SW5111201_HISTORICAL FILE_20120213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�z
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
�1�an z ?2
YYYYMMDD

POND WA TER SOL UTIONS, INC.
CIVIL & ENVIRONMENTAL ENGINEERS
Saturday, January 7, 2012
Mr. Robert Patterson
NCDENR -- Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699
Re: FVW Opportunities, Inc., Head Start Program
Stormwater Project No SW5111201
Comments Response Letter
Dear Mr. Patterson:
J A N 1 0 2012
DENR-WATER QUALITY
WMNOSAND STORMWATER BRAKH
This letter is in response to the comments letter provided for this project, dated December 12,
2011:
1. The drainage area (DA) and impervious area is not consistently shown on SWU-101 and
the supplement form. Please revise to make all consistent with these forms, and the
calculation and plans.
A: Understood. The SWU-101 form, the supplement form and the calculations were
all updated and checked for consistency.
2. On SWU-101, IVA, through IV.10. should be based on the FVW property only. The
adjacent church property is considered as off -site area in IV.10.
A: Understood. All flows were adjusted to show the FVW Opportunities site only.
3. The supplement form is merely a tool for summarizing final design results. Please
provide your supporting calculations for the minimum required treatment volume (using
the simple method), drawdown calculations, and underdrain sizing.
A: Understood. Calculations for the volume, drawdown and underdrain sizing are
included in the modified calculations sheets.
4. The percent sand on the supplement form needs to be corrected to show a number
value.
A: Understood. The cell has been corrected to show 85%.
S. The pretreatment part at the end of the supplement form is blank. Some form of
pretreatment must be provided and indicated on this form,
A: Understood. The pretreatment utilizing gravel and grass was marked.
1025 South Church Street ♦ P.O. Box 8342 • Rocky Mount, NC 27803 ♦ [phone]
Email [e-mail]

Mr. Robert Patterson
5W5111201- FVW Opportunities, Inc.
Page 2
6. The supplement form states the SHWT is 429', but the soils report states no SHWT down
to 60" (5') below existing ground. Based on the soils report the SHWT at or below —433'
at B3 and—430.5' at B4. Please verify and revise as necessary.
A: Understood. Additional bore was completed specifically for the location of the
Bioretention cell. The testing including going to 9 feet of total bore to test for the high
water table.
7. Please provide a detail and calculations for the energy dissipater(s).
A: Understood. The calculations and details are provided.
8. Underdrains must be provided unless the assumed infiltration rate stated on the
supplement form (1.59"/hr) can be verified by an infiltration test within the footprint of
the proposed bioretention cell at the bottom elevation of the media. That said,
underdrains are recommended unless the infiltration rate is above 2"/hr. Note that the
SHWT must be 2' below the bottom of any underdrains.
A: Understood. Underdrains along with the calculations were added.
9. Please show the 4" sand layer (and any underdrains added) on the bioretention cross -
sections on sheet SW--2.
A: Understood. The 4" sand layer has been added.
10. Since the bioretention cell is proposed to be located on the adjacent property not owned
by FVW Opportunities, Inc., an agreement stating this must be provided that is signed by
the adjacent property owner.
A: Understood. Per this comment, the bioretention cell was moved to the front of the
property to segregate the overall flow between the church property and the FVW
project.
11. Nearly half of all proposed impervious area is not being captured and treated as required.
All proposed impervious area must be captured and treated to remove 85% TSS. In
addition, the rules require that the system be sized to account for the ultimate build -out
potential of the site.
A: Understood. Per our discussion, the plans were modified to the front of the
property to capture only the FVW Opportunities project. With the shift, the BMP
captures approximately 81% of the total impervious generated from the project
alone. The church property will have an impervious area close to 16% of the total
property area due to the new driveway. In order to expedite this project, it is
understood that another permit application for the church portion of the project will be
submitted in the near future (within 30 days) to DENR. This permit will be for low
density, specifically for the church property and will be signed by both FVW
Opportunities, Inc. and the church as applicant and property owner respectively.
Ce-444rT - 1 /1 all Z t P

