20081810 Ver 1_Stormwater Info_20100317

MILLER/PLAYER k". ASSOCIATES
1010 East North Street, Suite A
Greenville, South Carolina 29601
Telephone [phone] Fax [phone]
e-mail address: [e-mail]
LETTER OF TRANSMITTAL
TO: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699
Telephone: [phone]
We are sending you the enclosed/attached via:
Attached _ Fed-Ex X
U.S.Mail Other
Picked Up _ Hand Delivered:
The following items:
Shop drawings/Submittals
Copy of letter
X Plans
oB--tBto

Date: 3/16/10 Job Number: 207048
Attention: Ian McMillan
JOB RE: Village on the Lake II
Spring Lake, NC
Prints Specifications
Change Order Pay Applications
Samples X Other (Specify Below)

Copies Total No.
Sheets to
Be Billed
Date of
Items

DESCRIPTION
2 ea Civil and Landscape dw s Sheets C-1 thru C-8 and LS-1 thru LS-4
2 ea. Alta Survey
2 ea. PCN Application PZ.3 .?
2 ea. NWP #29
2 ea. NCDENR approval letter h1AR I 7 20m
2 ea. Bioretention checklist
2 ea. Bioretention cell supplement forms fTLANe`ANDSr ATERBRANCH
2 ea. Outflow pipe flow justification
2 ea. USGS
2 ea. Drainage area map
2 ea. Soils Ma
2 ea. Bioretention Maintenance Agreement
2 ea. Post Construction Stormwater Operations Maintenance Agreement
•.-..... ......... ....v •awiiiwaa uJ VIIGN %A UVIVVV.
For approval For signature
For your use For review & comment
X As requested
REMARKS:
Copy To: Sent By: Alison Brandt/mas
? ,
COURTESY
1"s i
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 000- 18 11b
(It any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
L1401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 29 for residential
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: xU
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information ?jaR 1 ?7 2???
Name: E?akkanad Gardens on the Lake, LL.C
Mailing Address:2550 Central Pars Avenue, Suite 204 DENR.WATER W&ITY
Yonkers; New York 10710 vVETUM5 'I At CH
Telephone Number: [4-703-8070 Fax Number: 914-79-3-86-44
E-mail Address: gregincy aol.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:_Milier Piayer and Associates, in ;
Company Affiliation: Architect and Landscape Architect
Mailing Address: 1010 E North Street, Suite A
Greenville, SoLith Carolina 296,0
Telephone Number: 804-242-107 7 Fax Number: 8_64-235-1 901
E-mail Address: [e-mail]
Updated 11/1/2005
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Village on the Lake 11
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 0501-49-08 12
4. Location
County: Cumberland
Nearest Town: Town of SpringLake
Subdivision name (include phase/lot number): Village on the Lake Phase 2
Directions to site (include road numbers/names, landmarks, etc.):
Go east on Odell Road turn right(South) onto Laketree Blvd; property on right
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 351791 ON -78.9879 °W
6. Property size (acres): 11.15 Ac
7. Name of nearest receiving body of water: VIello `s Pond -_Lower Little River
8. River Basin: Cape rear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httr]: //h2o.enr.state. nc.iisladminimaps/.)
9. Describe the existing conditions on the site and °eneral land use in the vicinity of the project
at the time of this application: } he site is currently wooded and drains into Wellon's-
fond at a moderate slope. Soils are CaB (Candor San_', Group A, - very permeable
Updated 111/2005
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
There is an existing canal/ditch which drains property across Laketree Blvd to
Wellon's Pond. This will be filled and the runoff partially piped.
11. Explain the purpose of the proposed work: The purpose of this work is to provide access
to the southern end of the property for apartments and parking.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Instaliation of approx. 280` of pipe
(1-60" and 1-48" PCP) ending in a headwall. The ditch will then be filled.
Updated 11/1/2005
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
Cenarately list imnnctc rlne to hntl, etn,cfi,re and flnnrl;nv
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
loo-year
Floodplain
es/no Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

not applicable

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must he included To rnlnnlntP nrrPneP milt;nN, lan"tl, X .,,;,1t1, t1,o„ A;-;A_ 1- Al cKA
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

