20160427 Ver 1_Riparian Buffer Authorization_20160502

Montalvo, Sheri A
From: Montalvo, Sheri A
Sent: Tuesday, May 03, 2016 1152 AM
To: justin.milstein@timmons com
Subject: Leesville Grove S/D
Attachments: SAM PLE_AGENT_AUTHORIZATION_FORM pdf
Importance: High
Follow Up Flag: Follow up
Flag Status: Flagged
Justin,
We have received the PCN for the above project. With your signature on the signature page we will need a completed
agent auth form that I have attached for your use. Once completed, email it back to me at sheri.montalvo a,ncdenr.�ov and
I can take the project off hold and forward it through the review process.
Thanks
sheri� MovutaWo
401 & Buffer Permitting Unit - Administrative Assistant
Division of Water Resources
Department of Environmental Quality
919-807-6303 (office)
[e-mail]
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617

Montalvo, Sheri A
From: Justin Milstein <Justin Milstein@timmons com>
Sent: Tuesday, May 10, 2016 1:23 PM
To: Montalvo, Sheri A
Subject: RE: Leesville Grove S/D
Attachments: leesville land llc - agent authorization pdf
Sheri,
Attached is the Agent Authorization for the Leesville Grove project. Thank you.
Best,
Justin
From: Montalvo, Sheri A[mailto:[e-mail]]
Sent: Tuesday, May 03, 2016 11:52 AM
To: Justin Milstein <Justin [e-mail]>
Subject: Leesville Grove S/D
Importance: High
Justin,
We have received the PCN for the above project. With your signature on the signature page we will need a completed
agent auth form that I have attached for your use. Once completed, email it back to me at [e-mail] and
I can take the project off hold and forward it through the review process.
Thanks
Sheri, mmtoitvo
401 & Buffer Permitting Unit -Administrative Assistant
Division of Water Resources
Department of Environmental Quality
919-807-6303 (office)
sheri montalvo @ncdenr eov
Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604
Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in bvApplicant
(When Applicant has property/properties under contract to
purchase from duly authorized owner of record)
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern.
NCDENR—Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the applicant, hereby designate and authorize representatives of Timmons Group, Inc., to act on my
behalf as my agent in the processing of permit applications, to fumish upon request supplemental
information in support of applications, etc., from this day forward.
This the day of , 20_
(number) (Month) (Year)
1, the undersigned applicant, with written authorization from a duly authorized owner of record of the
property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army
Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations and issuing a determination associated with Waters of the U.S. subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Leesville Grove Location: 12000 leesville Road, Raleigh NC
Property Applicant's Name (Print) Vi. LL— L /VI L
Property Applicant's Signature. - { A$LO 'f'Er-16P_
Property Applicant's Mailing Address: _ I 42-0
Property Applicant's Telephone._ 1 t �[ `CZZJ f f (o 6 Fax No
Property Applicant's Email Address. t ),��� r a OC h 0g",2.+.Co•.
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: Ms. Karen Higgins Date: 05/02/2016 Job #: 36940
NC Dept of Environment & Natural Resources Project: Leesville Grove Subdivision
401 & Buffer Permitting Unit Reference:
512 N. Salisbury Street Copies Sent To:
Raleigh, North Carolina 27604
20160427
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER DESCRIPTION
2
05/02/16
Full Size Buffer Authorization Application Packet
1
05/02/16
Reduced Size Buffer Authorization Application Packet
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Thank you,
Justin M. Milstein, SSIT
Environmental Scientist
SIGNED: o _02-Z� Ib
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
April 28, 2016
Ms. Karen Higgins
NC Dept. of Environmental Quality
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
RE. Leesville Grove Subdivision Buffer Authorization
Raleigh, Wake County
Dear Ms. Higgins:
On behalf of, Leesville Land, LLC, we are requesting authorization from the NCDEQ for 360 square feet of
permanent Zone 1 buffer impacts, 24 square feet of temporary Zone 1 impact, 843 square feet of permanent Zone 2
buffer impacts, and 305 square feet of temporary Zone 2 buffer impacts for construction and grading for a proposed
stormwater BMP device at Leesville Grove Subdivision.
Leesville Grove is a 6.97 acre, proposed 21 single-family dwelling unit subdivision, associated infrastructure
(e.g., roads and utilities). The project is located at 12008, 12004, 12000 & 11904 Leesville Road, Raleigh,
Wake County (Latitude: 35.9197°N Longitude: -78.7491'W). The project is in the Neuse River Basin. The Water
Quality Classification for Sycamore Creek is B; NSW.
No jurisdictional features (streams or wetlands) are located on the subject property, per the delineation provided by
Soil & Environmental Consultants attached. The discharge location was selected due to the presence of an
existing ditch through the buffer, as illustrated on the existing conditions plan in the attached plan set. Mitigation is
not required for stream buffer impacts, per the Neuse Buffer rules.
Please refer to attached Buffer Authorization application, supporting materials and plans for details describing
the proposed impacts. If you have any questions, please do not hesitate to call me (919-866-4508;
iustin.milstein(&-fimmons.com) or Scott Mitchell at 919-866-4952 or scott.mitchell(&-bmmons.com.
RespectfullySubmitted,
Justin Milstein, SSIT
Environmental Scientist
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DWR
State of North Carolina
Department of Environment and Natural Resources
DhRston of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) — Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1 a. Name of project: Leesville Grove Subdivision
1 b. County: Wake
1 c. Nearest municipality: Raleigh
1 d. Subdivision name: Leesville Grove
1 e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer if below. ❑ Yes ® No
1 f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)? El ® No
2. Owner Information
2a. Name on Recorded Deed: Leesville Ridge, LLC; Leland and Shirley Batten; Leland and Shirley Batten; Leland
and Shirley Batten
2b. Deed Book and Page No. 011462, 00394; 002054, 00564; 002054, 00564; 002054, 00564
2c Map Book and Page No. MP1972, PG10
(include a copy of the recorded
map that indicates when the lot
was created):
2d. Responsible Party Leesville Ridge LLC — Lance Williams; Leland and Shirley Batten
(for Corporations):
2e. Street address. 10612 Winding Wood Trl.; 11904 Leesville Road
2f. City, state, zip: Raleigh, NC 27613; Raleigh, NC , 27613
2g. Telephone no.:
2h. Fax no.:
2i. Email address:
3. Applicant Information (if different from owner)
3a. Applicant is:
36 Name:
® Agent ❑ Other, specify.
Pablo Reiter
3c. Business name
(if applicable):
Leesville Land, LLC
3d. Street address-
3e. City, state, zip:
7208 Falls of Neuse Road, Suite 201
Raleigh, NC, 27615
3f. Telephone no.:
919-792-3745
3g. Fax no.:
919-7289742
3h. Email address:
[e-mail]
FORM: BA 10-2013
Page 1 of 6

