02-24-2020
REGULAR MEETING AGENDA
1. Call to Order
2. Approval of Agenda
3. Approval of Minutes
February 10, 2020, Regular Planning Commission Meeting
4. Informal Public Hearing – Major PUD Amendment
Applicant: John Gabbert
Address: 1601 Noble Drive (Sweeny Lake Woods PUD No. 120)
Purpose: To subdivide properties within an existing PUD and incorporate some portions of
adjacent properties
5. Informal Public Hearing – Zoning Code Text Amendment
Applicant: City of Golden Valley
Purpose: Amending zoning districts to regulate tobacco sales
‐‐Short Recess‐‐
6. Council Liaison Report
7. Reports on Meetings of the Housing and Redevelopment Authority, City Council, Board of Zoning
Appeals, and other meetings
8. Other Business
9. Adjournment
February 24, 2020 – 7 pm
Council Chambers
Golden Valley City Hall
7800 Golden Valley Road
REGULAR MEETING MINUTES
1. Call to Order
The meeting was called to order at 7:05 pm by Commissioner Johnson
Roll Call
Commissioners present: Rich Baker, Ron Blum, Adam Brookins, Andy Johnson, Ari Prohofsky, Ryan
Sadeghi, and Chuck Segelbaum
Commissioners absent: Lauren Pockl
Staff present: Planning Manager Jason Zimmerman and Planner Myles Campbell
Council Liaison present: Gillian Rosenquist
2. Approval of Agenda
Commissioner Johnson, acting in the absence of the Chair, asked for a motion to approve the agenda.
MOTION made by Commissioner Baker, seconded by Commissioner Segelbaum to approve the agenda
of February 10, 2020, as submitted and the motion carried unanimously.
3. Approval of Minutes
Commissioner Johnson asked for a motion to approve the minutes from January 27, 2020.
MOTION made by Commissioner Segelbaum, seconded by Commissioner Baker to approve the meeting
minutes from January 27, 2020, as submitted, and the motion carried unanimously.
4. Discussion – Tobacco Sales
Myles Campbell, City Planner, reminded commissioners that City Council asked them to consider new
zoning regulations on the sale of tobacco. Campbell added that tobacco licensing was amended and
approved at the October 15, 2019 City Council meeting. Council made the request of the Planning
Commission and their initial conversation was at the December 9, 2019 Planning Commission meeting;
key takeaways from that meeting were:
Commissioners supported allowing tobacco retailers only in the Commercial zoning district
Commissioners showed more interest in proximity restrictions for tobacco retailers from youth‐
oriented facilities rather than between multiple retailers
Commissioners requested a variety of examples and some flexibility with the definition of youth‐
oriented facilities
February 10, 2020 – 7 pm
Council Chambers
Golden Valley City Hall
7800 Golden Valley Road
City of Golden Valley Planning Commission Regular Meeting
February 10, 2020 – 7 pm
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Considerations for focus are:
Whether the restriction still allows a reasonable number of options for the restricted use to
locate within the City
Whether the restriction is reasonable in its definition and justification of the types of land uses
that require a proximity restriction
Whether the restriction is reasonable for staff to enforce and manage compliance with in the
future
Campbell expanded by stating that keeping code compliance simple would mean using existing or
planned zoning districts. Making the code more complex includes creating multiple land use categories
with varying restriction distances. Campbell displayed a series of zoning map scenarios, each with
potential sale restriction buffers based on areas of assembly and parks/natural areas. Staff will base
preliminary ordinance language on the direction of the Planning Commission but suggest concise
language that will be easily understood by both staff and potential retailers.
Based on presented information and the displayed scenario maps, the three questions for
commissioners to answer are:
1. Should proximity restrictions be based off of a zoning category, or a defined set of uses?
2. If defining a set of Youth‐Oriented Facilities, what should be included?
3. What should the distance of the proximity restriction be?
Commissioner Segelbaum confirmed with staff that current retailers are grandfathered in to the
proposed ordinance. Campbell responded affirmatively and added that the City Clerk has 11 returning
tobacco retailers slotted for licenses in Golden Valley in 2020. They will be expected to meet licensing
requirements set by the city in fall 2019 but any changes to the zoning requirements will not impact the
retailers. If all 11 retailers continue to meet their licensing requirement, they may continue to renew
their licenses for the foreseeable future. In the event that retailers dip below the 8 retailer cap, then any
new tobacco retailers will be expected to meet licensing and zoning requirements.
Discussion continued around the differences in the six mapped scenarios and varying buffer distances, as
well as the staff ability to monitor buffers versus zoning districts.
Commissioners circled back to the three questions presented by staff. Commissioner Baker stated favor
for scenario D, it allows retail to continue in downtown Golden Valley while providing park buffers. The
discussion continued on to define a proximity restriction if the buffer cuts through another parcel. The
commissioners discussed the expiration of a tobacco retailer’s license in a restricted area and revisited
the results of that. Other potential zoning ideas surfaced and staff reminded commissioners that in order
to instate a zoning regulation, there must be a connection to a reasonable justification.
City of Golden Valley Planning Commission Regular Meeting
February 10, 2020 – 7 pm
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Commissioners discussed the need for buffers from schools what with the age restriction increasing to
21. Commissioner Prohofsky added that the legal drinking age is also 21 and underage drinking is still a
problem. Prohofsky added that he’s more concerned with tobacco retailers having a close proximity to
schools than parks. The former decreasing the ease of accessing products while on a school day break,
the latter being something that happens outside of school hours. Discussion continued on to who holds
the tobacco license: the location, the building, or the operator. Segelbaum stated his preference for
scenario B or H. Commissioner Johnson stated his favor for something less restrictive and supports
scenario B. Commissioner Brookins stated uncertainty that the group was looking at the scenarios in the
present but not looking far enough in the future. Commissioner Sadeghi stated his support for B but said
scenario H is a good compromise. Baker stated a support change and now supports scenario H.
Campbell asked if the desire for B was due to using the zoning district or was it the use of “assembly”.
Johnson responded that it was anything that fell under the category of assembly.
Jason Zimmerman, Planning Manager, stated if that was the consensus, then the second item to
consider was moot and the group could move on to item 3.
Campbell stated that staff will draft scenario H with two different buffers for comparison.
5. DISCUSSION – Narrow Lots
Jason Zimmerman, Planning Manager, gave a broad summary of the items the commissioners are to
possibly modify, as directed by City Council. Based on that direction and the topics brought up, the
focus is on these 6 themes; three are zoning related and three are engineering related.
1. Setbacks – side yards, front yards on corner lots
2. Lot coverage/impervious percentage
3. Height
4. Stormwater management
5. Tree removal/mitigation
6. Solar access
Zimmerman stated that it may make sense to start the conversation on setbacks at this meeting and
then layer in items 2 and 3. Items 4‐6 can be discussed but are not items under the zoning portion of
the City Code so planning staff won’t be making changes on those.
Before jumping into that conversation, Zimmerman gave a summary of the online survey regarding
narrow lots, 369 people took this survey. The data was collected and calculated and made into a
report with all the data and input from residents. This report is called the Community Input Report
and is publicly available on the City’s website.
One thing to note is that residents of narrow and non‐narrow lots were sent the same survey,
however narrow‐lot owners were asked a few more questions about their reasons for owning a
narrow lot. Some residents didn’t know they lived on a narrow lot, often because they owned two
narrow lots and their home was built across the two. Commissioner Johnson added that for how
green Golden Valley is becoming, purchasing a narrow lot to be more energy efficient only calculated
to 5% of the responses.
City of Golden Valley Planning Commission Regular Meeting
February 10, 2020 – 7 pm
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Zimmerman returned to the setback conversation and started by providing a quick diagram of a lot;
the building envelope is where a building can be built and the setback area is where a building cannot
be built. There are setbacks on all sides of the envelope and the size of the setback is based on the
lot width. Looking at seven peer city side setbacks, Golden Valley has the largest total setback
amount on narrow lots. Zimmerman then showed the group a table of lot widths with the
corresponding setbacks and building envelope width. When considering any alteration to the
setback, they need to balance the distance between structure and property line, the remaining width
of the building envelope, and the resulting impact on façade/garage and entry width. At the last
meeting it was noted that R‐1 zoned properties require a two care garage, per the zoning code. Two
car garages typically have a 22 foot minimum. A two car garage on a 40 foot lot leaves only 6 feet in
the envelope for a front entry; in this situation, increasing side setbacks decreases that entry width.
Staff proposed a two part solution:
1) Maintain a minimum of 15 feet of total side setback for all lots, even below 50 feet in width
a. Better aligns with fire/building code issues (5 foot minimum)
2) Reduce garage requirement to a one‐car garage
a. Similar to R‐2 zoning requirements for 50 foot single‐family lots
b. Reduces space crunch and allows for more attractive façades
Commissioner Segelbaum asked if tandem garages were permitted under the two car garage
ordinance. Zimmerman stated that they’re valid under the code but hasn’t seen any in the time he’s
been with the City.
If both revisions we adopted, a narrow lot could have the max width for a single car garage at 16.25
feet wide and still have space for an 8.75 entry within the 25 foot envelope. A main complaint of
narrow lots is the garage dominant façade and this would help alleviate that aesthetic.
Chair Blum asked if the building envelope was reduced to 20 feet wide, would there be enough room
for a single car garage and a 3.75 foot entry way within that. Zimmerman responded affirmatively
however, current building code requires a 22 foot wide structure minimum so that would need to
change in order to accommodate.
Zimmerman addressed secondary front yards, as seen in a corner lot. The secondary front yard, while
appearing to be a side yard, holds the same 35 foot setback requirement as a front yard. Other cities
set secondary front yard setbacks at a lesser amount, anywhere between 8‐15 feet. Maintaining that
setback on a corner narrow‐lot, eliminates any possibility for construction on the property.
To alleviate this, staff made a two part recommendation:
1) Set secondary front yard setback at 15 feet for lots 65 feet wide and under
a. In general, leaves sufficient building envelope for construction
2) Ensure no building envelopes are below minimum of 22 feet to reduce variance requests
a. Would only apply to SOME lots 47 feet in width or less (depending on the
north/south and east/west distinctions)
City of Golden Valley Planning Commission Regular Meeting
February 10, 2020 – 7 pm
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Zimmerman moved on to side wall articulations and that some features (chimneys, bay windows)
can extend in to the side setback up to 2 feet. Potential solutions would be to remove side wall
articulation or to disallow articulation extensions into side setbacks; the latter being the staff
recommendation.
Commissioner Brookins asked if the zoning was changed, would modifications on grandfathered in
residents need to comply with new restrictions and likely require a variance. Zimmerman stated it
depends on the home location within the envelope and where the modification is intended. Blum
commented that he’s in favor of very large setbacks and would like to see 10 feet on each side.
Commissioner Baker asked Blum how he responded to that creating a smaller envelope and thus
ensuring a taller building. Commissioner Sadeghi added that creating a 20 foot building envelope
creates an unbuildable lot. It won’t allow for a 2 car garage and then the city has created a lot that a
builder will not take on. Blum responded that he thought that was up to the builder and this group
wasn’t there to serve the needs of the builder but rather the community. The conversation continued
into the setback/height correlation and articulations for two story homes. During the conversation,
Baker asked staff if the City Attorney has drawn a line on where the Planning Commission stops their
ordinance revision due to creating an unbuildable lot. Zimmerman responded that the legal
definition would need to be studied and addressed but ultimately it comes down to legally taking the
right from someone to build and how practical is it to assume a build will occur with a restricted
envelope. Baker added the need for the Commission to have transparency in intent. If the intent is to
prevent development on narrow lots, then the Commissioners need to be overt and transparent
about that intent. If the intent is to allow building on those lots, then the group needs to be overt
about that intention as well. Blum responded that he felt generous setbacks are in line with the
feelings of the community, the City’s comp plan, and falls within the understanding of what’s
reasonable and buildable. Brookins voiced his disagreement, adding that stating residents want
generous setbacks is a strong generalization. Brookins added when reading the community
engagement report, he read that residents want to maintain the character of their neighborhood. To
him that means ranch style houses, homes that fit the neighborhood, and doubts the ability to drive
through Golden Valley and find a 20 foot wide home now. Building a home at that width is smaller
than a detached garage and Brookins added he is not comfortable going on record saying that people
want large setbacks when that’s not the consensus from respondents to the survey. Segelbaum
added that it doesn’t seem possible to come to a decision that will satisfy owners on all lots, 40’‐80’
as well as satisfy the Commission. Zimmerman reminded the group that majority of the narrow lots
are on 50 foot and 60 foot lots. While a lot of focus is on the 40 foot lots, the 50‐60 foot lots need
setback and envelope ordinances to help navigate future remodeling.
The group continued a conversation around setbacks and height. Johnson made comments on how
to add construction impacts on neighbors to the equation, stating there should be some kind of
regulation on creating impacts to neighbors. Blum stated he felt that was attributed to space
between properties and thus is cause for larger setbacks. Baker added that it’s related to grading.
Zimmerman added that this group is not able to impact stormwater regulations but things can be
passed along to that department.
Segelbaum asked the group to come back and focus on 60‐65 foot lots as that seems to be the size
that’s impacted the most. Baker asked staff what created the setback dimensions on each side of the
City of Golden Valley Planning Commission Regular Meeting
February 10, 2020 – 7 pm
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house and why the larger setbacks were to the south and east. This seems to cause more shadowing
to neighbors. Zimmerman responded that the setbacks have been instated for decades and he hasn’t
yet uncovered documentation to understand the why behind the decision. Circling back to
Segelbaum’s point about the 60‐65 foot lots, Zimmerman stated that the setback changes discussed,
don’t impact those lots. Once the conversation moves to height and the building envelope, then
maybe setbacks can come back in to the equation. Zimmerman asked if the current setbacks on the
50‐65 foot lots are satisfactory: the majority chimed in affirmatively, Blum responded that he would
increase those setbacks as well.
Sadeghi requested shifting the conversation to height requirements. Baker added that the
conversation will be iterative, and he believes the height conversation will lead into another setback
conversation.
Zimmerman asked about articulation and Baker responded that he felt it was better to articulate in
than out. Zimmerman followed up with corner lot setbacks and suggested they were less of a
concern in 50‐60 foot lots but that becomes a greater issue on a 40 foot corner lot. The group
decided to focus on 50‐60 foot lots and after that determination, to move on to 40 foot lots.
Television portion of the meeting concluded at 9:06pm
‐‐Short Recess‐‐
6. Council Liaison Report
Councilmember Rosenquist provided an update to commissioners covering the most recent activities of
the City Council as well as activities around the City. She detailed the Council’s recent goal‐setting
session, the first for new Council Members Kimberly Sanberg and Maurice Harris. Rosenquist also gave
a brief overview of the City’s goals for the upcoming state legislative session.
7. Reports on Meetings of the Housing and Redevelopment Authority, City Council, Board of Zoning
Appeals, and other meetings
No other reports were given.
8. Other Business
No other business was reported.
9. Adjournment
MOTION made by Baker, seconded by Sadeghi and the motion carried unanimously to adjourn the
meeting at 9:42 PM.
________________________________
Adam Brookins, Secretary
________________________________
Amie Kolesar, Planning Assistant
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Date: February 24, 2020
To: Golden Valley Planning Commission
From: Jason Zimmerman, Planning Manager
Subject: Informal Public Hearing – Sweeney Lake Woods PUD No. 120, Amendment #1 –
John Gabbert, Applicant
Summary
Civil Site Group, on behalf of John Gabbert as applicant, is seeking approval of a Major Amendment
to a Planned Unit Development (PUD) in order to modify the current boundary of the Sweeney
Lake Woods PUD No. 120 and to incorporate portions of additional adjacent properties. Doing so
would expand the area within the PUD, reconfigure property lines, and create two new lots while
consolidating others. The end result would be a net increase of one in the number of residential
parcels available for development. A new plat would be needed in addition to other agreements
and permits with the City.
Background
PUD No. 120 was created in 2015 and continued the transformation of a large area of land along
the western edge of Sweeney Lake. Two vacant lots – one 3.27 acres and a 0.2 acre lot containing a
driveway – were approved for a private residential development consisting of three single‐family
lots accessed from Noble Drive to the north via a private street. Previously in 2014, two additional
single‐family lots (1700 Noble Drive and 1750 Major Drive) had been created to the north of the
PUD boundary and were subsequently developed. A large area of vacant land – 2.98 acres –
remains to the west and is the primary focus of this proposal.
Water and sanitary sewer lines run underneath the private street within the PUD and are protected
by a public drainage and utility easement. Conservation easements cover much of the shore along
Sweeney Lake, though one of the three properties within the PUD is currently without a recorded
document.