not applicable

Total Stream impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
till, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) (if applicable)
/t Pond installaiio n and ocean, etc.) (acres)
? ?.,lior;° , Pond/
-fill in and installation
of i eadwall -
Total Open water impact (acres) - ] 006
Updated 11/1/2005
Page 8 of 12
6. List t
he cumulative impact to all Waters of the U.S. resulting from the project;
Stream Imp act (acres):
Wetland Impact (acres):
Open Water Impact (acres): 0.03
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes [X-] No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.Due to the configuration
f the property, approx. 1.20 a-; re isolated and are not usable to the rer ainde=." Jl the
o the- prx. jject because of the canal. In, addition the C:..8??gnal enCl pa e
;al tr\X Sfif.I Ce `u i9 a f.k E-°pI 1./! 0.115 ate.
which is unusable. If we were unable to iili we would basically lose the use of 1.75
acres.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Updated 11/1/2005
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
not appiicable
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http h'wwv.nce° .net?`g?a=F '?1?sieulersld v.htn?. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): ?t ap
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No n
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No [X]
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multit)liers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Updated 11/1/2405
Page I I of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level exist site - 11.165 ac/0 impervious
prop site - 11.16 ac/ 4.43 ac imp = 39%a Due to soil permeability, all runoff will be routed
tbru several bioretention ponds for water quality
Bldgs - 68,481sf; Streets - 59,500sf; Parking - 54,140 sf; Sidewalks - 10,895 sf = 193,016sf
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
All sewage will be piped to exisiing sanitary sewer at western portion of site.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No Fx]
Is this an after-the-fact permit application? Yes ? No ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No U
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://l12o.,,nr.sta.te.ne.tis;'ncw ctl.aiidti. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
U.S. ARMY CORPS OF ENG E S
WILMINGTON DISTRICT
Action ID. SAW-2008-01148 County: Cumberland USGS Quad: Manchester
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VE CATION
Property Owner: Kakkanad Gardens on the Lake, LI,C
Mr. GeorLye Kandank--ularn
Address: 2550 Central Park Avenue, Suite 204
Yonkers, NY 10710
Telephone No.: 914-793-8970
Ms. Alison Brandt
Diller and Player Associates, Inc.
1010 E North Street, Suite A
Greenville, South Carolina 29601
864-242-1077
Size and location of property (water body, road name/number, town, etc.): The Rroiect area is adjacent to Young's
Lake/ Wellon's Pond and is located off of Laketree Boulevard between Wilkeshaven Court and Kristin Avenue, in
Spring Lake, Cumberland County, North Carolina.
Description of projects area and activity: Villggg:otl'th
apartment complex.
Applicable Law: [D Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 29
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. if, prior to the expiration date identified below, the nationwide, permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Equality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals!permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regnzlatory
program, please contact Ronnie Smith at 910-251-4829.
t
Corps Regulatory Official: Ronnie Srnith Date: December 22. 2008
Expiration Date of Verification: December 22, 2010
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
httn://www.saw.usace.army rnil/VV Tf?AA1;S/i?tdex htttal to complete the survey online.
Page 1 of 2
ArlyNorth Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section
Director and State Geologist
December 31, 2009
LETTER OF APPROVAL WITH MODIFICATIONS
Kakkanad Gardens on the Lake, LLC
Attn: George Kandankulam, Member
2150 Central Park Ave., Suite 204
Yonkers, NY 10710-
RE: Project Name: Village on the Lake-Phase II Acres Approved: 724
Project ID: Cumbe-2009-031
County: Cumberland Spring Lake Laketree Blvd
River Basin: Cape Fear Stream Classification: Other
Submitted By: Miller/Player & Associates
Date Received by LQS: 12/29/2008
Plan Type: Revised
Dear Mr. Kandankulam:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable with modifications and hereby issue this letter of Approval With Modifications. The
Modifications Required for Approval are listed on the attached page. This plan approval shall expire three
(3) years following the date of approval, if no land-disturbing activity has been undertaken, as is required
by Title 15A NCAC 4B .0129.
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice required by
G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement of this
project, it is determined that the erosion and sedimentation control plan is inadequate to meet the
requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-
51 through 66), this office may require revisions to the plan and implementation of the revisions to insure
compliance with the Act.
The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could include
agencies such as the Division of Water Quality's stormwater regulations, their enforcement requirements within
Section 401 of the Clean Water Act, the Environmental Protection Agency and/or the U.S. Army Corps of
Fayetteville Regional Office
225 Green Street - Suite. 714, Favettevil le, North Carolina 28301 • Phone: [phone] / FAX: [phone]
Letter of Approval with Modifications
Kakkanad Gardens on the Lake, LLC
December 31, 2008
Paae 3 of 3
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name: Village on the Lake-Phase II
Project ID: Cumbe-2009-031
County: Cumberland
Specify the outlet width of the apron for Outlet 92
2. Submit two copies of all revised sheets for our files.
Memo
To Spring Lake Inspections Department
From: Byron Blumenfeld, Spring Lake Stormwater Technician
Wfw: October 15, 2009
Re: Final Approval of Stonegate Site Plan
Stonegate Site Plan is approved by Stormwater.
Their application for permit, number SW09/08/002, is approved having been accompanied by
notarized general and specific maintenance agreements and full payment of the Storm Water
permit fee.
The Town is in receipt of one complete set of calculations and the most current set of site
plans.
The plans and calculations have been reviewed and verified to ensure the following:
1. The site will treat the first 1" of a 24 hour storm.
2. The site can store an adequate amount of rain fall to preclude release in excess of the
preconstruction runoff for the 10 year storm.
3. The site treatment will provide 85% TSS removal IAW North Carolina BMP Manual (used as
Town of Spring Lake Design Manual).
//Signed//
Byron Blumenfeld
Stormwater Administrator
(CE AS)
(Certified Stormwater BMP Plans Reviewer)
(Level IIIA Designer of Erosion and Sediment Control Plans)
Town of Spring Lake
910-436-0241
I ?ID h Permit No:
(to be assigned by DWQ)
1111. 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. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
G _ Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
' 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 (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
?v v 3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention 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]
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils 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.
5
A detailed
lantin
l
1"
20'
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.
p
g p
an (
=
or
arger) prepared by a qualified individual showing:
A variety of suitable species,
A , Sizes, spacing and locations of plantings,
!U(
??- Total quantity of each type of plant specified,
XXX
\ A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6
A constructi
c
h
.
on sequen
e t
at shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.