Section A. Applicant Infonn_ ation; continued
- r
4. Agent/Consuttant Information (if applicable)
4a. Name:
Justin M. -Milstein,'
4b. Business name
(if applicable):
Timmons Group
4c. Street address-
5410 Trinity Road; Suite .102 =
4d. City, state, zip: < ' -
Raleigh, NC; 2760T.,
4e. Telephone no.:
919-866-4508; 252-933-5764
4f. Fax no.:
919-859-5663
4g. Email address:
[e-mail]
FORM SSGP3080,8-13,'
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'2
Pageof 6'

B. Project Information and Prior Project History I
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0778490791, 0778492720, 0778493659, 0778495638
1 b. Site coordinates (in decimal degrees): Latitude: 35.9197 Longitude: -78.7491
1 c. Property size: 6.97 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: UT to Sycamore Creek
2b. Water Quality Classification of nearest receiving Sycamore Creek (Big Lake) — B; NSW
water:
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Existing conditions on the site consist of four partially wooded lots with single family residences currently built.
Surrounding land use is mostly residential.
3b. Attach an 8'r4 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
FORM: BA 10-2013 Page 3 of 6
3c. Attach an 8 M, x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0
3e. Explain the purpose of the proposed project:
To construct a 21 lot subdivision including roadway and utility infrastructure.
3f. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction and grading will be used to construct the proposed project such as
track hoes, bulldozers, dump trucks, etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/ Comments: No jurisdictional features on
project (including all prior phases) in the past?
property, only Neuse Buffer encroaches
onto property.
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Soil &
Name (if known): B. Zarzecki
Environmental Consultants (S&EC)
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 3 of 6