As part of the approval of the original PUD, the property at 1700 Noble Drive was granted the
ability to utilize the shared private street, rather than construct a long parallel driveway north to
Noble Drive. This did not occur, however, and only three properties currently share the entire
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length of the private street. A residence at 1807 Noble Drive that predates the PUD utilizes
approximately the northernmost 50 feet of the private street. The private street was constructed
and paved to support the weight of large fire vehicles and includes a cul‐de‐sac with a fire hydrant
at the southern terminus.
Existing Sweeney Lake Woods PUD
Existing Conditions
Since 2015, three single‐family homes have been constructed in the area – two outside of the PUD
(along Sweeney Lake) and one of the three lots within the PUD. The private street serves the home
within the PUD at 1620 Noble Drive and partially serves the residence at 1807 Noble Drive. The
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homeowners association owns and maintains the private street, including responsibility for snow
removal. Conservation easements have been recorded all along the Sweeney Lake shoreline, with
the exception of 1640 Noble Drive where a draft easement still needs to be finalized and recorded.
The properties involved in the proposed PUD amendment include not only the original three lots
and private street, but also two vacant parcels to the northwest, an underutilized portion of a lot to
the west (1550 St. Croix Circle), and the residential lot immediately to the north (1700 Noble Drive).
A majority of the area within the two vacant parcels is open field with some mature trees at the
periphery. The underutilized portion of 1550 St. Croix Circle contains a number of mature trees as
well as a small delineated wetland of approximately 9,000 square feet.
Additional Properties Included in the Proposal
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There is a large (16 inch diameter) sanitary sewer line that runs roughly southwest to northeast
beneath portions of both vacant parcels. This utility eventually aligns under the private street and
continues underneath Noble Drive as finds its way to the Metropolitan Council Environmental
Services (MCES) main north of Sweeney Lake.
The entire area sits within a Single‐Family Residential (R‐1) zoning district and across the lake from
the Hidden Lakes PUD.
Proposal
The applicant is proposing to modify two parcels within the existing PUD – increasing the size of
one and splitting the other in order to combine the two halves with the adjacent properties on
either side. In addition, the expanded PUD boundary would incorporate vacant land to the west of
the private street, creating two new residential lots within the PUD. Finally, an existing residential
lot outside of the PUD and accessed from Spring Valley Road would be reduced in size. Overall, this
would add one buildable residential lot to the area. (See images on following pages)
The PUD is adjacent to Sweeney Lake and therefore the management of stormwater runoff and
drainage throughout the area is important – especially with the addition of new impervious
surfaces resulting from the construction of new homes and driveways. Generally, topography
directs water from the northwest to the southeast and into Sweeney Lake. In order to address the
runoff rate and volume, and water quality treatment, the applicant is proposing a low impact
development which will incorporate vegetated swales, biofiltration trenches, and a stormwater
pond constructed to the west of the existing wetland.
Access to all four of the properties within the PUD would continue to be through the shared private
street. This street is currently non‐conforming with respect to width and the applicant requested a
variance from the Board of Zoning Appeals in October of 2019. The request was denied and the
decision was appealed to the City Council on December 17, 2019. The Council approved the
variance with one condition – that any new homes constructed within the PUD include a sprinkler
system. Because of the variance approval, expansion of the PUD via the amendment is able to
move forward.
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Existing: Red Properties within the PUD, Blue Properties outside the PUD
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2
3
1
2
3
4
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Proposed: Red Properties within the PUD, Blue Properties outside the PUD
In concert with the changes to the plat, the applicant is proposing to change the name of the PUD
from Sweeney Lake Woods to Sweeney Lake Shores.
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2
3
4
1
2
3
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Neighborhood Meeting
Notices regarding the proposal were sent to property owners within 500 feet of the site and a
neighborhood meeting was held on October 16, 2019. Roughly 10‐12 residents attended. After a
brief overview of the development, questions were asked regarding the number of lots being
created, how stormwater would be handled, and the pending variance for the width of the private
street.
Staff Review
Lot Requirements
As a PUD, the City can offer flexibility from the regular zoning requirements in order to achieve a
better development. The original PUD allowed three residential lots to be created without the
usual minimum amount of frontage on a public right‐of‐way. All three lots met the minimum lot
area and lot width requirements.
Under the proposed changes, the four lots within the PUD will continue to have sufficient area and
width, but will still only have access via the private street.
The existing private street is paved to a width of 18 feet and sits within a parcel that is 20 feet wide.
The standards for private streets within a PUD are a minimum of 20 feet of paved width
approximately centered within an easement that is at least four feet wider than the street. A
variance was granted upon appeal to the City Council that allows the driveway to remain at its
current width under the proposed scenario with the condition that any new home constructed
within the PUD contains a sprinkler system.
The following table describes the size of the existing lots and those proposed under the PUD
amendment. It should be noted that the lot on St. Croix Circle extends across Sweeney Lake and
includes a small amount of land on the peninsula.
Lots Within the PUD Lots Outside the PUD
Existing Square Feet Existing Square Feet
1601 Noble Dr 53,964 1550 St. Croix Cr 199,634
1620 Noble Dr 41,700 1700 Noble Dr 97,316
1640 Noble Dr 40,820 Spring Valley Rd 104,096
Tract H 25,557
Proposed Proposed
1601 Noble Dr 105,023 1550 St. Croix Cr 153,771
1620 Noble Dr 63,365 1700 Noble Dr 116,481
Unassigned lot 3 39,425 Spring Valley Rd 42,073
Unassigned lot 4 42,739
Each of the three lots being modified and remaining outside of the PUD (1550 St. Croix Circle, 1700
Noble Drive, and the unassigned Spring Valley Road property) must be evaluated against the City’s
minimum subdivision requirements found in Chapter 109 of the City Code:
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2
3
1
2
3
4
1
3
2
4
1
2
3
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Factor/Finding
1. A minor subdivision shall be denied if the proposed lots do not meet the minimum area
and dimensional requirements for the Zoning District in which they are located, or if vehicular
access is not provided from an abutting improved street.
Standard met. All of the proposed lots continue to meet the requirements of the R‐1 Single
Family Zoning District and have access from improved streets.
2. A minor subdivision may be denied upon the City’s determination that a resulting new lot
is encumbered by steep slopes or excessive wetness.
Standard met. Two of the three lots have been developed with single‐family homes in recent
years. The third lot appears to be buildable, but has a steeper slope that has been addressed as
part of the overall grading and stormwater plan.
3. A minor subdivision may be denied if sewer and water connections are not directly
accessible by each proposed lot.
Standard met. Two of the three lots are already served with sewer and water; connections are
directly accessible for the development of the third lot.
4. Approval shall be conditioned on the granting of easements for necessary public purposes.
Standard conditionally met. New utility easements will be dedicated as shown on the
preliminary plat and as may be modified pending further review by the City.
5. Approval may be conditioned on the requirements of outside public agencies with
jurisdiction.
Not applicable.
6. Approval shall be conditioned on the resolution of any title issues raised by the City
Attorney.
Standard conditionally met. The City Attorney will determine if such a title review is necessary
prior to approval of the final plat.
7. Minor subdivisions of nonresidential parcels may be denied if new development will cause
undo strain on adjacent roads or on public utilities or will adversely affect adjacent uses.
Not applicable.
8. Approval shall be conditioned on the payment of a park dedication fee, sewer and water
access charge, and pending or levied deferred assessments.
Standard conditionally met. A park dedication fee of $34,560 (6% of the estimated land value of
the unplatted areas) is required for this development. This includes all unplatted land within
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and outside of the PUD. Deferred assessments of $35,000 from a past pavement management
project will need to be paid prior to the release of the final plat.
9. The conditions spelled out shall provide the only basis for denial of a minor subdivision.
Approval will be granted to any application that meets the established conditions.
Standard met.
Engineering Considerations
As is standard practice for development proposals, plans were reviewed by the City’s Engineering
Division. Engineering staff found the plans to be in general conformance with the City’s standards
and specifications, the environmental goals and policies listed in the 2040 Comprehensive Plan, and
the water quality goals for Sweeney Lake. Staff will continue to work with the developer during the
entitlement process to ensure the completion of a construction phasing plan, a storm sewer
construction plan and profile, and a detailed tree and landscape plan that meet City standards and
code requirements.
Fire Safety Considerations
The Fire Department reviewed this proposal and strongly supported the approval of the
requested variance with the condition that sprinkler systems be required in all new homes
subsequently constructed within the PUD. The Fire Department has expressed belief that this
level of fire protection is more effective than widening the private road. They had no other
comments or concerns.
Fees and Assessments
A park dedication fee equivalent to 6 percent of the estimated land value of the currently
unplattted properties ($34,560) would be required prior to the release of the final plat. There are
also deferred assessments of $35,000 from the City’s 2006 Pavement Management Program for the
three undeveloped properties in the area.
Evaluation
Staff finds that the proposed amendment to the existing PUD, if modified by the conditions being
recommended below, would not be in conflict with the initial findings supporting the creation of
Sweeney Lake Woods PUD No. 120. Specifically:
Standard Finding
1. Quality Site Planning. The plan is tailored
to the specific characteristics of the site and
achieves a higher quality of site planning and
design than is generally expected under
conventional provisions.
Standard met. The proposed amendment has
been carefully designed to accommodate the
unique characteristics of the site, including
the challenge of limited access via a shared
private street and topography that drains a
large area into Sweeney Lake. The low impact
development approach that includes
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vegetated swales, biofiltration trenches, and a
new stormwater basin complements an
existing wetland and helps to manage and
treat stormwater.
2. Preservation. The plan preserves and
protects substantial desirable portions of the
site’s characteristics, open space, and
sensitive environmental features including
steep slopes, trees, scenic views, creeks,
wetlands, and open waters.
Standard conditionally met. The existing
wetland will be preserved with a vegetated
buffer, many trees and wooded areas will be
retained, and conservation easements have
been or will be established along the
shoreline of Sweeney Lake to protect the
slope, trees, vegetation, and natural habitat.
3. Efficient; Effective. The plan includes
efficient and effective use (which includes
preservation) of the land.
Standard conditionally met. The size of each
of the proposed single‐family lots—well over
the minimum area required by R‐1 zoning—is
consistent with the surrounding residential
uses and the amount of impervious surface
(hard cover) allowed is below the maximum
established in the City Code.
4. Consistency. The plan results in
development that is compatible with adjacent
uses and consistent with the Comprehensive
Plan and redevelopment plans and goals.
Standard met. The use of the properties for
single‐family homes is compatible with
neighboring properties and the density being
proposed is consistent with the land use
section of the City’s Comprehensive Plan.
5. General Health. The plan is consistent with
preserving and improving the general health,
safety, and general welfare of the people of
the City.
Standard met. The proposed stormwater
management strategies help control and treat
stormwater entering Sweeney Lake,
protecting and enhancing water quality and
improving the overall health of the lake.
6. Meets Requirements. The plan meets the
intent and purpose provisions of Section 113‐
123 (a) and all other provisions of the section.
Standard met. Following the approval of the
variance for the reduce width of the private
street, the PUD plan meets all of the required
provisions of the City Code.
Next Steps
Following action by the Planning Commission, a number of additional steps remain to be taken
before the conclusion of the entitlement process:
The proposal is subject to review and approval by the Bassett Creek Watershed
Management Commission.
Due to its proximity to Sweeney Lake, the proposal is subject to review and approval by the
Department of Natural Resources.
The PUD Amendment must be considered by the City Council.
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Existing easements throughout the site must be vacated and new easements must be
proposed, consistent with the preliminary plat.
The City Council must consider approval of:
o A final plat (with the new easements)
o An amended PUD Permit
o A development agreement outlining the costs and responsibilities of the developer
o A maintenance agreement outlining the responsibilities of the property owners
Recommendation
Staff recommends approval of Sweeney Lake Woods PUD No. 120, Amendment #1, subject to the
following conditions:
1. The plans prepared by Civil Site Group dated February 13, 2020, shall become a part of this
approval.
2. The applicant shall vacate existing easements and dedicate new drainage and utility
easements as shown on the preliminary plat.
3. The City Attorney will determine if a title review is necessary prior to approval of the final
plat.
4. A park dedication fee of $34,560 shall be paid prior to the release of the final plat.
5. A deferred special assessment of $35,000 shall be paid prior to the release of the final plat.
6. The conservation easement for 1640 Noble Drive must be signed and recorded prior to the
release of the final plat.
7. The impervious surface area on each of the four undeveloped lots (three within the PUD,
one outside of the PUD) shall be limited to 10,000 square feet in order to preserve open
space within the shoreland area of Sweeney Lake and to remain consistent with the
stormwater calculations that determined the design of the stormwater management
facilities.
Attachments
Location Map (1 page)
Project Narrative (1 page)
Plans prepared by Civil Site Group dated February 13, 2020 (13 pages)
Images of existing and proposed conditions (2 pages)
SUBJECT PROPERTIES
CIVIL SITE GROUP, INC. 612-615-0060
4931 W. 35TH ST, #200 INFO@CIVILSITEGROUP.COM
ST. LOUIS PARK, MN 55416 CivilSiteGroup.com
Sweeney Lake Shores PUD Narrative
9-13-19
The following describes the rationale for the proposed Planned Unit Development (PUD) as well as
differences from the underlying zoning requirements and descriptions of the over-all development
concept.
The proposed Sweeney Lake Shores PUD is the redevelopment of vacant residential land along with the
re-platting of adjacent single-family parcels to complete a large “estate lot” single family vision for this
area along the western shoreline of Sweeney Lake. Due to the unique shape of the vacant parcels with
no access to public streets, and the existing platted parcels with existing homes, private driveways,
lakeshore restrictions and other qualities unique to this land, a subdivision adhering to a standard zoning
district is not feasible. A PUD is the best way to provide high quality, creative development of this area
into large estate lots that will fit in well with the character of the surrounding homes and lots.
The underlying zoning for this area is Single Family (R-1). This underlying zoning standards are not
proposed to be changed. The proposed lots will generally exceed all the lot size and dimensional
minimums in the R-1 district. The only difference in the proposed PUD is that the lots will not have
frontage on a public street. The lots in the PUD will be served by a shared private driveway.
The overall development concept is somewhat unique to Golden Valley in terms of recent single-family
subdivisions which adds to the variety of housing stock that is available within the City. This project is
proposing larger estate lots, an acre plus in size which has many benefits. The larger lots provide
additional open space and less impervious surfaces, has the potential so save more trees and have a
lesser impact on Sweeney Lake due to generating less runoff. This project will be an asset to not only
this area of the City, but to Golden valley as a whole.
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 1:59 PMREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET............SWEENEY LAKE SHORES PUDGOLDEN VALLEY, MINNESOTASHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: CITY RESUBMITTALMASTER LEGEND:EX. 1' CONTOUR ELEVATION INTERVALCURB AND GUTTER (T.O = TIP OUT)SPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)SPOT GRADE ELEVATION TOP OF CURB (GUTTER TOP)SPOT GRADE ELEVATION TOP OF WALLSOIL BORING LOCATIONSPOT GRADE ELEVATION BOTTOM OF WALLEMERGENCY OVERFLOWPROPOSED MANHOLE STORMPROPOSED GATE VALVEPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER MAINPROPOSED FIRE HYDRANTEXISTING LIGHTEXISTING GAS METEREXISTING MANHOLEEXISTING CATCH BASINEXISTING GATE VALVEEXISTING HYDRANTEXISTING GAS VALVEEXISTING ELECTRIC BOXEXISTING STOPBOXPROPOSED MANHOLE SANITARYPROPOSED CATCH BASIN OR CATCH BASIN MANHOLE STORMPROPOSED SIGNEXISTING SPOT GRADE ELEVATIONINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWDEVELOPER / PROPERTY OWNER:JOHN GABBERT312 FERNDALE ROAD WESTWAYZATA, MN 55391612-803-2620ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0SITE PLAN / PRELIMINARY PLATSWPPP - NARRATIVESW1.3CORNERSTONE LAND SURVEYING INC.1970 NORTHWESTERN AVE. SUITE #200STILLWATER, MN 55082651-275-8969Know what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5HAUGO GEOTECHNICAL SERVICES2825 CEDAR AVENUE SOUTHMINNEAPOLIS, MN 55407DYH EOF=1135.52SB-1TOPROPOSED LIGHTEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATER MAINEXISTING GAS MAINEXISTING UNDERGROUND ELECTRICEXISTING UNDERGROUND CABLE1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMIT
ST. CROIXCIRCLEMHMHEXISTING STORMSEWERSWEENEY LAKENOBLE DRIVENOBLE DRIVEΔS27°39'45"E158.86SPRINGVALLEYROADSWEENEY LAKEPROPOSED 40'UTILITY EASEMENTPROPOSED NEW PROPERTY LINESPROPERTY SETBACK LINESPROPOSED BUILDINGFOOTPRINTPROPOSEDBUILDINGFOOTPRINTPROPOSEDBUILDINGFOOTPRINTPROPOSED BUILDING FOOTPRINT358.1'50.5'72.2'89.4'316.0'32.5'104.9112.4'210.4'85.2'273.4'164.0'113.3
160.2'283.2LOT 1AREA = 42,073 SFTBD SPRING VALLEY ROADLOT 2AREA = 42,739 SFTBD NOBLE DRIVELOT 3AREA = 39,425 SFTBD NOBLE DRIVELOT 4AREA = 105,023 SF1601 NOBLE DRIVELOT 5AREA = 48,845 SF1550 ST. CROIX CIRCLELOT 6AREA = 63,365 SF1620 NOBLE DRIVELOT 7AREA = 116,481 SF1700 NOBLE DRIVEEXISTING SHED TOREMAIN, PROTECTFROM DAMAGE237.9'30.0'31.7'59.1'48.5'300.6'100.0'357.6'363.5'328.6'86.