Mr. Robert Patterson
SW5111201- FVW Opportunities, Inc.
Page 2
If you should have any questions, please do not hesitate to call or email me at your convenience
to discuss the project and what changes may be necessary.
Thank you for taking the time to review this project. If you need any additional information,
please do not hesitate to contact me.
Sincerely,
Peter Soka
Pond Water Solutions, Inc.
Attachments
CC: File

JQ-)E_ (u(Lkf -T,) P-a; 3V_P- i
Application.. Completeness Review
N First Submittal ❑ Re -submittal Date Received: I ii Date Reviewed
Development/Project Name: PJU Y Z LVA"" 'f&i �l
Receiving stream name ` ! ,I r Classif
River Basin: TkQ- ?AM, ,'c. n
_-d,
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Si)(MALbreek Water Sheds): II/IA
Latitude and Longitude: 3(� 05 ��/� , i ,,�� ` 2,'7 ` 9Z Jurisdre itit on -ry cJA )
Project Address: !Z!C2s I
Engineer name and firm: P rE� SakA) 4<j.: P4
Phone: 75'z- 9oq�- So;7 E Email: a c aAv
Is the project confirmed to be in the State MSI Stormwater Permil jurisdiction? es or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
�K_BUA Z,3• iS' �
[Check for $505.00 included
❑ Original signature (not photocopy) on application
❑ Legal signature (Corporation-VP/higher' Parth&ship=General Partner/higher, LLC-memberlmanager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.ne.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
❑ For subdivided projects, a signed and notarized deed restriction statement
V ealed, signed & dated calculations
rs�4orrect supplement and O&M provided for each BMP on site (check all that were provided & number of each)
u $ioretention ❑ Rooftop Runoff MananP P f
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
'�.:'`:�'?';:' , ❑ .Sand Filter
..❑.Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Roac
DER 73 2012
&"' Two sets of sealed, signed & dated layout & finish grading plans with appropriate details ~�J
[� Narrative Description of stormwater managemeht:'Oro vided
[Soils report provided B c/z„?gs
t,/odr� a ❑ Wetlands delineated or a not&on the plans or.in the accompanying documents that none exist on site and/or
hpp-&L;.u; adjacent property
V etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
00 Dimensions & slopes provided
fD 'tJA ar' Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
aoT"� MP operation and maintenance agreements provided
rL,.t1J Application complete ❑ Application Incomplete, Returned: (Date)
da"q
ommen#s A[(`�
5_ i,t <— f O �i4'/C � � /1-r►? L / GO A/SW %ZG�G�.S
p*t ; It/&A' - r-Z.J trF �/ D_ Td P/1.4A Goa tf"I_'0 nr_c
May 8, 2011 Revision, Bill Diuguid

POND WATER SOLUTIONS, INC.
CIVIL & ENVIRONMENTAL ENGINEERS
Thursday, December 8, 2011
Mr. Bradley Bennett
NCDENR — Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699
Re: FVW Opportunities, Inc., Head Start Program
Stormwater Management Plans and Calculations
Dear Mr. Bennett:
Q
FEB 13 2012 1
NG [)[NR
RaWOI Rr2!053a �'"'Ce
Attached are the plans and calculations for the FVW Opportunities, Inc. project in Franklinton,
NC. The project is currently being developed for the Head Start Progam in Franklinton, NC.
If you should have any questions, please do not hesitate to call or email me at your convenience
to discuss the project and what changes may be necessary.
Thank you for taking the time to review this project. If you need any additional information,
please do not hesitate to contact me.
Sincerely,
Peter Soka
5��
Pond Water Solutions, Inc.
Attachments
CC: File
rFiL&4/,-)7'� 1-/ ��7-
.-
1025 South Church Street ♦ P.O. Box 8342 ♦ Rocky Mount, NC 27803 ♦ [phone]
Email: [e-mail]