7. The supporting calculations (including underdrain calculations, if applicable).
fA

4?4 A copy of the signed and notarized operation and maintenance (0&M) agreement.
-
9. A copy of the deed restrictions (if required).
Form SW401-Bioretention-Rev.3
Part III, Page 1 of 1
Permit Number:
(to be provided by DWQ)
W ATE9
NCDENR ... -. Y
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 III) must be printed, filled out and submitted along with all of the required information.
L PROJECT INFORMATION
Project name VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #1
Ill. DESIGN INFORMATION
Site Characteristics
Drainage area 10,241.00 ftz
Impervious area 3,170.00 ft2
Percent impervious 31.0% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 3.02 in
1-yr, 24-hr intensity 0.13 in/hr
Pre-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.00 ft3/sec
Storage Volume: Non-SR Waters
Design volume 281.50 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 9.00 inches OK
Ponding depth of water 0.75 ft
Surface area of the top of the bioretention cell 400.00 ft2 OK
Length: 20.00 ft OK
Width: 20.00 ft OK
-or- Radius ft
Soils Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 36.00 hr OK
Drawdown time, total: 48.00 hr
In-situ soil:
Soil permeability 5.00 in/hr OK
Planting media soil:
Soil permeability 1.50 in/hr OK
Soil composition
• Sand (by weight) 85% OK
• Fines (by weight) 10% OK
Organic (by weight) 5% OK
Total: 100%
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 1
Permit Number:
' (to be provided by DWQ)
Phosphorus Index (P-Index) 20 (unitless) OK
Basin Elevations
Temporary pool elevation 193.00 fmsl
Planting elevation (top of the mulch) 192.25 fmsl

Bottom of the cell
190.25 fmsl OK
Planting depth 2.00 ft
Depth of mulch 2.00 inches OK
SHWT elevation 186.50 fmsl OK
Are underdrains being installed? N (Y or N)
How many clean out pipes are being installed? 0 Insufficient number of clean out pipes provided.
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and

the bottom of the cell to account for underdrains 0 ft
Bottom of the cell required 190.25 fmsl
Distance from bottom to SHWT 3.75 ft OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the

bioretention cell?
y Y or N)
( ) OK
Does volume in excess of the design volume flow evenly

distributed through a vegetated filter? y (Y or N) OK
What is the length of the vegetated filter? 50 ft
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)? y (Y 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 3:1? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)? y (Y or N) OK
Inlet velocity (from treatment system) 0.38 ftisec OK
Is the area surrounding the cell likely to undergo development in

the future? n Y or N)
( ) OK
Are the slopes draining to the bioretention cell greater than 200/6? n (Y or N) OK
Is the drainage area permanently stabilized? y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an 7" in the shaded cell)
Gravel and grass
(8+inches gravel followed by 3-5 It of grass) x