C. Proposed Impacts Inventory
1. Buffer Impacts
1 a. Project is in which protected=E01
use
ElTar-Pamlico El Catawba
basin?
ndleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
Permanent (P) or
impact
(exempt, allowable,
allowable w/
mitigation
impact
impact
Temporary M
mitigation)
required?
(sq ft)
(sq ft)
B1 ® P ❑ T
Stormwater
Allowable
UT to Sycamore
❑ Yes ® No
360
843
Outfall, Rip -Rap,
Creek
Easement
B2 ❑ P ®T
Grading for
Allowable
UT to Sycamore
❑ Yes ®No
24
305
Stormwater BMP,
Creek
Easement
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 El ❑T
El Yes El No
B6 ❑ P ❑ T
❑ Yes ❑ No
Lic. Comments:
Total buffer impacts 384
1148
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Buffer impacts are unavoidable due to the location required for the BMP and the elevation of the outlet pipe
needed to provide gravity discharge from the stormwater device.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
All disturbed areas will be bound by silt fence and tree protection fence before construction begins.
FORM: BA 10-2013
Page 4 of 6

C. Impact Justification and Mitigation, continued
FORM: SSGP3080 8-13
Page 5 of 6

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
of public (federallstate) land?
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
®Other BMP
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act (NEPA/SEPA)?
Manual and attach a BMP Supplement Form.
1 c. If you answered 'yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the use
❑ Yes ® No
of public (federallstate) land?
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1 b. If you answered `fres" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Raleigh, NC 27604
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered 'yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H.0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered `fres" to one or both of the above questions, provide an explanation of the violation(s):
Justin M. Milstein 04/28/2016
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided )
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent For government transportation projects sent
by First Class Marl via the US Postal Service: by dehvery service (UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit OR IVC DWR, Transportation Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
For all other projects sent by First Class Alad
For aU other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen HigginsOR
NCDWR — 401 & Buffer Permitting Unit
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
FORM: BA 10-2013 Page 6 of 6

WAKE COUNTY. NORTH CAROLINA SHEET NUMBER 18
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Project Number: Ma Title:
1256 I .WI p Figure 3 0 11900 3,800 N
Project Manager: USGS Topographic Map i l l l l l l l l
5cale: Bz atten Properties - Le55vllle Rldcge Feet
1" = 2000' Wake County, NC
Date: Source: Soil $ Environmental Consultants, P.
4/7/15 USGS Bayleaf * SE Durham Quad
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Project Number: ti1ap Title:
125G I .W I Figure 2 0 175 350 N
Project Manager: SOII Survey Map I I I I I I I
Scale: BZ atten Properties - Leesville Ridge Feet
I" = I .751 Wake County, NC
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Wake County G15 t
Date: Source: Soil & Environmental Consultants, PA
4/ /X77 / I 5 Bili PA&. 'N,,w ft w. S.Y, i(4.16J,gh.'it: !' • 1% (9141 K -k, "Al- FMJ919) I K,9 (]
Soil Survey Sheet 18 —k -I•..,,,

A
HCDENR
Permit Number
(to be provided by DWQ)
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STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information,
I. PROJECT INFORMATION
Project name
12000 Leesville Road
Contact name
Patrick Barbeau, PE
Phone number
[phone]
Date
April 28, 2016
Drainage area number
Drainage Area q3 A
II. DESIGN INFORMATION
-0 438 ft3/sec
Site Characteristics
Drainage area
252,212 ft2
Impervious area
128,502 ft2
Percent impervious
509% %
Design rainfall depth
10 inch
Peak Flow Calculations
Is pre/post control of the 1 -yr, 24 -hr peak flow required?
Y (Y or N)
1 -yr, 24 -hr runoff depth
287 in
1 -yr, 24 -hr intensity
012 in/hr
Pre -development 1 -yr, 24 -hr peak flow
0 8751t3/sec
Post -development 1 -yr, 24 -hr peak flow
0 437 ft3/sec
Pre/Post 1 -yr, 24 -hr peak control
-0 438 ft3/sec
Storage Volume: Non -SA Waters
Minimum volume required
10,6890 ft'
Volume provided
12,645 0 ft'
Storage Volume: SA Waters
15" runoff volume
NA ft'
Pre -development 1 -yr, 24 -hr runoff
ft
Post -development 1 -yr, 24 -hr runoff
ft 3
Minimum volume required
NA ns
Volume provided
W
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length
Width
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total
In-situ sod
Soil permeability
Planting media sod
Soil permeability
Sod composition
• Sand (by volume)
• Fines (by volume)
• Organic (by volume)
Phosphorus Index (P -Index) of media
12 inches
100 ft
10,689 0 ftz
182 ft
64 It
15.5 K
6 hr
18 hr
24 hr
OK
OK
OK
OK
OK
OK
OK
OK
NA in/hr OK
2 00 in/hr OK
88% OK
8% OK
4% OK
Total 100%
10 (unitless) OK
Form SW401-Bioretention-Rev 8
June 25, 2010 Parts I and 11 Design Summary, Page 1 of 2