LETTER OF TRANSMITTAL
Pond Water Solutions, Inc.
1025 South Church Street
Rocky Mount, NC 27803
[phone] (c )
pondwatersolutions a embargmail.com
DATE: December 8, 2011 PWS JOB NO
TO: Mr. Bradley Bennett
NCDENR Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699
PROJECT: FVW Opportunities, Inc Project
11-201
GENTLEMEN: We are sending you ® herewith or ❑ under separate cover:
SUBMITTAL FOR:
CODE
FOR YOUR USEIINFORMATION
1
❑
AS REQUESTED
2
❑
FOR YOUR APPROVAL
3
F F B 1 3 2012
ACTION
CODE
PLEASE SUBMIT
A
❑
PLEASE REVISE AND RETURN
B
❑
PLEASE SIGN AND RETURN
C
PRINT
COPIES
DRAWING NUMBER
(REVISION NO. OR DATE)
DESCRIPTION
CODE
2
Plans and Calcs
2
Executed Stormwater Permit Application vy
2
Executed Stormwater Agreement O 110� d
d�10�,r
1
Check for $505 stormwater fee
0
REMARKS:
Mr. Bennett,
Attached is the project with attachments for your review. Thank you!
Sent by: First Class Mail
❑
UPS Next Day 1 AM
❑
UPS Next 2nd Day
❑
Federal Express
❑
Faxed
❑
Hand Delivered
Pick Up
❑
If enclosures received are not as listed above, kindly notify at once.
Thank you.
Received By
Date
cc

North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOF TATE
PO Box 29622 Raleigh, NC 27626-0622 (9191807-2000
Date: 10/27/2011
Click here to:
View Document Filings I Sign Up for E-Notifications I
PC, PLLC, LP and Non -Profit entities are not required to file annual reports.
Corporation Names
Name Name Type
NC FRANKLIN-VANCE-
WARREN OPPORTUNITY, LEGAL
INC.
Non -Profit Corporation Information
SOSID: 0055447
Status: Current -Active
C
Effective Date: 3/25/1966 ] 3 ZO,Z
Dissolution Date:
Annual Report Due Date:
Citizenship: DOMESTIC Palo.i�h
State of Inc.: NC ° Ana!/five
Duration: PERPETUAL
Registered Agent
Agent Name: OWENS, WILLIAM S
Office Address: 116 YOUNG ST,
HENDERSON NC 27536
Mailing Address: 116 YOUNG ST.
HENDERSON NC 27536
Principal Office
Office Address: 180 S. BECKFORD DRIVE
HENDERSON NC 27536
Mailing Address: PO BOX 1453
HENDERSON NC 27536
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1351

IV. PROJECT INFORMATION '// SyLj�,
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be routed via ditches, roofdrains and culverts into a bioretention cell that will treat
the first flush (1=in) runoff. Due to sufficient storage capacity in the cell, the bioretention will also serve as
detention for the 1-yr, 24 hr storm.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Tar -Pamlico River basin.
4. Total Property Area: 9.17 acres 5. 'Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': ?" t`7 acres
Total project area shall he calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) lure or Mean High Water•
(MHW) line, and coastal wetlands landward from the NHW (or MHM lure, Tire resultant rroject area is used to
calculate overall percent built upon area (BUA). Non -coastal zrretlarrds landward of fire NH (or MHW) line may
be included in tire total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = Z3.75 %
9. How many drainage areas does the project have?2 (For high density, taunt 1 for each proposed engineered
storruwater BMP. For low density and other projects, rise I for tire whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
'Drainage Area 2
Drainage Area _
Drainage Area
Receiving Stream Name
Franklinton
Branch
Franklinton
Branch
Stream Class *
C; NSW
C; NSW
Stream Index Number *
28-29-4
28-29-4
Total Drainage Area (sf)
17,977
76,718
On -site Drainage Area (so
17977
76718
Off -site Drainage Area (so
0
0
Proposed Impervious Area**(so
10603
11885
% Impervious Area** total
58.99
15.49
Impervious** Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
4269
On -site Streets (so
11885
On -site Parking (so
6334
On -site Sidewalks (so
Other on -site (so
Future (so
Off -site (sf)
Existing BUA*** (so
Total (so:
10026
f g�rj
Stream Class and Index Number can be determined at: irtfp://)ortal.rrcderu•.oiZ nel)Ailq ps/csrr/classi icatioirs
imppervious area is defrued as tire built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
form SWU-101 Version 07Jun2010 Page 3 of

