EA181752 - NRMP - Stormwater Management Permit - Issued Date 03/20/2023 PERMIT
City of Eagan Permit Type: NRMP
3830 Pilot Knob Rd *;•_ Permit Number: EA181752
Eagan,MN 55122 �••- -•-� EAGAN
(651)675-5300 IME RM
waterres@cityofeagan.com * E A 1 8 1 7 5 8 *
Date Issued: 3/20/2023
Site Address: 1285 Deerwood Dr
Lot: 14 Block: 6 Addition: Birch Park
PID:10-14175-06-140
Use: * 1 D — 14 175 - 06 — 147 *
Comments: Please call Water Resources at(651)675-5300 for inspections.
Before construction begins,an inspection is required to verify that the erosion and sediment control measures shoe n on
the plan have been installed accordingly.
Fee Summary: Erosion& Sediment Control Deposit $3,900.00 6501.2257
Total: $3,900.00
Contractor: - Applicant - Owner:
McDonald Construction Christopher Perdoni
7601 145th St W 3711 Hill Lane S
Apple Valley MN 55124 Eagan MN 55123
(952)432-7601
This permit shall be null and void if work does not start within 180 days of issuance,or if work is suspended for 180 days or more after
started.
I hereby acknowledge that I have read this application and state that the infonnation is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
.Ii
Applicant/Permitee: Signature sued B_e: Signature
---------------------------
For Office Use �l
�•��` ����� j Stormwater Management Permit
EAGAN I I
I Building Permit#:
Escrow Deposit: LVtV
3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I I
(651) 675-5300 1 waterresC@cityofeagan.com i Staff:
L-------------------------J
STORMWATER MANAGEMENT PERMIT
Date: 1 -12-23 Site Address 1285 Deerwood Drive
Description of Project: New Single Family Home
65 Acres @ permit return 6 months
Area of Land Being Disturbed: Start Date: Completion Date:
W1 Please submit a Land Disturbance and Stormwater Pollution Prevention Plan with this application.
Name. Chris & Jackie Perdoni Phone: 320-491 -7662
Address/City/Zip: 3711 S. Hils Drive, Eagan, MN 55123
Property Owner
Contact: Email:
Applicant is: Owner Contractor
Name: McDonald Construction License#: BC786689
Address: 7601 - 145th Street West city: Apple Valley
Contractor
State M N Zip: 55124 Phone. 651 -392-1363
Contact: Terri Soderbeck Email: terris@mcdonaldconstruction.com
Erosion and Sediment Control Performance Security
The City requires an escrow deposit to secure performance of erosion and sediment control (ESC) requirements, including proper
installation and maintenance. The security shall pay for any City costs or expenses to bring the site into compliance with the
stormwater management permit, including any engineering, legal, or administrative expenses; inspections; and necessary work by
City contractor(s). The City may extract from the security escrow. The escrow deposit will be released only upon inspection and
written notice of conformance by the City.
The following escrow deposits include two (2) required City inspections, initial and final.
Existing Single-Family Residential Lot(addition, demolition, pool, retaining wall, etc.) $1,300/lot
New Single-Family Construction $3,900/lot
Multi-Family or Commercial Construction(new,addition, demolition) $6,500/acre'
'Maximum of$15,600
Erosion and Sediment Control Reinspection Fee(for as needed City reinspections after the two(2) included) $85/trip
31900.00
Security Amount:
i
The applicant assumes all responsibilities for installation and maintenance of pollution prevention practices on this site.
Any violations of City Code identified by the City shall be addressed within 48-hours of service of the notification.
The applicant understands that failure to maintain pollution prevention practices within the time allotted by the City
notification, will result in enforcement action to correct site deficiencies that are in violation of Sec. 4.34.
The issuance of this permit constitutes a right-of-entry of the City or its contractors to enter upon the construction site for
the purpose of completing ordinance enforcement and/or completing corrective work.