5
'15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK25' REAR SETBACK25' REAR SETBACK35' FRONT SETBACK35' FRONT SETBACK25' REAR SETBACK35' FRONT SETBACK
15' SIDE SETBACK15' SIDE SETBACK35' FRONT SETBACKEXISTINGBUILDINGAND DRIVEFOOTPRINTEXISTINGBUILDINGFOOTPRINT160.0'3
0
.
0
'PROPOSED DRAINAGE ANDUTILITY EASEMENT25' SIDE D&U EASEMENT10' FRONT D&U EASEMENT, TYP.6' SIDE D&U EASEMENT25' SIDE D&U EASEMENT25' FRONT D&U EASEMENT10' D&U EASEMENT, TYP.25' REAR D&U EASEMENT, TYP.WETLAND #1DELINEATED 10-1-2018NOD APPROVED 11-8-2018ANDERSON ENGINEERING0.02 ACRESPROPOSED 25' WETLAND BUFFERSTORMWATER BASIN(PRIVATE)BOT=833.00TOP=842.00EOF=840.00NWL=838.00100-YR HWL=841.04337.7'PROPOSED 50'UTILITY EASEMENT7
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K EXISTING EASEMENTTO BE VACATEDEXISTINGEASEMENT TO BEVACATEDEXISTING EASEMENTSTO BE VACATEDEXISTING EASEMENTTO BE VACATEDEXISTING EASEMENTTO BE VACATED50.0'30.0'25' SIDE D&U EASEMENTPROPOSED DRAINAGE ANDUTILITY EASEMENT100-YR HWL=844.42LOT 3 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=843.50100-YR HWL=843.04LOT 2 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=844.50100-YR HWL=844.2420.0'EXISTING BIOFILTRATION SWALE(CONSTRUCTED IN 2015)PROPOSED BIOFILTRATIONSWALE, APPROVED IN ORIGINALPUDBUILDINGFOOTPRINTPROPOSEDBUILDINGFOOTPRINT20.0'15' MAINTENANCEACCESS ROUTE15.0'15.0'15.0
'15' MAINTENANCEACCESS ROUTECivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 1:59 PMREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN /PRELIMINARY PLAT............SITE AREA TABLE:SITE PLAN LEGEND:CITY OF GOLDEN VALLEY SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINEPRELIMINARY PLAT NOTES:1.PROPOSED NAME OF SUBDIVISION: SWEENEY LAKE SHORES PUD2.LEGAL DESCRIPTION OF THE PROPERTY: PID #: 1802924310002, 1802924340058, 1802924420036, 1802924430019,1802924430020, 1802924430021, 1802924420050.3.SITE ADDRESS: ADDRESSES ASSOCIATED WITH PID NUMBERS LISTED ABOVE.4.PROPERTY OWNER: BRET AND DAWN WEISS, JOHN GABBERT, J D HAINES AND H J C HAINES AND SARAH BLACK.5.SUBDIVIDER: JOHN GABBERT6.ENGINEER: CIVIL SITE GROUP, 4931 W 35TH ST, SUITE 200, ST. LOUIS PARK, MN 554167.SURVEYOR: CORNERSTONE LAND SURVEYING INC., 1970 NORTHWESTERN AVE. SUITE #200, STILLWATER, MN 550828.CURRENT ZONING: R-1/PUD9.PROPOSED SETBACKS: PER R-1 OF THE CITY OF GOLDEN VALLEY; 35' FRONT, 15' SIDE, 25' REAR.10.THE GROSS LAND AREA IS 562,877 +/- SQUARE FEET OR 12.92 +/- ACRES.PROPOSED EASEMENTPROPOSED SETBACK01" = 40'-0"40'-0"20'-0"N1POND MAINTENANCE ACCESS ROUTE1.DETAILED LANDSCAPE PLAN WILL BE SUBMITTED AT TIME OF FINAL PLANSSUBMITTAL.2.CONSTRUCTION PHASING PLANS WILL BE SUBMITTED PRIOR TO COUNCILCONSIDERATION OF FINAL PLAT.3.PHASE 2 GRADING OF INDIVIDUAL HOME SITES TO BE IN ACCORDANCE WITHTHE APPROVED OVERALL GRADING PLAN.4.PHASE 2 INDIVIDUAL GRADING PLANS WILL REQUIRE THAT ALL IN-PLACESTORMWATER BMP'S BE PROTECTED WITH 2 LAYERS OF SILT FENCING ORSIMILAR DURING CONSTRUCTION OF HOMES.
ST. CROIXCIRCLEEXISTING STORMSEWERSWEENEY LAKENOBLE DRIVENOBLE DRIVESPRINGVALLEYROADSWEENEY LAKECONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSSTORMWATER BASIN(PRIVATE)BOT=833.00TOP=842.00EOF=840.00NWL=838.00100-YR HWL=841.0475' OHWL SETBACK
100-YR HWL=844.42LOT 3 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=843.50100-YR HWL=843.04LOT 2 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=844.50100-YR HWL=844.24EXISTING BIOFILTRATION SWALE(CONSTRUCTED IN 2015)PROPOSED BIOFILTRATIONSWALE, APPROVED IN ORIGINALPUDCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 1:59 PMREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN............1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOTLIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTINGSHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THENATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS &PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISENOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS.MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPESGREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAININGWALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TOCONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUTTHE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALLALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALLEXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE INAREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FORRESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENTAREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALLSUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREASWITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTHFINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTINGGRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENTCONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOMERUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALLAREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL ORBETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THESTREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADEDTANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THEDIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THESOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET ORPARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED INACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCURWITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.20 FOOT ABOVE, OR 0.20 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHEREMEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARYBY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OFANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.20 FOOT ABOVE ORBELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION,AND KEEP AREA FREE OF TRASH AND DEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTEDAREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURINGTHE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BERESEEDED AND MULCHED.14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTIONOPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE,AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSGROUNDWATER INFORMATION:CITY OF GOLDEN VALLEY GRADING NOTES:1.DETAILED LANDSCAPE PLAN WILL BE SUBMITTED AT TIME OF FINAL PLANSSUBMITTAL.2.CONSTRUCTION PHASING PLANS WILL BE SUBMITTED PRIOR TO COUNCILCONSIDERATION OF FINAL PLAT.3.PHASE 2 GRADING OF INDIVIDUAL HOME SITES TO BE IN ACCORDANCE WITHTHE APPROVED OVERALL GRADING PLAN.4.PHASE 2 INDIVIDUAL GRADING PLANS WILL REQUIRE THAT ALL IN-PLACESTORMWATER BMP'S BE PROTECTED WITH 2 LAYERS OF SILT FENCING ORSIMILAR DURING CONSTRUCTION OF HOMES.SEE SWPPP ON SHEETS SW1.0-SW1.5EROSION CONTROL NOTES:01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOPER GEOTECHNICAL REPORTS BY HAUGO GEOTECHNICAL SERVICES, DATED 06-18-2015 AND11-21-2018, 12-11-2019. GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM833.50 TO 838.08.THE BORINGS & GROUNDWATER ARE AS FOLLOWS:SB-1 (2015)836.50SB-2 (2015)835.00SB-3 (2015)836.50SB-4 (2015)833.50SB-5 (2015)833.50SB-1 (2018)833.00SB-2 (2018)834.50SB-3 (2018) -SB-4 (2018)834.50SB-1 (2019)837.66SB-2 (2019)838.08SPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSPROJECT SPECIFIC GRADING NOTES:1.GRADING FOR NEW HOMES IS CONCEPTUAL. HOMES SHALL BE CUSTOMGRADED.TREE REMOVAL NOTES:1.TREE REMOVAL SHALL BE ON A LOT TO LOT BASIS. TREE PRESERVATIONPERMITS WILL BE PULLED AT TIME OF BUILDING PERMITS.
ST. CROIXCIRCLEMHMHEXISTING STORMSEWERSWEENEY LAKENOBLE DRIVENOBLE DRIVESPRINGVALLEYROADSWEENEY LAKEEXISTING SANITARYAND WATERSANITARY ANDWATER SERVICECONNECTIONS, TYPSANITARY ANDWATER SERVICECONNECTIONS, TYPSANITARY ANDWATER SERVICECONNECTIONS, TYPOS 1CASTING R-4342RIM = 838.00IE = 835.18(PRIVATE)86 LF 12" RCPSTORM @ 0.50%(PRIVATE)EX. MHCORE-DRILL NEWCONNECTIONRIM=840.30EX. IE=834.75PR. IE=834.75COORD. w/ CITY PRIORTO CONSTRUCTIONPROPOSED GATEVALVE AND VALVE BOX36 LF 18" RCP CULVERT@ 0.00% W/ FESIE (N) = 842.54IE (S) = 842.5438 LF 12" RCP CULVERT@ 0.00% W/ FESIE (N) = 842.54IE (S) = 842.54CB 11RIM=846.31IE = 842.20(PRIVATE)132 LF 18" RCPSTORM @ 0.50%(PRIVATE)173 LF 15" RCPSTORM @ 2.42%(PRIVATE)CB 12RIM=842.54IE=838.666" DT IE=840.87(PRIVATE)FES 1 & 2W/ RIPRAPIE = 838.00(PRIVATE)40 LF 4" SCH 40DRAINTILE @ 2.00%51 LF 4" SCH 40DRAINTILE @ 2.00%222 LF 6" PERF. PVCDRAINTILE @ 0.00%IE=840.87INSTALL IN MIDDLEOF INFIL. TRENCHCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS25' SIDE D&U EASEMENT10' FRONT D&U EASEMENT, TYP.6' SIDE D&U EASEMENT25' SIDE D&U EASEMENT25' FRONT D&U EASEMENT10' D&U EASEMENT, TYP.25' REAR D&U EASEMENT, TYP.STORMWATER BASIN(PRIVATE)BOT=833.00TOP=842.00EOF=840.00NWL=838.00100-YR HWL=841.047
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100-YR HWL=844.42LOT 3 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=843.50100-YR HWL=843.04LOT 2 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=844.50100-YR HWL=844.2420.0'EXISTING BIOFILTRATION SWALE(CONSTRUCTED IN 2015)PROPOSED BIOFILTRATIONSWALE, APPROVED IN ORIGINALPUDCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF GOLDEN VALLEY UTILITY NOTES:1.SEWER AND WATER SERVICES FOR LOTS 2 AND 3 SHALL BE INSTALLED WITHTHE PHASE 1 INFRASTRUCTURE AND GRADING. ALL REMAINING SEWER ANDWATER SERVICES SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDINGPERMIT.01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS............GV-SS-03GV-ST-05GV-WM-0327" I.D.PRECAST"RIM ELEVATION"PRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELS @ 2" PERFOOT SLOPENEENAH R-2502-D CASTINGMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.STORM SEWER PIPE - SEE PLAN FOR LOCATION,INVERT, AND SIZESBASES SHALL BE 8"STANDARD PRECASTWITH 2" LEAN GROUT,OR POURED 8" SLABREINFORCED WITH6" x 6" 10/10 MESHCATCH BASIN - 27" DIA.N T S6-1/2"1TYPICAL PRIVATE DRIVEWAY (NO CURB)Profile Grade2/1 2/11.5" BITUMINOUS WEARING COURSE, SPWEA340B - SPEC. 2360BITUMINOUS TACK COATCenterline2.5%9.0'R.O.W.R.O.W.2.5%1.0'2" BITUMINOUS BASE COURSE, SPNWB330B - SPEC. 23609" AGGREGATE BASE, CLASS 5 100% CRUSHED LIMESTONE, MNDOT SPEC. 3138(THICKNESS TO BE SPECIFIED BY INDEPENDENT GEOTECHNICAL ENGINEER)EXISTING COMPACTED SUBGRADE20.0' CORRIDORE9.0'TYPICAL NOTES:GRADING NOTES:1.0'BITUMINOUS LIFT THICKNESS TOBE SPECIFIED BY INDEPENDENTGEOTECHNICAL ENGINEERDLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE ORCONSTRUCTION LIMITS AS SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHEREPOSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE PROTECTION SIGN ONPOSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS2PIPE BEDDING - RCP & DIPN T S4PIPE BEDDING - PVCN T S5PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA36" PVC DRAIN TILE DETAILN T S18"WELL BLENDED MIX (BY VOLUME): 80%HOMOGENEOUS CONSTRUCTION SAND,20% ORGANIC COMPOSTCONSTRUCTION SAND6" PERFORRATED PVC PERMNDOT 3278 W/ FABRIC SOCKIN-SITUSUBGRADENOTE:1.SLICE 4" SLITS IN FABRIC AS DIRECTED BY THE ENGINEER PRIOR TO BACKFILLING PIPE.2.HOLES FOR DRAIN TILE IN STORM STRUCTURE WILL BE PRECAST OR CORE DRILLED.3.SEE MNDOT 2502 FOR MATERIAL REFERENECESFINISH GRADE24"6
Noble Drive
Exist.Lot3
Exist.Lot1
Exist.Lot2
Exist.Lot4
Exist.Lot
Exist.LotExist.Lot
SWEENEY LAKE SHORES
NORTH
#19280
11.19.2019GOLDEN VALLEY, MINNESOTA
EXISTING CONDITIONS
ST. CROIXCIRCLEMHMHEXISTING STORMSEWERSWEENEY LAKENOBLE DRIVENOBLE DRIVESPRINGVALLEYROADSWEENEY LAKELANDSCAPESCREENINGLANDSCAPESCREENINGLANDSCAPESCREENINGCONCEPTUAL WILL BEDETAILED WITH CUSTOMHOME LANDSCAPE PLANS.CONCEPTUAL WILL BEDETAILED WITH CUSTOMHOME LANDSCAPE PLANS.LANDSCAPESCREENINGCONCEPTUAL WILL BEDETAILED WITH CUSTOMHOME LANDSCAPE PLANS.DRAINAGE SWALE TOSTORMWATER BASIN SHALLBE NATIVE SEED MIX, NOMOW FOR PRE-TREATMENTGRASSY SWALE.EXISTING WETLAND TOREMAIN, NO WORK WITHIN25' WETLAND BUFFERCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSSTORMWATER BASIN(PRIVATE)BOT=833.00TOP=842.00EOF=840.00NWL=838.00100-YR HWL=841.047
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100-YR HWL=844.42LOT 3 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=843.50100-YR HWL=843.04LOT 2 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=844.50100-YR HWL=844.24EXISTING BIOFILTRATION SWALE(CONSTRUCTED IN 2015)PROPOSED BIOFILTRATIONSWALE, APPROVED IN ORIGINALPUDREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN............Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PM01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRLEGENDSEEDSEED TYPE 1 - MNDOT 34-262 WET PRAIRIE, PERMNDOT SEEDING MANUAL SPECIFICATIONS (2014)PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULEAND PLAN FOR SPECIES AND PLANTING SIZESEDGINGDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.CITY OF GOLDEN VALLEY SITE SPECIFIC NOTES:1.DETAILED LANDSCAPE PLAN WILL BE SUBMITTED AT TIME OF FINAL PLANSSUBMITTAL.2.CONSTRUCTION PHASING PLANS WILL BE SUBMITTED PRIOR TO COUNCILCONSIDERATION OF FINAL PLAT.3.PHASE 2 GRADING OF INDIVIDUAL HOME SITES TO BE IN ACCORDANCE WITHTHE APPROVED OVERALL GRADING PLAN.4.PHASE 2 INDIVIDUAL GRADING PLANS WILL REQUIRE THAT ALL IN-PLACESTORMWATER BMP'S BE PROTECTED WITH 2 LAYERS OF SILT FENCING ORSIMILAR DURING CONSTRUCTION OF HOMES.25' WETLAND BUFFER
ST. CROIXCIRCLEMHMHEXISTING STORMSEWERSWEENEY LAKENOBLE DRIVENOBLE DRIVEΔS27°39'45"E158.86SPRINGVALLEYROADSWEENEY LAKEINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS,TYP.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS,TYP.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS,TYP.CONSTRUCTIONENTRANCE, TYP.CONSTRUCTIONENTRANCE, TYP.DOUBLE EROSION CONTROL ATSOUTH EAST CONSTRUCTION LIMITS,FENCING SPACED 4 FEET APART.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS7
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Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS............01" = 50'-0"50'-0"25'-0"NCITY OF GOLDEN VALLEY EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.PHASE 2 GRADING OF INDIVIDUAL HOME SITES TO BE IN ACCORDANCE WITHTHE APPROVED OVERALL GRADING PLAN.2.PHASE 2 INDIVIDUAL GRADING PLANS WILL REQUIRE THAT ALL IN-PLACESTORMWATER BMP'S BE PROTECTED WITH 2 LAYERS OF SILT FENCING ORSIMILAR DURING CONSTRUCTION OF HOMES.3.ALL ADJACENT STREETS WILL BE SWEPT DAILY, OR AS DIRECTED BY THE CITY,TO REMOVE ALL ACCUMULATED MATERIALS. FAILURE TO PERFORM ANYSTREET SWEEPING WITHIN 24 HOURS OF NOTICE BY THE CITY WILL RESULT INTHE WORK BEING PERFORMED BY THE CITY AND ALL ASSOCIATED COSTSBILLED. THE CITY ALSO REQUIRES REMOVAL OF ACCUMULATED MATERIALS ONSTREETS DURING WINTER.4.PROVIDE TEMPORARY MEASURES TO STABILIZE THE SOILS NO LATER THAN 14DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED, AND NO LATER THAN SEVEN DAYSAFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED WHEN DISCHARGE POINTS OF THEPROJECT ARE WITHIN ONE MILE OF A SPECIAL OR IMPAIRED WATER AND FLOWSTO THAT SPECIAL OR IMPAIRED WATER. OPTIONS FOR TEMPORARY ORPERMANENT STABILIZATION MAY INCLUDE EROSION CONTROL MAT, FIBERBLANKETS, NETTING, TEMPORARY SEED, OR TEMPORARY MULCH.