Patterson, Robert
From: Diuguid, Bill
Sent: Tuesday, December 13, 2011 8:27 AM
To: Patterson, Robert
Subject: FW: FVW Opportunities Inc Head Start Bldg Project
FVW Opportunities, Inc. site plan.
BD
From: Tammy Ray [mailto;[e-mail]]
Sent: Monday, December 12, 2011 7:12 PM
To: Diuguid, Bill
Subject: RE: FVW Opportunities Inc Head Start Bldg Project
Hello,
Yes sir, the Board of Commissioners approved annexation of the aforementioned property into the city limits on March
15, 2011.
Please feel free to contact me if you have any questions or concerns regarding this matter.
Have a great day.
Tammy Mason Ray
Town Manager
JL1,,t N�'��
St4ktJ.1X%'-4 110 W IT"O, V011R TCYAN,
PO Box 309
7 West Mason Street
Franklinton, NC 27S2S
(919) 494-2S20 ext. 23
[phone]
From: Diuguid, Bill[mailto:[e-mail]]
Sent: Friday, December 09, 2011 10:55 AM
To: [e-mail]
Subject: FVW Opportunities Inc Head Start Bldg Project
Tammy Ray: Re my Friday, Dec 9th phone call to you.
I did confirm with Sarah Rudolph of FVW Opportunities that Franklinton has annexed their site at S. Main and College
Streets.
So I don't need any additional info from you.
Thanks.
Bill Diuguid, AICP

Staff Planner, Stormwater Permitting
Wetlands and Stormwater Branch
Division of Water Quality I NCDENR
1617 Mail Service Center (Mail)
512 N. Salisbury St, Raleigh, NC 27604 j 91h Floor (Location & Parcels)
Raleigh North Carolina 27699-1617
Phone: [phone] Fax: [phone]
Website: httR://portal.ncdenr.org/web/wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

A14
,!,a
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Peter Sokalski, PE
Pond Water Solutions, Inc.
P.O. Box 8342
Rocky Mount, NC 27803
Dear Mr. Sokalski:
Division of Water Quality
Coleen H. Sullins
Director
December 12, 2011
Dee Freeman
Secretary
Subject: Request for Additional Information
Stormwater Project No. SW5111201
Franklin -Vance -Warren Opportunities, Inc.
Franklin County
The Division of Water Quality Central Office received a Stormwater Management Permit Application
for the subject project on December 9, 2011. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the Stormwater
review:
The drainage area (DA) and impervious area is not consistently shown on SWU-101 and the
supplement form. Please revise to make all consistent with these forms, and the
calculation and plans.
2. On SWU-101, 1V.4. through IV.10. should be based on the FVW property only. The adjacent
church property is considered as off -site area in IV.10.
3. The supplement form is merely a tool for summarizing final design results. Please provide
your supporting calculations for the minimum required treatment volume (using the simple
method), drawdown calculations, and underdrain sizing.
4. The percent sand on the supplement form needs to be corrected to show a number value.
5. The pretreatment part at the end of the supplement form is blank. Some form of
pretreatment must be provided and indicated on this form.
6. The supplement form states the SHWT is 429', but the soils report states no SHWT down to
60" (5') below existing ground. Based on the soils report the SHWT at or below —433' at
B3 and--430.5' at B4. Please verify and revise as necessary.
7. Please provide a detail and calculations for the energy dissipater(s),
8. Underdrains must be provided unless the assumed infiltration rate stated on the
supplement form (1.59" Ihr) can be verified by an infiltration test within the footprint of the
proposed bioretention cell at the bottom elevation of the media. That said, underdrains are
recommended unless the infiltration rate is above 2"/hr. Note that the SHWT must be 2'
below the bottom of any underdrains.
Wetlands and Stormwater Branch „1 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
�� Li1C O11I1�
Location 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 Naturally
Internet: www.ncwaterquality.org
An Equal Opportunily 1 Affirmative Acton Employer