Grassed Swale . OK
Forebay
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 1
Permit Number:
(to be provided by DWQ)
?: 4v
NCDENR .; LLSTORMWATER 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 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #2
11. DESIGN' INFORMATION'
Site Characteristics
Drainage area 33,380.35 ft2
Impervious area 16,049.00 ft2
Percent impervious 48.1% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 3.02 in
1-yr, 24-hr intensity 0.13 in/hr
Pre-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.00 ft3/sec
Storage Volume: Non-SR Waters
Design volume 718.34 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3 -
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 9.00 inches OK
Ponding depth of water 0.75 ft
Surface area of the top of the bioretention cell 1000.00 ft2 OK
Length: 100.00 ft OK
Width: 10.00 ft OK
-or- Radius ft
Solis Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 36.00 hr OK
Drawdown time, total: 48.00 hr
In-situ soil:
Soil permeability 5.00 in/hr OK
Planting media soil:
Soil permeability 1.50 in/hr OK
Soil composition
Sand (by weight) 85% OK
Fines (by weight) 10% OK
Organic (by weight) 5% OK
Total: 100%
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2
Phosphorus Index (P-Index)
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
Distance from bottom to SHWT
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1 ?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an 7" in the shaded cell)
Gravel and grass
(8+inches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
20 (unitless) OK
191.00 fmsl
190.25 fmsl
OK
188.25 fmsl
2.00 ft
2.00 inches OK
fmsl Insufficient SHWT level.
N (Y or N)
{ OK
Oft
188.25 fmsl
#VALUE! ft
Y (Y or N) OK
N (Y or N)
y (Y or N) OK
y (Y or N) OK
Permit Number:
(to be provided by DWQ)
#VALUE!
ov It
n (Y or N) Show how flow is evenly distributed.
y (Y or N) OK
y (Y or N) OK
y (Y or N) OK
y (Y or N) OK
0.38 fdsec OK
n (Y or N) OK
n (Y or N) OK
y (Y or N) OK
X
OK
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 2 of 2
Permit Number:
(to be provided by DWQ)
y X04. --FRS
srrrr ?? 6 °'--? y
NCDENR. ° J ,
_Iltm
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 VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #3
II. DESIGN INFORMATION
Site Characteristics
Drainage area 51,387.00 ft2
Impervious area 35,678.00 ft2
Percent impervious 69.4% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 3.02 in
1-yr, 24-hr intensity 0.13 in/hr
Pre-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.00 ft3/sec
Storage Volume: Non-SR Waters
Design volume 2,974.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 9.00 inches OK
Ponding depth of water 0.75 ft
Surface area of the top of the bioretention cell 4000.00 ft2 OK
Length: 80.00 ft OK
Width: 50.00 ft OK
-or- Radius ft
Soils Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 36.00 hr OK
Drawdown time, total: 48.00 hr
In-situ soil:
Soil permeability 5.00 in/hr OK
Planting media soil.
Soil permeability 1.50 in/hr OK
Soil composition
% Sand (by weight) 85%o OK
Fines (by weight) 10% OK
Organic (by weight) 5%o OK
Total: 1 DO%
Form SW401-Sioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2
Phosphoru!Ndex (P-Index)
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
Are underdrains being installed?
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
Distance from bottom to SHWT
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with trees/shrubs?
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
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)
Grassed swale
Forebay
Form SW401-Bioretention-Rev.3
20 (unitless) OK
193.00 fmsl
192.25 fmsl OK
190.25 fmsl
2.00 ft
2.00 inches OK
186.50 fmsl OK
N (Y or N)
OK
Oft
190.25 fmsl
3.75 ft OK
Y (Y or N) OK
N (Y or N)
y (Y or N) OK
y (Y or N) OK
Permit Number:
(to be provided by DWQ)
ou n
n (Y or N) Show how flow is evenly distributed.
y (Y or N) OK
y (Y or N) OK
y (Y or N) OK
y (Y or N) OK
0.38 ft/sec OK
n (Y or N) OK
n (Y or N) OK
y (Y or N) OK
x
OK
Parts I and II. Design Summary, Page 2 of 2
Permit Number:
(to be provided by D WQ)
r/ 0
LT TWA
NCDENR a Y
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 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #4
IL DESIGN INFORMATION
Site Characteristics
Drainage area 32,890.00 ft2
Impervious area 24,541.00 ft2
Percent impervious 74,6%
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 3.02 in
1-yr, 24-hr intensity 0.13 in/hr
Pre-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.00 ft3/sec
Storage Volume: Non-SR Waters
Design volume 1,973.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 9.00 inches OK
Ponding depth of water 0.75 ft
Surface area of the top of the bioretention cell 2700.00 ft2 OK
Length: 80.00 ft OK
Width: 50.00 ft OK
-or- Radius ft
Soils Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 36.00 hr OK
Drawdown time, total: 48.00 hr
In-situ soil:
Soil permeability 5.00 in/hr OK
Planting media soil:
Soil permeability 1.50 in/hr OK
Soil composition
°o Sand (by weight) 85% OK
% Fines (by weight) 10% OK
°o Organic (by weight) 5% OK
Total: 1 o0%
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Phosphorus rdex (P-Index) 20 (unitless) OK
Basin Elevations
Temporary pool elevation 192.00 fmsl
Planting elevation (top of the mulch) 191.25 fmsl
OK
Bottom of the cell 189.25 fmsl
Planting depth 2.00 ft
Depth of mulch 2.00 inches OK
SHWT elevation 186.50 fmsl OK
Are underdrains being installed? N (Y or N)
How many clean out pipes are being installed? OK
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and 0 ft
the bottom of the cell to account for underdrains
Bottom of the cell required 189.25 fmsi
Distance from bottom to SHWT 2.75 ft OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the y (Y or N) OK
bioretention cell?
Does volume in excess of the design volume flow evenly y (Y or N) OK
distributed through a vegetated filter?
What is the length of the vegetated filter? 50 ft
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 y (Y or N) OK
SA waters)?
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 3:1? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a y (Y or N) OK
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system) 0.38 ft/sec OK
Is the area surrounding the cell likely to undergo development in n (Y or N) OK
the 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) x

