PLOWS ENGINEERING, INC. Type 11 24 -hr 2 year (2.8') Rainfall =2.80" Printed 2/1/2016 Time span =0.00- 240.00 hrs, dt =0.01 hrs, 24001 points x 2 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv. Reach routing by Dyn -Stor -Ind method - Pond routing by Dyn -Stor -Ind method SubcatchmentA1: ROOF AREA RunoffArea= 51,667 sf 36.89% Impervious Runoff Depth= 1.13" Tc =15.0 min CN =61/98 Runoff =1.43 cfs 4,876 cf SubcatchmentA2: DIRECT TO MCKINLEY Runoff Area =2,876 sf 15.09% Impervious Runoff Depth = 0.64" Tc =5.0 min CN =61/98 Runoff =0.06 cfs 152 cf SubcatchmentA3: DIRECT TO STINSON Runoff Area =3,234 sf 9.52% Impervious Runoff Depth= 0.51" Tc =5.0 min CN =61/98 Runoff =0.05 cfs 137 cf SubcatchmentEl: MCKINLEYST RunoffArea= 34,104 sf 44.11% Impervious Runoff Depth = 1.30" Tc =12.0 min CN =61/98 Runoff =1.21 cfs 3,685 cf SubcatchmentE2: STINSON BLVD RunoffArea= 22,931 sf 57.43% Impervious Runoff Depth= 1.60" Tc =10.0 min CN =61/98 Runoff =1.10 cfs 3,058 cf Reach 1 R: EXIST Inflow =2.30 cfs 6,743 cf Outflow =2.30 cfs 6,743 cf Reach 2R: PROPOSED Inflow =1.12 cfs 2,916 cf Outflow =1.12 cfs 2,916 cf Pond 1P: INFILTRATIONBASIN Peak Elev= 951.76' Storage =1,224 cf Inflow =1.43 cfs 4,876 cf Discarded =0.04 cfs 2,249 cf Primary=1.10 cfs 2,627 cf Outflow =1.14 cfs 4,876 cf Total Runoff Area= 114,812 sf Runoff Volume= 11,908 cf Average Runoff Depth= 1.24" 58.18% Pervious = 66,795 sf 41.82% Impervious = 48,017 sf 1591 HYDROCAD REPORT.PHASE I Type 11 24 -hr 2 year (2.8') Rainfall = 2.80" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCADO 10 00 -15 s/n 09025 02015 HydroCAD Software Solutions LLC Paae 3 Summary for Subcatchment Al: ROOF AREA Runoff = 1.43 cfs @ 12.07 hrs, Volume= 4,876 cf, Depth= 1.13" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall= 2.80" Area (sf) CN Description 19,062 98 ROOF & BITUMINOUS 32,605 61 GRASS 51,667 75 Weighted Average 32,605 63.11 % Pervious Area 19,062 36.89% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, BIT AND GRASS Summary for Subcatchment A2: DIRECT TO MCKINLEY Runoff = 0.06 cfs @ 11.97 hrs, Volume= 152 cf, Depth= 0.64" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall = 2.80" Area (sf) CN Description 434 98 BITUMINOUS ' 2,442 61 GRASS 2,876 67 Weighted Average 2,442 84.91 % Pervious Area 434 15.09% Impervious Area Tc Length Slope Velocity Capacity Description min (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, COMPOSITE Summary for Subcatchment A3: DIRECT TO STINSON Runoff = 0.05 cfs @ 11.98 hrs, Volume= 137 cf, Depth= 0.51" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall = 2.80" Area (sf) CN Description 308 98 BITUMINOUS 2,926 61 GRASS 3,234 65 Weighted Average 2,926 90.48% Pervious Area 308 9.52% Impervious Area 1591 HYDROCAD REPORT.PHASE I Type 11 24 -hr 2 year (2.8') Rainfall= 2.80" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD@ 10.00 -15 s/n 09025 @2015 HydroCAD Software Solutions LLC Page 4 Tc Length 5.0 Runoff Capacity Description Direct Entry, COMPOSITE Summary for Subcatchment E1: MCKINLEY ST 1.21 cfs @ 12.04 hrs, Volume= 3,685 cf, Depth= 1.30" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall= 2.80" Area (so CN Description 15,043 98 ROOF & BITUMINOUS 19,061 61 GRASS 34,104 77 Weighted Average 19,061 55.89% Pervious Area 15,043 44.11% Impervious Area Tc Length Slope Velocity Capacity Description 12.0 Runoff = Direct Entry, COMPOSITE Summary for Subcatchment E2: STINSON BLVD 1.10 cfs @ 12.01 hrs, Volume= 3,058 cf, Depth= 1.60" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 year (2.8 ") Rainfall = 2.80" Area (so CN Description 13,170 98 ROFF & BITUMINOUS 9,761 61 GRASS 22,931 82 Weighted Average 9,761 42.57% Pervious Area 13,170 57.43% Impervious Area Tc Length Slope 10.0 Description Direct Entry, COMPOSITE Summary for Reach 1R: EXIST Inflow Area = 57,035 sf, 49.47% Impervious, Inflow Depth = 1.42" for 2 year (2.8 ") event Inflow = 2.30 cfs @ 12.03 hrs, Volume= 6,743 cf Outflow = 2.30 cfs @ 12.03 hrs, Volume= 6,743 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 1591 HYDROCAD REPORT.PHASE I Type 11 24 -hr 2 year (2.8') Rainfall= 2.80" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD ®10.00 -15 s/n 09025 © 2015 HydroCAD Software Solutions LLC Page 5 Summary for Reach 2R: PROPOSED Inflow Area = 57,777 sf, 34.28% Impervious, Inflow Depth = 0.61" for 2 year (2.8 ") event Inflow = 1.12 cfs @ 12.15 hrs, Volume= 2,916 cf Outflow = 1.12 cfs @ 12.15 hrs, Volume= 2,916 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs / 2 Summary for Pond 1P: INFILTRATION BASIN Inflow Area = 51,667 sf, 36.89% Impervious, Inflow Depth = 1.13" for 2 year (2.8 ") event Inflow = 1.43 cfs @ 12.07 hrs, Volume= 4,876 cf Outflow = Discarded = 1.14 cfs @ 12.15 hrs, Volume= 4,876 cf, Atten= 20 %, Lag= 4.9 min 0.04 cfs @ 12.15 hrs, Volume= 2,249 cf Primary = 1.10 cfs @ 12.15 hrs, Volume= 2,627 cf Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 951.76'@ 12.15 hrs Surf.Area= 1,914 sf Storage= 1,224 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 167.3 min ( 960.2 - 792.9 ) Volume Invert Avail.Storage Storage Description #1 949.00' 3,905 cf Custom Stage Data (Prismatic) fisted below 9,763 cf Overall x 40.0% Voids Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic -feet) (cubic feet) 949.00 330 0 0 950.00 848 589 589 951.00 1,427 1,138 1,727 952.00 2,064 1,746 3,472 953.00 2,759 2,412 5,884 954.00 5,000 3,880 9,763 Device Routing Invert Outlet Devices #1 Discarded 949.00 0.800 in/hr Exfiltration over Surface area #2 Primary 948.30' 12.0" Round Culvert L= 23.0' Ke= 0.500 Inlet/ Outlet Invert= 948.30'/ 948.00' S=0.0130'/' Cc= 0.900 n=0.012, Flow Area= 0.79 sf #3 Device 2 952.70' 48.0" Horiz. Orifice /Grate C= 0.600 Limited to weir flow at low heads #4 Device 2 951.00' 8.0" Vert. Orifice /Grate C= 0.600 #5 Device 2 951.90' 6.0" Vert. Orifice /Grate C= 0.600 1591 HYDROCAD REPORT.PHASE I Prepared by PLOWE ENGINEERING, INC. HydroCADp 10.00 -15 s/n 09025 n 2nts u... �r Type// 24 -hr 2 year (2.8') Rainfall= 2.80" Printed 2/1/2016 Discarded OutFlow Max =0.04 cfs @ 12.15 hrs HW= 951.76' (Free Discharge) 1 =Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max =1.10 cfs @ 12.15 hrs HW= 951.76' TW =0.00' (Dynamic Tailwater) 2= Culvert (Passes 1.10 cfs of 6.51 cfs potential flow) 3=Orifice/Grate ( Controls 0.00 cfs) = Orifice /Grate (Orifice Controls 1.10 cfs @ 3.16 fps) = Orifice /Grate ( Controls 0.00 cfs) 1591 HYDROCAD REPORT.PHASE I Type 11 24 -hr 10 year Rainfall= 4.17" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD® 10.00 -15 s/n 09025 © 2015 HydroCAD Software Solutions LLC Page 7 Time span =0.00- 240.00 hrs, dt =0.01 hrs, 24001 points x 2 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /[mperv. Reach routing by Dyn -Stor -Ind method - Pond routing by Dyn -Stor -Ind method SubcatchmentAl : ROOF AREA Runoff Area = 51,667 sf 36.89% Impervious Runoff Depth= 2.02" Tc =15.0 min CN =61/98 Runoff =2.69 cfs 8,697 cf SubcatchmentA2: DIRECT TO MCKINLEY Runoff Area =2,876 sf 15.09% Impervious Runoff Depth= 1.36" Tc =5.0 min CN =61/98 Runoff =0.15 cfs 326 cf SubcatchmentA3: DIRECT TO STINSON Runoff Area =3,234 sf 9.52% Impervious Runoff Depth= 1.19" Tc =5.0 min CN =61/98 Runoff =0.15 cfs 321 cf SubcatchmentE1: MCKINLEYST RunoffArea= 34,104 sf 44.11% Impervious Runoff Depth = 2.24" Tc =12.0 min CN =61/98 Runoff =2.18 cfs 6,363 cf SubcatchmentE2: STINSON BLVD Runoff Area = 22,931 sf 57.43% Impervious Runoff Depth = 2.64" Tc =10.0 min CN =61/98 Runoff =1.85 cfs 5,051 cf Reach 1R: EXIST Inflow =4.00 cfs 11,413 cf Outflow =4.00 cfs 11,413 cf Reach 2R: PROPOSED Inflow =2.12 cfs 6,826 cf Outflow =2.12 cfs 6,826 cf Pond 1P: INFILTRATION BASIN Peak Elev= 952.33' Storage =1,705 cf Inflow =2.69 cfs 8,697 cf Discarded =0.04 cfs 2,517 cf Primary=2.07 cfs 6,180 cf Outflow =2.12 cfs 8,697 cf Total Runoff Area = 114,812 sf Runoff Volume = 20,756 cf Average Runoff Depth = 2.17" 58.18% Pervious = 66,795 sf 41.82% Impervious = 48,017 sf 1591 HYDROCAD REPORT.PHASE I Prepared by PLOWE ENGINEERING, INC. Type 1124 -hr 10 year Rainfall= 4.17" Printed 2/1/2016 Summary for Subcatchment Al: ROOF AREA Runoff = 2.69 cfs @ 12.07 hrs, Volume= 8,697 cf, Depth= 2.02" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (sfl CN Description 19,062 98 ROOF R BITUMINOUS 32,605 61 GRASS 51,667 75 Weighted Average 32,605 63.11 % Pervious Area 19,062 36.89% Impervious Area Tc Length 15.0 Runoff = Description Direct Entry, BIT AND GRASS Summary for Subcatchment A2: DIRECT TO MCKINLEY 0.15 cfs @ 11.97 hrs, Volume= 326 cf, Depth= 1.36" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (sO CN Description 434 98 BITUMINOUS 2,442 61 GRASS 2,876 67 Weighted Average 2,442 84.91% Pervious Area 434 15.09% Impervious Area Tc Length 5.0 Runoff Description Direct Entry, COMPOSITE Summary for Subcatchment A3: DIRECT TO STINSON 0.15 cfs @ 11.97 hrs, Volume= 321 cf, Depth= 1.19" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (so CN Description 308 98 BITUMINOUS 2,926 61 GRASS 3,234 65 Weighted Average 2,926 90.48% Pervious Area 308 9.52% Impervious Area 1591 HYDROCAD REPORT.PHASE I Prepared by PLOWE ENGINEERING, INC. Tc Length Slope Velocity Type 1124 -hr 10 year Rainfall =4.17" Description Direct Entry, COMPOSITE Summary for Subcatchment E1: MCKINLEY ST Runoff = 2.18 cfs @ 12.04 hrs, Volume= 6,363 cf, Depth= 2.24" Printed 2/1/2016 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall= 4.17" Area (so CN Description 15,043 98 ROOF & BITUMINOUS 19,061 61 GRASS 34,104 77 Weighted Average 19,061 55.89% Pervious Area 15,043 44.11 % Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.0 Direct Entry, COMPOSITE Summary for Subcatchment E2: STINSON BLVD Runoff = 1.85 cfs @ 12.01 hrs, Volume= 5,051 cf, Depth= 2.64" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 year Rainfall =4.17' Area (sf) CN Description 13,170 98 ROFF & BITUMINOUS ' 9,761 61 GRASS 22,931 82 Weighted Average 9,761 42.57% Pervious Area 13,170 57.43% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Inflow Area = Inflow = Outflow = Direct Entry, COMPOSITE Summary for Reach 1R: EXIST 57,035 sf, 49.47% Impervious, Inflow Depth = 2.40" for 10 year event 4.00 cfs @ 12.03 hrs, Volume= 11,413 cf 4.00 cfs @ 12.03 hrs, Volume= 11,413 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 1591 HYDROCAD REPORT.PHASE I Type ll 24 -hr 10 yearRainfall= 4.17" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD@ 10.00-15 s/n 09025 @ 2015 HydroCAD Software Solutions LLC Page 10 Summary for Reach 2R: PROPOSED Inflow Area = 57,777 sf, 34.28% Impervious, Inflow Depth = 1.42" for 10 year event Inflow = 2.12 cfs @ 12.16 hrs, Volume= 6,826 cf Outflow = 2.12 cfs @ 12.16 hrs, Volume= 6,826 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00 - 240.00 hrs, dt= 0.01 hrs / 2 Summary for Pond 1P: INFILTRATION BASIN Inflow Area = Inflow = 51,667 sf, 36.89% Impervious, Inflow Depth = 2.02" for 10 year event Outflow = 2.69 cfs @ 12.07 hrs, Volume= 8,697 cf Discarded = 2.12 cfs @ 0.04 cfs @ 12.16 hrs, Volume= 8,697 cf, Atten= 21 %, Lag= 5.0 min 12.16 hrs, Volume= Primary = 2.07 cfs @ 2,517 cf 12.16 hrs, Volume= 6,180 cf Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 952.33'@ 12.16 hrs Surf.Area= 2,292 sf Storage= 1,705 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time= 111.0 min ( 905.0 - 794.0 ) Volume Invert Avail.Stora a Storage Description #1 949.00' 3,905 cf Custom Stage Data (Prismatic )Listed below 9,763 cf Overall x 40.0% Voids Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic feet) (cubic feet) 949.00 330 0 0 950.00 848 589 589 951.00 1,427 1,138 1,727 952.00 2,064 1,746 3,472 953.00 2,759 2,412 5,884 954.00 5,000 3,880 9,763 _Device Routing Invert Outlet Devices #1 Discarded 949.00 0.800 in/hr Exfiltration over Surface area #2 Primary 948.30' 12.0" Round Culvert L= 23.0' Ke= 0.500 Inlet/ Outlet Invert= 948.30'/ 948.00' S=0.01307' Cc= 0.900 n=0.012, Flow Area= 0.79 sf #3 Device 2 952.70' 48.0" Horiz. Orifice /Grate C= 0.600 Limited to weir flow at low heads #4 Device 2 951.00' 8.0" Vert. Orifice /Grate C= 0.600 #5 Device 2 951.90' 6.0" Vert. Orifice /Grate C= 0.600 1591 HYDROCAD REPORT.PHASE I Type l/ 24 -hr 10 year Rainfall= 4.17" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD® 10.00-15 s/n 09025 @ 2015 HydroCAD Software Solutions LLC Page 11 Di carded OutFlow Max =0.04 cfs @ 12.16 hrs HW= 952.33' (Free Discharge) 7= Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max =2.07 cfs @ 12.16 hrs HW= 952.33' TW =0.00' (Dynamic Tailwater) t2= Culvert (Passes 2.07 cfs of 7.10 cfs potential flow) 3= Orifice /Grate ( Controls 0.00 cfs) 4= Orifice /Grate (Orifice Controls 1.68 cfs @ 4.80 fps) = Orifice /Grate (Orifice Controls 0.40 cfs @ 2.23 fps) 1591 HYDROCAD REPORT.PHASE I Type// 24 -hr 100 YEAR Rainfall= 7.26 Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD(9) 10 00 -15 s/n 09025 @2015 HydroCAD Software Solutions LLC Page 12 Time span =0.00- 240.00 hrs, dt =0.01 hrs, 24001 points x 2 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv. Reach routing by Dyn -Stor -Ind method - Pond routing by Dyn -Stor -Ind method SubcatchmentAl: ROOF AREA RunoffArea= 51,667 sf 36.89% Impervious Runoff Depth= 4.41" Tc =15.0 min CN =61/98 Runoff =6.18 cfs 19,008 cf SubcatchmentA2: DIRECT TO MCKINLEY Runoff Area =2,876 sf 15.09% Impervious Runoff Depth= 3.51" Tc =5.0 min CN =61/98 Runoff =0.41 cfs 842 cf SubcatchmentA3: DIRECT TO STINSON Runoff Area =3,234 sf 9.52% Impervious Runoff Depth= 3.28" Tc =5.0 min CN =61/98 Runoff =0.44 cfs 885 cf SubcatchmentEl: MCKINLEYST RunoffArea= 34,104 sf 44.11% Impervious Runoff Depth = 4.71" Tc =12.0 min CN =61/98 Runoff =4.76 cfs 13,393 cf SubcatchmentE2: STINSON BLVD Runoff Area = 22,931 sf 57.43% Impervious Runoff Depth= 5.26" Tc =10.0 min CN =61/98 Runoff =3.75 cfs 10,057 cf Reach 1 R: EXIST Inflow--8.44 cfs 23,450 cf Outflow =8.44 cfs 23,450 cf Reach 2R: PROPOSED Inflow =6.37 cfs 17,897 cf Outflow =6.37 cfs 17,897 cf Pond 1P: INFILTRATIONBASIN Peak Elev= 952.88' Storage =2,240 cf Inflow =6.18 cfs 19,008 cf Discarded =0.05 cfs 2,838 cf Primary=6.11 cfs 16,170 cf Outflow =6.16 cfs 19,008 cf Total Runoff Area= 114,812 sf Runoff Volume= 44,185 cf Average Runoff Depth= 4.62" 58.18% Pervious = 66,795 sf 41.82% Impervious = 48,017 sf 1591 HYDROCAD REPORT.PHASE I Prepared by PLOWE ENGINEERING, INC. HydroCAD® 10. 