ST. CROIXCIRCLEMHMHEXISTING STORMSEWERSWEENEY LAKENOBLE DRIVENOBLE DRIVEΔS27°39'45"E158.86SPRINGVALLEYROADSWEENEY LAKEINLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS,TYP.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS,TYP.PERIMETER EROSIONCONTROL ATCONSTRUCTION LIMITS,TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYP DOUBLE EROSION CONTROLAT STORMWATER BMP'S,TYP. DOUBLE EROSION CONTROLAT STORMWATER BMP'S,TYP.CONSTRUCTIONENTRANCE, TYP.CONSTRUCTIONENTRANCE, TYP.DOUBLE EROSION CONTROL ATSOUTH EAST CONSTRUCTION LIMITS,FENCING SPACED 4 FEET APART.CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSSTORMWATER BASIN(PRIVATE)BOT=833.00TOP=842.00EOF=840.00NWL=838.00100-YR HWL=841.047
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100-YR HWL=844.42LOT 3 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=843.50100-YR HWL=843.04LOT 2 INFILTRATION TRENCH(PRIVATE)BOT=842.37TOP=843.37EOF=844.50100-YR HWL=844.24EXISTING BIOFILTRATION SWALE(CONSTRUCTED IN 2015)PROPOSED BIOFILTRATIONSWALE, APPROVED IN ORIGINALPUDCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS............01" = 40'-0"40'-0"20'-0"NKnow what'sbelow.before you dig.CallRCITY OF GOLDEN VALLEY EROSION CONTROL NOTES:1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE ANMPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAININGANY EROSION CONTROL PERMITS REQUIRED BY THE CITY.2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION,INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.PHASE 2 GRADING OF INDIVIDUAL HOME SITES TO BE IN ACCORDANCE WITHTHE APPROVED OVERALL GRADING PLAN.2.PHASE 2 INDIVIDUAL GRADING PLANS WILL REQUIRE THAT ALL IN-PLACESTORMWATER BMP'S BE PROTECTED WITH 2 LAYERS OF SILT FENCING ORSIMILAR DURING CONSTRUCTION OF HOMES.3.ALL ADJACENT STREETS WILL BE SWEPT DAILY, OR AS DIRECTED BY THE CITY,TO REMOVE ALL ACCUMULATED MATERIALS. FAILURE TO PERFORM ANYSTREET SWEEPING WITHIN 24 HOURS OF NOTICE BY THE CITY WILL RESULT INTHE WORK BEING PERFORMED BY THE CITY AND ALL ASSOCIATED COSTSBILLED. THE CITY ALSO REQUIRES REMOVAL OF ACCUMULATED MATERIALS ONSTREETS DURING WINTER.4.PROVIDE TEMPORARY MEASURES TO STABILIZE THE SOILS NO LATER THAN 14DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED, AND NO LATER THAN SEVEN DAYSAFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED WHEN DISCHARGE POINTS OF THEPROJECT ARE WITHIN ONE MILE OF A SPECIAL OR IMPAIRED WATER AND FLOWSTO THAT SPECIAL OR IMPAIRED WATER. OPTIONS FOR TEMPORARY ORPERMANENT STABILIZATION MAY INCLUDE EROSION CONTROL MAT, FIBERBLANKETS, NETTING, TEMPORARY SEED, OR TEMPORARY MULCH.
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS............OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
24"
24"
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6"6"SEDIMENT FENCEN T S5
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE............OWNER:JOHN GABBERT312 FERNDALE ROAD WESTWAYZATA, MN 55391OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMCONTACT:PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE THE PROPOSED IMPERVIOUS AREA ISLESS THAN ONE ACRE.. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSEDSTORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS SPLITTING THREE EXISTING PROPERTIES INTO FOUR SINGLE FAMILY HOME PROPERTIES. PLAT AND PUD OF THE FOUR NEWPROPERTIES AND THREE ADJACENT PROPERTIES WILL ALSO OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE LOCATEDON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT FEASIBLE DUE TO CLAYEY SOILS WHICH ARE CLASSIFIED AS HSG D, NOT CONDUCIVE TO INFILTRATION.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. AN MPCA SOILS ASSESSMENT WAS COMPLETED AND IT WAS DETERMINED THATTHIS SITE IS APPROPRIATE FOR INFILTRATION.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BOTH SWEENEY LAKE AND BASSETT CREEK. SWEENEY LAKE AND BASSETT CREEK AREIDENTIFIED AS IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. SWEENEY LAKE IS IMPAIRED FOR CHLORIDE ANDNUTRIENTS. BASSETT CREEK IS IMPAIRED FOR CHLORIDE, FECAL COLIFORM, AND FISHES BIOASSESSMENTS. NUTRIENT EUTROPHICATIONBIOLOGICAL INDICATORS. BECAUSE THESE WATERS ARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 3/16/2017 (8 HOURS), EXP. 5/31/2020THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHOIMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUSTCOMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATEDAUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATIONCONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FORADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENTEROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS.4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)6. CLEAR AND GRUB REMAINDER OF SITE7. STRIP AND STOCKPILE TOPSOIL8. ROUGH GRADING OF SITE9. STABILIZE DENUDED AREAS AND STOCKPILES10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S12. INSTALL STREET SECTION13. INSTALL CURB AND GUTTER14. BITUMINOUS ON STREETS15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVESILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT ATTHE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPPCAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTERSUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS ANDMAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF WAY,CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OFTHE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTIONAND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THESWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THEREQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURSUPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BYTHE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OFCONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OFTHE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TOFURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALLSWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERSOR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPAOR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATEAND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERINGPRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEPSLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELYTO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THESITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILESWITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETESTOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISHSPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THEWATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENTDRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE ANDCONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION(WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEESMUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESWITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALESECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTERCONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENTAREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATESEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROLPRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICESIN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCEREQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TOELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENTSYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITECONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKINGON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G.,INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLANDPERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERMACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY ISCOMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IFTHE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEEDFOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THEDOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITEOR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKINGONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE ANDEQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT(DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTHDISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENTCONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIREDADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THESWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BYTHE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TOCHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION ORSETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G.,PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECTSITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATETREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THEDISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THESURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLEFILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOTCAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURNTHE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THESITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE ATLEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATERTHAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENTALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESSANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENTACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCESYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUSTREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHERDRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUSTCOMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLEPERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHINAND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEESMUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHINA SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONALOR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTHOF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE INTHREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITYCONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHEREON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONSWARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BESUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION,WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED ANDTHESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT.PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, AWEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDESSITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH ANDDESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHEROBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED INSECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TOSTORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULICFLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS)IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTEMATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEESMUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL,FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS ORABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UPDISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUSTCONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUSTDISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS,OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROMCONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUTOPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES.PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE,INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEANOUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMITTERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TOSUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATESNO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUSTENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TOSUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHEDAND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THEHOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THEDISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TOALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUMDEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP)FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEEDGERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS............ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: SWEENEY LAKE SHORES PUDPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: NOBLE DRIVECITY OR TOWNSHIP: GOLDEN VALLEYSTATE: MNZIP CODE: 55422LATITUDE/LOGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.996162 N, -93.338415 EMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: GOLDEN VALLEYALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: NAPROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 4.60PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): XXXXXCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 0.00POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 0.63TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.63RECEIVING WATERSWATER BODY IDNAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)27-0035-0107010206-538..SWEENEY LAKEBASSETT CREEK..LAKESTREAM..NN..YY..DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 11/19ESTIMATED COMPLETION DATE: 06/20GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): PROJECT IS SPLITTING THREE EXISTING PROPERTIES INTO FOUR SINGLE FAMILY HOME PROPERTIES. PLAT AND PUD OF THE FOUR NEWPROPERTIES AND THREE ADJACENT PROPERTIES WILL ALSO OCCUR.DESCRIBE SOIL TYPES FOUND AT THE PROJECT: SOILS ARE CLASSIFIED AS HSG D, NOT CONDUCIVE TO INFILTRATION.SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTRUBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? YES OR NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLN/AIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NOIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·WET SEDIMENTATION BASIN·INFILTRATION/FILTRATION·REGIONAL PONDS·COMBINATION OF PRACTICESINCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / FILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS,STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODSFOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TOSPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER,PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTALSLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIALWATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS.SEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINALSTABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THE PERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH ASGRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRESDISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THESAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATIONEVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.N/AINSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) according to Minn. R. ch. 7045, includingrestricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONSEE GEOTECHNICAL REPORT FOR SOIL TYPES.
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cSWEENEY LAKE SHORES PUD
GOLDEN VALLEY, MN 55422
312 FERNDALE ROAD WEST, WAYZATA, MN 55391
JOHN GABBERT
PROJECT
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.09/27/19P
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1928011/08/19RESUBMITTAL01/10/20CITY RESUBMITTAL01/29/20CITY RESUBMITTAL02/13/20CITY RESUBMITTAL....09/27/19PRELIMINARY PLAT SUBMITTALDRAWN BY:REVIEWED BY:WB, KWMP..............20182/13/2020 2:00 PMREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS............ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: FACILITY ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1.SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4.ARE THERE BMP'S FOR ONSITE STOCKPILES?5.ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6.DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1.PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2.PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3.50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5.VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6.ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7.ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8.ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9.DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2.ANY DITCH EROSION OBSERVED?3.PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4.ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1.ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2.HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3.DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4.ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5.IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1.IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9.IS ANY DEWATERING OCCURRING ON SITE?9.1.IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10.IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12.IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1.IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13.IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1.IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14.ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1.DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16.PROPOSED AMENDMENTS TO THE SWPPP:17.POTENTIAL AREAS OF FUTURE CONCERN:18.ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2.ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).
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#19280
11.19.2019GOLDEN VALLEY, MINNESOTA
ILLUSTRATIVE PLAN
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Date: February 24, 2020
To: Golden Valley Planning Commission
From: Myles Campbell, Planner
Subject: Zoning Code Text Amendment – Informal Public Hearing – Amending Zoning
Districts to Regulate Tobacco Sales
Summary
Recognizing the role of the City as a promoter of public health, and hearing a growing concern
throughout the state around youth tobacco consumption, the Golden Valley City Council asked
the Planning Commission to consider amendments to the City’s zoning code regarding tobacco
sales. After its January 11th meeting, the Planning Commission decided to focus on providing
proximity restrictions between tobacco retailers and uses that are typically considered “youth‐
oriented facilities” such as schools or parks. After further discussion and deliberation at its
February 10th meeting, staff and commissioners settled on two primary options for proximity
restrictions. One would restrict the location of tobacco retail establishments in relation to
properties zoned for institutional assembly uses such as schools and community centers, while
the other would create a definition for “youth‐oriented facilities” that would include select land
uses.
For both options, staff has drafted up two sets of zoning language, which would classify tobacco
retail establishments as a restricted use in the City’s Commercial Zoning District. Commissioners
had not determined the exact distance of separation to require for either option, and so three
scenarios for each were mapped using buffer distances of 500 feet, 750 feet and 1,000 feet. All
six scenarios are attached with this memo and defined below.
Distance Required Option 1 – Proximity to
Assembly
Option 2 – Proximity to
Youth‐Oriented Facilities
500 feet Scenario A Scenario D
750 feet Scenario B Scenario E
1,000 feet Scenario C Scenario F
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Analysis
The main distinction between the two options before Commissioners is whether the proximity
restriction would be based on a set of land uses that would be defined as youth-oriented
facilities, or whether it would be based off of an existing zoning category. At the last meeting,
staff had impressed upon Commissioners the importance of creating a restriction that would be
concise and straightforward to implement. Staff is comfortable that either of these options would
satisfy that requirement. Even in creating a new definition for youth-oriented facilities, the
defined uses are concise and relatively static. The City doesn’t anticipate major turnover or
elimination of its existing schools, playgrounds, or athletic fields, and this list would not need to
be updated in a major way until the number of licensees in the City actually dipped below the cap
of eight licenses that we are currently exceeding.
Besides ease of implementation, the other main consideration for these restrictions is whether
the restriction is reasonable given the goal and justification of using this restriction to limit the
exposure of youth populations to tobacco products and advertising. In this case, while both
options remain relevant to this stated goal, staff would argue that Scenarios D, E, and F, which
are the scenarios that use a definition of youth-oriented facilities to determine restrictions, are
more narrowly designed towards the goal of reducing youth tobacco exposure. By focusing
specifically on the concise set of schools, playgrounds, and athletic fields, the City is drawing a
closer connection between the restriction and the justification.
Distance Required
At its last meeting, the Planning Commission did not feel as comfortable about the distance of
the proximity restriction as it did the types of uses that might carry restrictions. Commissioners
seemed somewhat divided between wanting to provide an adequate distance from uses such as
schools, while also being mindful of the impact on available commercial land that could still be
usable by a future tobacco retailer. This consideration is a vitally important one, as it would be a
mistake for the Commission to unintentionally or indirectly zone out tobacco retailers, given that
they are still a valid and legal land use within the City.
Similarly, Commissioners were wary of restricting the ability of tobacco retailers to locate
specifically within the City’s downtown commercial area. This area of the City drives a large
portion the commercial activity in the City, and was seen by Commissioners as a reasonable, if
not expected, area for any retailer to want to locate. Through all of the scenarios produced by
mapping staff, even those with a minimal buffer of 500 feet, there would be some degree of
impact on the downtown due to the nearby location of either two churches in the case of
Scenarios A-C or the athletic fields and playgrounds at Brookview in Scenarios D-F.
In order to address this concern, staff included in its draft zoning text an item that would allow
establishments in a multi-use building to calculate the distance to restricted uses based on the
portion of the structure occupied by the establishment, as opposed to being measured from the
lot line with single-use properties. In the case of a building like the Golden Valley Shopping
Center, this would allow for at least partial use of spaces within the building, even if a portion of
the parcel fell within the selected proximity restriction.