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and
work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which
requires a review and approval of plans.
The undersigned accepts full responsibility for compliance with the Stormwater Management Ordinance of the City of
Eagan and agrees to comply with the Stormwater Pollution Prevention Plan or equivalent in full.
XTerri Soderbeck Terri Soderbeck
Digitally sp^ea207:5bry 127-W'0' 1/12/22
X Dafe:2027.01.12 07:51:27.08'00'
Applicant's Printed Name Applicant's Signature Date
X Christopher& Jacqueline Perdoni �, � P � :�10",u 1/12/23
Owner's Printed Name Owner's Signature Date
Performance Security Release
The following information will determine to whom the escrow deposit will be returned. Security will be returned in the form
of a check. •,^,
Name: Chr�C) on&
Address/City/Zip: J• A�2 Iy 55 /2-,-j
Phone: 3Z'-1-I' '-76b2. Email: �OODI QI USM',�J a
a
Amount: �� Permit Number:
FOR OFFICE USE ONLY
SUB TYPE WORK TYPE
XStormwater Management Permit Apartments Commercial/Industrial
Multi Family Public Facility
X Single Family
DESCRIPTION
_ Addition Demolition Pool
X New Retaining Wall Other:
REQUIRED INSPECTIONS
Initial Inspection
Final Inspection
SECURITY
Erosion and Sediment Control Deposit(6501.2257) $3,900
Other:
Total: $3,900
01/26/2023
Reviewed By: ater Resources Date:
- 1, ec er ,
r
LAND DISTURBANCE PLAN (LDP) NARRATIVE
Prosect Contacts Inspections and Maintenance
Owner(s): Chris&Jackie Perdoni Within 14 days after land disturbing activities have stopped,temporarily or permanently stabilize exposed The Operators trained inspector will routinely inspect the entire construction site at least once every seven(7)
1285 Deerwood Drive soils. days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.
Eagan,MN 55123 Following an inspection that occurs within 24 hours after a rainfall event,the next inspection will be conducted
Timing of Installation/Construction Staging within seven(7)days after the rainfall event. All inspections and maintenance conducted during construction will
Designer: Joe Maurer,PE,PMP,Probe Engineering Co.,952-432-3000, Construction is anticipated to begin in the beginning of 2023,after the necessary permits are obtained. It is be recorded within 24 hours in writing and these records will be retained with the SWPPP. Records of each
joem@probetengineering.com anticipated to be completed by 12/31/2023. inspection and maintenance activity will include:
t
1000 E.146 St.,Suite 240 a. Date and time of inspections
Burnsville,MN 55337 A rock construction entrance or equivalent will be constructed before any other construction activity begins. b. Name of person(s)conducting inspections
The Operator will be responsible for any tracked soils on paved surfaces. Perimeter controls will be placed c. Findings of inspections,including the specific location where corrective actions are needed
Inspector: before land disturbing activities. Temporary sedimentation basins are not anticipated for this project. Areas of d. Corrective actions taken(including dates,times,and party completing maintenance(activities)
grading are clearly marked in the plans as the grading limits. e. Date and amount of all rainfall events greater than 1/2 inch(0.5 inches)in 24 hours.Rainfall amounts will
be obtained by a properly maintained rain gauge installed onsite,a weather station that is within 1 mile of
Operator: McDonald Construction Contact: Terri Soderbeck Stockpiles will be covered or stabilized within 14 calendar days after work has ceased. Final site stabilization of your location or a weather reporting system that provides site specific rainfall data from radar summaries.
7601 145th Street West Office:651-392-1363 all exposed areas will be completed within 14 calendar days after the construction activity in that portion of the f. If any discharge is observed to be occurring during the inspection,a record of all points of the property
Apple Valley,MN 55124 E-mail:terris@mcdonaldconstruction.com site has temporarily or permanently ceased. from which there is a discharge will be made,and the discharge should be described(i.e.,color,odor,
floating,settled,or suspended solids,foam,oil sheen,and other obvious indicators of pollutants)and
Operator's onsite contact: Construction Staging will be as follows: photographed.