Mr. Peter Sokalski, PE
SW5111201 - FVW Opportunities, Inc.
December 12, 2011
9. Please show the 4" sand layer (and any underdrains added) on the bioretention cross -
sections on sheet SW-2.
10. Since the bioretention cell is proposed to be located on the adjacent property not owned by
FVW Opportunities, Inc., an agreement stating this must be provided that is signed by the
adjacent property owner.
11. Nearly half of all proposed impervious area is not being captured and treated as required.
All proposed impervious area must be captured and treated to remove 85% TSS. In
addition, the rules require that the system be sized to account for the ultimate build -out
potential of the site.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to January 12, 2012, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
All revised original signed documents must be returned or new originals must be provided. Copies are
not acceptable. Any revised calculations or plans must be sealed, signed, and dated; and have a
revision date shown. Please reference the State assigned project number SW5111�01 on all
correspondence. If you have any questions concerning this matter please feel free to call me at (919)
807-6375, or at [e-mail].
Sincerely,
Robert D. Patterson, PE
Environmental Engineer
Stormwater Permitting Unit
cc: SW5111201 File
ec: Sara Rudolph - Franklin -Vance -Warren Opportunities, Inc.
Danny Smith - Raleigh Regional Office
Page 2 of 2

,5-Ve; 1! 12-0/
STORMWATER MANAGEMENT
CALCULATIONS
FOR
FVW OPPORTUNITIES, INCw
Franklinton
Franklin County
October 18, 2011
JN: 1 201
Pond Water Solutions, Inc.
PO Box 8342
CPw
Rocky Mount, NC 27804
[phone]
[phone] (Fax)
IIt rrrfrr
N CAR4
O .•'�F E.551Q� •. y
9 =
9 .
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10/18/11

FVW OPPORTUNITIES, INC.
STORMWATER MANAGEMENT CALCULATIONS
T A B L E O F C O N T E N T S
Description
• Site Summary/Narrative
Runoff Calculations
a Storm Sewer Pipe Calculations
• Stormwater Management Calculations
Appendix
• Soils Boring Letter
USGS Map of Site
Soils Map of Site
• NCDENR Environ. Sensitivity Map

APPENDICES

Soil Horizons, Inc.
R'y PO Box 1063
,,f
Youngsville, North Carolina 27596
August 19, 2011
Mr. Pete Sokalski, PE
Pondwater Solutions, Inc.
1025 South Church Street
Rocky Mount, NC 27803
Dear Pete,
On August 19, 2011, 1 made a site visit to the proposed FVW Opportunities site in Franklinton,
NC for the purpose of making an assessment of the soil conditions for proposed stormwater
BMP devices. The assessment included hand auger borings conducted at four selected locations
shown on attached Figure 1.
The soil characteristics were observed and described to a depth of 60 inches below the ground
surface. See the attached soil profile descriptions. In general, these soils contain 4 to 20 inches
of sandy loam surface materials over layers of red clay material. This soil is classified as well
drained. No indicators of a seasonally high water table were observed within 60 inches from the
surface of any of the four soil borings. These soil borings were marked in the field with red
flagging tape.
If you have any Questions about this report, please give me a call at 919-818-5087.
Sincerely,
SOIL SC�F
Uwe � IL DAV,s y�
w � �
�t
Y ,
a c
John R. Davis, Jr.
Licensed Soil Scientist
Encl. Figure 1
Soil profiles
Soil Evaluations For On -Site Wastewater Systems
Wastewater System Design And Permitting
Stream and Wetland Delineations and Permitting
Subsurface Wastewater System Operation