3
Proposed Regulations
A copy of the underlined/overstruck text to be amended in the City’s zoning code is included with
this memo. Two sets of ordinance are provided. Both treat tobacco retail establishments as
restricted uses in Commercial zoning districts. Option 1 would utilize zoning categories containing
schools, places of worship and assembly to determine proximity restrictions, while Option 2
specifically defines certain uses as being youth-oriented facilities that would determine the
restrictions instead. The language for both are similar, and based partly on the recently adopted
language regarding firearm sales. Both options also utilize the definition for tobacco retail
establishments that was part of the adopted City Code language regarding licensing. This
definition found in Section 16-158 reads:
Any place of business where licensed products are available for sale to the general public,
including, but not be limited to, grocery stores, tobacco products shops, convenience stores,
gasoline service stations, bars, and restaurants.
The major difference between them is that for Option 2, a new definition of what exactly
constitutes a youth-oriented facility must be included in Section 113-1 of the zoning code. Staff
consulted the City Attorney in creating this definition, who recommended more simplified
language than what was initially suggested. The thinking behind this was to eliminate some
ambiguity that is created by phrases such as “high volume” or “used primarily by.” Instead, the
definition simply includes that a youth-oriented facility in relation to the zoning code shall be all
schools, athletic fields, or playgrounds. This also simplifies the formatting of Section 113-92 in the
Commercial Zoning District section, since these three uses will not need to be called out in two
different parts of the code.
One other item to note with the first option is that the discussion so far has utilized the planned,
but not yet implemented, zoning category of Assembly. The Assembly zoning category is planned
to be introduced to Commissioners later this summer as part of the process of amending portions
of the zoning code to be in-line with the land use section of the City’s 2040 Comprehensive Plan.
However, since this category has not yet been established, staff has instead included in the draft
language for Option 1 references to the I-1 and I-2 Institutional Zoning Sub-Districts. These two
existing categories closely parallel the planned Assembly District; however, at the time of the
adoption of Assembly as a new zoning district, this section of the code relating tobacco sales
would need to be amended to instead reference the new district.
Recommendations
Staff is recommending that commissioners adopt one of the three scenarios that would restrict
tobacco retail establishments based on their proximity to a defined category of youth-oriented
facilities. Of these scenarios, staff feels Scenario E provides a balance of an adequate buffer
around youth-oriented facilities, while still allowing for a large portion of the commercially zoned
areas of the City to be utilized for tobacco retail purposes. This scenario would establish a 750-
foot buffer around any schools, playgrounds, and athletic fields within which a tobacco retail
establishment would be restricted from locating.
4
Staff recommends amending Sections 113-1 and 113-92 of the Zoning Code. Sec. 113-1 would be
amended to include the new definition of Youth-Oriented Facilities. Sec. 113-92 would be
amended to allow for tobacco retail establishments as a restricted use in the Commercial zoning
district and would establish the following requirements:
a. The retail establishment shall be located not less than 750 feet from all youth-
oriented facilities, as measured at the lot line.
b. In the case of a multi-use building, distances from the retail establishment shall be
measured from the portion of the structure occupied by the retailer.
Attachments
Maps of Proximity Buffers (8 pages)
Draft Ordinance Language, underlined and overstruck (1 page)
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Colonial Pond
Ottawa Pond
Glen-woodPond
EgretPond
LilacPond
DuluthPond
St.CroixPond
Chicago Pond
LilacPond
Pond CTurners PondGlen 1 Pond
DuckPond
Loop EPond
Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett Creek
Hampshire Pond
DecolaPond A
NorthRicePond
West RingPond Cortlawn Pond
DecolaPonds B & C
Westwood Lake
SchaperPond
SouthRicePond
East RingPond Bassett CreekDecolaPondE
DecolaPond F
BreckPond
NatchezPond
MinnaquaPond
WirthPond
Toledo/AngeloPond
HoneywellPond
StrawberryPond
DecolaPond D
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Bassett Creek NatureArea Pond
Medicine Lake
BrookviewPond A
Hidden LakesPond 1
Pond 2A
Pond 2B
Pond 3
Schaper BallfieldPond
Pond O
Pond J
Spirit of Hope Church Pond
GoldenRidgePond
Golden Meadows Pond
SoccerFieldPond
WestPond
201GeneralMillsPond
HaroldPond
Medicine Lake Road Pond
Xenia MitigationPond
10th AvePond
SpringPond
Briar-woodPond
LaurelHills Pond
JFB NWPond
LogisPond
BrownieLake
BirchPond
MinnaquaWetland
GrimesPondBassett CreekPark Pond
SweeneyLakeBranchPond M
Pond F
Pond DPond E
Dover HillPondLiberty BasinBrookviewGolf Course
LionsPark
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Sochacki Park
SchaperPark
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YosemitePark
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Golden OaksPark
St CroixPark
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JanalynPond
MeadowPond
O p en S p ace
OrklaOpenSpace
PicnicPavilion
Chalet
SochackiPark (Three Rivers Park Dist.)
Bassett Valley Open Space
ByrdBluffOpenSpace
→
FishingDock
PaisleyPark
XeniaOpenSpace
DahlbergOpenSpace
Minnaqua Greenbelt
(TRPD)
(Mpls Park & Rec Board)
Plymouth Avenue The Trailhead
456766
456770
456766
456740
456740
4567156
4567102
§¨¦394
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Laurel AveLaurel Ave
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Medicine Lake Rd
FloridaAveSAlley
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Laurel Ave QubecAve S County Rd 102Nevada Ave SColonial RdLouisianaAveSKentucky Ave SJersey Ave SHeathbrookeCir
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Lilac Dr NG o ld en V a lle y R d
Lilac Dr N(WoodlandTrail)(Wat.Dr)
BassettCreek Ln
(NobleDr)France Ave S (Mpls)N Frontage Rd
S Frontage Rd Olson Mem HwyAdair Ave NAdair Ave NWestbrookRd
34th Ave N
Mendelssohn Ave NAlley-Unimproved--Unimproved-
Wayzata Blvd
Wayzata BlvdBoone Ave NG o ld e nValley D rSchullerCirN Fr on t ag e Rd S F r o n ta g e R d
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10thAveN
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Faribault St
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23rd Ave N
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(Medley C ir)H illsboroAveN(English Cir)(MayfairR
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(Kin
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Hwy 394 Hwy394ColoradoAve NHwy169Hwy169Hwy169Hwy169Hwy169Colorado Ave SGoldenHil l s DrPaisleyLnPaisleyLn
I-394NFrontageRd I-394 N FrontageRd
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H wy 5 5
County Rd 40
County Rd 40 Glenwoo d A ve
County R d 4 0
CountyRd40
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C o unty Rd 66ManchesterDr
County Rd 156OregonAveS24thAve N
LilacDrNRoanokeRdLouisianaAveN
Turnpike RdLilacLoop (Sunnyridge Ln)WisconsinAveN
GettysburgCt(LaurelPt)
(Laurel Curv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St
Be tty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd
I-394 S Frontag e R d
Olympia St
Independence Ave NHillsboro Ave NGettysburg Ave NCity of Golden Valley7800 Golden Valley RoadGolden Valley, MN 55427-4588763-593-8030www.goldenvalleymn.gov
Tobacco Sales
0 800 1,600 2,400 3,200400
Feet
IPrint Date: 2/18/2020
Sources:
-Hennepin County Surveyors Office for Property Lines (2019)
-City of Golden Valley for all other layers.
Scenario A
!(k Existing Tobacco License
Sale Restriction
Assembly - 500 ft buffer
No Sale Property Buffer
Commercial (63)
Sales Allowed - Full Property (47)
Sales Allowed - Partial Property (13)
Sales Disallowed - Partial Property (13)
Sales Disallowed - Full Property (3)
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Medic
i
neLakeBranchIkePond
Colonial Pond
Ottawa Pond
Glen-woodPond
EgretPond
LilacPond
DuluthPond
St.CroixPond
Chicago Pond
LilacPond
Pond CTurners PondGlen 1 Pond
DuckPond
Loop EPond
Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett Creek
Hampshire Pond
DecolaPond A
NorthRicePond
West RingPond Cortlawn Pond
DecolaPonds B & C
Westwood Lake
SchaperPond
SouthRicePond
East RingPond Bassett CreekDecolaPondE
DecolaPond F
BreckPond
NatchezPond
MinnaquaPond
WirthPond
Toledo/AngeloPond
HoneywellPond
StrawberryPond
DecolaPond D
Ba
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BassettC
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Basset
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BassettC reekSweeney L akeBranchSweeney Lake BranchNW LoopPondBoone Avenue PondMain Stem
Pond B
Pond C
Bassett Creek NatureArea Pond
Medicine Lake
BrookviewPond A
Hidden LakesPond 1
Pond 2A
Pond 2B
Pond 3
Schaper BallfieldPond
Pond O
Pond J
Spirit of Hope Church Pond
GoldenRidgePond
Golden Meadows Pond
SoccerFieldPond
WestPond
201GeneralMillsPond
HaroldPond
Medicine Lake Road Pond
Xenia MitigationPond
10th AvePond
SpringPond
Briar-woodPond
LaurelHills Pond
JFB NWPond
LogisPond
BrownieLake
BirchPond
MinnaquaWetland
GrimesPondBassett CreekPark Pond
SweeneyLakeBranchPond M
Pond F
Pond DPond E
Dover HillPondLiberty BasinBrookviewGolf Course
LionsPark
WesleyPark
Sochacki Park
SchaperPark
ScheidParkHampshirePark
MedleyPark
Briarwood
Laurel Avenue Greenbelt
Glenview TerracePark
North TyrolPark
Western AvenueMarsh
Nature
Area
GeartyPark
Sandburg AthleticFacility
NatchezPark
ValleyView ParkPennsylvaniaWoods
BassettCreekNature Area
WildwoodPark
IsaacsonPark
SouthTyrol Park
SeemanPark
AdelineNature Area
YosemitePark
StockmanPark
Golden OaksPark
St CroixPark
LakeviewPark
SweeneyPark
Perpich CenterBall Fields
Ronald B. Davis Community Center
Brookview Park
Westwood HillsNature Center (SLP)
(MPRB)
Theodore WirthRegional Park
Eloise Butler WildflowerGarden and Bird Sanctuary
Wirth LakeBeach
Golden RidgeNature Area
General Mills NaturePreserve
General Mills ResearchNature Area
BooneOpenSpace
GoldenHills Pond
MadisonPond
SouthTyrolPond
LibraryHill
IdahoWetland
GeorgiaOpen Space
ArdmoreNorth&SouthPonds
JanalynPond
MeadowPond
O p en S p ace
OrklaOpenSpace
PicnicPavilion
Chalet
SochackiPark (Three Rivers Park Dist.)
Bassett Valley Open Space
ByrdBluffOpenSpace
→
FishingDock
PaisleyPark
XeniaOpenSpace
DahlbergOpenSpace
Minnaqua Greenbelt
(TRPD)
(Mpls Park & Rec Board)
Plymouth Avenue The Trailhead
456766
456770
456766
456740
456740
4567156
4567102
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§¨¦394
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£¤169
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34th Ave N
Medicine Lake Rd
BroggerCir Knoll St Lilac Dr NLilac Dr NThotland Rd
Mendelssohn Ave NWinnetka Ave NSunnyridgeCir
Western Ave
(Wat
erfordDr)Hillsboro Ave NZealandAve
N
Aquila Ave NOrkla DrWisconsin Ave N23rd Ave N
KalternLn
Wynnwood Rd
25th Ave N
Bies DrJonellen Ln
Sumter Ave NRhodeIslandAveNPatsy Ln Valders Ave NWinnetka Ave NDuluth St Florida Ave NSandburg Rd HeritageCirKentley Ave
Wynnwood Rd
Kenneth Way
Unity Ave NB a s s e t t C r ee k DrQuailAveNScott Ave NLilac Dr NLowry Ter
33rd Ave N
Noble Ave NCross LnQuail Ave NScott Ave NRegent Ave NToledo Ave NIndiana Ave N(BridgewaterRd)(WaterfordCt)(Hid
d
e
n
LnkesPkwy)Meadow Ln NFrance Ave NTopel Rd
Unity Ave NPhoenix St
Parkview TerWelcomeAveNWelcomeC ir
Welcom
eAveNXeniaAveNZ
a
n
e Av
e
N
Lindsay St
St Croix Ave N
St Croix Ave N
Yosemite Ave NWolfberryLnBrunswick Ave NCounty Rd 102Westmore Way
Green Valley Rd
Louisiana Ave NKelly DrMaryland Ave NOlympia St
Winsdale St
Winnetka Ave NYukon CtWesleyDr WesleyDr
Plymouth Ave N
10th Ave N
Kelly DrVarner CirPennsylvania Ave NFaribault StQuebec Ave NRhode Island Ave NPhoenix St
Knoll St
County Rd 156Jersey Ave NCountryClubDr
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Hampshire Ave NWestch e sterCirJersey Ave NGardenParkQue
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Ensign Ave N7th Ave N
Golden Valley Rd Decatur Ave N10th Ave N
Natchez Ave NXerxes Ave N (Mpls)Olson Memorial Hwy
Cutacross Rd
Olson Memorial Hwy
Earl St
Flag Ave NHampshire
LnJersey Ave NFloridaAveNEdgewoodAve NDouglas DrDuluth Ln
Scott Ave N
Drake Rd
Lowry Ter Kyle Ave NQuail Ave NPerry Ave NNoble Ave NCulver Rd
Dawnview Ter
Dona Ln
Noble Ave NScottAveNGlendenTer
Culver Rd
Marie Ln W
Hampton Rd
RegentAveNPerryAveNLilac Dr N27th Ave N
Merribee Dr Kyle Ave NHampton RdOrchard Ave NMarie Ln E
Lee Ave NKyle Ave NDres
de
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L
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Kewanee Way
26th Ave N
Meridia
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Bas
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Regent Ave NSorell Ave
FrontenacAveQuail Ave NStCroixAve N
Winsdale St StCroixCirAngelo DrUnity Ave NAlfred Rd Spring Valley RdN
o
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Loring LnYosemiteAveN
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Idaho Ave NOlympia StHampshire Ave NArcher Ave NKelly DrPennsylvania Ave NDuluth St Xylon Ave NWisconsin Ave NSumter Ave NBoone Ave NWinsdale St
Meadow Ln N
DahlbergD r
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Poplar Dr Meadow Ln NChatelain Ter
Natchez Ave NEdgewood Ave NK i ng s t o n C i r
Glenwood Ave
Country Club DrValdersAveNOrkla DrElgin PlDecaturAveN
Indiana Ave NRoanoke CirWestern Ave Western Ave
Harold Ave
Loring Ln
WestwoodDrNArdmoreDrWinsdale St
Knoll St
Oak Grove CirDuluth St Zane Ave NDouglas Dr27th Ave N
B
on
nieLn
Medicine Lake Rd
Madison Ave W
Nevada Ave NLouisiana Ave NCounty Rd 70
ValdersAve NValders Ave N23rd Ave N Rhode IslandAve NCounty Rd 156Medicine Lake Rd
Mendelssohn Ave NWinsdale St
St Croix Ave N June Ave NLegend DrLegendLn
General Mills BlvdBoone Ave NSunnyridge LnGlenwood Ave
Janalyn CirJanalyn CirGlencrest Rd Meadow Ln SWayzata BlvdWestwood Dr SWestwoodLn
StrawberryLnOttawa Ave NOttawa Ave SNatchez Ave S Tyrol Crest
SussexRdJune Ave SWayzata Blvd
FairlawnWayNatchez Ave SOttawa Ave SPrincetonAve SDouglas Ave
Circle DownTurners Crossroad SGolden Hills Dr
Laurel AveLaurel Ave
Hampshire Ave SDakota Ave SBrunswick Ave SKing Hill RdGlenwood Ave
Colonial Dr
Medicine Lake Rd
FloridaAveSAlley
Market StMarket St
Louisiana Ave SLaurel AvePennsylvania Ave SRhode Island Ave SSumter Ave SUtah Ave SGregory Rd
VermontAve SWi
sco
nsi
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AveSGeneral Mills BlvdHanley RdRidgeway Rd
Laurel Ave QubecAve S County Rd 102Nevada Ave SColonial RdLouisianaAveSKentucky Ave SJersey Ave SHeathbrookeCir
G le n w o o d P k w y
(Carriage Path)Xenia Ave SFlorida CtLilacDr
NOlson Memorial Hwy
Schaper Rd
Lilac Dr NG o ld en V a lle y R d
Lilac Dr N(WoodlandTrail)(Wat.Dr)
BassettCreek Ln
(NobleDr)France Ave S (Mpls)N Frontage Rd
S Frontage Rd Olson Mem HwyAdair Ave NAdair Ave NWestbrookRd
34th Ave N
Mendelssohn Ave NAlley-Unimproved--Unimproved-
Wayzata Blvd
Wayzata BlvdBoone Ave NG o ld e nValley D rSchullerCirN Fr on t ag e Rd S F r o n ta g e R d
Rhode IslandAve N Pennsylvania Ave SAlley
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GoldenV alle y R dSpringValleyCirCounty Rd 66
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G le n w o o d P kwyPlymouthAve N (Mpls)ZenithAveNCr
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Glenwood Ave
Bassett CreekDrLegend DrLeeAveNLeeAveNMajorAveNLeeAveNEl m daleRd
Adell A veM in n a quaDr M innaq uaD r
ToledoAveNOrdwayMarkayRidge Orchard Ave NNor m a n d y Pl
CherokeePlQuailAveNRegentAveNTri t o n D rTr ito n D r
L o w r y Ter
3
3rdAveN
SandburgLn Lamplighter
Ln
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ParkPlaceBlvd
(SLP)I-394SF r ontage Rd (SLP)Xeni
aAve
SCounty Rd 70
L ila cD rNLilacDrNLilacD
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NConstanceDrWConstanceDrESandburg Rd
S Frontage Rd
N Frontage Rd N Frontage RdOlsonMemorialHwy
S F r o n t a g e R d
O l s o n M e m o r i a l Hw y
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odCirYosemite CirLawn TerRadissonRd
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I-394SFrontageRd
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dAveSIdahoAveNCortlawnCirWCortlawn Cir S
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Dawnvie w TerCounty Rd 70
EdgewoodAveSK in g CreekRdKentu
ckyAveNLouisianaAveNMarylandAve SRhodeIslandAveSRidgewayRdEwaldTe rWestern Ter
FieldD r Brookview Pk w y N Harold Ave
HalfMoonDr
RidgewayRdG oldenValleyR d (B assett Creek
Blvd)Lewis Rd
10thAveN
EllisLn
P lym outhA v eN Plymouth Ave N
Faribault St
OrklaDrCastleCt Winnetka Heights D rKelly
Dr
Maryland
Av
eNHampshire Pl
OlympiaSt
Oregon Ave NQuebecAveNValdersAveNOrklaDrKnoll StWisconsinA
veNWinsdaleSt
Mandan
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veNZealandAveNJulianne Ter Jul ia n neTerPatsy Ln
WisconsinAveNAquilaAveNWestbendRd
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Aq uilaAveNZealandAveNS c ottAveNRose
ManorDuluthSt
Duluth St CavellAveNEnsignAveNElg in Pl
23rd Ave N
Medley L n
(Medley Rd)
(Medley C ir)H illsboroAveN(English Cir)(MayfairR
d
)
(Kin
g
s
V a lleyRd)(K ings
V
al
leyRdE)(KingsValleyRd W)
(Stro
d
en
Cir)(Tamarin Tr)
(Mar
qui
sRd)
Ski Hill
Rd MajorCirLeeAveNMajorAveNRhodeIslandAveNG o ld e n V a lle yR d
G o ld e n V a lle yR d
G o ld e n V a lle y R d
Hwy100Hwy100Hwy1
0
0Hwy100Hwy100Hwy100Hwy 394
Hwy394 Hwy394
Hwy 394 Hwy394ColoradoAve NHwy169Hwy169Hwy169Hwy169Hwy169Colorado Ave SGoldenHil l s DrPaisleyLnPaisleyLn
I-394NFrontageRd I-394 N FrontageRd
WayzataBlvd
I-394SFrontag e Rd
York
A
veNValeryRdW
asatchLn
Hwy 55
Hwy 55
H w y 55
Olson Memorial HwyHwy 55
H wy 5 5
County Rd 40
County Rd 40 Glenwoo d A ve
County R d 4 0
CountyRd40
GoldenValleyRd
C o unty Rd 66ManchesterDr
County Rd 156OregonAveS24thAve N
LilacDrNRoanokeRdLouisianaAveN
Turnpike RdLilacLoop (Sunnyridge Ln)WisconsinAveN
GettysburgCt(LaurelPt)
(Laurel Curv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St
Be tty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd
I-394 S Frontag e R d
Olympia St
Independence Ave NHillsboro Ave NGettysburg Ave NCity of Golden Valley7800 Golden Valley RoadGolden Valley, MN 55427-4588763-593-8030www.goldenvalleymn.gov
Tobacco Sales
0 800 1,600 2,400 3,200400
Feet
IPrint Date: 2/18/2020
Sources:
-Hennepin County Surveyors Office for Property Lines (2019)
-City of Golden Valley for all other layers.