Permit Number
- (to be provided by DWQ)
Basin Elevations
13
Temporary pool elevation
46105 fmsl
Type of bioretenlion cell (answer "Y" to only one of the two following
YY
questions)
10
Is this a grassed cell?
Y (Y or N) OK
Is this a cell with treeslshrubs9
N (Y or N)
Planting elevation (top of the mulch or grass sod layer)
460 fmsl
Depth of mulch
inches
Bottom of the planting media soil
457 fmsl
Planting media depth
3 It
Depth of washed sand below planting media soil
0 33 fl
Are underdrains bung installed?
Y (Y or N)
How many clean out pipes are being installed?
13
OK
What factor of safety is used for sizing the underdrains? (See
SA waters)?(
YY
BMP Manual Section 12 3 6)
10
OK
Additional distance between the bottom of the planting media and
1 K
OK
the bottom of the cell to account for underdrams
Y
(Y or N)
Bottom of the cell required
455 67 fmsl
Y
SHWT elevation
452 92 fmsl
a public Right of Way (ROW)
Distance from bottom to SHWT
2 75 K
OK
Internal Water Storage Zone (IWS)
0 42 fl/sec
Does the design include IWS
Y (Y or N)
NY
Elevation of the lop of the upturned elbow
458 fmsl
future?
Separation of IWS and Surface
21t
OK
Planting Plan
N
(Y or N)
Number of tree species
NA
Y
Number of shrub species
NA
Pretreatment Used
Number of herbaceous groundcover species
NA
#VALUE'
Additional Information
Does volume in excess of the design volume bypass the
Gravel and grass
bioretention cell?
YY or N
( )
OK
Does volume in excess of the design volume flow evenly distributed
Y
through a vegetated filter
N (Y or N)
Excess volume must pass through filter
What is the length of the vegetated filter?
NA it
Does the design use a level spreader to evenly distribute flow?
N (Y or N)
Show how flow Is evenly distributed
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?(
YY
or N )
OK
Is the BMP located at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 31 9
Y
(Y or N)
OK
Is the BMP located in a proposed drainage easement with access to
Y
(Y or N)
OK
a public Right of Way (ROW)
Inlet velocity (from treatment system)
0 42 fl/sec
OK
Is the area surrounding the cell likely to undergo development in the
NY
or N
( )
OK
future?
Are the slopes draining to the bioretention cell greater than 20%?
N
(Y or N)
OK
Is the drainage area permanently stabilized?
Y
(Y or N)
OK
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3-5 ft of grass)
Y
Grassed swate
Forebay
Other
Form SW401-Bioretenbon-Rev 8
June 25, 2010 Parts I and 11 Design Summary, Page 2 of 2

Permit No
(to be assigned by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met lithe applicant has designated an agent, the agent may initial below He
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
PJB 1 Plans (1" 50' or larger) of the entire site showing
Design at ultimate build -out,
Off-site drainage (it applicable),
Delineated drainage banns (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement
PJB 2 Plan details (1" = 30' or larger) for the bioretention cell showing
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off-site drainage (it applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement
Indicate the P -Index between 10 and 30
PJB 3 Section view of the bioretention cell (1" = 20' or larger) showing
Side slopes, 31 or lower
Underdrain system (it applicable), and
Bioretenlion cell layers [ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure)
PJB 4 A soils report that is based upon an actual field investigation, soil borings, and infiltration tests The
results of the sods report must be verified in the field by DWO, by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of sods information All
elevations shall be in feet mean sea level (fmsl) Results of soils tests of both the planting soil and the in
situ soil must include
Soil permeability,
Soil composition (% sand, % fines, % organic), and
P -index
PJB 5 A detailed planting plan (1" = 20' or larger) prepared by a qualdied individual showing.
A variety of suitable species,
Saes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
PJB 6 A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized
PJB 7 The supporting calculations (including underdrain calculations, if applicable)
PJB 8 A copy of the signed and notarized inspection and maintenance (I&M) agreement
IN PROCESS 9. A copy of the deed restriction
Form SW401-Bioretention-Rev 7 Part III, Page t of 1

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DETAIL SHEET
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