0.15 s/n 09025 © 2015 Hvrlrnrx Type// 24 -hr 100 YEAR Rainfall= 7.26 " Summary for Subcatchment Al: ROOF AREA Runoff = 6.18 cfs @ 12.07 hrs, Volume= 19,008 cf, Depth= 4.41" Printed 2/1/2016 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall = 7.26" Area (sf CN Description ' 19,062 98 ROOF & BITUMINOUS 32 605 61 GRASS 51,667 75 Weighted Average 32,605 63.11 % Pervious Area 19,062 36.89% Impervious Area Tc Length Slope Velocity Capacity Description 15.0 Direct Entry, BIT AND GRASS Summary for Subcatchment A2: DIRECT TO MCKINLEY Runoff = 0.41 cfs @ 11.96 hrs, Volume= 842 cf, Depth= 3.51" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (so CN Description 434 98 BITUMINOUS 2,442 61 GRASS 2,876 67 Weighted Average 2,442 84.91 % Pervious Area 434 15.09% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Runoff = Direct Entry, COMPOSITE Summary for Subcatchment A3: DIRECT TO STINSON 0.44 cfs @ 11.96 hrs, Volume= 885 cf, Depth= 3.28" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (so CN Description 308 98 BITUMINOUS 2,926 61 GRASS 3,234 65 Weighted Average 2,926 90.48% Pervious Area 308 9.52% Impervious Area 1591 HYDROCAD REPORT.PHASE I Prepared by PLOWE ENGINEERING, INC. Tc Length Slope Velocity 5.0 Runoff = Type lI 24 -hr 100 YEAR Rainfall= 7.26" Description Direct Entry, COMPOSITE Summary for Subcatchment E1: MCKINLEY ST 4.76 cfs @ 12.04 hrs, Volume= 13,393 cf, Depth= 4.71" Printed 2/1/2016 Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (sO CN Description 15,043 98 ROOF & BITUMINOUS 19,061 61 GRASS 34,104 77 Weighted Average 19,061 55.89% Pervious Area 15,043 44.11 % Impervious Area Tc Length Slope Velocity Capacity Description 12.0 Runoff = Direct Entry, COMPOSITE Summary for Subcatchment E2: STINSON BLVD 3.75 cfs @ 12.01 hrs, Volume= 10,057 cf, Depth= 5.26" Runoff by SCS TR -20 method, UH =SCS, Split Pervious /Imperv., Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 YEAR Rainfall= 7.26" Area (sO CN Description 13,170 98 ROFF & BITUMINOUS 9,761 61 GRASS 22,931 82 Weighted Average 9,761 42.57% Pervious Area 13,170 57.43% Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Direct Entry, COMPOSITE Summary for Reach 1R: EXIST Inflow Area = 57,035 sf, 49.47% Impervious, Inflow Depth = 4.93" for 100 YEAR event Inflow = 8.44 cfs @ 12.03 hrs, Volume= 23,450 cf Outflow = 8.44 cfs @ 12.03 hrs, Volume= 23,450 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 1591 HYDROCAD REPORT.PHASE I Type // 24 -hr 900 YEAR Rainfall= 7.26" Prepared by PLOWE ENGINEERING, INC. Printed 2/1/2016 HydroCAD ®10 00 -15 s/n 09025 © 2015 HydroCAD Software Solutions LLC Page 15 Summary for Reach 2R: PROPOSED Inflow Area = 57,777 sf, 34.28% Impervious, Inflow Depth = 3.72" for 100 YEAR event Inflow = 6.37 cfs @ 12.07 hrs, Volume= 17,897 cf Outflow = 6.37 cfs @ 12.07 hrs, Volume= 17,897 cf, Atten= 0 %, Lag= 0.0 min Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Summary for Pond 1P: INFILTRATION BASIN Inflow Area = Inflow 51,667 sf, 36.89% Impervious, Inflow Depth = 4.41" for 100 YEAR event = Outflow 6.18 cfs @ 12.07 hrs, Volume= 19,008 cf = Discarded = 6.16 cfs @ 0.05 cfs @ 12.08 hrs, Volume= 19,008 cf, Aften= 0 %, Lag= 0.6 min 12.08 hrs, Volume= Primary = 6.11 cfs @ 2,838 cf 12.08 hrs, Volume= 16,170 cf Routing by Dyn -Stor -Ind method, Time Span= 0.00- 240.00 hrs, dt= 0.01 hrs / 2 Peak Elev= 952.88'@ 12.08 hrs Surf.Area= 2,678 sf Storage= 2,240 cf Plug -Flow detention time= 62.0 min calculated for 19,007 cf (100% of inflow) Center -of -Mass det. time= 62.1 min ( 853.1 - 791.0 ) Volume Invert Avail.Stora a Stora a Description #1 949.00' 3,905 cf Custom Stage Data (Prismatic)Listed below 9,763 cf Overall x 40.0% Voids Elevation Surf.Area Inc.Store Cum.Store (feet) (sq -ft) (cubic feet) (cubic feet) 949.00 330 0 0 950.00 848 589 589 951.00 1,427 1,138 1,727 952.00 2,064 1,746 3,472 953.00 2,759 2,412 5,884 954.00 5,000 3,880 9,763 Device Routing Invert Outlet Devices #1 Discarded 949.00' 0.800 in /hr Ezfiltration over Surface area #2 Primary 948.30' 12.0" Round Culvert L= 23.0' Ke= 0.500 Inlet/ Outlet Invert= 948.30'/ 948.00' S=0.0130'/' Cc= 0.900 n=0.012, Flow Area= 0.79 sf #3 Device 2 952.70' 48.0" Horiz. Orifice /Grate C= 0.600 Limited to weir flow at low heads #4 Device 2 951.00' 8.0" Vert. Orifice /Grate C= 0.600 #5 Device 2 951.90' 6.0" Vert. Orifice /Grate C= 0.600 1591 HYDROCAD REPORT.PHASE I Prepared by PLOWE ENGINEERING, INC. Type 11 24 -hr 100 YEAR Rainfall = 7.26" Discarded OutFlow Max =0.05 cfs @ 12.08 hrs HW= 952.88' (Free Discharge) t- 1= Exfiltration (Exfiltration Controls 0.05 cfs) Printed 2/1/2016 Primary OutFlow Max =6.11 cfs @ 12.08 hrs HW= 952.88' TW =0.00' (Dynamic Tailwater) t-2= Culvert (Passes 6.11 cfs of 7.64 cfs potential flow) 3=Orifice/Grate (Weir Controls 3.21 cfs @ 1.40 fps) = Orifice /Grate (Orifice Controls 2.09 cfs @ 5.99 fps) = Orifice /Grate (Orifice Controls 0.81 cfs @ 4.12 fps) 15 -1591 CAREPOINT DENTAL Site Drainage Narrative and Calculations Date: January 5, 2016 This project consists of the demolition of an existing building and parking lot and the construction of a new building and parking lot. NOTE: NOAA Atlas 14 rainfall data is used for this drainage report: 2 -year 2.80 -in 10 -year 4.17 -in 100 -year 7.26 -in Existing Conditions The existing site is approximately 1.31 acres in size. The site consists of an existing 2,608 sq. ft. building with existing bituminous parking lot and driveways. Approximately 0.52 acres drains east to Stinson Blvd. and 0.78 acres drains west to Mckinley Street/ Proposed Conditions Approximately 1.3 acres of the lot will be disturbed for new construction. The impervious area will be increased by 15,600 sq. ft. A proposed infiltration basin will provide volume and rate control. Most of the proposed site drainage will be directed westerly to the proposed basin. The proposed roof drainage will be directed to a proposed grass swale along the south side of the site that will flow west to the proposed basin. The proposed new impervious area = 43,810 sq. ft. The required infiltration volume = 43,810 x 1112 = 3,650 cu. ft. The infiltration volume provided in the proposed basin = 4,022 cu. ft. (up to elevation 951.00) RATE CONTROL: AREA TO STINSON BLVD. 2-YEAR 10 -YEAR 100 -YEAR EXISTING (E1) (CFS) (CFS) (CFS) EXISTING (E2) 1.10 1.85 3.75 PROPOSED (A3) 0.05 0.14 0.40 AREA TO MCKINLEY STREET 2 Y AR (CFS) 30 -YEAR (CFS) 100 -YEAR (CFS) EXISTING (E1) 1.21 2.18 4.76 PROPOSED (1P) 1.91 3.98 7,96 Page 2 of 2 January 5, 2016 Carepoint Dental AGGREGATE 2-YEAR 10 -YEAR 100 -YEAR (CFS) (CFS) (CFS) EXISTING (1111) 2.30 4.00 8.44 PROPOSED (2R) 1.86 3.97 8.47 The proposed rates meet the required rates within model tolerance Charles W. Plowe, PE PLOWE ENGINEERING, INC. (651) 361 -8210 --------- - - - - -- - - - - - - - - - - - - - - - - - - - I s 'u v I II II' I II ti, I 1 Iii � 0 0 -. co CA I go co F ow M 2 W �I CD m h y CO cpa cc N7 y _ aa[a[ u a[n[1 � I AV J 3 ' 1 _ I I I I I I I I z o Gpj F _ {J s I X21 VICINI TY T MAP A7 SALE: ND TD $GAZE r W W OC V5 } W J Z Y U n EKISRNG SIZED II B CGES D I 1 1 1 1 1 XgER -,RS I I I 1 _____ WILgNG NORTH Ct1 SITE PLAN A7 SALE. .20 -0 < —IV MAL BY CITY—y <I PROPOSED PARKING 34 STALLS k •__• — •: _J_1____1 I_ _1__I__I I____ 4 lw -0' TvP I I I SCREEN FENCE 1 11' ll — _• L_L_ -eg I I I I 0 R Y 24' BAY I 32' BAY IPROPOSEDI BUILDING IRNAN A ENV 1 I I I I —T= __—_— ___s—e4 I I 1 I I ®�I I W -D. III I • I fl flP I I I I I � I I I 1 bar i i I i I p PHASE 2 P AIN NO I 30 STALLS 9E M a I 1 4NDING 1 f -1 I I II 1 110 1 I 10 1 1 I I I I I I I I I I I d_= L- k_J - -L —__— — ________________ �24' 120' I " 32' BAY DAY 24' BAY �2D' I BAY BAT I I I I I 20' BAY ID' BAY I I R�TA9HNG WILL I I I I I I iloz40 ad.. I I I I ' II I 1AGLn. I I I II B CGES D I 1 1 1 1 1 XgER -,RS I I I 1 _____ WILgNG NORTH Ct1 SITE PLAN A7 SALE. .20 -0 < —IV MAL BY CITY—y <I PROPOSED PARKING 34 STALLS .SL¢ DATA LOT SEE - 57,35 S.F. ZONING - LB. LIIATED BUSINESS BulId4G NAM 1 - 5,120 SF. OFFICE/RETAIL NAM 2 - 10.240 S.F. OFFICE/RETAIL PAWING DATA 5.120 S.F. AT I /.HID - IT STALLS 10.240 SF. AT 1/3W . 34 STALLS 51 STALLS REWIRED 64 STALLS PRONDED l ' I 3 I Ip I N I � 0 Z I I p J m Z O H Z H LAJ L A M P E R T A R C H I T E C T S 420 summit Avenue 1111HE St. Pmd. MN 55102 ICI Nvem 6I.....1 f ..mu .leea Cd Z W Z W tw U Lei E Zo Cn J m 00 Z C OO N :n C _z r M V) ED M Pm1ec1 De4gnne,lA4E5 6 DrO.n By. cnecEee BF U /LML Remlene ,2/29/151 PRELIMINARY gp SITE PLAN sheet Number Al roject No 151;16 -2 k 9' -0' 1T -0' 24' -0' 4 lw -0' TvP m1EGRAL WRB — vOEwALN -9 0 24' B Y 24' BAY I 32' BAY IPROPOSEDI BUILDING 1 5,120 6.F. I W -D. III � I I .SL¢ DATA LOT SEE - 57,35 S.F. ZONING - LB. LIIATED BUSINESS BulId4G NAM 1 - 5,120 SF. OFFICE/RETAIL NAM 2 - 10.240 S.F. OFFICE/RETAIL PAWING DATA 5.120 S.F. AT I /.HID - IT STALLS 10.240 SF. AT 1/3W . 34 STALLS 51 STALLS REWIRED 64 STALLS PRONDED l ' I 3 I Ip I N I � 0 Z I I p J m Z O H Z H LAJ L A M P E R T A R C H I T E C T S 420 summit Avenue 1111HE St. Pmd. MN 55102 ICI Nvem 6I.....1 f ..mu .leea Cd Z W Z W tw U Lei E Zo Cn J m 00 Z C OO N :n C _z r M V) ED M Pm1ec1 De4gnne,lA4E5 6 DrO.n By. cnecEee BF U /LML Remlene ,2/29/151 PRELIMINARY gp SITE PLAN sheet Number Al roject No 151;16 -2 32' -0• I I 1 I I I I I f' I I i in lu 2{' -0• y 2A -0• 20._0. . I _ _ d I F R II I II y N IyI I ql ki II All 41 NI I II I II III I I II �� Q� Igryyl yIUI v 20. -0• y 21 I. 21 II dl I I II I II I P, M II I 17sII� W Q 3 II N 11 'fyhY^I II All I I I I � -�F.. hl I I I I �� MECH ROOIA eLSLI US if. e' -0• W -p. 24'-0• �E ,.,_ _ = IIII R -1100 - U -0.072 < UjJS (MAX) _ II I �I p 4— NORTH Qt FLOOR PLAN A2 suLE. 1,6 .1 -0 „ 33' -0• LAJ L A M P E R T A R C H I T E C T S 420 Summit Avenue St. POUT. NN M102 xnw w:,im a e— Z f IW W cto U A ;- w E 0 7 2 L b 0 > Z C It N _C I°° Z V vc B CO C/) to m L� to Prefect Desyner.e,pOES 6 a ae.An Rr u In I F. •I 12/14/15 12/14/15 PRELIMINARY 1 2)/16 Cltt $yR41IIAL FLOOR PLAN Sheet Number A2 Project No. 151116 -2 I PRFFIN141ED NETAL PREFINKHED 4ETAL FLABHING CANOPx C0.OR P � CQOR N E.I.F.S SYSTEU caW w5 `ACCENT CANOPY �BR1CK VENEER TINTED CLASS COLOR 07 COLOR O COLOR E6 ANODIZED ALUMINUM FRAMES NICK FA COLOR CDLoR's % <1 NOR TH ELEVATION COLOR FACE RLOrx A2 SCAE. tin . 1 -o GWO+P CQgt /1 - INTEGRAL CMOR ROCI( FACE SLOCK COUNTY MATERIALS - COCOA BEAN (OR EWAL) COLOR 12 - FACE BRICK (UTILITY SIZE) INTERSTATE BRICX - SMOKEY MOUNTAIN (OR EWAL) COLOR 13 - EI.FS. SYSTEM SENERGY A - OATMEAL 1427 (OR EW) COLOR P - PREFINISNED METAL FIRESTONE - SILVER METALLIC (OR EQUAL) COLOR 15 - ANODIZED ALUMINUM CLEAR FINISH COLOR /fi - TINTED GLASS CNAV COLOR 17 - CANVAS CANOPY BLACK SOUTH ELEVATION q2 SCALg2 SCAL : 17tl I -0 C2I EAST ELEVATION p2 SCALE. 1/B = 1 _0 (HEST ELEVATION SIMILAR - PHASE 2) TOP OF MSY I1DN£R)A EL. 0P OD EL �LYIWIT7—.)o FINISHED FLOOR EL. - IDO -0 PHASE WEST ELEVATION A2 SWLEA2 1/tl t -0 (PHASE 1� 1 -0 (PxASE I) L A M P E R T A R C H I T E C T S ago S—It Ar.nu. �[ 51. P-1. NN 55102 N.35).3NY Z LU Z r W o_o U 0 Ln w E Z 0 U CD > m Z c 0 Z� CO m Cn M M F;.*t D.Mgner: yyES B Drown Bx J CnMLC BY IE ReMgienp 12/14/15 PRELIMINARY t 2J /I6 Ott SI1BMRtAt ELEVATIONS Sheet Number A3 Project No. 151116 -2 VMASE,,A1ASE 1, NORTH ELEVATION PREFWIED METAL FLARNG COLOR N W.S. SYSTEM COLOR B3 1 1 ACCENT CANOPY COLOR I) EAST ELEVATION TINTED G ASS COLOR K ANODIZED ALUMINUM FRAMES COLOL BS METAL STINSON BUSINESS CENTER Columbia Heights, Minnesota COLOR 11 - NTEMAL COLOR ROCK FACE MOCK COUNTY MATERIALS - COCOA BEAN (OR EQUAL) COLOR 12 - FACE BRRx (VTRRY SM INTERSTATE BRICK - SMOKEY MOUNTAIN (OR EQUAL) COLOR 13 - E3FS. SYSTEM SENERGY - OATMEAL k37 (OR EQUAL) COLOR K - PREPIAS m METAL FREESTONE - SIVER METALLIC (OR EQUAL) COLOR BS - ANODIZED ALUMPRIM CLEAR FINISH COLOR K - TINTED CLASS GRAY COLOR Q . CANVAS CANOPY BLACK r IY W o_ f a J a GROUND COYER OR MULCH AS SPEC TURN BACK BURLAP REMOVE POLY AND WIRE SET BALL W UNDISTURBED GROUND BACKII-L ON E%ISRNG SUL (SHRUB PLANTING DETAIL L1 SCALE: NOi i0 SCALE PLANTING SCHEDULE OTY. KEY COMMON NAME BOTANICAL NAME IZE MTHD REMARKS 2 AB AUTUMN BLAZE MAPLE AMR FREEMAHII JEFFERSRED 25' BR 3 RB RIVER BIRCH BETILA NIGRA 2' BB MIN 3 MUNK CLUMP 3 HL HONEYLOWST DILEMMA TRICNTHOS INEBMIS 2.5' BB L� B OF DWARF FORSYTHIA FORSYTHIA NRld54MA BRCNXEN515 05 CENT, 14 BCJ LU CHIP .UNIPER JJNIPERUS BLIIECHIP 15 Cpl}. 3 // `` '' 3 BH BLACK HILL SPRUCE PICEA UMJCA DENSATA 6' BB WOOD WP MULCH 39 PC MAIM CORDCRASS SPNTINA PECTNATA 60' CWT J JU COMM GN JUHIPER JCNIPERUS COMWN4 DEPRESSA 05 CWT. 16 YW N GNIA CR ER WWOBINE WINWTHEN I U EFW'A A iNDLEMAN IYf /5 CWf j /' EXISTING ` \ SHED --------- J m Z O CA Z H H PRE��M� F0 C0451? vcl`o� ce Z W Z Lu L V Lu E Zo N U W EC Z O° N N C _Z I- M W M OrR.n BW AB 7-MM BX LLAML R.W.. ,2/20/15, PRELIMINARY 1/3J/16 LITY SUBMIiiAL LANDSCAPE PLAN Sheet Number L1 Project No. 151116 -2 /28 �L / p 1 1 6 FT TAU I /I 1 I) 1 / 1 M CHI RETAIN TREES NATURAL FORM. I +�°= m9 I ME I SCREW PENCEI I 1 11 I I I 1 M DON GST SlM I Xry REMOVE ONLY DEAD OR DAMAGED BRANCHES I AIDII ITEO 030' -0' P I I 1 (3 THUS) L� DO NOT CUT LEADERS ; 11 / I / 1 I PRO�'OSED PARKING i Y.I 3 // `` '' ROOT COLLAR I -Y GRAIN ABOA I` WOOD WP MULCH REMOVE WIRE BASKETS AND PONY R 1 I CUT BURLAP FROM UPPER 1/ 2 AI BALL I 11 %ISTINC GRAIN E DE � ASE 2 BACKFILL WITH EXISTING SOL. WATER THWWWLY , =- TO Y I I =1' EUMINATE AIR POCKETS _ �' I POND NG T- l I I I 19 2 w ME nL H DE nx E y 3 a BREAK DO" SIDES p HOLE J rTTBALL _ a GnsT SNB M 1E0 FdINDNRW RIANIINGS (V – 3a R0018ALL DIAMETER UNdSRMBED SDIL W I T B�IRd GAT t5'- p I b INSTALLED DII)RND IN THUS) I I BENEATH BALL ( l� = J+ �_ I Z I �1__L J___________________L_____ �_ y�y o N H o ULC Z NTING DETAIL TAINN CA L STE Nor TAo w� I I .® I I I I \ I I I • PLAN MOM& U I I PHASE 2 I � � PROPISED BUILDING L LIOHTNG SHOWN FOR SCHEMI PURPOSES ONLY. LIGNTING IS DESIGN-BUILD BY ELECTRICAL CONTRACTOR. II VERIFY SUE, STYLE. QUANTITY, AND LOCATION W/ OWNER AND CONTRACTOR. PROMDE LIWRNG PHOTWETNICS If ' I I IY-R I NECESSARY AT CITYS NEWEST. 