Scenario B
!(k Existing Tobacco License
Sale Restriction
Assembly - 750 ft buffer
No Sale Property Buffer
Commercial (63)
Sales Allowed - Full Property (42)
Sales Allowed - Partial Property (13)
Sales Disallowed - Partial Property (13)
Sales Disallowed - Full Property (8)
!(k
!(k
!(k
!(k
!(k !(k
!(k
!(k !(k
!(k
!(k
!(k
!(k
!(k
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Medic
i
neLakeBranchIkePond
Colonial Pond
Ottawa Pond
Glen-woodPond
EgretPond
LilacPond
DuluthPond
St.CroixPond
Chicago Pond
LilacPond
Pond CTurners PondGlen 1 Pond
DuckPond
Loop EPond
Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett Creek
Hampshire Pond
DecolaPond A
NorthRicePond
West RingPond Cortlawn Pond
DecolaPonds B & C
Westwood Lake
SchaperPond
SouthRicePond
East RingPond Bassett CreekDecolaPondE
DecolaPond F
BreckPond
NatchezPond
MinnaquaPond
WirthPond
Toledo/AngeloPond
HoneywellPond
StrawberryPond
DecolaPond D
Ba
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Pond B
Pond C
Bassett Creek NatureArea Pond
Medicine Lake
BrookviewPond A
Hidden LakesPond 1
Pond 2A
Pond 2B
Pond 3
Schaper BallfieldPond
Pond O
Pond J
Spirit of Hope Church Pond
GoldenRidgePond
Golden Meadows Pond
SoccerFieldPond
WestPond
201GeneralMillsPond
HaroldPond
Medicine Lake Road Pond
Xenia MitigationPond
10th AvePond
SpringPond
Briar-woodPond
LaurelHills Pond
JFB NWPond
LogisPond
BrownieLake
BirchPond
MinnaquaWetland
GrimesPondBassett CreekPark Pond
SweeneyLakeBranchPond M
Pond F
Pond DPond E
Dover HillPondLiberty BasinBrookviewGolf Course
LionsPark
WesleyPark
Sochacki Park
SchaperPark
ScheidParkHampshirePark
MedleyPark
Briarwood
Laurel Avenue Greenbelt
Glenview TerracePark
North TyrolPark
Western AvenueMarsh
Nature
Area
GeartyPark
Sandburg AthleticFacility
NatchezPark
ValleyView ParkPennsylvaniaWoods
BassettCreekNature Area
WildwoodPark
IsaacsonPark
SouthTyrol Park
SeemanPark
AdelineNature Area
YosemitePark
StockmanPark
Golden OaksPark
St CroixPark
LakeviewPark
SweeneyPark
Perpich CenterBall Fields
Ronald B. Davis Community Center
Brookview Park
Westwood HillsNature Center (SLP)
(MPRB)
Theodore WirthRegional Park
Eloise Butler WildflowerGarden and Bird Sanctuary
Wirth LakeBeach
Golden RidgeNature Area
General Mills NaturePreserve
General Mills ResearchNature Area
BooneOpenSpace
GoldenHills Pond
MadisonPond
SouthTyrolPond
LibraryHill
IdahoWetland
GeorgiaOpen Space
ArdmoreNorth&SouthPonds
JanalynPond
MeadowPond
O p en S p ace
OrklaOpenSpace
PicnicPavilion
Chalet
SochackiPark (Three Rivers Park Dist.)
Bassett Valley Open Space
ByrdBluffOpenSpace
→
FishingDock
PaisleyPark
XeniaOpenSpace
DahlbergOpenSpace
Minnaqua Greenbelt
(TRPD)
(Mpls Park & Rec Board)
Plymouth Avenue The Trailhead
456766
456770
456766
456740
456740
4567156
4567102
§¨¦394
§¨¦394
Æÿ55
Æÿ55
Æÿ100
Æÿ100
£¤169
£¤169
34th Ave N
Medicine Lake Rd
BroggerCir Knoll St Lilac Dr NLilac Dr NThotland Rd
Mendelssohn Ave NWinnetka Ave NSunnyridgeCir
Western Ave
(Wat
erfordDr)Hillsboro Ave NZealandAve
N
Aquila Ave NOrkla DrWisconsin Ave N23rd Ave N
KalternLn
Wynnwood Rd
25th Ave N
Bies DrJonellen Ln
Sumter Ave NRhodeIslandAveNPatsy Ln Valders Ave NWinnetka Ave NDuluth St Florida Ave NSandburg Rd HeritageCirKentley Ave
Wynnwood Rd
Kenneth Way
Unity Ave NB a s s e t t C r ee k DrQuailAveNScott Ave NLilac Dr NLowry Ter
33rd Ave N
Noble Ave NCross LnQuail Ave NScott Ave NRegent Ave NToledo Ave NIndiana Ave N(BridgewaterRd)(WaterfordCt)(Hid
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LnkesPkwy)Meadow Ln NFrance Ave NTopel Rd
Unity Ave NPhoenix St
Parkview TerWelcomeAveNWelcomeC ir
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Lindsay St
St Croix Ave N
St Croix Ave N
Yosemite Ave NWolfberryLnBrunswick Ave NCounty Rd 102Westmore Way
Green Valley Rd
Louisiana Ave NKelly DrMaryland Ave NOlympia St
Winsdale St
Winnetka Ave NYukon CtWesleyDr WesleyDr
Plymouth Ave N
10th Ave N
Kelly DrVarner CirPennsylvania Ave NFaribault StQuebec Ave NRhode Island Ave NPhoenix St
Knoll St
County Rd 156Jersey Ave NCountryClubDr
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Ensign Ave N7th Ave N
Golden Valley Rd Decatur Ave N10th Ave N
Natchez Ave NXerxes Ave N (Mpls)Olson Memorial Hwy
Cutacross Rd
Olson Memorial Hwy
Earl St
Flag Ave NHampshire
LnJersey Ave NFloridaAveNEdgewoodAve NDouglas DrDuluth Ln
Scott Ave N
Drake Rd
Lowry Ter Kyle Ave NQuail Ave NPerry Ave NNoble Ave NCulver Rd
Dawnview Ter
Dona Ln
Noble Ave NScottAveNGlendenTer
Culver Rd
Marie Ln W
Hampton Rd
RegentAveNPerryAveNLilac Dr N27th Ave N
Merribee Dr Kyle Ave NHampton RdOrchard Ave NMarie Ln E
Lee Ave NKyle Ave NDres
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Kewanee Way
26th Ave N
Meridia
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Meadow Ln N
DahlbergD r
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Natchez Ave NEdgewood Ave NK i ng s t o n C i r
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Loring Ln
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B
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Madison Ave W
Nevada Ave NLouisiana Ave NCounty Rd 70
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Mendelssohn Ave NWinsdale St
St Croix Ave N June Ave NLegend DrLegendLn
General Mills BlvdBoone Ave NSunnyridge LnGlenwood Ave
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StrawberryLnOttawa Ave NOttawa Ave SNatchez Ave S Tyrol Crest
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FairlawnWayNatchez Ave SOttawa Ave SPrincetonAve SDouglas Ave
Circle DownTurners Crossroad SGolden Hills Dr
Laurel AveLaurel Ave
Hampshire Ave SDakota Ave SBrunswick Ave SKing Hill RdGlenwood Ave
Colonial Dr
Medicine Lake Rd
FloridaAveSAlley
Market StMarket St
Louisiana Ave SLaurel AvePennsylvania Ave SRhode Island Ave SSumter Ave SUtah Ave SGregory Rd
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BassettCreek Ln
(NobleDr)France Ave S (Mpls)N Frontage Rd
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34th Ave N
Mendelssohn Ave NAlley-Unimproved--Unimproved-
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LilacDrNRoanokeRdLouisianaAveN
Turnpike RdLilacLoop (Sunnyridge Ln)WisconsinAveN
GettysburgCt(LaurelPt)
(Laurel Curv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St
Be tty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd
I-394 S Frontag e R d
Olympia St
Independence Ave NHillsboro Ave NGettysburg Ave NCity of Golden Valley7800 Golden Valley RoadGolden Valley, MN 55427-4588763-593-8030www.goldenvalleymn.gov
Tobacco Sales
0 800 1,600 2,400 3,200400
Feet
IPrint Date: 2/18/2020
Sources:
-Hennepin County Surveyors Office for Property Lines (2019)
-City of Golden Valley for all other layers.
Scenario C
!(k Existing Tobacco License
Sale Restriction
Assembly - 1000 ft buffer
No Sale Property Buffer
Commercial (63)
Sales Allowed - Full Property (31)
Sales Allowed - Partial Property (17)
Sales Disallowed - Partial Property (17)
Sales Disallowed - Full Property (15)
!(k
!(k
!(k
!(k
!(k !(k
!(k
!(k !(k
!(k
!(k
!(k
!(k
!(k
!(k
Medic
i
neLakeBranchIkePond
Colonial Pond
Ottawa Pond
Glen-woodPond
EgretPond
LilacPond
DuluthPond
St.CroixPond
Chicago Pond
LilacPond
Pond CTurners PondGlen 1 Pond
DuckPond
Loop EPond
Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett Creek
Hampshire Pond
DecolaPond A
NorthRicePond
West RingPond Cortlawn Pond
DecolaPonds B & C
Westwood Lake
SchaperPond
SouthRicePond
East RingPond Bassett CreekDecolaPondE
DecolaPond F
BreckPond
NatchezPond
MinnaquaPond
WirthPond
Toledo/AngeloPond
HoneywellPond
StrawberryPond
DecolaPond D
Ba
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tt Cr
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BassettC reekSweeney L akeBranchSweeney Lake BranchNW LoopPondBoone Avenue PondMain Stem
Pond B
Pond C
Bassett Creek NatureArea Pond
Medicine Lake
BrookviewPond A
Hidden LakesPond 1
Pond 2A
Pond 2B
Pond 3
Schaper BallfieldPond
Pond O
Pond J
Spirit of Hope Church Pond
GoldenRidgePond
Golden Meadows Pond
SoccerFieldPond
WestPond
201GeneralMillsPond
HaroldPond
Medicine Lake Road Pond
Xenia MitigationPond
10th AvePond
SpringPond
Briar-woodPond
LaurelHills Pond
JFB NWPond
LogisPond
BrownieLake
BirchPond
MinnaquaWetland
GrimesPondBassett CreekPark Pond
SweeneyLakeBranchPond M
Pond F
Pond DPond E
Dover HillPondLiberty BasinBrookviewGolf Course
LionsPark
WesleyPark
Sochacki Park
SchaperPark
ScheidParkHampshirePark
MedleyPark
Briarwood
Laurel Avenue Greenbelt
Glenview TerracePark
North TyrolPark
Western AvenueMarsh
Nature
Area
GeartyPark
Sandburg AthleticFacility
NatchezPark
ValleyView ParkPennsylvaniaWoods
BassettCreekNature Area
WildwoodPark
IsaacsonPark
SouthTyrol Park
SeemanPark
AdelineNature Area
YosemitePark
StockmanPark
Golden OaksPark
St CroixPark
LakeviewPark
SweeneyPark
Perpich CenterBall Fields
Ronald B. Davis Community Center
Brookview Park
Westwood HillsNature Center (SLP)
(MPRB)
Theodore WirthRegional Park
Eloise Butler WildflowerGarden and Bird Sanctuary
Wirth LakeBeach
Golden RidgeNature Area
General Mills NaturePreserve
General Mills ResearchNature Area
BooneOpenSpace
GoldenHills Pond
MadisonPond
SouthTyrolPond
LibraryHill
IdahoWetland
GeorgiaOpen Space
ArdmoreNorth&SouthPonds
JanalynPond
MeadowPond
O p en S p ace
OrklaOpenSpace
PicnicPavilion
Chalet
SochackiPark (Three Rivers Park Dist.)