Grassed swale OK
Forebay
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 2 of 2
Permit Number:
(to be provided by DWQ)
I
OF N)A.rFR
>
y?./{ ARK
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 VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #5
iL ' DESIGN' INFORMATION
Site Characteristics ^ ^?
Drainage area 11,752.00 ft2
Impervious area 3,077.00 ft2
Percent impervious 26.2% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre-development 1-yr, 24-hr peak flow
Post-development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non-SR Waters
Design volume
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Soils Report Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In-situ soil.
Soil permeability
Planting media soil:
Soil permeability
Soil composition
% Sand (by weight)
% Fines (by weight)
% Organic (by weight)
3.02 in
0.13 in/hr
0.00 ft3/sec
0.00 ft3/sec
0.00 ft3/sec
274.00 ft3
ft3
- fts
0.00 ft3
-ft3
9.00 inches OK
0.75 ft
400.00 ft2 OK
80.00 ft OK
50.00 ft OK
It
12.00 hr OK
36.00 hr OK
48.00 hr
5.00 in/hr OK
1.50 in/hr OK
85% OK
10% OK
5% OK
Total: 100%
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
phosphorus Index (P-Index)
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
20 (unitless) OK
192.00 fmsl
191.25 fmsl
OK
189.25 fmsl
2.00 It
2.00 inches OK
186.50 fmsl OK
Are underdrains being installed? N (Y or N)
How many clean out pipes are being installed? OK
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and

the bottom of the cell to account for underdrains 0 It
Bottom of the cell required 189.25 fmsl
Distance from bottom to SHWT 2.75 ft OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the

bioretention cell. y (Y or N) OK
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter? y (Y or N) OK
What is the length of the vegetated filter? 50 ft
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)? y (Y 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 3:1 ? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a

recorded access easement to a public Right of Way (ROW)? y (Y or N) OK
Inlet velocity (from treatment system) 0.38 ft/sec OK
Is the area surrounding the cell likely to undergo development in
the future? n (Y or N) OK
Are the slopes draining to the bioretention cell greater than 200/o? n (Y or N) OK
Is the drainage area permanently stabilized? y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an 7" in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3-5 It of grass) x OK
Grassed swale
Forebay
Form SW401-Bioretention-Rev.3 Parts I and 11. Design Summary, Page 2 of 2
Permit Number:
r (to be provided by DWQ)
F U! °'rfi
O Y
NCDENR. >
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 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #6
IL DESIGN' INFORMATION
Site Characteristics
Drainage area 40,590.00 ft2
Impervious area 21,301.00 ft2
Percent impervious 52.5% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 3.02 in
1-yr, 24-hr intensity 0.13 in/hr
Pre-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.00 ft3/sec
Storage Volume: Non-SR Waters
Design volume 1,759.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 9.00 inches OK
Ponding depth of water 0.75 ft
Surface area of the top of the bioretention cell 2500.00 ft2 OK
Length: 80.00 ft OK
Width: 50.00 ft OK
-or- Radius ft
Soils Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 36.00 hr OK
Drawdown time, total: 48.00 hr
In-situ soil:
Soil permeability 5.00 in/hr OK
Planting media soil:
Soil permeability 1.50 in/hr OK
Soil composition
Sand (by weight) 85% OK
Fines (by weight) 10% OK
Organic (by weight) 5%o OK
Total 100%
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 1 of 2
Permit Number:

Phosphorus Index (P-Index)
20 (unitless) (to be provided by DWQ)
OK
Basin Elevations
Temporary pool elevation 192.00 fmsl
Planting elevation (top of the mulch) 191.25 fmsl
Bottom of the cell 189.25 fmsl OK
Planting depth 2.00 ft
Depth of mulch 2.00 inches OK
SHWT elevation 186.50 fmsl OK
Are underdrains being installed? N (Y or N)
How many clean out pipes are being installed? OK
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting-media and
the bottom of the cell to account for underdrains 0 ft
Bottom of the cell required 189.25 fmsl
Distance from bottom to SHWT 2.75 ft OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell? y (Y or N) OK
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter? y (Y or N) OK
What is the length of the vegetated filter? 50 ft
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)? y (Y 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 3:1? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)? y (Y or N) OK
Inlet velocity (from treatment system) 0.38 ft/sec OK
Is the area surrounding the cell likely to undergo development in
the future? n (Y or N) OK
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 7" in the shaded cell)
Gravel and grass
(8+inches gravel followed by 3-5 ft of grass) x
Grassed swale OK
Forebay
Form SW401-Bioretention-Rev.3
Parts I and II. Design Summary, Page 2 of 2

Permit Number:
(to be provided by DWQ)
or, \N A,
cc Uj 9
MAMMA&-
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.
L PROJECT INFORMATION
Project name VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #7A
II. DESIGN INFORMATION
Site Characteristics
Drainage area 12,486.00 ftz
Impervious area 9,606.00 ft2
Percent impervious 76.9% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 3.02 in
1-yr, 24-hr intensity .0.13 in/hr
Pre-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.00 ft3/sec
Storage Volume: Non-SR Waters
Design volume 770.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 9.00 inches OK
Ponding depth of water 0.75 ft
Surface area of the top of the bioretention cell 1050.00 ft2 OK
Length: 80.00 ft OK
Width: 50.00 ft OK
-or- Radius ft
Soils Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 36.00 hr OK
Drawdown time, total: 48.00 hr
In-situ soil.
Soil permeability 5.00 in/hr OK
Planting media soil:
Soil permeability 1.50 in/hr OK
Soil composition
Sand (by weight) 85% OK
Fines (by weight) 10% OK
Organic (by weight) 5% OK
Total: 100%
Form SW401-Bioretention-Rev.3 Parts I and 11. Design Summary, Page 1 of 2
Permit Number:
(to be provided by DWQ)
Phosphorus Index (P-Index) 20 (unitless) OK
Basin Elevations
Temporary pool elevation 192.00 fmsl
Planting elevation (top of the mulch) 191.25 fmsl

Bottom of the cell
189.25 fmsl OK
Planting depth 2.00 ft
Depth of mulch 2.00 inches OK
SHWT elevation 186.50 fmsl OK
Are underdrains being installed? N (Y or N)
How many clean out pipes are being installed? OK
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and

the bottom of the cell to account for underdrains 0 It
Bottom of the cell required 189.25 fmsl
Distance from bottom to SHWT 2.75 ft OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell? y (Y or N) OK
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter? Y (Y or N) OK
What is the length of the vegetated filter? 50 ft
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)? Y (Y or N) OK
Is the BMP localed at least 100 feet from water supply wells? y (Y or N) OK
Are the vegetated side slopes equal to or less than 3:1? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)? Y (Y or N) OK
Inlet velocity (from treatment system) 0,38 ft/sec OK
Is the area surrounding the cell likely to undergo development in
the future? n (Y or N) OK
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 It of grass) x