3 ANIACENT PRO ERRS AND STTRREET MGHT aWWAYS I 6 1 PROMOE EMERGENCY EXIT LIGHTING ON BACK -UP POWER AT ALL EXIT DODIRS L--------------I-- •. SEPARATE ROCK MULCH FROM SOD/SEED ON BLACK MI EDGER 5 ALL PLANING AREAS TO BE IRRIGATED BY A HIGN- EFFICIENCY IRRICATW El SYSTEM. IRRIGATOR SYSTEM DESIGN BY CONTRACTOR S. SOD OR SEED DISTURBED AREAS ONLY ACCORDING TO SITE FLAN. (I MUS) J. (t) TREE PER 50' OF SWEET FRONTAGE _ -� / — (I) 1REE PER zo STALLS N'39'33 56 GN M 64/2 o _ 285.00 II TREES REWIRED EXISTING REE TO REM" EXISTING BUILDING EXISTING TREE To BE REMOVED EXISTING GARAGE NORTH GLANDSCAPE AND SITE LIGHTING PLAN Lt SCALE. I _ Z0 -0 /, J m Z O CA Z H H PRE��M� F0 C0451? vcl`o� ce Z W Z Lu L V Lu E Zo N U W EC Z O° N N C _Z I- M W M OrR.n BW AB 7-MM BX LLAML R.W.. ,2/20/15, PRELIMINARY 1/3J/16 LITY SUBMIiiAL LANDSCAPE PLAN Sheet Number L1 Project No. 151116 -2 3836 STINSON BOULEVARD TITLE SHEET, EXISTING CONDITIONS & REMOVALS PLAN COLUMBIA HEIGHTS, MINNESOTA a 39TW I EX H SAN M SAN AVE. N IE (RE 951.90 UNKNOM) I .. REMOI EXISTING A+'B CURB & GUTTER BD <. 13104 LF. - m R. TXT ' xc I— W W �F "v Uj Z, U EX. ft D I'MO', CURB & -( X,Is' X aPimo� wK GENERAL NOTES DOE MFORMARD" 910MH ON THESE pRAMNGS CgICFRNING TYPE AND LOLg1NX1 OF E COIn UTUnES IS NOT GUARANTEED TO BE ACDMAIE OR AL INCLUSIVE. n1E CIX11gACTgi 15 RE FOR MAKING HIS Oft CETFRMINA;CM AS TO TYPE ANO LWAIIpY OF UTILITIES AS NECESSARY TO AMD DAMAGE TO TIESE UTUTES. CALL *811' FOR IS STING UTILITIES LOCATIONS PRICK TO ANY EXCAVATIONS NE WIN1RAGttM SH FIELD VERIFY 9EL pEVATCN. AND LOCATION Cf EMSnNG $ANITggT SEVER, STgM SPARER, µp WA1EA MMN µ0 NOTIFY ENGNEER C£ µT gXAEpAMES PRIOR LO TiE STtai OF INSTALLAnd15. INSTALLATIONS SMALL COAMA1 TO YNE Ott STANDARD SPECRICATQVS AND DETAIL PLATES. THE CUNTRgCTOR SHALL NOTIFY Ott PUSUC WORKS DEPARTMENT A MMIIUM OF 24 HOURS PRIM TO THE INTERRUPTGN OF ANY SEMEN ON WATER BERMCES TO EXISTING HOMES OR BUSINESSES. STORAGE OF MATERIALS OR EWIPMENT SMALL NOT RE ALLOWED OM PUBLIC STREETS OR RININ PUSUC RIGHT -OF -WAY. NOTFY Gtt A MINIMUM OF 49 HOURS PRIM TO THE CWMENCDMENT OF CONSTRUCTION. ALL EIFCiHl4 IEIEPXCNE, MD GAS EMNSMS IM_IJ G SERVICE UNES SMALL BE CWSIINCIEO 10 TIE APPRCPgA1E UTUTY DIN COMPANY SPEpF1CATCNS. ALL MUtt DISCCNNECTOMS SHALL BE CWFOMAIED WTI NE APPROPRIATE UTUtt COMPANY. REMOVAL AND DISPOSAL OF ITEMS NOT NOTED (IF RE WIRED) IS NOOENTAL TO DENOITTON AND REMOVALS WORK. 1 i I i n RICK M� J r I s3V ° i PB60B � REMOVE EASTMEG,s REMOVE EXISTNC ♦_ - REMOVE CONCRETE 1 SF. �� S.F. "NO CONCRETE JIX)* SF. - REI)OVE EXSTNG - " .; CURB & CUTTER + ` 289* LF r v 671-1 Ao hxMA xAY qwp K e COSTING YI� iPt BURLWMC ' ESnN4 GARAGE 'u METRO UNITY POLL O EMSnx0 UGHT POLE —»— EMSTNG STORM SEVER �I- EXISTING WARM MAN - >- EMSTNG SANITARY SEWER 0 EMSTNG STORM E .."D ❑ ® EMSNNG CATGI BASIN 4 EMITTING FLARED-ND WCnM Gg EXISTING GAT: VALVE MEMO HYDRANT 0 EMSTNG SANITARY SEVER MANHOLE .........V'xi.......... EMSTNG CONTOUR ,E METING SPOT EIEVATIOR -•- EMSTHG PENCE LJ EMSTNO BINWNWS O EOETNG BINNINWS (TO BE REMOVED) COSTING TREES EMSTNG TREES (TO BE REMOVED) B I I x1 dl LeEECY, DRAWN BY DEyGNBY: LGO C.M. C.W.P. DILKDBY: vRa. xo. —1— PROPOSED WATER PPE C.W.P. 1S15B1 PROPOSED SANITARY SEINER PPE OPoGINA. DA E PROPOSED STORM SEVER PWE JANUARY4,2018 1IX1 PRMOSM DRNNTIIE µ0 QEµ -WT 0 PROPOSED STORM MANMO{E ❑ PROPOSED CATCH BASIN A PROPOSED FLARED -END SECTOR Lp PROPOSED GATE VALVE PROPOSED HYDRANT 0 PRVOSM SANITARY SEVER MANHOLE PRWOSED COITWR �9M1� Z X9mm PROPOSED SPOT EIEVATON Cp 1a 4 w BuwN'V'o3vA¢ p t PROPOSED SELT PENCE o-m O PROPOSED DIRECTION OF CRAINAC{ O PROPOSED BITIMMWS G PROPOSED WNCIREIE OL PROPOSED RIP -RAP k11 PROPOSED FlLTRATION MEDIA ® PROPOSED INI£i PROTECTCN VICINITY MAP '1 S »HAIR in N RK'R i 52 f�i Z e > d m td i m _E° =_ b w�1� 6 PREPARED FOR SHEET INDEX CAREPOINT DENTAL C1 TITLE SHEET, EXISTING CONDITIONS & REMOVALS PLAN C2.1 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 1 C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 2 C3 UTILITY PLAN C4 DETAILS in C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN EREPIARNMG R MIMEERWG PLOWS EN61NEEMMLE. e1. ul¢ aWRE SITEIN LINOIME9,MNmI4 pm.:(BSl)M18310 VERIFIED) Fg FAAI)3414701 NORTH CO• ' / TO O� 1 MO,a 3DFEET Know what's below. �� Call before you dig. a 3 _. I ri P 3, I e AIR' G.- E TO BE REMOVED LOT_ (TIP) I�EWA�'K - -------------- = _� - • ' ' . °`c'- R REMOVE Ed(ISTING C 1 ,M6ABDON EXISTING' R CURB WATER SERVICE 2 REMOVE ❑DSTING BITUMINOUS--,, � 484* C 22,4492 SF. I R REMOVE EASTTNG �.I C CURB & CUTTER i 1 2 239* L.F. ),; t r•- ,�� — 1lm: _. _..�°�0 _..... >. R RE TEX NO IST NO SIGN IRNIp. /6'y3M REMOVE / ". eRrnD NNG / p REMOVE e p 5 5: E ]STING CONCRETE X X�a , .. ... ' ' J LO* C c 1 . �'°°R • c I d / •� U SANITARY SERVICE 9¢*LF zd . . CARE � )ST�EXISTING C s X - REI)OVE EXSTNG - " .; CURB & CUTTER + ` 289* LF r v 671-1 Ao hxMA xAY qwp K e COSTING YI� iPt BURLWMC ' ESnN4 GARAGE 'u METRO UNITY POLL O EMSnx0 UGHT POLE —»— EMSTNG STORM SEVER �I- EXISTING WARM MAN - >- EMSTNG SANITARY SEWER 0 EMSTNG STORM E .."D ❑ ® EMSNNG CATGI BASIN 4 EMITTING FLARED-ND WCnM Gg EXISTING GAT: VALVE MEMO HYDRANT 0 EMSTNG SANITARY SEVER MANHOLE .........V'xi.......... EMSTNG CONTOUR ,E METING SPOT EIEVATIOR -•- EMSTHG PENCE LJ EMSTNO BINWNWS O EOETNG BINNINWS (TO BE REMOVED) COSTING TREES EMSTNG TREES (TO BE REMOVED) B I I x1 dl LeEECY, DRAWN BY DEyGNBY: LGO C.M. C.W.P. DILKDBY: vRa. xo. —1— PROPOSED WATER PPE C.W.P. 1S15B1 PROPOSED SANITARY SEINER PPE OPoGINA. DA E PROPOSED STORM SEVER PWE JANUARY4,2018 1IX1 PRMOSM DRNNTIIE µ0 QEµ -WT 0 PROPOSED STORM MANMO{E ❑ PROPOSED CATCH BASIN A PROPOSED FLARED -END SECTOR Lp PROPOSED GATE VALVE PROPOSED HYDRANT 0 PRVOSM SANITARY SEVER MANHOLE PRWOSED COITWR �9M1� Z X9mm PROPOSED SPOT EIEVATON Cp 1a 4 w BuwN'V'o3vA¢ p t PROPOSED SELT PENCE o-m O PROPOSED DIRECTION OF CRAINAC{ O PROPOSED BITIMMWS G PROPOSED WNCIREIE OL PROPOSED RIP -RAP k11 PROPOSED FlLTRATION MEDIA ® PROPOSED INI£i PROTECTCN VICINITY MAP '1 S »HAIR in N RK'R i 52 f�i Z e > d m td i m _E° =_ b w�1� 6 PREPARED FOR SHEET INDEX CAREPOINT DENTAL C1 TITLE SHEET, EXISTING CONDITIONS & REMOVALS PLAN C2.1 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 1 C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 2 C3 UTILITY PLAN C4 DETAILS in C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN EREPIARNMG R MIMEERWG PLOWS EN61NEEMMLE. e1. ul¢ aWRE SITEIN LINOIME9,MNmI4 pm.:(BSl)M18310 VERIFIED) Fg FAAI)3414701 NORTH CO• ' / TO O� 1 MO,a 3DFEET Know what's below. �� Call before you dig. 'u METRO UNITY POLL O EMSnx0 UGHT POLE —»— EMSTNG STORM SEVER �I- EXISTING WARM MAN - >- EMSTNG SANITARY SEWER 0 EMSTNG STORM E .."D ❑ ® EMSNNG CATGI BASIN 4 EMITTING FLARED-ND WCnM Gg EXISTING GAT: VALVE MEMO HYDRANT 0 EMSTNG SANITARY SEVER MANHOLE .........V'xi.......... EMSTNG CONTOUR ,E METING SPOT EIEVATIOR -•- EMSTHG PENCE LJ EMSTNO BINWNWS O EOETNG BINNINWS (TO BE REMOVED) COSTING TREES EMSTNG TREES (TO BE REMOVED) B I I x1 dl LeEECY, DRAWN BY DEyGNBY: LGO C.M. C.W.P. DILKDBY: vRa. xo. —1— PROPOSED WATER PPE C.W.P. 1S15B1 PROPOSED SANITARY SEINER PPE OPoGINA. DA E PROPOSED STORM SEVER PWE JANUARY4,2018 1IX1 PRMOSM DRNNTIIE µ0 QEµ -WT 0 PROPOSED STORM MANMO{E ❑ PROPOSED CATCH BASIN A PROPOSED FLARED -END SECTOR Lp PROPOSED GATE VALVE PROPOSED HYDRANT 0 PRVOSM SANITARY SEVER MANHOLE PRWOSED COITWR �9M1� Z X9mm PROPOSED SPOT EIEVATON Cp 1a 4 w BuwN'V'o3vA¢ p t PROPOSED SELT PENCE o-m O PROPOSED DIRECTION OF CRAINAC{ O PROPOSED BITIMMWS G PROPOSED WNCIREIE OL PROPOSED RIP -RAP k11 PROPOSED FlLTRATION MEDIA ® PROPOSED INI£i PROTECTCN VICINITY MAP '1 S »HAIR in N RK'R i 52 f�i Z e > d m td i m _E° =_ b w�1� 6 PREPARED FOR SHEET INDEX CAREPOINT DENTAL C1 TITLE SHEET, EXISTING CONDITIONS & REMOVALS PLAN C2.1 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 1 C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 2 C3 UTILITY PLAN C4 DETAILS in C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN EREPIARNMG R MIMEERWG PLOWS EN61NEEMMLE. e1. ul¢ aWRE SITEIN LINOIME9,MNmI4 pm.:(BSl)M18310 VERIFIED) Fg FAAI)3414701 NORTH CO• ' / TO O� 1 MO,a 3DFEET Know what's below. �� Call before you dig. B I I x1 dl LeEECY, DRAWN BY DEyGNBY: LGO C.M. C.W.P. DILKDBY: vRa. xo. —1— PROPOSED WATER PPE C.W.P. 1S15B1 PROPOSED SANITARY SEINER PPE OPoGINA. DA E PROPOSED STORM SEVER PWE JANUARY4,2018 1IX1 PRMOSM DRNNTIIE µ0 QEµ -WT 0 PROPOSED STORM MANMO{E ❑ PROPOSED CATCH BASIN A PROPOSED FLARED -END SECTOR Lp PROPOSED GATE VALVE PROPOSED HYDRANT 0 PRVOSM SANITARY SEVER MANHOLE PRWOSED COITWR �9M1� Z X9mm PROPOSED SPOT EIEVATON Cp 1a 4 w BuwN'V'o3vA¢ p t PROPOSED SELT PENCE o-m O PROPOSED DIRECTION OF CRAINAC{ O PROPOSED BITIMMWS G PROPOSED WNCIREIE OL PROPOSED RIP -RAP k11 PROPOSED FlLTRATION MEDIA ® PROPOSED INI£i PROTECTCN VICINITY MAP '1 S »HAIR in N RK'R i 52 f�i Z e > d m td i m _E° =_ b w�1� 6 PREPARED FOR SHEET INDEX CAREPOINT DENTAL C1 TITLE SHEET, EXISTING CONDITIONS & REMOVALS PLAN C2.1 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 1 C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 2 C3 UTILITY PLAN C4 DETAILS in C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN EREPIARNMG R MIMEERWG PLOWS EN61NEEMMLE. e1. ul¢ aWRE SITEIN LINOIME9,MNmI4 pm.:(BSl)M18310 VERIFIED) Fg FAAI)3414701 NORTH CO• ' / TO O� 1 MO,a 3DFEET Know what's below. �� Call before you dig. VICINITY MAP '1 S »HAIR in N RK'R i 52 f�i Z e > d m td i m _E° =_ b w�1� 6 PREPARED FOR SHEET INDEX CAREPOINT DENTAL C1 TITLE SHEET, EXISTING CONDITIONS & REMOVALS PLAN C2.1 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 1 C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 2 C3 UTILITY PLAN C4 DETAILS in C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN EREPIARNMG R MIMEERWG PLOWS EN61NEEMMLE. e1. ul¢ aWRE SITEIN LINOIME9,MNmI4 pm.:(BSl)M18310 VERIFIED) Fg FAAI)3414701 NORTH CO• ' / TO O� 1 MO,a 3DFEET Know what's below. �� Call before you dig. PREPARED FOR SHEET INDEX CAREPOINT DENTAL C1 TITLE SHEET, EXISTING CONDITIONS & REMOVALS PLAN C2.1 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 1 C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN -PHASE 2 C3 UTILITY PLAN C4 DETAILS in C5.1 STORMWATER POLLUTION PREVENTION PLAN C5.2 STORMWATER POLLUTION PREVENTION PLAN EREPIARNMG R MIMEERWG PLOWS EN61NEEMMLE. e1. ul¢ aWRE SITEIN LINOIME9,MNmI4 pm.:(BSl)M18310 VERIFIED) Fg FAAI)3414701 NORTH CO• ' / TO O� 1 MO,a 3DFEET Know what's below. �� Call before you dig. ii w wl 14 n I. EOF� ^ 953.13 4-, I� I1J A 53 EX. SAN IN {�•• W V 39TH (n6D19) I RE 951.90 - AVE N (UNKNOWN xi aRWFm \ Uk J ��! PROVIDE INLET SEDIMENT I OIL FOR PROPOSED STORM SEWER INLETS OUTRUN 24 HOURS OF STRUI�TURE INSTALLATION, AN0 FOR E%I$TNC STORM SEVER INLETS TIN W1LL (' RECEIVE RUN –OFF OURINO SIT: CONSTRUCTION. LEAVE IN –%LACE UNTIL SITE HAS BEEN STABILIZED. MTW) •VERIFY LOCATION TN INVERT OF EXISTING CATCH BASIN PRIOR TO CONSTRUCT1WN. I I EX. CB 951.91 947.93 � Va 're SILT IOC' W/ GEOTEXPLE RIP–RAP FABRIC 1 I ROCK CONSTRUCTION ENTRANCE A I.EF :y' 774 55. . 02 56:3 I I � 5 I 86122) CURB @ GUTTER -6 615ZS6 -- o� 000000 PSW 0000000 W 53.50 4 .,... 9' HIGH BITUMINg15 CURB 0000000 0 OOOOC 56.50 I II 4 –_ _ 57.1 57.1 CONCRETE DRIVEWAY APRON 1 1 1 1 Y I u 1. II INTEGRAL CURB k 423 �t I — e I I 57,80 1p OF I .0 _– _– �__– �� 1= 23 .10 R i 58 .75 O . . . ___ _______ 6 C.Y. CL III RIP –RAP W/ GEOTEXTILE FABRIC PROPOSED BUILDING PHASE 2 10,240 S.F. FFE = 959.00''.. s n.- RFF -00006 00000 PROPOSED BUILDING NNDOT mEGMUIxNMOIEsJ9Te PHASE 1 5.120 S.F. M76 FFE = 959.00 — ROOF DRAINAGE b MxOOT MIX 29-131 (MO LBS /ACRE) ENTK NRF MOOT MX 2}1]1 020 LBB/ACRE) ._.., WLh. >Ww1t .L6 ;. 0.249 SWALE - - "' 0.24% _____ M16 j. EXISTING BUILDING EDT NO 95].50 50 GARAGE cWRAGB TC = TOP OF CURB G =GUTTER OENERALNOIER THE INFORMATION SIO'M1 ON THESE DRAWNGS CONCERNING TYPE AND LOCATION O EXISTNG UTUTIES IS NOT GUARANTEED TO BE ACCWAN OR ALL INCISIVE THE CONTRACTOR 15 RESPONSIBLE FOR MAKING MS G'AN DETERMINATION AS TO TYPE AND LOCATION OF UTUTES AS NECESSARY TO AWq DAMAGE TO THESE UTILITIES. CALL '811' FOR EIDSTNG UTILITIES LOCATINS POOR TO ANY EXCAVATORS. THE CONTOCTCB SHALL FIEIL VERIFY 9II, ELEVATION, AND LCCRTW OF EBSTXG BANITMY SE VER, SipW gNfR, AXD WA1FR MAW .WD NOTIFY ENGINEER OF .WY OSCREPANOES PRIM N THE START OF INSTALLATIONS INSTALLATIONS EHµL WNFOPM TO THE 01 STANDARD SPEORCATONS AND DETAIL FATES. THE CONTACTOR WI NOT" CITY PUBLIC WOKS DEPMNENT A MINMUM CF 24 HOURS PRIOR TO THE INTERRUPTION O µY SEWER OR WATER SERVICES TO EDSTXG HOMES OR BUSINESSES. ESTORAGE O MATERIALS BU M OR pTPMENT SHALL NOT BE ALLOWED ON PUBUC OF -WAY. • NOTIFY CITY A MINIMUM O AS HOURS PRIOR TO THE CDMMENCEMENT O CGNSTRUCMIN. ALL ELECTRIC, TELEPHONE. AND GAS EXTENSIONS INCLUDING S RMCE MINES SHµL BE CONSTRUCTED TO THE APPROPRIATE UTUTY COMPANY EORCATONS ,1LL UIUTY DISCONNECTIONS WALL BE COORDINATED WITH U KNOW What's below. THE APPROPRIATE UTILITY COMPANY. CaII before you dig. CORK 6 BRONINOOS NOTES REMOVAL AND DISPOSAL O EXISTING STREET MATERIALS AS REWIRED OR COISIRUCTON Is CONSIDERED INCDENTAL SAW-CUT EXISTING BITUMINOUS AND CONCRETE CURB N MAX BUTT -AMT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. MONFILLING OF CURB IS INOOENTA TO CURB INSTµJATON. FOUR INCHES OF CLASS 5 UNDER CURB IS IMODENTAL N CUPS INSTALLATION. CURB ENDS SHALL TERMINATE IN A THREE -FOOT BEAVER TAIL Fr at' � I I I E I BI I T I IC) � I 11h, I IOU --t I m¢I pal z InI METALED) SEE SHEET C1 FOR LEGEND DRAWNBY: CEO"BY: C.M. C.W.P. SKID BY. FRO. HO. C.W.P. 151591 ODDDINO • DRAINAGE A EROSION CONTROENOM GAG'^ALG^ME, JANUARY4,2018 PRIOR TO ANY GRADING OPERATIONS. ME CONTRACTOR SHALL PROVIDE WMCO INLET PROTECTION (CAR OTHER APPROVED EWAU FOR ALL STtlM SEVER INLETS THAT CULL RECEIVE RUN -OFF FROM CIXISTRUCTW ACTINTES . CWTRACOM TO PROVIDE T)PSIAL STIMPIIES AT LOCATION DESIGNATED BY OVMER. PLACE STOCNRLES AS FAA FROM DRAINAGE WAYS AS Po54BIE PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF STOLRFIIE IS TO BE IN-PUCE LONGER MAN 7 DAVE, PROMISE SEED AND MULCH. THE CONTRACTOR SNALL FRONDS ALL SOO, S ®. MULCH AND FEATVJS WHICH WH CONFORM WITH THE FOLLOWNG MNDOT SPEOMAPI AS MWIRED BELOW. % 9DIDIRAL TURFµ ONCE PER 2 WEEKS C MMERCAL NRF - ONCE PER 4 WEEKS " SEEMED AREAS SHALL BE STONER MULCHED OR WMERED BY FIBROUS BLANKETS N PROTECT SEEMS AND LIMIT EROSION. ALL EROSION AN O SEDIMENT CONTROL MEASURES SHOWN ON ME PUNS OR IMPLEMENTED IN THE AMID 91.41 BE IN ACCORDANCE WITH THE CITY AND WOOS PNASE II PERMIT REWWEMENIS AND THE LTCAS 'PKOTECTNG WATER WAUTY IN AMMAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA' THE CONTRACTOR SKAU. PROVDE DESIGNATED CONCRETE TRUCK WASNWT ON AREA WON APPRMATE SCHOOL. WASHOUT AREA 1, TO BE A MINIMUM OF W FROM STORM DRAINS. WITCHES. PONDS. OR DTHER STORM FFANRES ALL LIWID AND SOLN WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS RUST BE COMTMNED IN A TEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE MINER (EG. COMPACTED CLAY LINER. MPERMEABR GEG- MUAVAME). AFTER WASTE CONCRETE IS SET, BREAK -UP AND O9`OSE OF PROPERLY. THE CONTRACTOR SILL MAINTAIN SILT ONCE. MOULDING THE REMOVAL OF ACCUMULATED SEDIMENT. "GO H COAPLEDOW LT BUILDING COHSlINC1HRN. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION O' WIWNG CONSTRUCTION AND UPON ESTABU91MENT OF MEGETARON. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY MMES AND MAKE SURE ME BROACH CONTROL PFACTIIYS IN -RAGE IN THOSE AREAS PREMENT MIGRATION OF SEGMENT ONTO ADJACENT PRORRTIES. NE CONTRACTOR WALL PROVIDE WODO FIBER BLNKET FOR ALL AREAS OF CONCENTRATED ROW AND FOR ALL SLOPES 3:1 OR %G 'µDV. IF My SLOPES APPEAR TO BE FMIING THE CIXJTRACTOR SHALL PROVIDE ADDITIONµ SILT RNCE. NMU AND EROMW! CCNTRO BLANKET AS NEEDED. THE CONTRACTOR SHALL FINAL GRADE SWME AREAS IPCN STABILIZATION O UPSTREAM AREAS THE CCNIRACICIR SHALL SOD AJL OSMOSIS) DRAINAGE AREAS. INCLUDING BWAHES OW AROUND RFUHM ARND STOM SEWER TIMED-END SECTION% AND OF- STREET CATCH BASMS. UPON DIAMOND COMPLETION THE CONTRACTOR STALL PROVIDE NATIVE IONSOL, 9£D, AND MULCH ANCHORED METH A STRAIGHT SET DISC WITHIN AB HOURS OF FINAL GRADING EKNESB SOIL SHOULD SE TREATED LIME OTHER EXPOSED SOL AND STABRUZED WTHIN 72 HOURS IVY SOL STOCNIMSS ARE TO HAVE SILT RNCE PACED ON DOWNSTREAM SIDES AND SHALL NOT SE PACED IN SURFACE WATERS ADJACENT STREETS SHALL BE KEPT DEAN OF CONSTRUCTION MAlEM145. DIRT, AND OTTER UNCESRABE MAIEMI WHEN MATERIALS OR DE605 HAVE WASHED/FLOWED ONTO ADJACENT STREETS. IT IS THE COHIRACIOYS RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. PHASE 1 GRADING, DRAINAGE 8& EROSION CONTROL PLAN 3836 STINSON BOULEVARD W y EP SES y � B WMA P. C w O •� a i y N 6 =0 m _ PREPARED FOR CAREPOINT DENTAL SrtEPUNNING 8 ENGIRT FNIrvG PLOWS ENGINEENINGAN& an8 VJ(E DRFE GLIDE LINO LAK MQ E &MNRIN14 PHONE:RBSNRIIMIO FMK: MST3elsml NORTH 0 11 20 I NGI � AFFEi C20i NNDOT mEGMUIxNMOIEsJ9Te M76 BLISHMENT ERGAL TURF MxOOT MIX 29-131 (MO LBS /ACRE) ENTK NRF MOOT MX 2}1]1 020 LBB/ACRE) FALL OOWR :RRMIJ�= tR M1OST MIX P1 112 (100 LOS /ACRE) ING/SUAMER MNDOT MIX 21 111 (IOU IBS /ACRE) ONS COMER MNDOT MIX 21 IU (110 LBS/AOY) AS COVER MNWT YIX 22 11 (305 LBS /ACRE) ARS COVER MNDOT MIX 22 f12 (60 IBS /ACRE) 3882 TYPE i - DISC ANCHORED) ET J985 CATEGORY 2 % 9DIDIRAL TURFµ ONCE PER 2 WEEKS C MMERCAL NRF - ONCE PER 4 WEEKS " SEEMED AREAS SHALL BE STONER MULCHED OR WMERED BY FIBROUS BLANKETS N PROTECT SEEMS AND LIMIT EROSION. ALL EROSION AN O SEDIMENT CONTROL MEASURES SHOWN ON ME PUNS OR IMPLEMENTED IN THE AMID 91.41 BE IN ACCORDANCE WITH THE CITY AND WOOS PNASE II PERMIT REWWEMENIS AND THE LTCAS 'PKOTECTNG WATER WAUTY IN AMMAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA' THE CONTRACTOR SKAU. PROVDE DESIGNATED CONCRETE TRUCK WASNWT ON AREA WON APPRMATE SCHOOL. WASHOUT AREA 1, TO BE A MINIMUM OF W FROM STORM DRAINS. WITCHES. PONDS. OR DTHER STORM FFANRES ALL LIWID AND SOLN WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS RUST BE COMTMNED IN A TEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE MINER (EG. COMPACTED CLAY LINER. MPERMEABR GEG- MUAVAME). AFTER WASTE CONCRETE IS SET, BREAK -UP AND O9`OSE OF PROPERLY. THE CONTRACTOR SILL MAINTAIN SILT ONCE. MOULDING THE REMOVAL OF ACCUMULATED SEDIMENT. "GO H COAPLEDOW LT BUILDING COHSlINC1HRN. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION O' WIWNG CONSTRUCTION AND UPON ESTABU91MENT OF MEGETARON. THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY MMES AND MAKE SURE ME BROACH CONTROL PFACTIIYS IN -RAGE IN THOSE AREAS PREMENT MIGRATION OF SEGMENT ONTO ADJACENT PRORRTIES. NE CONTRACTOR WALL PROVIDE WODO FIBER BLNKET FOR ALL AREAS OF CONCENTRATED ROW AND FOR ALL SLOPES 3:1 OR %G 'µDV. IF My SLOPES APPEAR TO BE FMIING THE CIXJTRACTOR SHALL PROVIDE ADDITIONµ SILT RNCE. NMU AND EROMW! CCNTRO BLANKET AS NEEDED. THE CONTRACTOR SHALL FINAL GRADE SWME AREAS IPCN STABILIZATION O UPSTREAM AREAS THE CCNIRACICIR SHALL SOD AJL OSMOSIS) DRAINAGE AREAS. INCLUDING BWAHES OW AROUND RFUHM ARND STOM SEWER TIMED-END SECTION% AND OF- STREET CATCH BASMS. UPON DIAMOND COMPLETION THE CONTRACTOR STALL PROVIDE NATIVE IONSOL, 9£D, AND MULCH ANCHORED METH A STRAIGHT SET DISC WITHIN AB HOURS OF FINAL GRADING EKNESB SOIL SHOULD SE TREATED LIME OTHER EXPOSED SOL AND STABRUZED WTHIN 72 HOURS IVY SOL STOCNIMSS ARE TO HAVE SILT RNCE PACED ON DOWNSTREAM SIDES AND SHALL NOT SE PACED IN SURFACE WATERS ADJACENT STREETS SHALL BE KEPT DEAN OF CONSTRUCTION MAlEM145. DIRT, AND OTTER UNCESRABE MAIEMI WHEN MATERIALS OR DE605 HAVE WASHED/FLOWED ONTO ADJACENT STREETS. IT IS THE COHIRACIOYS RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. PHASE 1 GRADING, DRAINAGE 8& EROSION CONTROL PLAN 3836 STINSON BOULEVARD W y EP SES y � B WMA P. C w O •� a i y N 6 =0 m _ PREPARED FOR CAREPOINT DENTAL SrtEPUNNING 8 ENGIRT FNIrvG PLOWS ENGINEENINGAN& an8 VJ(E DRFE GLIDE LINO LAK MQ E &MNRIN14 PHONE:RBSNRIIMIO FMK: MST3elsml NORTH 0 11 20 I NGI � AFFEi C20i I PROMDE INLET SEDIMENT CONTROL FOR PROPOSED ^ ' I STORM SEWER INLETS WETHIN 24 HOU S OF SILT TENDS q;• STRUCTIRBEWEINSTALLATO. AND FOR STING (T�) ^ ea RUNN --OFF •OURING�SITTE THAT LEAVE / w pvz IN-PLACE ACE UN1TL SITE HAS BEgl STA JUMD. I )a _ 111EEE m_ _ _____ _----------- CONCRETE DRIVEWAY AT g _ _ m n -n 7 .9 OD I_ ROCK CONSTRlION- 7839 5460 btl 419 '55.90 o-3% x m e_ 11 (613 CURB k GUTTER SET T 954.00 �R (TYP) 8= 953.00 n t - - '. 56.50 __._ - ',- /� --a. II ~ 56.20 IIrL IIII yIII" 57.ta+p 6 C.Y, CL 111 RIP -RAP w a _ __ 97.15 '_-_ 1� ` -5]J.E W/ CEOIEXTLE FA�tIC W 5$.SO � �^ - w� i= _ / I Y INTEGRAL CURB & SIDEWALK - ,(/ F T- 957.00 ^ Nw ' B- 953.00 EOF 5783 953.13 W 4 __ 5]y.�80 L x 50,1 TI YA d G .23 &23 m W m 58.9 T 8.73 C E%. SAN IN {I� \T-957 00 39TH RE895DT99O I w^ V B- 953.00 AVE N lE (UNKNOMN) +. T =957.00 5I U t. B- 953.00 PROPOSED BUILDING u PROPOSED BUILDING PHASE 1 .'_0iFi0_°_M� 11 PHASE 2 5,120 S.F. T =953 10.240 S.F. FFE = 959.00 8 =95300 FFE .2 9599.00 ,n E% CB 9519* Oi A T- 956.00 ROOF DRAINAGE a i Y Y � 1 11 I 947.9* 8- 953,50 .Y ('NOTIPELD RIFlEO) m ___________ v n 9% , n u xmxAM a 0 / 0 0.2R SOMME °� 0. 4] ' S 70 -- ___________ ______ 9y___________ X57.14 #;.� x5326 R SWALE Y].3B .�""e 02� WXL .,4 ___ ___ ____ I a _ _______ a6 .R, 3 w �.4 ? T• ^ a ^ WILDING EOF EXISTING NOTE: 957.50 DAMAGE T - TOP OF WALL DAMAGE B - (ROUND ELEV AT OUTSIDE BOTTOM OF WALL TC - TOP OF CURB G - GUTTER GENEIGLNOTES CwRiNEEN ■NORNOTES NE RIFOWATON GIOYM ON NEW DRAMNDS CONCURRING THINE .0 REMOVAL AND DEPOSAL OF ENDING STREET MATERIALS AS REWIRED FOR LOCATION O EMSTNG UTNTES IS NOT GUARANTEED TO BE ACCURATE OR ALL CDRSIRUCTON IS COMDUM) INCIDENTAL INCIMSML WE CONTRACTOR IS RESPW4EE FOR MAKING HIS MIN DETERMINATION AS W TYPE AID LOCATION OF UTUTES AS NECESSARY TO SAW -WT EXISTING BIWMNWS AND CONCRETE CURB i0 PROVIDE BUTT - AVO) DAMAGE W NEW UNITES .NXXT CALL `811' PER ERSTNG UnUTES LOCATIONS PRIOR TO ANY EXCAVATIONS RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. THE CONTRACTOR SHALL PELD NR FY SM. ELEVATON, AND LOCATION CP BACKFILUNB OF CIA® Is INODENTM TO CURB INSTALLATION, EIOSTNO SANITARY WAN. STORM SEMR, AND "MR MAIN AM NO FOUR INGES BE MASS 5 UNDER SERB 15 INCIDENTAL TO CURB WSTALLATON. CHOWER CP ANY DIYREPANCES PRIOR TO WE START OF INSTAAUnONB INSTALLATIONS S HML CO CORN TO WE CITY STANDARD SIEOPCATCNS AND SERB ENDS SHALL TERMINATE IN A W REE-FOM WAYFR TAIL DETAIL PLATES. WE CONTACTOR SHALL M NOTIFY CITY PUBUC ASS DEPARTMENT A MINIMUM CP 24 HOURS PROM TO WE INTERRUPTION OF ANY SEMER OR MAY ER SEANCES TO SMITING HOMES OR BUSNESWS. • STORAGE OF MAMMALS OR EQUIPMENT SHALL NOT BE ALLOMED ON PUBUC STREETS OR MWW PUBLIC RIGHT -O -WAY. R NOTIFY OW A MINIMUM OF NB HOURS PRIM TO THE COMMENCEMENT O- CONSWUCTON. ALL ELECTRIC TELEPHONE, AND GAS E%TENSOXS INCLUDING SERMCE LINES SHALL BE CONST LCTUO TO THE APPRORMAT: UTILITY COMPANY WECIFHCATMS AL UTILITY OSCCMNECTONS SHALL BE COOK NATO MN Know what's below. WE APPRCPMAE UmrtY COMPANY. Call before you dig. 2 I w uI nl MH wIHnED) SEE SHEET CI FOR LEGEND OWING, ORRINRGE R EROSION CONTROL NUR PRIOR TO ANY CRANNY OPERATIONS. THE CONTRACTOR SHALL FROMM MMW INL£i PROTECTON (OR OTHER APPROIED EWAL) FOR ALL STORM SEVER INLETS THAT WILL RECIEW RUN -GET FROM CPVSTRUCDON ACnWnES . CONTRACTOR TO PROVIDE TCPSOL STOCKPILES AT LOCATOR DESIGNATED BY O'MiET. PLACE STOCAPILES AS FAR FROM DRAINAGE WAYS AS POSSIBLE. PROVIDE SILT PEACE AT DOMHSTREAM SM OF STGCHIS E LOCATIMS. IF STDCKPILE IS i0 BE W -PLACE LO O:R THAN 7 DAYS PROVIDE WED AND MULCH. THE CONTRACTOR $HALL PROVIDE ALL =SEED. MULOI AND FERTUMR INCH SXALL CONFORM M1X TIE FOLOMNO MNDOT uIEOFICATONS AS MOOIRED BELOW. OF: RE4DENTML WRF - ONCE PER 2 REEKS COMMERCIAL WRF - ONCE PER 4 MEEKS '• SEEDED AREAS SHAUL BE OMpR MULCHED OR EDMOND) BY FIBROUS DLANKETS TO PROTECT SEEDS AND MY EPOSON. ALL EROSION AND SEGMENT CONTROL MEASURES SHOM, ON WE PLANS OR IMPLEMENIED IN THE fELD SHALL BE IN ACCORDANCE MW WE CITY AND NPOES PHASE II PERMIT R£DUIREUNTE, AND ME MPCA'S'PROTECTING WATER WAUT9 IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MNNESOTA' THE CONTRACTOR SHALL PRONOE DEWGNAMD CONCRETE TRUCK WASHOUT AREA MM APPROPRIATE ROUGE p1CVT AREA IS TO BE A MNIMM O MY FROM STORM DRNNS IN ES, PONDS• OR OTTER STMMWA7ER MATURES, ALL uWID AND SOtm w.ASTE GTIFAATED er caxcREIE WASHOUT OPERATGNS MUST BE CONTAINED IN A TEAK -P000I CMTAIMMNT FAOU_ OR IMPERMEABLE LINER (EG COMPACTED CLAY LINER, IMPERMEABLE CEO - MEMBRANE). AFTER WASTE COMPETE 15 Wi, BRENhUP AND DISPOSE OF PROPERLY. WE CONTRACTOR SHALL MAINTAIN %I FENCE. INCLUONG ME REMOVAL O ACWMVLAXD SEGMENT, THROUGH CCMPUTON OF FUNDING CORSTRUCTON. SILT FORCE W BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. ME CONTRACTOR SHALL PAY GREG& ATTENTION W ALL ADUCENT PROPERTY LINES AND MAHE SURE WE EROSION CONTROL PRACTICES W -PLACE IN NOW AREAS PREVENT MIGRATION OF SEDIMENT MID ADJACENT PROPERTIES E CONTRACTOR SHA PROADE NO DUMBEST IMER DUM FOR ,W. AREAS OF C THE LL ROW AND FOR ALL SLOPES &I OR GREATER. IF MY AMES APPEAR TO BE FAIUNG WE CONTRACTOR SHALL PROVIDE ADDITpIK ALT FENCE, SCROLLS AND ER04ON CONTROL OANKET AS NEEDED, WE CONTRACTOR SMALL PNAL GRACE SWAHE AREAS UPON STABILMATON OF UPSNEMI ARMS. TXE CONTRACTOR SHIN 5'b. ALL DISARMED DRAINAGE AREAS, WCWDWG SWMES, OWRRUOMS, AROUND STORM SEVER FLARED -END WCTONS, AND O F- STREET CATCH BASINS. UPON GRADING 0.WPETGN THE CONTRACTOR SHALL PROVIDE NATIVE TCPSGL SLED. AND MULCH ANCHORED MN A STRAiMT Wi OSC MAIN iM HOURS O FINAL GRADING EXCESS SOIL 5NWLD BE TREATED UKE OTHER EXPOSED SOIL AND STAINUM MNIN 72 HOURS, ANY SOL sTOxPLES ARE TO HAYS SILT PLACE PLACED ON DOINNSTREAM GOES AND SHALL NOT % FILMED IN SURFACE WATERS ADJACENT STREETS SHAD BE KEPT OMAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. 'MIEN MATEPoMS OR DEBRIS HAW .9TH D/RLOWD MM ADJACENT STREETS IT IS NE CONTRACTOR'S RESPONGBNTY TO SM:EP /SOUPS STREETS AS NECESSARY OR AS DIRECTED BY WE CITY. DRAWN 6V: I DESIGN BY C.M. C.WA. GHCKDev: PM7J. xo. C.W.P. 111591 OUP. DAZE: JANLARY4.2016 F fI e s O 2 � W � Ox. O w O 5E w Z• S o BID sm L9 O M g PREPARED FOR: CAREPOINT DENTAL a% SCM,LWNING REN .THING PLOWS ENGINEERING, INC. (I718 IM ORNE CLUE I'D IINOIA. MN55014 PHONE H65UM,, i,C FAX: (651) MI.NH NORTH ) O C A I.C.- 2111E! PHASE 2 GRADING, DRAINAGE 38& EROSION CONTROL F 36 STINSON BOULEVARD CZ.Z MOOT SPECUTCAnaM01Es 3870 3876 ESTABUSHMDIi OMMERCAL WRF MOOT MX 25 -131 (220 LBS /ACRE) RESIO11nAL TMF .. MX 25-In (120 Les /AQE) FALL COWER X MNDOI MO 21 -112 (IN LBS /ACRE) RNMG/SUMMER WOOF MIX 21 -111 (IN 195 /ACRE) - BUILOWD COYER AMOT WX 21 -113 (110 LBS /AO B) -2 YEARS COYER MNDOT MIX 22 -VI (30.5 LBS /ACRE) -5 YEARS COWER M MOT MX 22 -112 (AO LBS /ACRE) MNQ (TIE 1 - NEC AHCMgiEO BBBI LANW:T SIDE CATEGORY 2 OF: RE4DENTML WRF - ONCE PER 2 REEKS COMMERCIAL WRF - ONCE PER 4 MEEKS '• SEEDED AREAS SHAUL BE OMpR MULCHED OR EDMOND) BY FIBROUS DLANKETS TO PROTECT SEEDS AND MY EPOSON. ALL EROSION AND SEGMENT CONTROL MEASURES SHOM, ON WE PLANS OR IMPLEMENIED IN THE fELD SHALL BE IN ACCORDANCE MW WE CITY AND NPOES PHASE II PERMIT R£DUIREUNTE, AND ME MPCA'S'PROTECTING WATER WAUT9 IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MNNESOTA' THE CONTRACTOR SHALL PRONOE DEWGNAMD CONCRETE TRUCK WASHOUT AREA MM APPROPRIATE ROUGE p1CVT AREA IS TO BE A MNIMM O MY FROM STORM DRNNS IN ES, PONDS• OR OTTER STMMWA7ER MATURES, ALL uWID AND SOtm w.ASTE GTIFAATED er caxcREIE WASHOUT OPERATGNS MUST BE CONTAINED IN A TEAK -P000I CMTAIMMNT FAOU_ OR IMPERMEABLE LINER (EG COMPACTED CLAY LINER, IMPERMEABLE CEO - MEMBRANE). AFTER WASTE COMPETE 15 Wi, BRENhUP AND DISPOSE OF PROPERLY. WE CONTRACTOR SHALL MAINTAIN %I FENCE. INCLUONG ME REMOVAL O ACWMVLAXD SEGMENT, THROUGH CCMPUTON OF FUNDING CORSTRUCTON. SILT FORCE W BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. ME CONTRACTOR SHALL PAY GREG& ATTENTION W ALL ADUCENT PROPERTY LINES AND MAHE SURE WE EROSION CONTROL PRACTICES W -PLACE IN NOW AREAS PREVENT MIGRATION OF SEDIMENT MID ADJACENT PROPERTIES E CONTRACTOR SHA PROADE NO DUMBEST IMER DUM FOR ,W. AREAS OF C THE LL ROW AND FOR ALL SLOPES &I OR GREATER. IF MY AMES APPEAR TO BE FAIUNG WE CONTRACTOR SHALL PROVIDE ADDITpIK ALT FENCE, SCROLLS AND ER04ON CONTROL OANKET AS NEEDED, WE CONTRACTOR SMALL PNAL GRACE SWAHE AREAS UPON STABILMATON OF UPSNEMI ARMS. TXE CONTRACTOR SHIN 5'b. ALL DISARMED DRAINAGE AREAS, WCWDWG SWMES, OWRRUOMS, AROUND STORM SEVER FLARED -END WCTONS, AND O F- STREET CATCH BASINS. UPON GRADING 0.WPETGN THE CONTRACTOR SHALL PROVIDE NATIVE TCPSGL SLED. AND MULCH ANCHORED MN A STRAiMT Wi OSC MAIN iM HOURS O FINAL GRADING EXCESS SOIL 5NWLD BE TREATED UKE OTHER EXPOSED SOIL AND STAINUM MNIN 72 HOURS, ANY SOL sTOxPLES ARE TO HAYS SILT PLACE PLACED ON DOINNSTREAM GOES AND SHALL NOT % FILMED IN SURFACE WATERS ADJACENT STREETS SHAD BE KEPT OMAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. 