�_ t.rt,rw pr.q U�+aS wYl. s� v • _"___ —' r �
Isf n sw7s +o nmcs . tmr
SOUTH MA[N STREET- US # 1 BUSINESS PUBLIC STREIrI rw•r t.�....b
M F~ `,-r .r d..
nw,
�• r. ri...""r'Jg jrra�syV<—'i� i �;f ql�p ert. ..°}'1 f 0
low,
w,
x rcrs
Iwr'r�a_irsxit
..� 1 Win. �• _ f y r _ .. _ . .r �+. e.eer .iLKWST.i
f �� �' �-�y,,.,�� � ! on. ru, s,. 1.• Lznr,wa sra r-.Ir ;
•� `f"" �'--1'J=. Fes, r , • _:, ` ,` ® hJtw rmr tW,p►
+
'VIM; rl` : .. .` �• 1
k1 .KaI.tM r
.rr�'.'t�i � , IY _�'� r^y I, / w m•�. ra srws
E rr.rrc srx 1r r•w...
T 1p+t. sr.[ ro- �n• m q
Itl
PARCEL.A -0' ''RI 3�
I�_rre�a wwor �.ti�a F�,,1: �,; — — .y +'n � ;S% a)` i+1YS ' �• .
w+ i.h � l•
_ a7
c
N[1 • IN 11[11u R,rIM l!O f1V}r[S
N1 {{41RlFi tlrLL Q NM41 Ftl. r wir6r
*4 tM 11�1fy 1
�`0 Yrl rirO r'�`i14 11Mw •FrN6 ,M 1
CSX TRANSPORTATION eo, a:OHT IN WAY is
-�
o
Soil Borings depicted with red dots and numbers.
Site Plan with Boring Locations
Aug 19, 2011
SOIL HORIZONS, Inc. FVW Opportunities
PO Box 1063
r '
Youngsville, NC 27596 Franklin County, NC
Not To Scale FIGURE 1

SITE/SOIL EVALUATION FOR SUBSURFACE WASTEWATER DISPOSAL SYSTEMS Ref. # / ° � 2
Owner W CI n j �i Phone Fax
Date of Application Date(s) Evaluated -1 -1
Owner's Address
Property ID # Township County "v n +-►
Property Size acresjsquarefeQt Fa ility ay Gast.
Locationa;v, -�vuT At ' _
Water Supply: Private Well; Community/Non-community, Public Well; Other (see remarks)
Evaluation Method By: -�Z_ Auger Boring; Pit
SOIL
Lando
Posit]
Slope
Horizi
Depth
Color
Textu
Consi
Strut
Miner
Horizi
Deptt
Color
Textu
Cons
Strut
Miner
Horiz
Depti
Color
Textu
Cons
Strut
Minei
Horiz,
Deptt
Color
Textu
Cons
Struc
Minei
Soil %
Restr
Pm/S
Class
LTAF
FACTORS PROFILE NUMBERS
]cape
on/Shape
(Direction Al 6
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Remarks:

SITE/SOIL EVALUATION FOR SUBSURFACE WASTEWATER DISPOSAL SYSTEMS Ref. #
Owner Phone Fax
Date of Application Date(s) Evaluated
Owner's Address
Property ID # Township County
Property Size acr�es1square feet Fa ility 10a
Location V CI f lj:�Q_kl `►� � a n ry '
Water Supply: Private Well; Community/Non-community, Public Well; Other (see remarks)
Evaluation Method By: _.,,/ Auger Boring; Pit
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Soil Moisture Status at Time of Evaluation: ' rnd Td Site LTAR:
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USGS MAP OF FVW Opportunities, Inc.
Latitude: 36"5'56.223"N
Longitude:-78027'31.6218"W