Stage one: g. Any amendments to the LDP proposed as a result of the inspection will be documented within seven(7)
Once the identities of the responsible parties are known,this document shall be amended to include this • Construct rock construction or equivalent entrance. calendar days.
information. • Install perimeter controls.
• Construct temporary swales and stabilize with MnDOT Spec.3885 erosion blankets within the wetted Inspection Frequency Adjustment
Knowledgeable Person/Chain of Responsibility perimeter as necessary to direct runoff to temporary sedimentation basin if needed. a. Where parts of the project site have permanent cover,but work remains on other parts of the site,
The home builder is the Operator and is the responsible person for compliance with all terms and conditions of the • Seed and stabilize disturbed areas according to the plans. inspections may be reduced to once every 30-days in those areas of permanent cover.
permit. The home builder will designate a trained designer and inspector to oversee the implementation of the • At completion of stage one,no runoff from disturbed areas shall exit the project site without first b. Where construction sites have permanent cover on all exposed soil areas and no construction activity is
permit conditions. The Operator will provide a trained installer to implement the installation,inspection and encountering a BMP. occurring anywhere on the site,the site will be inspected during non-frozen ground conditions at least once
maintenance of the erosion prevention and sediment control BMPs until construction is complete. After the entire every 30-days for a period of twelve(12)months.
site has undergone final stabilization and vegetative coverage must consist of a uniform perennial vegetation with Stage Two: c. Where work has been suspended due to frozen ground conditions,the inspections may be suspended.
a density of 80%of the expected final growth,the Operator will notify the City. • Clear Trees and grub as needed for site grading. The required inspections and maintenance schedule will begin within 24 hours after runoff occurs at the
• Construct driveway,building pad,and site grading per the plans. site or 24 hours prior to resuming construction,whichever comes first.
Project Description • Maintain perimeter controls throughout construction sequences.
Proposed improvements to this site include building a new residential home with driveway on a SINGLE • Upon completion of grading items,seed disturbed areas according to the seeding plan. Inspections and maintenance of temporary and permanent water quality management BMPs will be performed
RESIDENTIAL LOT. The proposed construction activity as shown in the final construction plans for this project • Stabilize non-concentrated flow areas with Type 1 mulch at 2 tons/acre and disc anchor. until the project has undergone Final Stabilization and the city has been notified.
include grading,private utility installation(phone,electric,gas and cable),erosion and sediment control,seeding, • Stabilize concentrated flow areas with erosion control blankets or mats according to MnDOT Spec.3885
and final stabilization. Refer to the construction plans for more detailed information. Amendments will be attached &2575. All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures will be
to this Land Disturbance Plan(LDP)as necessary by the Owner or Operator. inspected to ensure integrity and effectiveness during all routine and post-rainfall event inspections. All
Environmentally Sensitive Areas nonfunctional BMPs will be repaired,replaced,or supplemented with functional BMPs by the end of the next
The total estimated disturbed area is 0.65 acres(28,300 sq.ft.)and the estimated volume of earth to be moved There are no proposed environmentally sensitive areas. business day after discovery. The following inspection and maintenance requirements will be complied with:
around on the site is minimal with most being excavated and hauled offsite.
LDP Amendments a. All perimeter control devices will be repaired,replaced,or supplemented when they become nonfunctional
The LDP will be amended as necessary when there is a change in design,construction,operation, or the sediment reaches(1/3)of the height of the device. These repairs will be made by the end of the
maintenance,weather or seasonal conditions that has a significant effect on the discharge of pollutants to next business day after discovery,or thereafter as soon as field conditions allow access.