Bassett Valley Open Space
ByrdBluffOpenSpace
→
FishingDock
PaisleyPark
XeniaOpenSpace
DahlbergOpenSpace
Minnaqua Greenbelt
(TRPD)
(Mpls Park & Rec Board)
Plymouth Avenue The Trailhead
456766
456770
456766
456740
456740
4567156
4567102
§¨¦394
§¨¦394
Æÿ55
Æÿ55
Æÿ100
Æÿ100
£¤169
£¤169
34th Ave N
Medicine Lake Rd
BroggerCir Knoll St Lilac Dr NLilac Dr NThotland Rd
Mendelssohn Ave NWinnetka Ave NSunnyridgeCir
Western Ave
(Wat
erfordDr)Hillsboro Ave NZealandAve
N
Aquila Ave NOrkla DrWisconsin Ave N23rd Ave N
KalternLn
Wynnwood Rd
25th Ave N
Bies DrJonellen Ln
Sumter Ave NRhodeIslandAveNPatsy Ln Valders Ave NWinnetka Ave NDuluth St Florida Ave NSandburg Rd HeritageCirKentley Ave
Wynnwood Rd
Kenneth Way
Unity Ave NB a s s e t t C r ee k DrQuailAveNScott Ave NLilac Dr NLowry Ter
33rd Ave N
Noble Ave NCross LnQuail Ave NScott Ave NRegent Ave NToledo Ave NIndiana Ave N(BridgewaterRd)(WaterfordCt)(Hid
d
e
n
LnkesPkwy)Meadow Ln NFrance Ave NTopel Rd
Unity Ave NPhoenix St
Parkview TerWelcomeAveNWelcomeC ir
Welcom
eAveNXeniaAveNZ
a
n
e Av
e
N
Lindsay St
St Croix Ave N
St Croix Ave N
Yosemite Ave NWolfberryLnBrunswick Ave NCounty Rd 102Westmore Way
Green Valley Rd
Louisiana Ave NKelly DrMaryland Ave NOlympia St
Winsdale St
Winnetka Ave NYukon CtWesleyDr WesleyDr
Plymouth Ave N
10th Ave N
Kelly DrVarner CirPennsylvania Ave NFaribault StQuebec Ave NRhode Island Ave NPhoenix St
Knoll St
County Rd 156Jersey Ave NCountryClubDr
P h o e n ix S tDouglas DrGeorgia Ave NCou
nty
Rd40
Hampshire Ave NWestch e sterCirJersey Ave NGardenParkQue
b
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SWinnetka Ave NWally St
Ensign Ave N7th Ave N
Golden Valley Rd Decatur Ave N10th Ave N
Natchez Ave NXerxes Ave N (Mpls)Olson Memorial Hwy
Cutacross Rd
Olson Memorial Hwy
Earl St
Flag Ave NHampshire
LnJersey Ave NFloridaAveNEdgewoodAve NDouglas DrDuluth Ln
Scott Ave N
Drake Rd
Lowry Ter Kyle Ave NQuail Ave NPerry Ave NNoble Ave NCulver Rd
Dawnview Ter
Dona Ln
Noble Ave NScottAveNGlendenTer
Culver Rd
Marie Ln W
Hampton Rd
RegentAveNPerryAveNLilac Dr N27th Ave N
Merribee Dr Kyle Ave NHampton RdOrchard Ave NMarie Ln E
Lee Ave NKyle Ave NDres
de
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L
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Kewanee Way
26th Ave N
Meridia
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P
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Bas
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ttCreekDrMaryHillsDrZenith Ave NVista DrXerxes Ave NYork Ave NS t M a rg are t D rZephyr PlXerxes Ave NXerxes Ave N (Mpls)(SkylineDr)Spruce TrKyle PlWestbrook Rd Noble Ave Frontage RdCircleDownOrchard Ave NPerryAveNWindsorWayWestbendRdUnity Ave NG reenviewLn
Regent Ave NSorell Ave
FrontenacAveQuail Ave NStCroixAve N
Winsdale St StCroixCirAngelo DrUnity Ave NAlfred Rd Spring Valley RdN
o
bl
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DrMajor DrAdeline LnAngelo DrAngelo DrWills PlToledo Ave NOttawa Ave NKillarney DrZane Ave NWoodstock Ave Woodstock Ave
Loring LnYosemiteAveN
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ontageRdFlorida Ave NHampshire Ave NPlymouth Ave N
Idaho Ave NOlympia StHampshire Ave NArcher Ave NKelly DrPennsylvania Ave NDuluth St Xylon Ave NWisconsin Ave NSumter Ave NBoone Ave NWinsdale St
Meadow Ln N
DahlbergD r
Woodstock Ave
Poplar Dr Meadow Ln NChatelain Ter
Natchez Ave NEdgewood Ave NK i ng s t o n C i r
Glenwood Ave
Country Club DrValdersAveNOrkla DrElgin PlDecaturAveN
Indiana Ave NRoanoke CirWestern Ave Western Ave
Harold Ave
Loring Ln
WestwoodDrNArdmoreDrWinsdale St
Knoll St
Oak Grove CirDuluth St Zane Ave NDouglas Dr27th Ave N
B
on
nieLn
Medicine Lake Rd
Madison Ave W
Nevada Ave NLouisiana Ave NCounty Rd 70
ValdersAve NValders Ave N23rd Ave N Rhode IslandAve NCounty Rd 156Medicine Lake Rd
Mendelssohn Ave NWinsdale St
St Croix Ave N June Ave NLegend DrLegendLn
General Mills BlvdBoone Ave NSunnyridge LnGlenwood Ave
Janalyn CirJanalyn CirGlencrest Rd Meadow Ln SWayzata BlvdWestwood Dr SWestwoodLn
StrawberryLnOttawa Ave NOttawa Ave SNatchez Ave S Tyrol Crest
SussexRdJune Ave SWayzata Blvd
FairlawnWayNatchez Ave SOttawa Ave SPrincetonAve SDouglas Ave
Circle DownTurners Crossroad SGolden Hills Dr
Laurel AveLaurel Ave
Hampshire Ave SDakota Ave SBrunswick Ave SKing Hill RdGlenwood Ave
Colonial Dr
Medicine Lake Rd
FloridaAveSAlley
Market StMarket St
Louisiana Ave SLaurel AvePennsylvania Ave SRhode Island Ave SSumter Ave SUtah Ave SGregory Rd
VermontAve SWi
sco
nsi
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AveSGeneral Mills BlvdHanley RdRidgeway Rd
Laurel Ave QubecAve S County Rd 102Nevada Ave SColonial RdLouisianaAveSKentucky Ave SJersey Ave SHeathbrookeCir
G le n w o o d P k w y
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Lilac Dr NG o ld en V a lle y R d
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BassettCreek Ln
(NobleDr)France Ave S (Mpls)N Frontage Rd
S Frontage Rd Olson Mem HwyAdair Ave NAdair Ave NWestbrookRd
34th Ave N
Mendelssohn Ave NAlley-Unimproved--Unimproved-
Wayzata Blvd
Wayzata BlvdBoone Ave NG o ld e nValley D rSchullerCirN Fr on t ag e Rd S F r o n ta g e R d
Rhode IslandAve N Pennsylvania Ave SAlley
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QuentinAveSTyrol TrailTyrol
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vd
G le n w o o d P kwyPlymouthAve N (Mpls)ZenithAveNCr
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vi
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Hwy 55
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Bassett CreekDrLegend DrLeeAveNLeeAveNMajorAveNLeeAveNEl m daleRd
Adell A veM in n a quaDr M innaq uaD r
ToledoAveNOrdwayMarkayRidge Orchard Ave NNor m a n d y Pl
CherokeePlQuailAveNRegentAveNTri t o n D rTr ito n D r
L o w r y Ter
3
3rdAveN
SandburgLn Lamplighter
Ln
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(SLP)I-394SF r ontage Rd (SLP)Xeni
aAve
SCounty Rd 70
L ila cD rNLilacDrNLilacD
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NConstanceDrWConstanceDrESandburg Rd
S Frontage Rd
N Frontage Rd N Frontage RdOlsonMemorialHwy
S F r o n t a g e R d
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OlsonMemorialHwy Valleywo
odCirYosemite CirLawn TerRadissonRd
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I-394SFrontageRd
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dAveSIdahoAveNCortlawnCirWCortlawn Cir S
CortlawnCirN
Dawnvie w TerCounty Rd 70
EdgewoodAveSK in g CreekRdKentu
ckyAveNLouisianaAveNMarylandAve SRhodeIslandAveSRidgewayRdEwaldTe rWestern Ter
FieldD r Brookview Pk w y N Harold Ave
HalfMoonDr
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Blvd)Lewis Rd
10thAveN
EllisLn
P lym outhA v eN Plymouth Ave N
Faribault St
OrklaDrCastleCt Winnetka Heights D rKelly
Dr
Maryland
Av
eNHampshire Pl
OlympiaSt
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veNWinsdaleSt
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veNZealandAveNJulianne Ter Jul ia n neTerPatsy Ln
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Aq uilaAveNZealandAveNS c ottAveNRose
ManorDuluthSt
Duluth St CavellAveNEnsignAveNElg in Pl
23rd Ave N
Medley L n
(Medley Rd)
(Medley C ir)H illsboroAveN(English Cir)(MayfairR
d
)
(Kin
g
s
V a lleyRd)(K ings
V
al
leyRdE)(KingsValleyRd W)
(Stro
d
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(Mar
qui
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Ski Hill
Rd MajorCirLeeAveNMajorAveNRhodeIslandAveNG o ld e n V a lle yR d
G o ld e n V a lle yR d
G o ld e n V a lle y R d
Hwy100Hwy100Hwy1
0
0Hwy100Hwy100Hwy100Hwy 394
Hwy394 Hwy394
Hwy 394 Hwy394ColoradoAve NHwy169Hwy169Hwy169Hwy169Hwy169Colorado Ave SGoldenHil l s DrPaisleyLnPaisleyLn
I-394NFrontageRd I-394 N FrontageRd
WayzataBlvd
I-394SFrontag e Rd
York
A
veNValeryRdW
asatchLn
Hwy 55
Hwy 55
H w y 55
Olson Memorial HwyHwy 55
H wy 5 5
County Rd 40
County Rd 40 Glenwoo d A ve
County R d 4 0
CountyRd40
GoldenValleyRd
C o unty Rd 66ManchesterDr
County Rd 156OregonAveS24thAve N
LilacDrNRoanokeRdLouisianaAveN
Turnpike RdLilacLoop (Sunnyridge Ln)WisconsinAveN
GettysburgCt(LaurelPt)
(Laurel Curv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St
Be tty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd
I-394 S Frontag e R d
Olympia St
Independence Ave NHillsboro Ave NGettysburg Ave NCity of Golden Valley7800 Golden Valley RoadGolden Valley, MN 55427-4588763-593-8030www.goldenvalleymn.gov
Tobacco Sales
0 800 1,600 2,400 3,200400
Feet
IPrint Date: 2/18/2020
Sources:
-Hennepin County Surveyors Office for Property Lines (2019)
-City of Golden Valley for all other layers.
Scenario D
!(k Existing Tobacco License
Sale Restriction
Athletic Field, Playground, or School -
500 ft buffer
Public Athletic Space
Public Playground
No Sale Property Buffer
Commercial (63)
Sales Allowed - Full Property (53)
Sales Allowed - Partial Property (7)
Sales Disallowed - Partial Property (7)
Sales Disallowed - Full Property (3)
!(k
!(k
!(k
!(k
!(k !(k
!(k
!(k !(k
!(k
!(k
!(k
!(k
!(k
!(k
Medic
i
neLakeBranchIkePond
Colonial Pond
Ottawa Pond
Glen-woodPond
EgretPond
LilacPond
DuluthPond
St.CroixPond
Chicago Pond
LilacPond
Pond CTurners PondGlen 1 Pond
DuckPond
Loop EPond
Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett Creek
Hampshire Pond
DecolaPond A
NorthRicePond
West RingPond Cortlawn Pond
DecolaPonds B & C
Westwood Lake
SchaperPond
SouthRicePond
East RingPond Bassett CreekDecolaPondE
DecolaPond F
BreckPond
NatchezPond
MinnaquaPond
WirthPond
Toledo/AngeloPond
HoneywellPond
StrawberryPond
DecolaPond D
Ba
s
s
e
tt Cr
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k
BassettC
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Basset
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BassettC reekSweeney L akeBranchSweeney Lake BranchNW LoopPondBoone Avenue PondMain Stem
Pond B
Pond C
Bassett Creek NatureArea Pond
Medicine Lake
BrookviewPond A
Hidden LakesPond 1
Pond 2A
Pond 2B
Pond 3
Schaper BallfieldPond
Pond O
Pond J
Spirit of Hope Church Pond
GoldenRidgePond
Golden Meadows Pond
SoccerFieldPond
WestPond
201GeneralMillsPond
HaroldPond
Medicine Lake Road Pond
Xenia MitigationPond
10th AvePond
SpringPond
Briar-woodPond
LaurelHills Pond
JFB NWPond
LogisPond
BrownieLake
BirchPond
MinnaquaWetland
GrimesPondBassett CreekPark Pond
SweeneyLakeBranchPond M
Pond F
Pond DPond E
Dover HillPondLiberty BasinBrookviewGolf Course
LionsPark
WesleyPark
Sochacki Park
SchaperPark
ScheidParkHampshirePark
MedleyPark
Briarwood
Laurel Avenue Greenbelt
Glenview TerracePark
North TyrolPark
Western AvenueMarsh
Nature
Area
GeartyPark
Sandburg AthleticFacility
NatchezPark
ValleyView ParkPennsylvaniaWoods
BassettCreekNature Area
WildwoodPark
IsaacsonPark
SouthTyrol Park
SeemanPark
AdelineNature Area
YosemitePark
StockmanPark
Golden OaksPark
St CroixPark
LakeviewPark
SweeneyPark
Perpich CenterBall Fields
Ronald B. Davis Community Center
Brookview Park
Westwood HillsNature Center (SLP)
(MPRB)
Theodore WirthRegional Park
Eloise Butler WildflowerGarden and Bird Sanctuary
Wirth LakeBeach
Golden RidgeNature Area
General Mills NaturePreserve
General Mills ResearchNature Area
BooneOpenSpace
GoldenHills Pond
MadisonPond
SouthTyrolPond
LibraryHill
IdahoWetland
GeorgiaOpen Space
ArdmoreNorth&SouthPonds
JanalynPond
MeadowPond
O p en S p ace
OrklaOpenSpace
PicnicPavilion
Chalet
SochackiPark (Three Rivers Park Dist.)