Grassed Swale OK
Forebay
Form SW401-Bioretention-Rev.3 Parts I and 11. Design Summary, Page 2 of 2
r
NC ENR
Permit Number:
(to be provided by D WQ)
a?F WATe
O
e
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 111) must be printed, filled out and submitted along with all of the required information.
Project name VILLAGE ON THE LAKE - PHASE TWO
Contact name Alison Brandt
Phone number 864 242 177
Date July 29, 2008
Drainage area number BIO #8
IL FORMATION
Site Characteristics
Drainage area 66,780.00 ft2
Impervious area 47,592.00 ft2
Percent impervious 71.3% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth 3.02 in
1-yr, 24-hr intensity 0.13 in/hr
Pre-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Post-development 1-yr, 24-hr peak flow 0.00 ft3/sec
Pre/Post 1-yr, 24-hr peak control 0.00 ft3/sec
Storage Volume: Non-SR Waters
Design volume 3,840.00 ft3
Storage Volume: SR Waters
Pre-development 1-yr, 24-hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required 0.00 ft3
Volume provided ft3
Cell Dimensions
Ponding depth of water 9.00 inches OK
Ponding depth of water 0.75 ft
Surface area of the top of the bioretention cell 5150.00 ft2 OK
Length: 100.00 ft OK
Width: 37.00 ft OK
-or- Radius ft
Soils Report Summary
Drawdown time, ponded volume 12.00 hr OK
Drawdown time, to 24 inches below surface 36.00 hr OK
Drawdown time, total: 48.00 hr
In-situ soil:
Soil permeability 5.00 in/hr OK
Planting media soil:
Soil permeability 1.50 in/hr OK
Soil composition
% Sand (by weight) 850/o OK
% Fines (by weight) 10% OK
% Organic (by weight) 5% OK
Total: 100%
Form SW401-Bioretention-Rev.3
Parts I and Il. Design Summary, Page 1 of 2
Permit Number:
• (to be provided by DWQ)
Phosphorus Index (P-Index) 20 (unitless) OK
Basin Elevations
Temporary pool elevation 192.00 fmsl
Planting elevation (top of the mulch) 191.25 fmsl

Bottom of the cell
189.25 fmsl OK
Planting depth 2.00 ft
Depth of mulch 2.00 inches OK
SHWT elevation 186.50 fmsl OK
Are underdrains being installed? N (Y or N)
How many clean out pipes are being installed? OK
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and

the bottom of the cell to account for underdrains 0 ft
Bottom of the cell required 189.25 fmsl
Distance from bottom to SHWT 2.75 ft OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell? Y (Y or N) OK
Is this a cell with trees/shrubs? N (Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional Information
Does volume in excess of the design volume bypass the
bioretention cell? y (Y or N) OK
Does volume in excess of the design volume flow evenly
distributed through a vegetated filter? y (Y or N) OK
What is the length of the vegetated filter? 50 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). y (Y 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 3:1? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a

recorded access easement to a public Right of Way (ROW)? y (Y or N) OK
Inlet velocity (from treatment system) 0.38 ft/sec OK
Is the area surrounding the cell likely to undergo development in
the future? n (Y or N) OK
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 It of grass) x

Grassed swale OK
Forebay
Form SW401-Bioretention-Rev.3 Parts I and II. Design Summary, Page 2 of 2
_ _ _ _
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12/3/2008
Page 1 of 4