Final Stabilization surface waters or underground waters. The LDP may also be amended when inspections or investigations by b. Temporary and permanent sedimentation basins must be drained and the sediment removed when the
All disturbed areas to be re-vegetated shall receive a minimum of 6"of topsoil and be seeded according to the site Owner,Operator,or other officials indicating a BMP or something is not effective. depth of sediment collected in the basin reaches(1/2)the storage volume.Drainage and removal will be
Seeding plan as shown in the construction plans. completed within 72 hours of discovery,or as soon as field conditions allow access.
It is anticipated that sufficient topsoil will be obtained from excavations on-site.On-site topsoil shall be considered c. Surface waters,including drainage ditches and conveyance systems,will be inspected for evidence of
acceptable for re-use. If topsoil borrow is required,it shall meet the requirements of Mn/DOT 3877. All disturbed erosion and sediment deposition during each inspection.All deltas and sediment deposited in surface
areas shall be stabilized within the time frames as specified in the maintenance schedule. waters,including drainage ways,catch basins,and other drainage systems will be removed. Areas of
APPROVED FOR exposed soil at removal locations will be re-stabilized.The removal and stabilization will take place within
seven(7)days of discovery unless precluded by legal,regulatory,or physical access constraints.
Final Stabilization is not complete until all of the requirements below are met: STORMWATER d. Construction site vehicle exit locations will be inspected for evidence of off site sediment tracking onto
1. All soil disturbing activities at the site have been completed and all soils are stabilized by a uniform perennial MANAGEMENT PERMIT paved surfaces.Tracked sediment must be removed from all paved surfaces both on and off site within 24
hours of discovery,or if applicable,within a shorter time to comply with the permit.
vegetative cover with a density of 80 percent of its expected final growth density over the entire pervious ; i ; e. Streets and other areas adjacent to the project will be inspected for evidence of off site accumulations of
surface area,or other equivalent means necessary to prevent soil failure under erosive conditions. sediment.If sediment is present,it must be removed in a manner and at a frequency sufficient to minimize
2. Temporary or permanent sedimentation basins that are to be used as permanent water quality management off site impacts.f. If contaminated soils or buried waste observed,notify MN State Duty Officer immediately @ 651-649-5451.
basins have been cleaned of any accumulated sediment.All sediment has been removed from conveyance ^ g. All concrete,stucco,or cementous material mixing and/or washout must be contained within a designated
systems and ditches are stabilized with permanent cover. E AG A N containment area to prevent contact with exposed soils.
3. All temporary synthetic and structural erosion prevention and sediment control BMPs(such as silt fence) h. All potentially hazardous materials such as fuels,solvents,chemicals,paint,etc.must be stored indoors or
have been removed. BMPs designed to decompose on site(such as some compost logs)may be left in bleyendecker under a cover when not in use to ensure it does not come into contact with precipitation.
place. 01/26/20232:28:22
PM
CONSULTING ENGINEERS, PREPARED FOR: PROJECT NO. 18116.00
ROBE PLANNERS and LAND SURVEYORS
ENGINEERING McDONALD CONSTRUCTION ADDRESS: 1285 DEERWOOD DRIVE,
COMPANY, INC. EAGAN, MN
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 REVISED 1-23-2023: REVISED NOTES PER CITY COMMENTS. BUYER:PERDONI
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APPROVED FOR DETAILS
STORMWATER
MANAGEMENT PERMIT
. " , p
EAGAN
bleyendecker
01/26/20232:27:06
PM
0.88' HDPE
2"X 4"HORIZONTAL MEMBERS
0.18' EMERGENCY OVERFLOW WOODEN LATH SHALL BE NAILED CONTINUOUS AROUND TOP AND
(OPEN ON BOTH SIDES
SECURELY TO THE POST MEMBER BOTTOM.
SILT FABRIC SLEEVE PER TO SECURE FILTER FABRIC.