Bassett Valley Open Space
ByrdBluffOpenSpace
→
FishingDock
PaisleyPark
XeniaOpenSpace
DahlbergOpenSpace
Minnaqua Greenbelt
(TRPD)
(Mpls Park & Rec Board)
Plymouth Avenue The Trailhead
456766
456770
456766
456740
456740
4567156
4567102
§¨¦394
§¨¦394
Æÿ55
Æÿ55
Æÿ100
Æÿ100
£¤169
£¤169
34th Ave N
Medicine Lake Rd
BroggerCir Knoll St Lilac Dr NLilac Dr NThotland Rd
Mendelssohn Ave NWinnetka Ave NSunnyridgeCir
Western Ave (Wat
erfordDr)Hillsboro Ave NZealandAve
N
Aquila Ave NOrkla DrWisconsin Ave N23rd Ave N
KalternLn
Wynnwood Rd
25th Ave N
Bies DrJonellen Ln
Sumter Ave NRhodeIslandAveNPatsy Ln Valders Ave NWinnetka Ave NDuluth St Florida Ave NSandburg Rd HeritageCirKentley Ave
Wynnwood Rd
Kenneth Way
Unity Ave NB a s s e t t C r ee k DrQuailAveNScott Ave NLilac Dr NLowry Ter
33rd Ave N
Noble Ave NCross LnQuail Ave NScott Ave NRegent Ave NToledo Ave NIndiana Ave N(BridgewaterRd)(WaterfordCt)(Hid
d
e
n
LnkesPkwy)Meadow Ln NFrance Ave NTopel Rd
Unity Ave NPhoenix St
Parkview TerWelcomeAveNWelcomeC ir
Welcom
eAveNXeniaAveNZ
a
n
e Av
e
N
Lindsay St
St Croix Ave N
St Croix Ave N
Yosemite Ave NWolfberryLnBrunswick Ave NCounty Rd 102Westmore Way
Green Valley Rd
Louisiana Ave NKelly DrMaryland Ave NOlympia St
Winsdale St
Winnetka Ave NYukon CtWesleyDr WesleyDr
Plymouth Ave N
10th Ave N
Kelly DrVarner CirPennsylvania Ave NFaribault StQuebec Ave NRhode Island Ave NPhoenix St
Knoll St
County Rd 156Jersey Ave NCountryClubDr
P h o e n ix S tDouglas DrGeorgia Ave NCou
nty
Rd40
Hampshire Ave NWestch e sterCirJersey Ave NGardenParkQue
b
e
c
Av
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SWinnetka Ave NWally St
Ensign Ave N7th Ave N
Golden Valley Rd Decatur Ave N10th Ave N
Natchez Ave NXerxes Ave N (Mpls)Olson Memorial Hwy
Cutacross Rd
Olson Memorial Hwy
Earl St
Flag Ave NHampshire
LnJersey Ave NFloridaAveNEdgewoodAve NDouglas DrDuluth Ln
Scott Ave N
Drake Rd
Lowry Ter Kyle Ave NQuail Ave NPerry Ave NNoble Ave NCulver Rd
Dawnview Ter
Dona Ln
Noble Ave NScottAveNGlendenTer
Culver Rd
Marie Ln W
Hampton Rd
RegentAveNPerryAveNLilac Dr N27th Ave N
Merribee Dr Kyle Ave NHampton RdOrchard Ave NMarie Ln E
Lee Ave NKyle Ave NDres
de
n
L
n
Kewanee Way
26th Ave N
Meridia
n D
r
P
ark
vie
w
Blv
d Terrace LnManor DrMcNair DrByrd Ave N
Bas
s
e
ttCreekDrMaryHillsDrZenith Ave NVista DrXerxes Ave NYork Ave NS t M a rg are t D rZephyr PlXerxes Ave NXerxes Ave N (Mpls)(SkylineDr)Spruce TrKyle PlWestbrook Rd Noble Ave Frontage RdCircleDownOrchard Ave NPerryAveNWindsorWayWestbendRdUnity Ave NG reenviewLn
Regent Ave NSorell Ave
FrontenacAveQuail Ave NStCroixAve N
Winsdale St StCroixCirAngelo DrUnity Ave NAlfred Rd Spring Valley RdN
o
bl
e
DrMajor DrAdeline LnAngelo DrAngelo DrWills PlToledo Ave NOttawa Ave NKillarney DrZane Ave NWoodstock Ave Woodstock Ave
Loring LnYosemiteAveN
Turners Crossroad NWestchesterCirN
F
r
ontageRdFlorida Ave NHampshire Ave NPlymouth Ave N
Idaho Ave NOlympia StHampshire Ave NArcher Ave NKelly DrPennsylvania Ave NDuluth St Xylon Ave NWisconsin Ave NSumter Ave NBoone Ave NWinsdale St
Meadow Ln N
DahlbergD r
Woodstock Ave
Poplar Dr Meadow Ln NChatelain Ter
Natchez Ave NEdgewood Ave NK i ng s t o n C i r
Glenwood Ave
Country Club DrValdersAveNOrkla DrElgin PlDecaturAveN
Indiana Ave NRoanoke CirWestern Ave Western Ave
Harold Ave
Loring Ln
WestwoodDrNArdmoreDrWinsdale St
Knoll St
Oak Grove CirDuluth St Zane Ave NDouglas Dr27th Ave N
B
on
nieLn
Medicine Lake Rd
Madison Ave W
Nevada Ave NLouisiana Ave NCounty Rd 70
ValdersAve NValders Ave N23rd Ave N Rhode IslandAve NCounty Rd 156Medicine Lake Rd
Mendelssohn Ave NWinsdale St
St Croix Ave N June Ave NLegend DrLegendLn
General Mills BlvdBoone Ave NSunnyridge LnGlenwood Ave
Janalyn CirJanalyn CirGlencrest Rd Meadow Ln SWayzata BlvdWestwood Dr SWestwoodLn
StrawberryLnOttawa Ave NOttawa Ave SNatchez Ave S Tyrol Crest
SussexRdJune Ave SWayzata Blvd
FairlawnWayNatchez Ave SOttawa Ave SPrincetonAve SDouglas Ave
Circle DownTurners Crossroad SGolden Hills Dr
Laurel AveLaurel Ave
Hampshire Ave SDakota Ave SBrunswick Ave SKing Hill RdGlenwood Ave
Colonial Dr
Medicine Lake Rd
FloridaAveSAlley
Market StMarket St
Louisiana Ave SLaurel AvePennsylvania Ave SRhode Island Ave SSumter Ave SUtah Ave SGregory Rd
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Lilac Dr N(WoodlandTrail)(Wat.Dr)
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(NobleDr)France Ave S (Mpls)N Frontage Rd
S Frontage Rd Olson Mem HwyAdair Ave NAdair Ave NWestbrookRd
34th Ave N
Mendelssohn Ave NAlley-Unimproved--Unimproved-
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Wayzata BlvdBoone Ave NG o ld e nValley D rSchullerCirN Fr on t ag e Rd S F r o nta g e R d
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3
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Faribault St
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0
0Hwy100Hwy100Hwy100Hwy 394
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County Rd 40
County Rd 40 Glenwoo d A ve
County R d 4 0
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GoldenValleyRd
C o unty Rd 66ManchesterDr
County Rd 156OregonAveS24thAve N
LilacDrNRoanokeRdLouisianaAveN
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GettysburgCt(LaurelPt)
(Laurel Curv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St
Betty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd
I-394 S Frontag e R d
Olympia St
Independence Ave NHillsboro Ave NGettysburg Ave NCity of Golden Valley7800 Golden Valley RoadGolden Valley, MN 55427-4588763-593-8030www.goldenvalleymn.gov
Tobacco Sales
0 800 1,600 2,400 3,200400
Feet
IPrint Date: 2/18/2020
Sources:
-Hennepin County Surveyors Office for Property Lines (2019)
-City of Golden Valley for all other layers.
Scenario E
!(k Existing Tobacco License
Sale Restriction
Athletic Field, Playground, or School -
750 ft buffer
Public Athletic Space
Public Playground
No Sale Property Buffer
Commercial (63)
Sales Allowed - Full Property (45)
Sales Allowed - Partial Property (12)
Sales Disallowed - Partial Property (12)
Sales Disallowed - Full Property (6)
!(k
!(k
!(k
!(k
!(k !(k
!(k
!(k !(k
!(k
!(k
!(k
!(k
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Colonial Pond
Ottawa Pond
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LilacPond
DuluthPond
St.CroixPond
Chicago Pond
LilacPond
Pond CTurners PondGlen 1 Pond
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Loop EPond
Loop FPond Sweeney LakeWirth LakeTwin LakeB a s s ett Creek
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DecolaPond A
NorthRicePond
West RingPond Cortlawn Pond
DecolaPonds B & C
Westwood Lake
SchaperPond
SouthRicePond
East RingPond Bassett CreekDecolaPondE
DecolaPond F
BreckPond
NatchezPond
MinnaquaPond
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Pond 2A
Pond 2B
Pond 3
Schaper BallfieldPond
Pond O
Pond J
Spirit of Hope Church Pond
GoldenRidgePond
Golden Meadows Pond
SoccerFieldPond
WestPond
201GeneralMillsPond
HaroldPond
Medicine Lake Road Pond
Xenia MitigationPond
10th AvePond
SpringPond
Briar-woodPond
LaurelHills Pond
JFB NWPond
LogisPond
BrownieLake
BirchPond
MinnaquaWetland
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SweeneyLakeBranchPond M
Pond F
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Dover HillPondLiberty BasinBrookviewGolf Course
LionsPark
WesleyPark
Sochacki Park
SchaperPark
ScheidParkHampshirePark
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Briarwood
Laurel Avenue Greenbelt
Glenview TerracePark
North TyrolPark
Western AvenueMarsh
Nature
Area
GeartyPark
Sandburg AthleticFacility
NatchezPark
ValleyView ParkPennsylvaniaWoods
BassettCreekNature Area
WildwoodPark
IsaacsonPark
SouthTyrol Park
SeemanPark
AdelineNature Area
YosemitePark
StockmanPark
Golden OaksPark
St CroixPark
LakeviewPark
SweeneyPark
Perpich CenterBall Fields
Ronald B. Davis Community Center
Brookview Park
Westwood HillsNature Center (SLP)
(MPRB)
Theodore WirthRegional Park
Eloise Butler WildflowerGarden and Bird Sanctuary
Wirth LakeBeach
Golden RidgeNature Area
General Mills NaturePreserve
General Mills ResearchNature Area
BooneOpenSpace
GoldenHills Pond
MadisonPond
SouthTyrolPond
LibraryHill
IdahoWetland
GeorgiaOpen Space
ArdmoreNorth&SouthPonds
JanalynPond
MeadowPond
O p en S p ace
OrklaOpenSpace
PicnicPavilion
Chalet
SochackiPark (Three Rivers Park Dist.)
Bassett Valley Open Space
ByrdBluffOpenSpace
→
FishingDock
PaisleyPark
XeniaOpenSpace
DahlbergOpenSpace
Minnaqua Greenbelt
(TRPD)
(Mpls Park & Rec Board)
Plymouth Avenue The Trailhead
456766
456770
456766
456740
456740
4567156
4567102
§¨¦394
§¨¦394
Æÿ55
Æÿ55
Æÿ100
Æÿ100
£¤169
£¤169
34th Ave N
Medicine Lake Rd
BroggerCir Knoll St Lilac Dr NLilac Dr NThotland Rd
Mendelssohn Ave NWinnetka Ave NSunnyridgeCir
Western Ave
(Wat
erfordDr)Hillsboro Ave NZealandAve
N
Aquila Ave NOrkla DrWisconsin Ave N23rd Ave N
KalternLn
Wynnwood Rd
25th Ave N
Bies DrJonellen Ln
Sumter Ave NRhodeIslandAveNPatsy Ln Valders Ave NWinnetka Ave NDuluth St Florida Ave NSandburg Rd HeritageCirKentley Ave
Wynnwood Rd
Kenneth Way
Unity Ave NB a s s e t t C r ee k DrQuailAveNScott Ave NLilac Dr NLowry Ter
33rd Ave N
Noble Ave NCross LnQuail Ave NScott Ave NRegent Ave NToledo Ave NIndiana Ave N(BridgewaterRd)(WaterfordCt)(Hid
d
e
n
LnkesPkwy)Meadow Ln NFrance Ave NTopel Rd
Unity Ave NPhoenix St
Parkview TerWelcomeAveNWelcomeC ir
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a
n
e Av
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N
Lindsay St
St Croix Ave N
St Croix Ave N
Yosemite Ave NWolfberryLnBrunswick Ave NCounty Rd 102Westmore Way
Green Valley Rd
Louisiana Ave NKelly DrMaryland Ave NOlympia St
Winsdale St
Winnetka Ave NYukon CtWesleyDr WesleyDr
Plymouth Ave N
10th Ave N
Kelly DrVarner CirPennsylvania Ave NFaribault StQuebec Ave NRhode Island Ave NPhoenix St
Knoll St
County Rd 156Jersey Ave NCountryClubDr
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nty
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Ensign Ave N7th Ave N
Golden Valley Rd Decatur Ave N10th Ave N
Natchez Ave NXerxes Ave N (Mpls)Olson Memorial Hwy
Cutacross Rd
Olson Memorial Hwy
Earl St
Flag Ave NHampshire
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Scott Ave N
Drake Rd
Lowry Ter Kyle Ave NQuail Ave NPerry Ave NNoble Ave NCulver Rd
Dawnview Ter
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Noble Ave NScottAveNGlendenTer
Culver Rd
Marie Ln W
Hampton Rd
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Merribee Dr Kyle Ave NHampton RdOrchard Ave NMarie Ln E
Lee Ave NKyle Ave NDres
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FrontenacAveQuail Ave NStCroixAve N
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Idaho Ave NOlympia StHampshire Ave NArcher Ave NKelly DrPennsylvania Ave NDuluth St Xylon Ave NWisconsin Ave NSumter Ave NBoone Ave NWinsdale St
Meadow Ln N
DahlbergD r
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Natchez Ave NEdgewood Ave NK i ng s t o n C i r
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Indiana Ave NRoanoke CirWestern Ave Western Ave
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Loring Ln
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Knoll St
Oak Grove CirDuluth St Zane Ave NDouglas Dr27th Ave N
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Madison Ave W
Nevada Ave NLouisiana Ave NCounty Rd 70
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St Croix Ave N June Ave NLegend DrLegendLn
General Mills BlvdBoone Ave NSunnyridge LnGlenwood Ave
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StrawberryLnOttawa Ave NOttawa Ave SNatchez Ave S Tyrol Crest
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FairlawnWayNatchez Ave SOttawa Ave SPrincetonAve SDouglas Ave
Circle DownTurners Crossroad SGolden Hills Dr
Laurel AveLaurel Ave
Hampshire Ave SDakota Ave SBrunswick Ave SKing Hill RdGlenwood Ave
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Medicine Lake Rd
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Market StMarket St
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sco
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BassettCreek Ln
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34th Ave N
Mendelssohn Ave NAlley-Unimproved--Unimproved-
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vd
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NConstanceDrWConstanceDrESandburg Rd
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HalfMoonDr
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Aq uilaAveNZealandAveNS c ottAveNRose
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23rd Ave N
Medley L n
(Medley Rd)
(Medley C ir)H illsboroAveN(English Cir)(MayfairR
d
)
(Kin
g
s
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al
leyRdE)(KingsValleyRd W)
(Stro
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(Mar
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Rd MajorCirLeeAveNMajorAveNRhodeIslandAveNG o ld e n V a lle yR d
G o ld e n V a lle yR d
G o ld e n V a lle y R d
Hwy100Hwy100Hwy1
0
0Hwy100Hwy100Hwy100Hwy 394
Hwy394 Hwy394
Hwy 394 Hwy394ColoradoAve NHwy169Hwy169Hwy169Hwy169Hwy169Colorado Ave SGoldenHil l s DrPaisleyLnPaisleyLn
I-394NFrontageRd I-394 N FrontageRd
WayzataBlvd
I-394SFrontag e Rd
York
A
veNValeryRdW
asatchLn
Hwy 55
Hwy 55
H w y 55
Olson Memorial HwyHwy 55
H wy 5 5
County Rd 40
County Rd 40 Glenwoo d A ve
County R d 4 0
CountyRd40
GoldenValleyRd
C o unty Rd 66ManchesterDr
County Rd 156OregonAveS24thAve N
LilacDrNRoanokeRdLouisianaAveN
Turnpike RdLilacLoop (Sunnyridge Ln)WisconsinAveN
GettysburgCt(LaurelPt)
(Laurel Curv)Independence Ave NGettysburg Ave NFlag Ave NWheelerBlvdAlleyNaper St
Be tty CrockerDr Decatur Ave N(WesleyCommonsDr)Winnetka Ave S Winnetka Ave SHanley RdBrookviewPkwySWayzataBlvd
I-394 S Frontag e R d
Olympia St
Independence Ave NHillsboro Ave NGettysburg Ave NCity of Golden Valley7800 Golden Valley RoadGolden Valley, MN 55427-4588763-593-8030www.goldenvalleymn.gov
Tobacco Sales
0 800 1,600 2,400 3,200400
Feet
IPrint Date: 2/18/2020
Sources:
-Hennepin County Surveyors Office for Property Lines (2019)
-City of Golden Valley for all other layers.
Scenario F
!(k Existing Tobacco License
Sale Restriction
Athletic Field, Playground, or School -
1000 ft buffer
Public Athletic Space
Public Playground
No Sale Property Buffer
Commercial (63)
Sales Allowed - Full Property (37)
Sales Allowed - Partial Property (11)
Sales Disallowed - Partial Property (11)
Sales Disallowed - Full Property (15)
Underlined/Overstruck Language for Tobacco Sales Zoning Code Text Amendment
Option 1 – Proximity to Institutional/Assembly
Sec. 113-92. - Commercial Zoning District.
(e) Restricted Uses. The following restricted uses shall be permitted within the Commercial Zoning District:
(1) Tobacco retail establishment, as defined in City Code, section 16-158, provided the following restrictions are observed:
a. The retail establishment shall be located not less than [ X ] feet from any property zoned for the I-1 and I-2 Institutional Zoning Sub-Districts, as measured at the lot line.
b. The In the case of a multi-use building, distances from the retail
establishment shall be measured from the portion of the structure
occupied by the retail establishment.
Option 2 – Proximity to Youth-Oriented Facilities
Sec. 113-1. - Definitions.
Youth-Oriented Facility: A school, athletic field, or playground.
…….
Sec. 113-92. - Commercial Zoning District.
(e) Restricted Uses. The following restricted uses shall be permitted within the Commercial
Zoning District:
(1) Tobacco retail establishments, as defined in City Code, section 16-158, provided the following restrictions are observed:
a. The retail establishment shall be located not less than [ X ] feet from all youth-oriented facilities, as measured at the lot line.
b. In the case of a multi-use building, distances from the retail establishment shall be measured from the portion of the structure occupied by the retailer.