'MIEN MATEPoMS OR DEBRIS HAW .9TH D/RLOWD MM ADJACENT STREETS IT IS NE CONTRACTOR'S RESPONGBNTY TO SM:EP /SOUPS STREETS AS NECESSARY OR AS DIRECTED BY WE CITY. DRAWN 6V: I DESIGN BY C.M. C.WA. GHCKDev: PM7J. xo. C.W.P. 111591 OUP. DAZE: JANLARY4.2016 F fI e s O 2 � W � Ox. O w O 5E w Z• S o BID sm L9 O M g PREPARED FOR: CAREPOINT DENTAL a% SCM,LWNING REN .THING PLOWS ENGINEERING, INC. (I718 IM ORNE CLUE I'D IINOIA. MN55014 PHONE H65UM,, i,C FAX: (651) MI.NH NORTH ) O C A I.C.- 2111E! PHASE 2 GRADING, DRAINAGE 38& EROSION CONTROL F 36 STINSON BOULEVARD CZ.Z L� J EX. SAN IN 39TH (O'BOS) ftE 951.90 AVE. N R: (UNKNOVM) CONNECT 12' RCP h0 EXISTING &B E 948.20 I I 60 W W ti �p WIF z .. U EX. u I I I I I I I I I I CB o RE 954.15 TT IE 951.00 QW 20 n, TO BE INSTALLED IN PHASE 2 i � I I l l l l as sooft °" I�I��IIIII fl I I I I I I I I u`4r i I`�; i i i i i li i li u I III III I -- — — - 1_J__L — L __I- L-A----- ------ --- - - - - -- - IId- ____ _____________________ 'I OUTLET CONTROL STRUCTURE SEE DETAIL -SHEET C4 RE 952.70 IE 948.30 / 12' APRON ✓/ 951.00 PROPOSED BUILDING PHASE 2 / II 10,240 AF. I HOPE FFE 111 959.00 0 8.4e I O .48R �^1 12' YARD DRAIN A. $� 3 LJ RE 956.90 H RX II IE 954.90 �' O r//////// /Z ///,'// /, EXISTING OARAGT OBIEW NOTES THE INFORMATION SHOMN ON THESIS DRAWINGS CCNCDMwG TYPE AND UOl OF EMINS UTIUTES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCUUSl THE INS IS RESPONSIBLE FOR MAMNG HIS DINT DEWRNINATOR AS TO TYPE AND LOCATION OF UNITES AS NECESSARY TD AVOID DAMAGE M THESE UTILITIES. CALL '811' FOR EXISTING UNITES LOCATIONS PRICK TO MY EXCAVATIONS THE CONTRACTOR SHALL FIELD VERIFY SZE, ELEVATION, AND LOCATION CP EXISTING SANITARY SERER, STORM SEWER. AND WATER MAIN AND NOTIFY ENGINEER OF .WY DISCREPANCIES PRIOR TO ME START OF INSTALATUNS. INSTALLATIONS SHAL CO PORN M NE CITY STANDARD SPEOFICATCHS AND DETAIL PLATES ME CONTRACTOR SHALL NOTIFY CITY PUBLIC WOl DEPARTMENT A NINTHLY OF 24 NOUNS PRIOR TO THE INTERRUPTION OF My SERER OR WATER SEANCES TO EXISNNG HOMES OR BUSINESSES. STTREETS OR MMATERIALS �OR EQUITNEHi SHALL NOT BE gLLOKO ON PUBLIC D -WAY. NOTIFY OTY A MINIMUM OF b HOURS PRIOR TO THE COMMENCEMENT OF CwaTRUCTay. ALL ELECTRIC. 1ELFFXONE. AND GAS EXTENSORS INCLUDING SERVICE UNES 9ULL BE CONSTRICTED TO THE APPROPRIATE UTILITY COMPANY SPEOFICATONS, ALL UTILITY DISCORNECTCNS SHALL BE COORONATED WITH Know what's below. THE APPROPRIATE UNITY COMPANY. Call before you dig. EXISTING WATER MAIN LOCATION AND 52E SHALL BE MODIFIED IN THE FIELD FIRM TO CONSTNCTIM NOTIFY ENGINEER OF AHY DISCREPANCIES PRIM TO MY INSTALLATIMS. PROVIDE PONE INSULATION M OE SERER (SANITARY OR STORM) MOSSES ANN 16' OF WATER MAN. PROPOSED WATER MAIN SNA1 BE 6' PVC C -900. NECHAOLAL MAYS SHALL BE USED FOR WATER MAIN PIPES 4 -IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM M AWRA C111 (ANSI A21.11). MANTAIN MINIMUM 7.5 -1 COWR TO TOP 01 ALL WAT@ MAN PIPE, SANITARY SEWER NOTES EASTNG SANITARY SEMEN LOCATION. SIZE. AND ELEVATION SHALL BE VERIFIED IN THE FIETD PRIM TO CONSTRUCTOR. NOTIFY EXONEER OF MY DSCREPAMES PRIOR TO ANY INSTALLATIONS. PROPOSED SARYMY SEWER MAJ. SE PVC SCHEDULE Q. 6I iw 01 DWI � v i Vi m I� M. PROPOSED BUILDING PHASE 1 5.120 S.F. FIFE = 959.00 EXTEND SAN. k WATER SERVICES INTO BUILDING AT LOCATIONS DETERMINED BY OWNER 6- VERIFIED) wgI I REDUCING 0 I I I STORM SEWER NOTES REID YEIFY SLU. ELEVATgI, AND LOCATON OF EXISTING STORM SERER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY WITALLATIONi MEN CALLED OUT AS FPE. STORM SERER SHALL BE REINFORCED COMMETE PIPE (RCP) ANSI US FIFTH R -4 GASKETS OR. IF NLOREO BY PTY. HOPE RPE MAY BE USED. (SEE PLY' FOR LOCATCNS'WIERE Ill IS REWIRED.) HOPE PIPE SINL MEET THE REQUIREMENTS OF AASHTO Ml TYPE S MITH WATERTIGHT CCNNECTOHS USE SAND /CRM'ULAR MATERIAL FOR BACpIWNG AND LDIII' TON OF HDPE/PVC RAE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2121, STORM SEWER IENGMB INCLUDE NE LAYING LENGTH OF THE RAINED -END SECTION. LAYING LENGTH OF AAtON TO BE DEDUCTED FROM PAYMENT LENGTH M PIPE ALL PORTONS OF THE STOW SEWER SYSTEM LEGATED MTHN 10 FEET OF THE BUYING OR WATER SERNIE UNE MUST BE TESTED IN ACCORDANCE wTH MINNESOTA RULES, PART 47152520. STORN SENIOR PIPES TO BE JOINED TO THE CANT BASIN Al W/ Al RESILIENT RUBBER JOINTS TO MARE THEM GASTIGHT OR WATERTGHT. CEMENT MGNAR JUNTS ARE PERMITTED ONLY FOR REPWRS AND CONNECTIONS OF EXISTING MINES CONSTRUCTED WITH SUCH Ml SEE SHEET C1 FOR LEGEND DMWN BN. IN SIGN SY. C.M. C.W.P. CNCROSC FROJ.NO. C.W.P. 1B -1591 OFNdNAL. JAJUARY4,2018 RING . NGINI FRINC, PLOWS ENCINEERINC, INC. O1," KE D. SUITEIIU urq IANE9. Mx swla PNONE165Ta61Ai10 1AXPINI)XI.8,01 NORTH 0t� I INCH• BIFEET UTILITY PLAN t!� 3836 STINSON BOULEVARD V O 6 aka m y _ 9W A. $� 3 z z H RX CONNECT TO EXISTING �' O SANITARY SERVICE ° (VERIFY SIZE, LOCATION k ELEVATION LU PRIOR TO CONSTRUCTION) E a LU RING . NGINI FRINC, PLOWS ENCINEERINC, INC. O1," KE D. SUITEIIU urq IANE9. Mx swla PNONE165Ta61Ai10 1AXPINI)XI.8,01 NORTH 0t� I INCH• BIFEET UTILITY PLAN t!� 3836 STINSON BOULEVARD V O 6 e w W Z m y _ z z H RX H m e g CONNECT 6' WATER SERVICE TO W EXISTING 6' WATER MAIN NO (VERIFY SIZE, LOCATION & ELEVATION PREPARED FOR PRIOR TO CONSTRUCTION) CAREPOINT DENTAL RING . NGINI FRINC, PLOWS ENCINEERINC, INC. O1," KE D. SUITEIIU urq IANE9. Mx swla PNONE165Ta61Ai10 1AXPINI)XI.8,01 NORTH 0t� I INCH• BIFEET UTILITY PLAN t!� 3836 STINSON BOULEVARD V w 1' - 2' WASHED ROD( ROCK CONSTRUCTION ENTRANCE NOT TO SCALE 2' X 2' MXID M STEEL POST Y -T' O.C. YORE MESH REINFORCEMENT. STD. FIELD FENCE. MIN. 30' HILH, MAX. MESH M'ACING OF 6' AND MIN. 14 -1/2' GAUGE MIRE IS MTONN_ GEORXTIIE FILTER FAERM - OVERLAP 6' AND FASTEN AT 2• INTERVALS. LAY FABRIC IN WEMM FABRIC ANCHORAGE TRENCH. BAMFlLL TRENCH WTH TAMPED NATIONAL ME. �a / O EXTEND WRE MESH NN TRENCH, MIN. NnTFe' A M-SY PoST 1) WOE MESH R NOT REWIRED. ArvCNMACE W -SIN ST 2) ttM1RALTM IS RESPMSIBI£ fM K.GVAL CE ALL EROSION CONTROL MATERIALS FOLLOWNC TURF ESTABLISHMENT EROSION CONTROL FENCE NOT TO SCALE rM PLATE M 1 CENTER OF FILTER ASSEMBLY T.OM' Q - TOP OF CURB BOX FILTER ASSEMBLY HICH -FLOW FABRIC MIRAFI FF101 MECO INLET PROTECTION NOT TO SCALE R- .3062 -V I r I /rR ]x �Inx iI4 "IFr. e' Ir NOTE: FOR MECHANNALLY WO CURB. SHOE MAY BE 71LMM. 1012CONCRETE0018 ANBROflEN NOT TO SCAE �R I ]x IAr/iT e• Ir. NOTE: FOR MEMMMNIY 4W OUR& SHOE YAY BE TRIG. M200NORMCBRBMI NOT TO SCµE L WEAR COURSE MIXTURE 23 B (LW.E4501M) ORDINARY COMPACTOR METHOD TACK COAT, MNOOT 235] Y BASE - 23RD NON -MM COURSE MIXTURE B (LVNW350303) ORDINARY COMPACMNH METHOD 6' AM BASE. CL 5 M CL6 MNOOT 3138 SPECIES:) DENSITY COMPACTION METHOD APPROVED GRANULAR SUBDA AS DETERMINED BY CEOTELXNICAL ENGWEM PANMC SNALL CONfpN TO MHE LATEST MMON OF MNDOrS STANDARD MEGRCAnONS FOR CONSTRUCTION AND THE OWE STANDARDS FOR STREET AND UTIUTY CDNSTRUCTION. MOTECHNICAL ENGINEER TO RENEW CN -G E MIS AND PA EMENT SECTION PRIOR TO ANY INSTALLATIONS, PROPOSED BITULIINOUS NOT TO SCALE PLANTING SUGGESTIONS NATIVE FUNTIMI NATIVE PLANTINGS 941IW GIANT BUR -REM BIG BLUESNA, li WOOL MASS SEDGE BASE BE MNT GRASS 6' MIFlCE CORD MASS MITCN GRASS 3PNKr" � 8UE FUG IRIS BLUE `D RVNN PRONOE S FERGUS SHREDDED SWNIP MIL.KKED PRAMYE BUZINUSTAR WOOD GAPS AROUND NEW TAMARAM TAMARACK PLANTINGS JOE-PYE NEED NEW ENGLAND ASTER N m NEW ENGLAND ASTER RED -OSIER MURMU IE 938.38 PRA IRIE U BDNCSTAR SANDBAR Maft 1- OUTLET CONTROL STRUCTURE BONMI BLACK CHOKECNEIETV NOT TO SCALE CAREPOINT BLACK MUM BLACK N1LLOW RL —T I. USE LOW - IMPACT, EARN MOVING EQUIPMENT (WOE TRACK M MARSH TRACK ECJIPMMT. M LIGHT- EQUIPMENT MEN TURF -TYPE TIRES.) 2. NO MINING OF SANDY SOLD ALLOWS) IN BASIN. ] RNA_ MADE ONLY UPON STABILIZATION OF UPSTREAM AREAS 4. BASIN TO REMNN UNLINED. 5. PROTECT BASIN FROM RUN-OFF DURING CONSTRUCTION ACTNTES. EXCAVATE BASIN TO FINAL MADE ONLY UPON STABIGZATON OF CONTRIBUTNO DRAINAGE AREAS. SCORE e CONCRETE WALK (3.: e COMPACTED AGGREGATE BAY APPROYID GRANULAR SUBBASE _ �21mla MOTEX 1) USE EXPANSION MXNT MHERE NEW CONCRETE MEE15 E95nMG CONCRETE M STRUCTURE. 2) CMTRO. JIXNTS SHA1L EE CUT WTH A "TER HAVING A RADIUS M I/4' AND OPACEO O 5' -0' O.G WAX. U.MO. 3) EXPANSION "n SHALL Y SPACES AT 20' -0' O.C. SAX. AND SHALL CONSIST OF A I12' PRE -FORMED JOINT FILLER. 4) ANTI - SPAWNG COMPOUND SHALL BE APP D TO CONCRETE SURFACES MORAL CURB AND SIOFW= NOT TO SCALE INFILTRATION BASIN NOT TO SCALE PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT(NAMW PLANTS RECOMMENDED - SEE TABLE AT LEM M USE Mn00T SEED MIX 33_261 (L UCAnM RAM-35 LBS/ACRE) EROSION CONIRCL BLANKET SUITABLE FOR SECOND (E.G STRAW- CCCMUT BLANKET) IN SALVACM OA-SITE TOPSOIL INTO TM OF INELTRARM BASIN (MIN. 6M SAM) NO BURYING OF SILTY MATERIALS IN BASIN AMA DO WD OVER- EXCAVATE BASIN AREA DRAWNBY: CESIGNBY: C.M. C.W.P. CXLNDBY: fliGJ. 1K). C.W.P. 151591 oRmMML OATe J LNUARY 4. W1B FLEV�+ 991.90 � � 941IW gEm EL£VB+ li �54y i 6' MIFlCE ° q ° c Y J 3PNKr" � OUnLT (SEE PLAN) —B' MIFlCE w .P 5° BITUMINOUS p3 R U PAMEME£ AYEMENi e GRATE CASTING 2 W FLEV�+ 991.90 � � 941IW O EL£VB+ W 5 O E m F/j O OUTLET 48' p (S PLLAN) ME x M- s N m IE 938.38 RJ ese Pi Ci OUTLET CONTROL STRUCTURE PREPARED FOR: NOT TO SCALE CAREPOINT DENTAL 5 13` (A SRE ALAN. •ENANEEMNG PLOWS EM6INEFAIMC, INC. 6PBHAKEOMVE SHXIE110 L NOLMIEANN5501J P1KIrHE: NS11]61szlD Ax MStli6tarot DETAILS N 3836 STINSON BOULEVARD PART II.C. - TERMINATION OF COVERAGE I. TERMINATOR BE COVERAGE MEN CMSTRUCTCH IS MAN ETE: ALL PERYITTEE(5) MUST YJBMIT A NOTICE OF TERMINATOR (NOT) TO ME MI ON A FORM FRONDED BY ME CCMMISSIdQN MMIN 30 DAYS AFTER ALL ACUITIES REWIRED MRS FINAL STABNZATIM (SEE PART IVG) ABC COMPIEn:, ME PERMITT:E(5) COKRACE UNION THIS PERMIT MAIL WAIFS AT IMPORT W ME WBMI39N DAIS CP ME NOT. 2 TERMINI O COVERAGE PAN TRAn R CF OWNERSHIP DOWNS ALL PERMTIEE(S) MUST SUBMIT A NOT ON A FORM RNONDED BY ME COMMISSIONER MMIN .l0 DAYS AFTER YOUNG OR OTHERWISE LEGALLY TUNSFEARINC ME ENTIRE SITE INLLUDING PERMIT RESPONSIBILITY FOR ROADS DES. STREET SWEEPING) MD BARN UM INFRASTRUCTURE FINAL CLEAR WT. M MANSEERRING PORTONS OF A SIM M MOTHER PARTY ME FERMITIFF(SI MANAGE UNDER MIS PERMIT TERMINATES AT MNIGHT CR ME WESTERN DATE O ME HOT. ]. EMMITT E(S) MAY TERMINATE PERMIT COVERAGE PRIM M COMPLETION OF ALL CWSMUCTCN ACTNTY IF ALL OF ME FOLLOWING CWDUFOI ME YET. AFTER ME IMMIT IS TERMINATED NOR MI5 PMT. IF MERE IS MY "WONT DEVELCFYENI M ME WINNING PORTIONS CE ME SHE AHEM CONSTRUCTION ACUITY WAS NOT COMPLETE. NEW PERMIT COVERAGE MUST BE OBTAINED IF ME WBSEWENT MAMMARY ITSELF OR AS PMT OF ME RERUNNING (GAIN PLAN OF DEALOPMENT ON SHE MILL RESULT IN LAND DISTURBING ACTNTES OF ONE (1) OR MORE ACRES IN SIZE. A. CONSTRUCTOR ACUITY "AS CEASM EMIR AT LEAST W DAYS. IT AT LEAST 90 PERCENT (BY AREA) D ALL WIGNNLY PROPOSED CWSMUCTCN ACTNTY XAS BEEN CON NEIED AND PERMANENT COVER ESTABLISHED ON THOSE AREAS C. W AREAS WERE CMSTNCTW ACTMTY IS NOT CWRETE, PERMANENT COVEN NAS BEEN ESTAP M. D. ME STE 15 IN COMPLIANCE MM PMT IV G.2 MRS PMT IV.G J. AND WERE APPLICABLE, PART 110.1 W PMT IVAS. 4. PURATIFE(5) MAY TERMINATE COVERAGE UPON APPROVAL BY ME MAI IF INFMMATW IS SUBMITTED TO ME MPCA MpNENTNC MAT TERAINI IS APPROPRIATE BECAUSE ME PROJECT IS CMCELLD. PART III.A.J - TRAINING DOCUMENTATION TRADING DOWMENTATN: ME F RMi1EE(5) MALL ENSURE ME INDIVIDUALS IDENTIFIED IN PART IILE HAW BEEN MAINS) IN ACCORDANCE WM THIS POWERS MINING REQUIREMENTS. ME PERMIMSS) SHALE OCCURS ME MAKING IS RECORDED IN OR WM ME SAME' GBINE ME START OF CONSTRUCTOR N AS WON AS ME PERSONNEL FOR ME PROJECT HAW BEEN DETERMINED, DIXUYE M SHALL INCLUDE: A. NAMES N ME PERSONNEL ASSMATED WM MI5 PRO {CT MAT ARE REWIRED M BE TAI PER PART III.P.1. N THIS PERMIT. B. DAMS D MAKING AND NAME OF MSTRUCTORGO AND ENTICE EMENDING MAMNG. C. CONTEXT OF RAINING COURSE OR WORKSHOP PAIL ONCE ME NUMBER OF HOURS OF TRAINING PART IILE - SNPPP AMENDMENTS THE PERMITEE(5) MUST AMEND THE SAME AS NECESSEMY TO INCLUDE ADDITIONAL KWIRWIEN , SUN AS ADOTNK N WEEKEND BLIPS MAT ME DESIGNED TO CORRECT IMMUNE ANTI N ADDRESS RELATIONS WHENE*R: 1. MERE IS A CHANGE IN DRAW, CONSTRUCTION. NERATN, MAINTENANCE, WEATHER OR SEASONAL CNDIMRS MAT HAS A SIGNIFICANT EFFECT N THE DISCHARGE O POLLVTANR M SURFACE WATERS OR VNDRMMW WATERS 2 WSPECTNS N INKSTGATNS BY SM OWNER N MENATG9% JSEPA N MFCA OMCLAW InCATE ME SNOW IS NOT EFFID n* IN MA41MATNG N SIGNIFICANTLY MINIMIZING ME DISCHARGE OF POLUTANTS M SURFACE WAFERS OR JNDERMg WATERS OR MAT THE DISCHARGES ARE CAUSING WATER WARTY STANDARD EXCEE ANDS (EG. NUISANCE CONDITIONS AS REFINED IN MINN. A. 7050.0210. CORP. 2), 3 THE SWPPP IS NOT ANIENHG ME GENERAL OBJECnWS D AMBROSIO POLLUTANTS IN S20RM LLEER DISCHARGES ASSOCIAIEU MM WNSMUCTN ACTNTY, OR ME SNPPP IS NOT CONSISTENT WM ME TERMS AND MARGINS D MIS PERRT. 4, AT MT LIME AMR PERMIT COWRACE IS EFFECT*, ME MPCA MAY DETERMINE MAT ME PM {CTS STWMWATER DISCHARGES MAY CAUSE, NAME REASBMARE POTENTIAL IS CAUSE. N CONTRIBUTE M NON- ATTAINMENT N ANY APPUCARLE WRIER QUALITY STANDARD, OR THAT ME SOM DDS NOT INCNFORA E ME APPLICABLE REQUIREMENTS IN PMT III.A.B.. (IMPMRFD WRENS AND MEW). IF A WATER W41W STANDARD CHANCES OUNEW ME TERM D MI5 PERMIT, ME MPCA WILL MARC A DETERMINATION AS TO WMEMER A MOSARCATN OF ME SO PP IS DCE4MY TO ADDRESS ME NEW STANDARD. IF ME MPCA MAKES SUCH DEMEMINATON(5) OR MY D ME DETERMINATIONS IN PMTS III,0.1: ].. THE MPCA DULL NBnR THE KNINTME(5) IN WRITING, IN BEEP ROSE, ME PERMITM%E ) MUST MIND ME SWPPP TD ADDRESS ME NA MED CGNCpMS AND WENT INEWMARN NEWCSED BY ME M CAU WON MAY INCLUD µ INDINWAL PERMIT MPUCAnN. IT ME MI WRTMA NORMANN REWIRES A RERMNSI FAILURE TO RESPOND .THIN ME MpRm IMETNµE COXSTMTES A PROXY NOATN. PART III.C. - TEMPORARY SEDIMENT BASINS WERE OM 5 N WINE ACRES O CSNRBEp SpL DRAIN TO A IXMYOX LMATMI, ME PW.tliIEE(5) YVSi PROVIDE A MY SEGMENT BARN TB MADE TREATMENT TO ME RUR E SCREW IT MAWS ME WHSMUCMN SM OR DLAS WKACE W.ATTI A TEMPORARY WORRY BARN WAY D CNNRIEO TO A PMMµENT BARN AMR CONSTRUCT. 