EXTENDED BACK IN ORDER TO MNDOT SPECIFICATION 3886
CAPTURE POLLUTANTS ENTERING N
THROUGH THE CURB HOOD
MONOFILAMENT GEOTEXTILE FABRIC AS
2"DIAMETER HOLES PER MNDOT TABLE 3886-1(MS,HI
WOVEN GEOTEXTILE.)AOS#30 SIEVE
��-CB STRUCTURE ADDITIONAL 8-10"OF FABRIC FLAP AT
ADS-FLEXSTORM SEDIMENT CONTROL BARRIER FRAME 2"X 4"X 2.5'LONG BOTTOM OF BOX
FOR 2 X 3 CURB INLET WOOD POSTS,8 REQ'D.
GEOTEXTILE FILTER BAG WITH OR APPROVED EQUAL
TOP SLAB INSTALLATION
WITHOUT CASTING
CATCH BASIN
CASTING-HOOD HDPE
•'�"`,�- CURB SILT FABRIC SLEEVE PER 2"DIAMETER HOLES _
MNDOT SPECIFICATION 3886 i0
1-3 INCH MINUS WASHED N 12'FABRIC FLAP EXTENDING
1 • • • •l FILTRATION ROCK. BEYOND BOTTOM 2'z 4"-
6"ROCK ••� COVER SHROUD 6"MIN PREEVEUNDER
TU DERWAOCK SHING
ABOVE CASTING AND SLOPE
COVER • • • TO GRADE/BELOW STRUCTURE
DROP IN PREFABRICATED RIGID FRAME INLET PROTECTION
NOTES:
1. USE ADS FLEXSTORM AS SHOWN OR APPROVED EQUAL. NOTES:
1. CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET
2. PROTECTION DEVICE SHOULD SPAN CASTING OPENING AND EXTEND UNDER HOOD,PAST STRUCTURE WITH 6'MINIMUM CLEARANCE TO EDGES OF STRUCTURE. 1 1/2"WASHED ROCK
CURB FLOW LINE,TO ALLOW FLOW TO FALL INTO PROTECTION RECEPTACLE. 2. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6"BELOW STRUCTURE
OPENING, 1'DEEP X V WIDE
3. REMOVE DEBRISISEDIMENT FROM RECEPTACLE AFTER EACH 1/2'OR GREATER RAIN EVENT. INSTALLATION WITH CASTING 3. TOP OF SILT BOX TO EXTEND 18"MINIMUM ABOVE EXISTING GRADE.
CLEAN OR REPLACE FILTER FABRIC IF FABRIC IS DAMAGED OR CLOGGED WITH SEDIMENT. 4. REMOVE DEBRISlSEDIMENT FROM FILTER MATERIAL AFTER
NOTE. EACH 12'OR GREATER RAIN EVENT AND CLEAN REPLACE
DEVICES TO BE INSTALLED IMMEDIATELY
4. CB INLET PROTECTION WITHOUT A RIGID METAL FRAME,BAG STYLE OR 2'X3'PLASTIC DRAIN UPON INSTALLANON OF CONCRETE FILTER IS CLOGGED WITH SEDIMENT.
STRUCTURE CONE OR TORSLAB
INSERTS ARE NOT ALLOWED.
STANDARD STANDARD INLET PROTECTION REVISED STANDARD
CATCH BASIN REVISED PLA E# 2x3 CATCH BASIN WITH REVISED EAGAN PLATEk
PLATE N
EAGAN EAGAN SEDIMENT CONTROL BARRIER - SILT BOX-YARD 1;2019 809
INLET PROTECTION 112022 806 TOP SLAB FRAME OR WITH CASTING l;W22 807
CONSULTING ENGINEERS, PREPARED FOR: PROJECT NO. 18116.00
ROBE PLANNERS and LAND SURVEYORS
ENGINEERING McDONALD CONSTRUCTION ADDRESS: 1285 DEERWOOD DRIVE,
COMPRNY, INC. EAGAN, MN
1000 EAST 146th ST., STE. 240, BURNSMLLE, MN 55337 PH (952)432-3000 BUYER:PERDONI