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Hydrologic Soil Group-Cumberland County, North Carolina
Hydrologic Soil Group
Village on the Lake 2
Hydrologic Soil Group- Summary by Map Unit - Cumberland County, North Carolina
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
CaB Candor sand, 1 to 8 percent
slopes A 13.3 45.3%
FuB Fuquay sand, 0 to 4 percent
slopes B 0.5 1.6%
GdB Gilead loamy sand, 2 to 8
percent slopes C 7.7 26.3%
TR Torhunta and Lynn Haven soils C 2.9 9.8%
W Water 5.0 16.9%
Totals for Area of Interest 29.2 100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, BID, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (Alp, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
USDA Natural Resources Web Soil Survey 2.1 1213/2008
21111111 Conservation Service National Cooperative Soil Survey Page 3 of 4
Hydrologic Soil Group-Cumberland County, North Carolina
Rating Options
Aggregation Method. Dominant Condition
Component Percent Cutoff.' None Specified
Tie-break Rule: Lower
Village on the Lake 2
uSUA Natural Resources Web Soil Survey 2.1 12/3/2008
'11111111111 Conservation Service National Cooperative Soil Survey Page 4 of 4
STORP TI A T E R BMP MAIN T ENANC E AGREEMENT 17
BIORET N T ION
PR of CT: iii-age tan the Lake Apartments - Phase Two
k ESP'ONSIBLE P_A-RTC': ICakkanad Gjnd2nc on *hp t ake 1 f
:A.DDR,SS: 2150 Central Park Avenue, Suite 204; Yonkers, NY 10710
PHONE:
1) Monthly or after every significant runoff producing rainfall event:
a) Remove debris and trash from the biorention area.
b) Check and repair any eroded areas.
c) Remulch any void areas.
d) Check vegetation conditions within the bioretention area and replace any
damaged plant materials as necessary.
e) Inspect for ponding, washed out areas, and soil conditions.
2) Quarteriv
a) Inspect the collection system for proper functioning.
b) Repair any broken pipes.
c) Replace rip rap that is choked with sediment.
3) A.tznuall v
a) Reseed grass Swale or border.
b) Apply new mulch.
4) General
a) All components of the system to be kept in good worlanP order.
b) In case the ownership of the property transfers, the current owner shall, within 30
working days of transfer of ownership, notify the Town of Spring Lake
Stormwater Department of such ownership transfer. . If the current owner fails to
notify,, the Town of Spring Lake Stonnwater Department of ownership transfer,
the responsible party in this agreement will remain liable for all stormwater
management costs and maintenance.
c) This property and impoundment is also subject to the Post-Construction
Stormwater Operation and Maintenance Agreement filed with the Town of Spring
Lake Storiinwater Department in relation to this project.
I, George K a n d a n k u l a m hereby acknowledge
am responsible for the maintenance procedures listed above, and agree that I
Signature: Date:
-Se P temb-r 25 2008
I. Mary Ann Skelton a Notary Public for the State of
South Caroina
JO f'3.eJV cerut rat
George ICandani,uIam
-)I S'p?, G3
r <? 14??`r i11SEr111'• .. _. %'t ]tz C 77: !;a 1 iI2? I: al s?rl
ell
conimishon Apires: Qc-Tour- ,{ ZOI?
.f
Counr:' Of Greenvl l' e
ersonaLi- appearcd ire ore
P0S7-`0NS T .TJ T10N ST01?Y'V%A T ER OPERATION AND MAiI`47EN 4NCE
.OP\_EEMENT
THIS A GREEME'NT.. made. and entered Into this the 15thd2v o?seat. . 2008
by and between The Town of Spring Lak, and Kai<kanad Gardens on the Lake, LLC
hereinafter referred to as Owner.
VY7ITwESSETIHI
THAT WHEREAS, Owner is this day accepting responsibility for the stornnwater
device(s) installed on that certain real property known as Village on the Lake - Phase
Two, as shown on the plat thereof recorded in the Book of Maps 3411, Page 15011
Cumberland County registry; and `
WHEREAS, as a part of the construction of the residence/development the Town
of Spring Lake Stormwater Department rewired that a stonnwater device(s) be
constructed: and
WHEREAS, the Owner accepts responsibility for the maintenance of the
stonnwater devices(s) as prescribed in the Storrnwater BMP Maintenance Agreement
signed and notarized, dated ot. 25, 2008 ; and
WHEREAS, the Owner `rants access to the Town of Spring Lake to inspect the
stomawater device(s) ; and
WHEREAS.. the Owner understands that this agreement shall endure to the
benefit of his successors in title, whomever they may be in the future.
NOW, THEREFORE, it is understood and agreed by and between the parties:
The maintenance of the stormwater device(s) shall be the sole responsibility of the
Owner.
?. The responsibility for maintenance of the stonmwater device shall pass in the chain of
title to the owner's successor in interest.
3. Access is `ranted to the Town of Spring Lake to inspect the stonnwater device(s).
4. Aiuzually, the Owner shall provide an inspection report from a licensed professional
to occur each year beginning on and on the
day of each successive thereafter. This report. should be sent to
the Town of Spring Lake, Attention: Storrnwater Department.
Failure to comply with this agreornent will deem the property to be out of compliance
with The Town of Sarin` Lake's Post-Construction Stormv titer ordinance and subject
to all provisions and penalties contained therein.
Owner:
r'°'P' 25. 1009
Marv Ann k2'.*on
?'uuth Carolina
'Rubllc, 3or the Sial° o
County' of Greenville
dOlleieo}'C-1II}'that Georce Kandankulam
personalh appeared before
111-1 tl1iS 2 5 t h da}, of Sept . 2008 and aclnowledge due eNecuiion of the
foregoiFIg instl ti111-1i1t. %itness my hand and official seal,
I A,'` - -?,
I rr
6.
My commission expires: _Gc7o ? c r ?3 z®15