5 CNMUETE. ME TpMRMY SABA 15 M MEN REWIRED WHEN PERMANENT COMA HAS RMULEO ME ACREAGE O OSTURBED GU TO MRS MAN MW (5) ACRES NaNKE TO A COMMON LOCATION. ME PRATTEUS) q /ME ENCOURAGED. BUT WT IEQAID, R INSTALL TERNARY RIAMENT BASINS WARE APPROPRIATE M AREAS MM STEEP SLOPES N HIGHLY MEANS COLS EACH IT 165 Mµ R* (5) ACRES DRAINS TO GAS AREA HE BASES MUST BE BUCKET AND CNSRWCM ACCORDING ED ME MILLIONS REWWEMENTS ME BASKS MUST BRUCE UA SIM. FN A CALWUIEO MUM ME CE NUN0.T WA A TW-WAB. 2A -HEN STORM MN EACH AOH DRAINED TO TE BARN. EXCEPT MAT IN NO CASE SLAV THE BARN PNND LESS Hµ I.SM CUBIC FEET O UA STORAGE MUM NON AMC NAMED TO THE BARN. 2 AN E ME MCIHARN N PAH UC.I. HAS NOT DEN PFREONIED A TAWORARY SEGMENT BARN WO W ICA CUBIC FEET O UA SMART PER ACRE NADED TO TIT DAN FIRM BE PRONGED FO( ME ENTREE DRAINAGE AREA O ME TYPoRMY BARN. 3. EMPORMY BARN W REM MUST BE DESCNAD TO MEANT SHORT -CI SUHNG AND ME EIRCHANG IM O FLOATING DEBRIS. ME BARN AN MUST BE LULE AD MM IY T ce a9a o Auow cdPE¢ agsx NAWGpµ rN NTEGRI CE DETECT ES AND MUST NGpDE A sMWZm ENMpNCV oMERFLaw TO PREVENT FA LUKE wRE D PAID WINIZE E DISCHARGE W n£i OF PO LRE MUST BE D9dm N E USE OF WATER ACEM ME ANAL %FFACE M IN NISM TD YMMIn: E OME BA O Y BE HEMTS MLY ANAL ME USE G A SURFACE MOONS ENERGY MECHANISM OA BE PRO E O ME BARN MAY UT T (Al INLY SUSPENDED SB). OVRwC FROSN LdIdnNS. ENERGY 0159PAnN MUST BE m.BT AU ME ET B WN U O PMT Iv RS ). 4 PRSX A BASINS NISI BE 9NUE0 WESD O AIRING WATERS OW RE NDS EARN U ZONE gEWRm T TOTER ANY AFRAID AGM µD MUST BE DME M AVpD GROWING WATER ERN WET.VNpS NIEA ME IMPACT M ME NETUND IS K CdWµD w,M ME RFOXREENTS O APPENDIX A POT D } ME TEMPORARY SAMS MUST BE CONSTRUCTED AND MADE D4RATINAL PAN TO IB N MORE ACRES O DISMISSED WE NAMING TO A CNMN LMANN, 6. MARE A RMPNMY SEDMENT BARN MEETING THE REWREENA O MI5 FONT IS MAFA9B EMINENT STANUM CONTROLS SUCH AS SMALLER SEGMENT BASKS. AD /ON SEDIMENT MAP% BUT KNOBS *GETAR* ENTER SKIPS. N MY APFRNRIATE CCMBNATN O IEAWIS ARE NOURNED FN AM OOVN -ARE MUYORKS O ME CONSTRUCTOR AREA AND ED RD -3NE BWNOAWES AS OCTAIED BY INDMWAL STE WNOMNS, A DETERMINING THE MEN INSINLND A SEDIMENT BARN IS INFORM, ME PERMITIEE(5) DUST COMEX PUBLIC SAFETY AND MAY CNDDER FACTORS READ AS ST EMB. ANTE AND AVALALE AREA N 97. INS DEFORMATION O INFEASAC EY MUST BE DMR M N M SWPFP PI PMT SAS. PART IILE - RECORD RETENTION ME SAPPP (ORIGINAL N CRIES) WCWDWO, ALL CHANGES R IT, AND WRKCEIMS AND MNNTNANCE SWAM OUSE D KEPI AT ME IBM WRING MNSRMTN BY RE ARNME(5) WO NMAIAW OPERATIONAL CONTROL O MAT PORTN D ME SM. ME CREEP CAN BE KEPT IN EITHER ME AIDED MUM OR W AN N -S. *HARE WING NORMAL MDPNIM HOURS, ALL OE ZS) MUST KEEP ME RIMMING RECORDS N PLE FOR THREE (3) WARS AFTER SUBL I OF ME VIOL AS WIDENED M PMT R.C. THIS DOES NOT INCLUDE ANT RECORDS AMR WBM17AL N 1. ME ANAL SWPP 2. MY ONES STORM OTER REGRD ANSI REQUIEM PN ME PROJECT J. REGARDS O ALL INSPECTN AND MNNRNANCE CONDUCTED WRING CONSTRUCTION (PART IV.E INSPECTINS AND MAINTENANCE) PART III.E - RECORD RETENTION (C)NT) 4. All PERMANENT OPERATION AND MAINTENANCE AGREEMENTS MAT HAYS BEEN IMPLEMENTED, INCLUDING ALL RIGHT -CF-WAY. (XNMACTS, COVENANTS AND OMEN RINGING REQUIREMENTS RECµCNO PERPETUAL MAINTENANCE AND 5 ALL REWIRED CALCULATORS FOR BEGUN OF ME TEMPORARY AND PERMANENT CUMULATES MANAGEMENT SYSTEMS PMT IILF. - TRAINING REQUIREMENTS ME PERMITMOS) SHAM ENSURE ME FOLOMMA INOMWALS IDENTIFIED IN MIS PMT RAW BEEN TRAINED IN ACCORDANCE MM MI5 PEIXIITS TRADING REQUIREMENTS, I. WINO MUST BE MAIMED: A. INOINWAL(5) PREPAMNG ME SOMP BON ME PROJECT B. INpNDUAL(5) MEASURING IMPLEMENTATION CF. ANSI AND AMENDING ME SOMA µ0 PRIM MIS) MINIMUM INSECTNS AS REQUIRES IN PMT II CDE OR THESE INOMDUAL(5) MUST BE AVANABE FOR AN MUM INSPECTION WHIN 72 HOURS UPON REQUEST BY ME NASA. G INDMWAL(5) PERFORMING Q9 SUPERMSAW ME INSTAWTCH. MAINTENANCE AND REPAIR D IMPS. AT LEAST ORE INDIVIDUAL ON A WAGE MUST SE WINDED IN NEW JW DUTIES, I TRAINING CONTENT: ME CONTENT AND EXTENT D MINING MUST BE CWMENWRATE WM ME NDUAMI JOB WTNS AND RESPDXSBUTES WH REGARD TO ACTIVITIES COMERS) UWER H5 PERMIT AN ME PROJECT. AT LEAST WE INDIVIDUAL PARENT ON HE PERMITTED PROJECT SM (OR AVAILABLE TO ME PROJECT SM IN 72 MARS) MST BE TRAINED M ME FD DU ➢ES DESCRIBES IN PART III.I B, AND PMT BIT 1 G 3. ME PERMITIEE(5) SHALL ENSURE MAT ME NUMERALS AM BLAMED BY LOCK, STAIE. ITIONAL ACENGES, PROFESSIONAL ORGANIZATION% OR OTHER NEWS WM E.M ME% IN EROSION PREVENTION, SEDIMENT CONTROL. PRIMARY SICRYMA MANAGEMENT AND ME MINNESOTA NPoESPAR CONSTRUCTION STORMWATER PERMIT. AN UMAX FEERE M -MAINM MUST SE ATTENpFD EVERY THREE (3) TEARS STARTING THREE (3) YEARS FROM ME ISSUANCE DATE D HIS PERMIT IV.S. EROSION PREVENTION PRACTICES I. ME PER IR (5) MUST PUN FOR µD IMPLEMENT APPROPRIATE BMPS WON AS CONSMUCIIN PHASING WDTATIYE BUFFER STRIPS, NNIZNTAL MORE GRACING, INSPECTOR AND MNNTENµCE CF PART IYE, AND OTHER CNSTRUI PRACTICES MAT MINIMIZE NOUN AS NECESSARY M COMPLY WM MIS PERMIT An PROTECT WATERS D ME STATE. ME LOCATION OP AREAS NOT TO BE ZIONISM MUST BE MUNEATED X.G. WM FLAGS, STAKES, SIOIS SET FENCE ETC) N ME PROJECT SM BEFORE DUNK BEANS THE PERMTIEE(5) MUST MINIMIZE THE NEED FOR DISTURBANCE D PoRTNS D ME PROJECT MAT HAW STEEP SLOPES, fN THOSE SLOPED AREAS Wllp MUST BE pSMRBm, ME PERMITEEM S) MUST USE TECHNIQUES WON AS PHASING AND STAMUZATN FRACTOES DESNED FN KEEP GOES (EG. SLOPE DRAINING AND MADIAONGI z TIE PER W E(S) MUST STAWUZE ALL EVENED SEAL AREAS (INCOMING RADIOSONDES). STABILIZATION MUST BE WANATFO NMEOIANLY TO LIMIT WE MUM -EASIER µY CNSMIICTIRA ACTIVITY HAS PERMMENRY N TEMPNAILY CEASED N ANY PNRN OF TE ALE AND ALL NOT RESUME FOR A PRIM EXCEEDING T CALENDAR DAYS S AZ NZATN MUST K WAI IETED NO LATER MAN 14 CALOtlM DAYS AFTER ME CONSTRUCTOR AGTNTY N MAT PMTIN OF ME STE FAR TEMPORARILY N PERMANENTLY (£AGED. I R USING STO MWATER CN*YAND NµHES, THE PEMMIRE(5 MUST DEAN ME CHANNELS TO ROME WATER AROUND UNSTARIUMD THUS N M THE AR A M MUM. MESS MEMBIE. ME PFRMITIFE(5) MUST USE EROSION GOITROUS AEG ALOOTY DUBMATN DEICES WON AS CHECK BM% MOMENT RAPS, IPRAP. OR SHOUTED RMRAP AT OUTLETS MMIN AND ALONG ME DRAM OF MY CONSTRUCTED STCRMWATER CN*YANCE CHANNEL An AT µY OUTLET, TO PR RIOE A NN -ERMVE FLEW ALMON, TO MINIMIZE EROSION OF NARROW AND MDR EMBANKMENTS, OUTLETS. ADJACENT SWAM BAN% UJI AND DNNSTREM WATERS WINO MSCNARGE WUO TMS A ME INERMU E OS) MUST STMR2E ME NORMAL METIER "WEST D ANY TEMPORARY N PERMANENT DAMAGE MEN N SWALE MAT NaNS WATER FRON AHY PORTION 01 ME CONSTRUCTOR SM OR DI*RR WATER AROUND THE SM, WITHIN 200 LINEAL MEET FROM ME PROPERTY EDGE N MOM TE PMT N DISCHARGE INTO MY SURFACE WATER, STMUZATCM D ME LAST 2W LINEAL FEET MUST D COMPETED WHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY ED. ME RERMITEE(5) SHNL COMPETE SIAWUZATN OF ME RENAMING PNTNS D MY TEMPORARY M PERYANEM DITCHES OR SWALES ARM 7 CALENDAR DAYS TRIER CONNECTING TOT A SURFACE WATER N PRRMENTY EDGE AND CNSRUCRN IN MAT PORTION D ME MUCH HAS TEMPORARILY N PRMANENRY DASD. TEMPORARY N PERMANENT DIMMER N SAKES MAT ME BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CNSMUCDN (DUN PRRMERLY DESIGNED ROd -DITCH HENS SO ROLLS, SILT DOES ETC.) 00 NOT NEED M D STABILIZED DURING ME TEMPORARY PERIM N ITS USE AS A SEDIMENT CONTAINMENT SYSTEM. THESE AREAS MUST BE STAMUND MMIN N WARS AMR NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. APPLYING IMN. XHKOWLN, TACN M. PILYANAMADE OR SMLAN ER09N PRUNIN PRACTCES IS HOT ACCEPTABLE STABILRATIN IN MY PMT D A TEMPORARY OR PERMANENT DRAINAGE MEN OR SWALE, % WE OUTLETS MUST BE PRODDED WM TEMPORARY OR PERMANENT ENERGY OISSPATKN MMIN 24 MARS AMR CONNECTOR TO A SURFACE WATER, 5. UNLESS INPAASE WE TO LACK D PERNWS OR WGETATED AREAS, ME NUMEROUS) MUST DIRECT MONARCH FROM CAM TO WGETATED AREAS OF ME SM (INCLUDING MY NATURAL BUFFERS) IN ORDER TO INCREASE SEGMENT REMOVAL AND FA MYIZE STORMWAIm INFILTRATION. ME PERMITTEE(S) MUST USE ANGRY DISSIPATION! OUNCES IF NECESSARY TO WANT MUM MEN DIRECTING STOIIWATER TO *GETATED AREAS. PMT N.C. - SEDIMENT CONTROL PRACTICES 1, ME PMMIIED(5) MUST EMPLOY SEDIMENT CNTRD PRMTDS AS NECESSARY TO MINIMIZE $EOMMT RON DEMAND SURFACE WATERS INCLUDING MRS AND DUMB SYSTEMS AND STORM BEAR INLETS A. MAMMARY OR ANAMENT DELAWARE INTONES AND SEGMENT SASINS MAT ARE DONNED AS PMT D A SEDIMENT CONTAINMENT 5 YSIEII X.G. OI1NE5 ON DAMS) REWIRE E $EpMfl1T CNR0. PoRACTCES ONLY AS A FPRNRIA lE FOR SHE CNpTNR W IF ME WAIN DANCE SEDIMENT N CNMOS 4AE OVERLOADED (BASED N ( FNEOUENL FAILURE N SEMENT CONTROL P REQUIREMENT), EWIREMm ME PERYIi1FE $ ANSI INSTALL T). () S LL A[OTONK UPNIOIENi MUSTBE CNMO TO DOME N REDUNDANT GOES TO ES AS EW O*RN PART MD ME S'MRP MUST BE AMENDED i0 ICNMY MEGE IOGMwI NACTDS 45 REWIRED IN PARR AS 1. -J. 2. MOMENT CONTROL M.CES MUST BE ESTABLISHED N ALL 00. CAAOINT PFRMETERS AND SE LDAIEO UPNAOIENT D MY BUFFER ZDAM THE PERIMETER SEDIMENT WNRW PRACTICE MUST BE IN PAD BFfNE MY UPNADIENT LARD- GSTJRMNG ACR MS WON. THESE PRACM£5 NALL BgAN IN PAD UNTL ANAL STMRIZATN HAS BEEN ESTUNEHED IN ACCORDANCE MM PMT I.G. I 3. ME PERMTRE(S) MADE RE- INSTALL AIL 4DRENT COMI PRACTOR MAT HAW MM ADJUSTED N REMOWD TO AC(MMMAIE SIINT -TERM ACUITIES SON AS CLEARING OR GPUBBING OR PASSAGE N *NICHES. IMMEGARLY AFTER ME MINT -TEAM ACTOR HAS DEN COMPLETED. ME IMMITIEE(5) WALL COMPLETE MY SHORT-TERM ACTNTY MAT REWIRES MAI N SEDIMENT CONTROL NACTCES AS WICKET AS FREEDOM. ME FENITTEE(S) MUST RE- INSTALL SDIMENT WHENCE PRACTICES BEFORE THE NUT PREpPTATAN EVENT EVEN IF ME SHORT -TERM ACTNTY IS NOT COMPLETE. 4. ALL STORY DRAIN INEEIS MUST SE PMIECIm BY APPROPRIATE BAPS CUING CONSTRUCTION UNTIL ALL 5X. URCES WM POTNTAL FOR DISCHARGING TB ME INLET HAW BEEN STABILIZED, MET PMTECMN MAY BE REMO*p FOR A PMTCOM INLET IF A SPECIFIC SAFETY CONCERN (STREET PMDwG/FRFEnxc) HAS BEEN IDENTIFIED BY ME PEMIITTEE(5) N ME AN SGCTIHAL AUTHORITY C.G. PTY /CNXIY/MPA SIHIP/IAWST ENGINEER) ME FIGNATIEMS) MUST DOCUMENT ME NEED FN REMOVAL IN ME SYMB. 5. TEMPORARY ME SENDA IIES MUST HAW SET FENCE N OMEN EFFECT* SEGMENT CNRDS AND CANNOT D KAM IN ANY NATURAL BUFFERS N SURFACE WATER% INCLUDING STORMWATER CW*YANCES WON AS CURB AND COTTER SYSTEMS, N CHWITS AND ETCHES MUSS THERE IS A BRASS W PLACE FOR ME STNMWATER. 5. WHERE WNDOM TRAFFIC LEAVES MY PART N ME STE (N ONTO PAIRS) RDMS WITHIN ME SUE): A. ME PEAMITID(S) MUST INSTALL A MAIDLE RACKING SW TO MN M ME RAOC WT N SEGMENT FROM ME CNSRUCTH SM. EXAMPLES N WNICLE RACKING MAPS INCOME (WT ARE HOT UMUED TO) PoIX PAD% MUD MATS ENSH MURDER. COINER N STEEL WASH RAIXS, N EWIVADI SYSTEN% S. ME P BUTIEE(5) MUST USE STREET SAB:RTUG IF WON WHIOE RACKING BAPS ME HOT ADEQUATE TO WANT SEDIMENT FAN MING RACKED ONTO ME STREET (SEE PMT IIESD.). 7. ME PERMITIEE(5) MOST INSTAL TEMPORARY SEGMENTATION BASINS AS RECORD) IN PMT III.% D MIS PERMIT PART IV.C. - SEDIMENT CONTROL PRACTICES (COAT.) B. ME PERNTTEE(S) MUST MINIMIZE ME COMPACTION AHD, UNLESS INFEASIBLE, MURA TCPSpL MINIMIZING GOAL COINI IS HOT REWIRED MMRE ME MANCTION Of A SPEpFlC AREA O ME SIZE DICTATES MAT IT BE COMPACTED. 9. ME PERMITTEE(5) MUST PRESERVE A SO EMT NATURAL WREN ON (IF A BUFFER IS INFIRMAKE CA ME SM) MUM REDUNDANT SEDIMENT WNMOS NNEN A SURFACE WATER IS LOCATED ASTON `A FEET OF ME PROJECTS EARN DISTURBANCES AND STORMWATER FLOPS TO ME SURFACE WATER, NATURAL SUFFERS ARE NOT REMAINED ADJACENT ED ROAD DURCHM JUDICIAL INCHES. WORRY pTp1E% STOMWAMR CONVEYANCE CHANNELS, STORM DRAM INLETS, AND SEDIMENT BASINS. ME FERMITiFE(5) US /ARE NOT REWIRED TO ENHANCE ME WAUTY OF ME VEGETATION MAT ALREADY CAM IN ME SUFFER OR MUM VEGETATION IF NONE EXIST. DOWNER. PERMITEE(5) CAN IMPROVE ME NATURAL BUFFER MM AGEUMON PMT IV.D. - DEWATERING AND BASIN DRAINING 2. ALL WATER FROM DEWAMRNG OR BA9N- CRANING ACTIVITIES MUST BE OSCMMCm IN A MANNER THAT MISS NOT CAUSE NUN M DRAGONS, BMW IN RECEIVING CHANNELS OR M DOMBLOPE PROPERTIES OR INUNDATION IN WETLANDS CAUSING 9CNFICANT MARK IMPACT TO TIE WETLANDS, 3, IF ME PERMNTEE(S) IS /AE USING FILING WM BACKWASH WATER, ME P INET EE(S) MUST MAUL ME BACKWASH WATER AWAIT TN CWSPO , NETURN ME BACKWASH WATER TG ME BEGINNING D ME TREATMENT PROLES% LR INCORPORATE ME BACKWASH WATER INTO ME SM IN A MANNER MAT GOES NOT CAUSE MUM, ME PWMINMI S) MAY CL CHARGE BACKWASH WATER M ME SANITARY SEVER IF PERMISSION IS ORµlm BY ME SANITARY RUN µMNITY ME PERATTEE(S) MUST REPLACE AND CLEAN ME FILLER YEMA USED IN ONARRKG DEICES MCA REWIRED ED RETAIN ADEQUATE FUNCRRA PMT IV.E. - INSPECTIONS AND MAINTENANCE 1. ME PERRITTEE(5) MUST ENSURE MAT A MAIMED PERSON (AS ANYTHING IN PMT NI.AiA) WILL ROUNELY SUSPECT ME ENTIRE CONSTRUCT. SM AT LEAST ONCE EVERY SEAN (T) DAYS DURING ACTW CNSTRUCTN AND AREA 24 NWRS AFTER 4 RANI LANE GREATER MUM G5 INCHES IN N MOMS FOLLOWING AN PRINCEDOM MAT DCURS MINN 24 HOURS AFTER A RAINFALL NEXT. ME NEXT INSPECTION MUST BE COMMOMO YAMM SEY£N (T) DAYS AMR ME RAINFALL E*NT. 2 ALL INU ECUN5 AND MAINRNANCE CAWVCRD WIND CNSTRUCTON MUST D RECORDED WARN 24 NWRS W WRING AND THESE RECORDS MUST BE RETANED WM ME SWPPP IN ACCORDANCE WM PMT IILE RECORDS OF EACH INSPECTOR AND MAINTENANCE ACTNTY SINALL INCLUDE A. DAIS AND ION O WSPECIMS B. NONE OF PMSN(5) CONDUCTING INSPECTIONS N .ANOND O INSPECTN NCLUCIM ME BECOME LOCATION ANERE ECW ACTIONS ME D. CRNI ACTIONS TAKEN (INCLUDING DIE% TIMES MD PARTY CCWEETING MAINTENANCE ACTNTES) E. DATE AND MOUNT N ALL RAINFALL EVENTS GREARN MAN 1/2 AN (OR INCREW IN 24 HOURS RAINFALL MANNER MUST BE NTNNm BY A PROPERLY MAINTAINED RAN COOK INSTALLED MUM A MEAHOR STAIN MAT IS WANK I MILE I YOUR LOCATION OR A WAMM AWAITING SYSTEM MAT PROVIDES SM MEMO RAINFALL DATA FNN RADAR WMMMIES F, IF ANY DISCHARGE IS MONACO TO BE WGNMNG DAME ME INSPECTION . A RECORD OF ALL POINTS O ME PROPERTY ERN MHIN MERE 15 A ORCHARDS MUST BE MID. An ME DISCHARGE SNWm BE DESCIBW (LE. OEM. ON. RIMINI SETTER, OR SUYEMm SANDS, RBAµ OL SHEEN, AND ONES CONW$ MDICATNS OF AMIRANTE) AND PNOTONMHED. C