Saturated Hydraulic Conductivity (Ksat), Standard Classes —Franklin County, North Carolina
(FVW Opportunities, Inc. Project)
36° 5' 53"
., 4
I�� -ti11nn
{ ru
M Map Scale: 1:940 if printed on A size (85" x 11") sheet.
t`
N N Meters
n / 0 5 10 20 30
N Feet
0 35 70 140 210
USA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
1�
N
N
m
36° 5' 59'
36' 5' 53"
r_
N
W
10/1812011
Page 1 of 4

Saturated Hydraulic Conductivity (Ksat), Standard Classes —Franklin County, North Carolina
(FVW Opportunities, Inc, Project)
MAP LEGEND MAP INFORMATION
Area of Interest (A01)
Map Scale: 1:940 if printed on A size (8.5" x 11") sheet.
0
Area of Interest (A01)
The soil surveys that comprise your AOi were mapped at 1:24,000.
Soils
Soil Map Units
Warning: Soil Map may not be valid at this scale.
Soil Ratings
Enlargement of maps beyond the scale of mapping can cause
0
Very Low (0.0 - 0.01)
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
0
Low (0.01 - 0 1)
soils that could have been shown at a more detailed scale.
0
Moderately Low (0.1 - 1)
Please rely on the bar scale on each map sheet for accurate map
Q
Moderately High (1 - 10)
measurements.
0
High (10 - 100)
Source of Map: Natural Resources Conservation Service
0
Very High (100 - 705)
Web Soil Survey URL: hftp:ltwebsoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17N NAD83
Not rated or not available
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
p
Cities
Soil Survey Area: Franklin County, North Carolina
Water Features
Survey Area Data: Version 10, Feb 12, 2010
Streams and Canals
Date(s) aerial images were photographed: 7/1/2006
Transportation
The orthophoto or other base map on which the soil lines were
Rails
compiled and digitized probably differs from the background
iv
Interstate Highways
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
N
US Routes
Major Roads
Local Roads
USDA Natural Resources Web Soil Survey 10118/2011
2im Conservation Service National Cooperative Soil Survey Page 2 of 4

Saturated Hydraulic Conductivity (Ksat), Standard Classes —Franklin County,
North Carolina
FVW Opportunities, Inc. Project
Saturated Hydraulic Conductivity (Ksat), Standard Classes
Saturated Hydraulic Conductivity (Ksat), Standard Classes —Summary by Map Unit —Franklin County, North Carolina
(NC069)
Map unit symbol
Map unit name Rating (micrometers per second)
Acres in AOI
Percent of AOi
Puc
Pacolet-Urban land
11.2368
2.1
100.0%
complex, 2 to 10 percent
slopes
Totals for Area of Interest
2.1
100.0%
Description
Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a
saturated soil transmit water. The estimates are expressed in terms of micrometers
per second. They are based on soil characteristics observed in the field, particularly
structure, porosity, and texture. Saturated hydraulic conductivity is considered in
the design of soil drainage systems and septic tank absorption fields.
For each soil layer, this attribute is actually recorded as three separate values in
the database. A low value and a high value indicate the range of this attribute for
the soil component. A "representative" value indicates the expected value of this
attribute for the component. For this soil property, only the representative value is
used.
The numeric Ksat values have been grouped according to standard Ksat class
limits. The classes are;
Very low: 0.00 to 0.01
Low: 0.01 to 0.1
Moderately low: 0.1 to 1.0
Moderately high: 1 to 10
High: 10 to 100
Very high: 100 to 705
Rating Options
Units of Measure: micrometers per second
Aggregation Method. Dominant Component
Component Percent Cutoff. None Specified
Tie -break Rule: Fastest
Interpret Nulls as Zero: No
Layer Options: Depth Range
Top Depth: 0
USDA Natural Resources Web Soil Survey
r" Conservation Service National Cooperative Soil Survey
10/18/2011
Page 3 of 4

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