MY AMENNENR TO ME ARM PRCPOSSO AS A RESAT N THE INSPECTOR MUST BE DDWENTEO AS REWIRED IN PMT IILE. MMIN SEAN (T) CALENDAR DAYS. 3. INSPECTOR FREQUENCY ADJUSTMENT A. WHERE PMTS D ME PROJECT SM RAW PERMANENT COAL BUT XORK REMAINS ON OTHER PARTS D ME SR. ME PERRRIFE(5) MAY REDUCE INSPECTNS D ME AREAS MM PERMANENT COMN TO ND PER YAM B. MOE CONSTRUCTION SONS HAW PERMANENT OUR N ALL OWNED SOM. AREAS AND NO CNSIREI ACTNTY IS OCCURRED ANYMME ON ME SUE, ME SM MUST BE INS ECRD DURING NOW-FROZEN GROUND CONDITIONS AT LEAST ONCE PER MONTH FN A FEIN M TAELW (I2) MAIMS FOLLOWED ME WON MAIM D PERMANENT WAR AND NO CORSMUCTN ACTNTY, INSPECTNS MAY BE TERMINATED MARL CONSTRUCTION ACTNTY IS ONCE AGAIN INITIATED UNLESS ME PEIRTIEE(Sl Y IS /N MANTED IN WILTING BY ME MPCA MAT MUCH ISSUES HAW BEEN NTECRD AT MC RTE AND INSPECMNS NEW TO RESUME. G WHERE WORK HAS BEEN WWMM DUE TO INCO N NORM CONDITIONS, ME IHS'ECTNS MAY D SUSPENDED. ME REWIRED INSPECTNS AND MA MINAND SCHEDULE MSR DpN WARN 24 HORTS AFTER "AFT OCCURS AT ME SM N 24 HOURS PAN TO RESUMING CNSTRUCUN. NHICHEWR COMES PR G A ME AMBITIOUS) WARE RERMDN9OE FOR ME WRMmnN AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER WARTY MANAGEMENT MPS, AS WELL AS AL MUM PREWXTN µ0 SEDIMENT CN1R0. MOM MM µDMTA PERAITIEE HAS OBTAINED MANAGE UNDER MI5 PERMIT ACCNGNG TO PMT II LA OR THE PROJECT HAS UNDRGNE FINAL STAWUZAnON, µD AN HOT HAS BEEN SUBMITTED TO ME YDC A 5. ME PERM IT f (5) M US T ASPECT ALL ENNHN AND SEDIMENT CONTROL NP 5 AND PREVENTION MANAGEMENT MEASURES TO ENDURE INlEgI1T ANTI T FFFEC WHES$ OUMNC ALL ROUTINE AND P T -R,UNG N Au EVENT IxsPECnNS ALL x x NFU rnNgL BINS NOV aN REPEALED OR SPIV D REV m, PFMEHIFD WM WNCTNK PIPS BY ME END OF ME DENT NSHESS DAY AFTER IFIED BELOW. . AS SON NA TE REID I IN ALLOW ACCESS UNLESS S ION TIME ER.WE IS SPECIFIED XELOW. HE PERYITMUIR YUSi IN*STC41E AND COMPLY MM THE FgLOMNE WSPECTN q!ID NAW1ExµCE REDUIREMNIS A. ALL PERIMETER CNMW DADS MUST D REPMREO, RFPUCm, OR WRPERENTED MCA THEY DONE HNNNCRNAL M ME S]NMENT REACHES NE-HALF (1/2) OF TIE NEIGHT OF ME DEAD. MESS RFPARS MUST RE MICE BY ME END D ME NEXT W NUS DAY AFTER DISWWRY. OR MEMORIES AS SAN AS MEW CONDEMNS ALLOW ACCESS S. XWORARY AND PERMANENT SECIREFTATION BARNS MUST D DONNED AND ME SEDIMENT MAOtfD MIEN ME TOM OF SEDIMENT COLLECTED IN ME BASIN REACHES CNE -HALE (1/2) THE STORAGE VOUME. MANAGE AND FUJ I MUST BE CNPI£TED WMIN 72 HOURS OF DISCOVERY, N AS SOON AS MEW CNOITNS ALLOW ACCESS (SEE PMT IVD.). C RRFAD WAMNS, INCLUDING DRAINAGE BEECHES AND CN*YANCE SYSTEMS, MUST BE INSPECTED FOR EXCENCE D MUM AND SEDIMENT CROWN MING SUCH INSPECTION. ME PERMITRE(5) MUST KNEW ALL DELTAS AND SEStMENT MAI IN SURFACE WATERS, INCLUDING DRAINAGE WAYS CA" BI AND OTHER DRAINAGE SISIpI% µD SCUTARILIZE ME MUM MEW 4dMENT REIUOVI RESULTS K OWNED ML ME REMOVAL AND STMUZATON MUST TAKE PACE WMIN SEWN (7) DAYS OF DISCOMNY UNLESS PRE- BY LEAK. REGULATORY, N MYSUL ACCESS WNSRANTS, ME PERMME(5) ENALL USE ALL REASONABLE EFFORTS TO NTAN ACCESS IF PRECLUDp, REMOVAL AND STASUUTM MUST TAKE MD MMIN SEWN (7) CALENDAR DAYS D OBTAINING ACCESS. ME PERMTRE(S) IS /ARE RESPNSBlE FOR CONTACTING ALL LMI REGIONAL, STALE AND FEDRI AUTHORIMS AM MODELING ANY APPUCASE PNMITS PRIM TO CONDUCTING ANY MIA IN SURFACE WATERS D. CNVOUCTN SM *H10.E EXIT LCCATNS MUST GE INSPECTED FOR "OUNCE N 01 SEGMENT MAGMA CAM PA*D SURFACE% MACKED SEDIMENT MUST EE REMOVED FRN ALL PAVED SURFACES BOTH N MD DE WE MMIN 24 HOURS O OSCOWRY. OR W MPUCAMI WTRN A AIOR ER NE TO COPPLY .1 PMl IV C.G E SMEEM AND OTHER AREAS ADJACENT TO ME PROJECT MUST BE INSPECTED FOR EVIDENCE O OFF-STE ACWMULATHS O SEDMENT. IF SWIS NT IS PRESENT, IT MUST BE REORED IN A MANNER WAR W AT A FREQUENCY SUFFICIENT TO MINIMIZE OF -STE IMPACTS X.G. NCIT* SEDIMENT IN STEETE COULD BE WANED INTO STOM BEARERS BY ME NEXT CAM AND /OR POSE A SAFETY HAZARD TO USERS OF PUBUC STSI B. ALL INFILMATM AREAS DUST BE INSPECTED TO ENDURE MAT NO SEDIMENT TRW ONGOING CONSTRUCTION ACTNTY 15 REACHING ME INFILTRATION AREA ALL INETRATN THEM MKT BE NSECTED TO ENSURE MAT EQUIPMENT IS NOT DING DAWN ACROSS ME INFILTRATION AREA PART IV.F. - POLLUTION PREVENTION MANAGEMENT MEASURES ME PERMITIEE(S) SHALL IMPLEMENT ME FOLLARAG POLLUTION PRESENTIOR MANAGEMENT NUMBER M ME SITE: 1. STORAGE, HANDLING, AND DISPOSAL OF CMSMUCTW PRODUCTS, MAMMALS, AND WARMS, ME PERMTIEE(S) SMALL COMPLY MM ME FOLLOMNO TO MMMZE ME EXPOSURE TO STdiMWATER OF µY O ME PRODUCTS, MATERIALS OR WASTES. PRODUCTS OR WASTES ANIN ARE DARER NOT A SOURCE D CWTALNATON TO STMMWATM OR ARE BURNED TO BE EXPOSED TO ETONWAIER ME HOT HERD TO MIS REQUIREMENT; A. WLONG PRODUCTS MAT HAVE ME POTENTIAL TO (EACH POLLUTANTS MUST BE UNDER WAR LEG. PLASTIC SHEETING OR TEMPORARY ROUES) M THE E DISCHARGE OF POLLUTANTS . CR OTECMD BY A gMILMLY EFFECTIVE MEANS DESOMD M ARNIM CONTACT MM STWMWATER. 0. PESTCOES. HERWOOO, INSECTICIDES FERTUZERS, TREAT T CHEMICALS AND LANDSCAPE MATERIALS MUST BE UNDER COVEN DEAL, PLASTIC SHEETING OR MORMANY RCCFSj TO ENFANT THE DISCHARGE OR POLLUTANTS M PROMOTED SY SIMILARLY EFTEWME MEANS DESIDNED TO MINIMIZE CONTACT MM SM ARRATER. G HAZARDOUS MATERIAL% TOXIC WASS, ( INCLUDING OIL. DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENT% PEMDLUY -BASED PRODUCTS. AMOD PRESERVATLE% AGENCIES. WRING COMPOUNDS, AND AWS) WET BE PROEERLY STORED IN SEALS) CONTAINERS TO gEYEM 5RLL% LEAKS UP OTHER OSWMGE RESMICM D ACCESS STORAGE AREAS MUST I PRONGED TO MEANT VANDAUSM, ST(MAGE AND DISPOSAL D HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE MM MEAN R ONE MAR INCLUDING SECONDARY WXTANMDNT AS PPNCAHLE. D. SAND WASTE MUST BE STORED, CORECTED AND DISPOSED D MOBERLY IN COMPLIANCE 'MM MINA, R. CA. TOJ% E "TABLE TO EFTS MUST OR POSTIOXED SO MAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OAR. SANITARY WASTE MUST CE WEDGED ED CF PRGPERLY IN ACCORDANCE WITH MINN . R, N. TON. 2 FUWNG AND MAINTENANCE D EQUIPMENT OR MEAK ES SWLL PREVENTION AND RESPONSE: THE PFRMTMERS) SNALL TOM REASONABLE STEPS TO PREVENT ME DISCHARGE D SPILLED M LEANED CHEIICALS. INCLUDING NEL FRAM MY MEW WHERE CHEMICALS OR FUEL WILL OR LOADED OR UNLOADED IMCMOINO THE USE D DRIP PARS OR ABSORBENTS UNLESS INFEgS0.E ME PERYITTEE(S) MUST CONDUCT F11WNG IN A CONTAINED AREA DRUM INFEASIBLE. ME FERMTTEEGO MUST ENSURE ADEQUATE SUPPLIES ME AIMANIZE AT ALL MRS TO DEAN UP DISCHARGED MAMMALS AND MAT AN AMRO(MATE DISPOSAL WNW IS AVAgAB1E FOR RECOKRED S'ILIID MATERIALS ME 115.M11mV$INO MUST DRY OMAANNTUPNMF CUBAN IRES VMFRFF MFAp FATELY AS flEDDOD BY MINN. STAY. $ % WHICLE AND EQUIPMENT WASHING: IF ME PERMITIFE(S) WAIN ME CAURIN D WNI,ESS N EQUIPMENT N ME PROJECT SIZE, WASHING MUST BE UNITED TO A O R(D AREA D ME SM RUN R T FROM ME WASHING AREA MUST BE CONTAINED D A M.MT BASH OR OHEN SIMILARLY EFFmTW CNMCIS AND WASTE MOM ME WASHING ACTIVITY MUST SE PROPERLY DOMMED D. ME PERMTIEE(5) MUST PROPERLY USE AND STNE SOAPS DETERGENTS. OR WILWNTS NO ENGINE DEGREASING IS ALLOWS N SIT, 4. COMPETE AND OMEN MASHW3 WASTE ME IMMUTTEE(5) MUST PROND EFFECT* CNTANMENT FOR ALL UWID AMC SAND WASTES GENERATED BY WASHOUT CPERAWN$ (CONCRETE. =MO. PAINT, FORM RELEASE OLS. WING COMPOUNDS µD OMEN CONSTRUCTION MATERIALS) RELATED M ME WIMBLEDON ASTI ME LINO AND SOLD WASHOUT WASTES MUST HOT CONTACT ME GROUND, AND ME CONTAINMENT MUST D DESIGNED SO MAT I DDS NOT RESULT IN RUNOFF FROM ME WASHOUT OERATNS OR AREM, DOUG AND SAND WASTES MUST BE DISPOSED D AND FORMERLY IN CpAVAND MM MPCA RULES A SN MUST BE INSTALLED ADJACENT TO EACH WMADAT FACILITY MAT REWIR55 WE PERSONNEL W DRUM THE MMPER FAODTES IN DISPOSAL D CONCRETE µ0 OTHER WA$HWT WASTES. PART W.O. FINAL STABILIZATION ME PERNIME(5) MUST ENSURE EMI STABILIZATION OF ME SUE. MAL STMRZATON 15 NET COMPETE UNTIL ALL REQUIREMENTS O PARTS IV.Gt. -S ME CNPLETU I. ALL ME MIST.VNING ACWTES AT ME SIR HAW BEEN COMPETED AMC ALL DULLS ARE STABILIZED BY A MEGAN MMNII WGETAT* WAR WM A DENSITY N 70 PERCENT N ITS EXPECTED FINAL CROWN DENSITY OAR THE ENTIRE PERVIOUS SURFACE AREA OR OTHER EQUIVALENT MEANS NECESSARY TI PREVENT ME FAILURE ARM NORA CNIN INS 2 ME PERMANENT STWWWATER MANAGEMENT SYSTEM IS CORSRUCTED, MEETS ALL REQUIREMENTS IN PMT 111.0. AND IS NENAML AS DESIGNED. TEMPORARY OR PERMANENT DpIYENTATN SAS" MAT ME TO SE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS NA* EM pEANED D MY ACCUMULATA SEDIMENT. ALL SEDIMENT HAS BEEN BROAD FAIN CN*YANCE SYSTEMS AND DITCHES ARE STM IID WM PERMANENT COMA. 1 ALL TEMPORARY SHTETC AND SMUCTJNI MAN PREMNTN An SEDIMENT CONTROL BONS (SUCH AS %T MEND) HAW BEET RUMORED N ME POSTING BY ME SM FOR WIN ME PEIWTIEE(5) IS /ARE RESPNSIBLE. BAPS DESNED TO DECNPDE N SIT: (DUN AS SINE COMPOST LOOS) MAY BE LEFT IN PAD. A FOR RESDENTI CNSRUCTN ONLY. INDINWAL LOTS ARE CONSIDERED REALLY NOUN Zm 6 ME STNCTNE(5) ME FINSHED AND TNPNMY WON PRORCTN AND OOANLRADIENT PFRATER CNRW "AS BEEN COMPLETED AND THE RESIDENCE HAS BEEN SOD TO ME NNEOYWEN. ASCII ME MIGNONETTE HAS d5iR1BIITD ME MI'HNNOWNER EAST SNEEY TO ME HOMEOWNER TO INFORM ME HOMEOWNER N THE N® FN, AND MARTS O, PERMANENT WAR, S FOR CONSTRUCTOR PROJECTS N AGRICULTURAL Lµ0 X.G. PPEUNES ARABS NN, MEW PASTURE N RANGE UM) ME DISTURBED LAND HAS DEN RETURNED T) 13 PRECNSTZUCTN AGRICULTURAL USE STORM WATER POLLUTION PREVENTION PLAN 3836 STINSON BOULEVARD IXUNq BY:I MCI BY CI NI I PROD. OPoWINLMIE JANUARYA.2010 t iE i a d o WT O N M M ac P� CIF � W CW PREPARED FOR CAREPOINT DENTAL j_ J J✓ ^ 51`NE aLµryWG SF OIn, LHING PLOWS ENCIXEEIING, INC. 6775 GAM NNE BLUE 110 LINO LAKES, IM W14 PHONE :(651)3 10 FAC GA)XM47M C5.1 SITE SPECIFIC INFORMATION PROJECT NAME ]REM SnNYN BWl£VARD PROJECT LOCATION 3R36 STINSON BOULEVARD. COLUMBIA HEIGHTS, MINNESOTA = WDL UNIX LBROMIE RATAK PROJECT OWNER CAREPONT DENTAL 4111 CENTRAL AYE NE, SUITE 104 COLUMBIA HEIGHTS NN 55421 (MJ) 400-1525 dSMUCTIM ACTIMTY DESCRIPTION NIS PROECT CONSISTS OF THE DEMOLITION OF AN EXISTING BUIUNNG AND PARRWG FIGURES AND THE CONSTRUCTION Of A NEW BUILDING AND PARKING F%UXS IN TWO PHASES. SMANWATER RUNOFF ALL BE ROUTED TO AN ON-STE INFlLMATIOH BASE, MITE AS BEFORE AREA CONSTRUCTOR, CONSTRUCTION TOTAL 9TE AREA L31 ACRES TOTAL ESn4A1ED IIMAFRNWS Q65 AOIES LN ACRES TOTAO ESIMA. PERMWB MS ACRES O.ID ACRES 70M OSTURBEO EPFL 1.01 ACRES SIM MAP AND DESIGN CAI CULATINS SEE STORM WATER DRAINAGE REPORT FOR WANTFlGTION OF STORM WATER MANAGEMENT REQUIREMENTS AND MANAGE AREA MAPS. WKS d OPM Yr lAnON SOIL TYPE(S): SEE -CONSTRUCTION ACTWTY EXEMPTION' FOR UST OF SOLS TYPES. OWES PROPOSED SLOPES MLL BE GENERALY MODERATE AND ARE NOT EXPECTED TO EXCEED 91. WGETATCH: SEED AND MULCH IS PROPOSED FOR DSNR AREAS. PERSON WH ENDEARED CWPM ('I1ESIGNER') CHARIE9 W PLOM PLOWS ENGINEERING INC. 6776 LAKE DOW UNO LAKES MH 55014 (651) WI -@00 ND ME TRAINING .00UMEELEASON COMMONTAndi MUST ACCOMPANY ME SWNP INDICATING NAT ME W INDIMALS IDENMIED IN PART HIS. HAW SOON MINED IN ACCORMANGE ON ME REQUIREMENTS OF PART H.F. DOCUMENTATION SHAM IN0.UTR: A NAMES OF NE PERSONNEL ASSOCIATED ON NISI PROJECT NAT ARE REWIRED TO BE TRAINED PER PART BLEA. OF NIS PEMNIT. B. DAMS OF MAN G AND NAME CP NSTRUCTOR(S) AND ENTITY PRDMDING FAXING. C. CONSENT Of WARNING COURSE OR WORKSOP INCLUDING THE NUMBER O HOURS OF TRAINING. SITE SEQUENCING & ESC NOTES PRIOR TO ANY LAND- DISNRMNC ACONrv. THE COMMACTCR SHALL INSTALL IFLLOCAIL CONDITWSONS REQUIRE, SET FENCE SHALL REMAIN MAY IE NECESSARY RACE UNTIL THE FlNAL STABILIZATION HAS BEER ESTABLISHED IN ACCORDANCE AN PART IVC. THE CONMASFDR SHALL PERFORM SIM GRADING W AN AREA -BY -AREA BASS TO MINIMIZE UNSTABLIZED AREAS AS EACH AREA IS COMPLETED. ALL EXPOSED SOILS MUST HAYS TEMPORARY EROSION CCNTR0. PROTECTION W PERMANENT COYER WITHIN FOURTEEN (14) DAYS, THE CONTRACTOR SHALL PRONDE ALL SW, SEED, WlLCN AND FERTILIZER WHICH SHALL CONFORM AN THE FOMONNG MIDDY SPEOFlCAM NS AS NEDIFIED BELOW. ITEM MOODY SPEOFlCAIIdI/NOIF$ 2NE OP SPOOK IWAE NAME OF WATER BODY • FOR NAME ESTABUSIAENT WATER BODY WAITER WAILER aN -ATE voxo INGOT MIX 25-151 (120 IBS /ACRE) Poxo xo x0 OT -SITE PWBS SOL- BUILDING COYER PDNp NO NO 2 -5 YEARS COWS MWOT MIX 22 -112 (40 HBS /ACRE) NULCN =2 TYPE I - DOE ANCHORED) PERT" SIM MAP AND DESIGN CAI CULATINS SEE STORM WATER DRAINAGE REPORT FOR WANTFlGTION OF STORM WATER MANAGEMENT REQUIREMENTS AND MANAGE AREA MAPS. WKS d OPM Yr lAnON SOIL TYPE(S): SEE -CONSTRUCTION ACTWTY EXEMPTION' FOR UST OF SOLS TYPES. OWES PROPOSED SLOPES MLL BE GENERALY MODERATE AND ARE NOT EXPECTED TO EXCEED 91. WGETATCH: SEED AND MULCH IS PROPOSED FOR DSNR AREAS. PERSON WH ENDEARED CWPM ('I1ESIGNER') CHARIE9 W PLOM PLOWS ENGINEERING INC. 6776 LAKE DOW UNO LAKES MH 55014 (651) WI -@00 ND ME TRAINING .00UMEELEASON COMMONTAndi MUST ACCOMPANY ME SWNP INDICATING NAT ME W INDIMALS IDENMIED IN PART HIS. HAW SOON MINED IN ACCORMANGE ON ME REQUIREMENTS OF PART H.F. DOCUMENTATION SHAM IN0.UTR: A NAMES OF NE PERSONNEL ASSOCIATED ON NISI PROJECT NAT ARE REWIRED TO BE TRAINED PER PART BLEA. OF NIS PEMNIT. B. DAMS OF MAN G AND NAME CP NSTRUCTOR(S) AND ENTITY PRDMDING FAXING. C. CONSENT Of WARNING COURSE OR WORKSOP INCLUDING THE NUMBER O HOURS OF TRAINING. SITE SEQUENCING & ESC NOTES PRIOR TO ANY LAND- DISNRMNC ACONrv. THE COMMACTCR SHALL INSTALL IFLLOCAIL CONDITWSONS REQUIRE, SET FENCE SHALL REMAIN MAY IE NECESSARY RACE UNTIL THE FlNAL STABILIZATION HAS BEER ESTABLISHED IN ACCORDANCE AN PART IVC. THE CONMASFDR SHALL PERFORM SIM GRADING W AN AREA -BY -AREA BASS TO MINIMIZE UNSTABLIZED AREAS AS EACH AREA IS COMPLETED. ALL EXPOSED SOILS MUST HAYS TEMPORARY EROSION CCNTR0. PROTECTION W PERMANENT COYER WITHIN FOURTEEN (14) DAYS, THE CONTRACTOR SHALL PRONDE ALL SW, SEED, WlLCN AND FERTILIZER WHICH SHALL CONFORM AN THE FOMONNG MIDDY SPEOFlCAM NS AS NEDIFIED BELOW. ITEM MOODY SPEOFlCAIIdI/NOIF$ SOD DRIB SEES W78 • FOR NAME ESTABUSIAENT COMMERCIAL TAME MNDOT MIX 25 -131 (MO 1BS /ACRE) RESDENTAL TURF INGOT MIX 25-151 (120 IBS /ACRE) TEMPORARY FALL COYER MEET MIX 21 -112 (IOU IBS /ACRE) SPRING /SUMMER KNEW WX 21 -111 (1W IBS /ACRE) SOL- BUILDING COYER INGOT MIX 21 -II3 (110 LBS /ACRE) 1 -2 YEARS (DOWN ROBOT IBX 22 -111 (MS IBS /ACRE) 2 -5 YEARS COWS MWOT MIX 22 -112 (40 HBS /ACRE) NULCN =2 TYPE I - DOE ANCHORED) PERT" SSBI WOW RSER MARKET 5595 CATEGORY 2 ' NOW A MINIMUM C£: RESDENT& TURF - ONCE PER 2 WEEKS COMMERRCIALE NAME - ONCE PER 4 WEEKS " SE6m AREAS SMALL SE ENDS MULCHED OR COWERED BY FIBRWS BLANKETS TO PROTECT SEEDS ND UNIT EROSION. TEMPORARY OR PERMANENT NUR-CH MUST BE UNIFORMLY AFFUED BY MECHANICAL OR HYNAWC MEANS AND STADIUM BY DISC - ANCHORING OR USE CP HYDRAWC SOIL STABIU ORS. ALL EROSION AND SEDIMENT CWTIiOL MEASURES SHOWN ON THE PUNS OR IMPLEMENTED IN ME FIELD SHALL SE N ACCORDANCE MM THE Ott AND NPOES PHASE II PERMIT REQUIREMENTS. AND ME MPCA'S'PROTECTNO WATER WAUlY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA.' ME CONNECTOR SOUL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY UNIS AND MAKE SURE ME EROSION CONTROL RUCYCES NPUCE IN NOSE WAS PREWNT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES ME CONTRACTOR SHALL MAINTAIN SILT FENCE. INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH CWRETION OF BUILDING CCNST UCTON. SILT NONE TO BE INDIAN) MY AFTER COMPLETION OF BUILDING CONSTRUCTION IRO UPON ESTABLISHMENT OF WGETATIW. NE CONRACTOT SHALL PRONOE WOW ESSEX BLANKET FDA ALL AREAS OF CONCENTRATED FLOW AND FEW ALL SLOPES 3:1 ON GREATEME PROTECT ALL STORM WATER MANAGEMENT EXCRETES FROM CONSTRUCTION RUN OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SND FIGURES ONCE S E HAS BEEN STABIUZED. IF AIRY SLOPES AFFEAR TO BE FAILING. ME CONTRACTOR SOUL FROMM ADDITIONAL SLT FENCE. BROOMS AND EROSION CONTROL ALMOST AS NEEDED THE CONTRACTOR SMALL FINAL GRAM SMILE AREAS UPON STABILIZATION OF UPSTREAM AREAS UPON GRADING COMPLETION ME CONTRACTOR SHALL PWMGE NAnW TOPSOIL, WED. AND MILLION ANCHORED AN A STRAIGHT SET DISC NMIN AS HOURS OF FINK WAGING EXCESS SCIL SHOULD BE TREATED LIKE OTHER EXPOSED BOLL AND WAAUMD WIMR Z2 WRS. ANY SOIL STOCKPILES ME TO HAW SET FENCE PLACED ON DOWNSTREAM SEES AND SHALL MOT SE PLACED IN SURFACE WATERS. ADNCENT SHEETS SHALL BE KEPT CLEAN OF CONSIRUCNMI MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERAM WHEN MATERIALS OR DEBRIS HAW WAWED/FLOMD ONTO AOJAMNT STREETS, IT IS THE CONMACTOYS RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY ON AS DIRECTED BY THE CITY. NF OF S11FACE WAnK 1 ICI / SLWR LAKE IS AN IMPAIRED WATER. ASSESSMENT UNIT: 32- 0063-00 IMPAIRMENTS: MERCURY IN FISH TISSUE: NDTWENT/EUTRIFlCAnON BIOLOGICAL INDICATORS 111L N0 CONS ELSTON A. ML EXPOSED SOIL WAS MUST BE STMBIUZED AS SOON AS POSSBIE TO WIT BOLL M09M BUT IN NO CASE U1FR MAN SEWN (T) DAYS AFTER ME CONSTRUCTION ACTNTY IN MAT PORTION OF THE ST: HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED R PART IO.B.1 -5 MUST BE USED FOR COMMON DRAINAGE LOCATORS NAT SERW AN AREA AN FIX (5) OR ROE ACRES OSTRBED AT CNE TIME. C2 POST CONSTRUCnax ME WATER WALITY VCWME NAT MUST BE TREATED BY THE PNQECT PERMANENT STORNWATEA MANAGEMENT SYSTEM DESCRIBED IN PART TIM SNKL BE WE (I) INCH CP RUNOF FROM THE NEW IMPERIOUS SURFACES CREATED BY ME PROECT. WHERE SIT: CONDITIONS ALLOW, AT LEAST M INCH OF WATER OUAUTY VOLUME MUST BE RFILNATD. SEE PART RLC2 FOR MORE INFORMATION ON INELMATON DESIGN AND APPROPRIATE SR CONDITIONS IF IT IS DETERMINED NAT STE CONDITIONS ARE NOT APPROPRIATE FEW INFILTRATION (E.G LACK OF 5 FT. OF SEPARATED TO SEASONALLY SATURATED CRWND WATER, PROXIMITY TO BEDROCK. CONTAMINATED SOILS) THE REASONS SHOULD BE DOWMENTEO IN ME ST RMWARR POLLUTION PREVENTION PLAN (SWEEP) FOR THE PROECT. INFILTRATION IS NOT REWIRED IN HYDROLOGIC COIL GROUP 0 SOILS. DRAWNBY: I OESIONSY C.W.P. I 1 &1591 OWGMM DATE: 1ANUARY4,2016 6 O _w a Z 0 s a " az N4TH W m s ¢n ro E H 3 PREPARED FM' CAREPOINT DENTAL A EHGHNEEwNc PLOWS ENNINEBINN, INC. UPS.. SURE 110 LINO W(ES.MNSSDII PHONE:(",XsIANO FAA:R51)MI4701 STORM WATER 3836 STINSONIBOULEVARD I C5■2 3836 STINSON BOULEVARD NORTH 0 20 40 1 INCH= 40 FEET y C TTJ f� `S I ;f A. i o I I I �I i I � I V iF J19) IE (xxxp� _ I I ( I I I I I I ( 10 y C TTJ f� `S I ;f A. i o I I I �I i I � I 3836 STINSON BOULEVARD NORTH 0 0 20 40 1 INCH = 40 FEET M IE (11Mwgw) �E i i i i nT z LOT 2 LOT 1 (4 T �W Section 2: Chapter 9, Article I, Section 9.110 (F) (3), City Code of 2005, shall hereafter read as follows, to wit: (3) Conditional uses. Except as specifically limited herein, the following uses may be allowed in the CBD, Central Business District, subject to the regulations set forth for conditional uses in § 9.104, Administration and Enforcement, and the regulations for specific uses set forth in § 9.107, Specific Development Standards: (a) Government maintenance facility. (b) Arcade. (c) Outdoor sales and /or display. (d) Outdoor storage. (e) Parking ramp. (f) Club or lodge. (g) Fences greater than six feet in height. Section 3: Chapter 9, Article I, Section 9.107 (3) City Code of 2005, is proposed to include the following addition and shall hereafter read as follows, to wit: (3) Automobile convenience facility. (a) The use shall be served by a major collector or higher functional classification of roadway. (b) All buildings, canopies and pump islands shall meet the setback requirements for a principal structure in the zoning district in which the use is located. (c) The storage of inoperable vehicles on the site is prohibited. (d) The sale or repair of vehicles shall be prohibited. (e) A landscape buffer with a minimum depth often feet shall be installed and maintained along all abutting public rights -of -way. (f) Canopy light fixtures shall be completely recessed within the canopy so that the lenses do not extend below the bottom surface of the canopy. (g) Wherever fuel pumps are installed, pump islands shall be installed. (h) A transportation management plan shall be submitted to address off - street parking, bus loading and unloading, traffic control, and the impact of the facility on surrounding roadways. (i) An environmental management plan, including a storm water management and drainage plan, shall be submitted to address the impact of the facility on the environment. (j) The use shall employ best management practices regarding the venting of odors, gas and fumes. Such vents shall be located a minimum of ten feet above grade and shall be directed away from residential uses. All storage tanks shall be equipped with vapor -tight fittings to eliminate the escape of gas vapors. (k) There shall be no exterior display of merchandise for sale exceeding 50 square feet in area. (1) The premises, all adjacent streets, sidewalks and alleys, and all sidewalks and alleys within 100 feet of the use shall be inspected regularly for the purposes of removing any litter found thereon. (m) A minimum of two access points for vehicular traffic shall be provided. Curb cuts shall be located no less than 50 feet from the intersecting right -of -way line on collector roadways and no less than 80 feet from the intersecting right -of -way line on arterial roadways. (n) All new Automobile Convenience Facilities must be located on a minimum of one acre of land. Section 4: Chapter 9, Article 1, Section 9.107 (4) City Code of 2005, is proposed to include the following addition and shall hereafter read as follows, to wit: 4) Automobile repair, major. (a) All vehicles waiting for repair or pick -up shall be stored within an enclosed building or in designated off - street parking spaces. (b) All work shall be performed within a completely enclosed building. (c) All vehicles parked or stored on site shall display a current license plate with a current license tab. Outside storage of automobile parts or storage of inoperable or salvage vehicles shall be prohibited. (d) The sale of vehicles shall be prohibited, unless permitted by this article or allowed by conditional use. (e) The use shall employ best management practices regarding the venting of odors, gas and fumes. Such vents shall be located a minimum of ten feet above grade and shall be directed away from, residential uses. All storage tanks shall be equipped with vapor -tight fittings to eliminate the escape of gas vapors. (f) An environmental management plan, including a storm water management and drainage plan, shall be submitted to address the impact of the facility on the environment. (g) Any fuel sales or automobile convenience activities shall be subject to the applicable standards for automobile convenience facilities. (h) All new Maior Automobile Repair facilities must be located on a minimum of one acre of land. Section 5: Chapter 9, Article I, Section 9.107 (5), City Code of 2005, is proposed to include the following addition and shall hereafter read as follows, to wit: (5) Automobile repair, minor. (a) All vehicles waiting for repair or pick -up shall be stored within an enclosed building or in designated off - street parking spaces. (b) All work shall be performed within a completely enclosed building. (c) All vehicles parked or stored on site shall display a current license plate with a current license tab. Outside storage of automobile parts or storage of inoperable or salvage vehicles shall be prohibited. (d) The sale of vehicles shall be prohibited, unless permitted by this article or allowed by conditional use. (e) The use shall employ best management practices regarding the venting of odors, gas and fumes. Such vents shall be located a minimum of ten feet above grade and shall be directed away from residential uses. All storage tanks shall be equipped with vapor -tight fittings to eliminate the escape of gas vapors. (f) An environmental management plan, including a storm water management and drainage plan, shall be submitted to address the impact of the facility on the environment. (g) Any fuel sales or automobile convenience activities shall be subject to the applicable standards for automobile convenience facilities. (h) All new Minor Automobile Repair facilities must be located on a minimum of one acre of land. Section 6: Chapter 9, Article I, Section 9.107 (6), City Code of 2005, is proposed to include the following addition and shall hereafter read as follows, to wit: (6) Automobile sales /rental, new. (a) The use shall be served by a major collector or higher classification of roadway. (b) Outdoor vehicle display for used cars shall be limited to 30% of the total outdoor display area for a new car dealership. The display area shall be defined as the total number of parking spaces devoted to the sale of vehicles only, not including the required off - street parking spaces needed for the public and employees. (c) Outdoor vehicle display areas shall meet the setback requirements for a principal structure in the zoning district in which the use is located. (d) Outdoor vehicle display areas within the public right -of -way are prohibited. (e) A landscape buffer with a minimum depth often feet shall be installed and maintained along all abutting public rights -of -way. (f) Outdoor vehicle display shall be within a designated area that is hard - surfaced. (g) Outdoor vehicle display shall be in an orderly fashion, with access aisles provided as needed. The storage of inoperable, junk vehicles with expired tabs is prohibited. (h) Music or amplified sounds shall not be audible from adjacent residential properties. (i) Outdoor vehicle display shall not reduce the amount of off - street parking provided on site below the level required for the principal use. (j) An appropriate transition area between the use and adjacent property shall be provided by landscaping, screening or other site improvements consistent with the character of the neighborhood. (k) Fuel pumps for the purpose of retail sale and dispensing of fuel to the general public shall be prohibited. If the use includes dispensing of fuel for the automobiles maintained on site, the use shall employ best management practices regarding the venting of odors, gas and fumes. Such vents shall be located a minimum of ten feet above grade and shall be directed away from residential uses. All storage tanks shall be equipped with vapor -tight fittings to eliminate the escape of gas vapors. (1) All new Automobile Sales /Rental, (new) facilities must be located on a minimum of one acre of land. Section 7: Chapter 9, Article I, Section 9.107 (7), City Code of 2005, is proposed to include the following addition and shall hereafter read as follows, to wit: (7) Automobile sales /rental, used. (a) The use shall be served by a major collector or higher classification or roadway. (b) An open -aired used auto and truck sales or rental lot as a stand -alone business is prohibited. (c) Used automobiles may be sold or rented as a stand -alone business if the business if the used automobiles and associated businesses are contained within a building. (d) Used automobiles may not be sold accessory to businesses other than new car dealerships. (e) Outdoor vehicle display areas within the public right -of -way are prohibited. (f) A landscape buffer with a minimum depth of ten feet shall be installed and maintained along all abutting public rights -of -way. (g) The outdoor storage of inoperable, junk vehicles and vehicles with expired tabs is prohibited. (h) Music or amplified sounds shall not be audible from adjacent residential properties. (i) An appropriate transition area between the use and adjacent property shall be provided by landscaping, screening or other site improvements consistent with the character of the neighborhood. (j) Fuel pumps for the purpose of retail sale and dispensing of fuel to the general public shall be prohibited. If the use included dispensing of fuel for the automobiles maintained on site, the use shall employ best management practices regarding the venting of odors, gas, and fumes. Such vents shall be located a minimum of ten feet above grade and shall be directed away from residential uses. All storage tanks shall be equipped with vapor -tight fittings to eliminate the escape of gas vapors. (k) All new Automobile Sales /Rental, (used) facilities must be located on a minimum of one acre of land. Section 8: This Ordinance shall be in full force and effect from and after 30 days after its passage. First reading: Offered by: Seconded by: Roll call: Second Reading: Offered by: Seconded by: Roll Call: Date of Passage: Gary L. Peterson, Mayor Attest: Katie Bruno, City Clerk /Council Secretary