SW5120802_HISTORICAL FILE_20121109

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

BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
[LIEVVIEN ©Lr' U b ° UMLAA]DUCRE
®V16310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: [phone], 1AX: 19191 851-8968
To NCDENR - Division of Water Quality
Wetland and Stormwater Branch
SMP Application
Archdale Building - 9th Floor
512 N Salisbury Street
Raleigh, NC 27602 [phone]
Nov 9, 2012
' 03-12021000
ATTENTION
Robert Patterson
E: Infrastructure Technology Services
" SMP Submittal
Project ID. Franklin Co (SW5120802)
Submittal Number: 3
WE ARE SENDING YOU m Attached ❑ Under separate cover via the following items:
Shop drawings Prints Plans Samples Specifications
❑ Copy of letter Change order
COPIES DESCRIPTION
2 C3.2
THESE ARE TRANSMITTED as checked below
0 For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment � SIGNATURE
FOR BIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US
l� TATAN 4Yi
The following sheet should replace existing C3.2, which now illustrates BMP plantings for SMP application
approval.
Thanks f0''! 0 9 ZQ12
�.u.n - erne r_n lJV/iLl I T
Wetland' wale? Branch
Copy to:
s
SIGNED:
Danny Howell, PE

BUDGET COURIER SERVICE, INC.
p� ootwl 905-D 5TH AVENUE
i"Ve GARNER, N.C. 27529 Date 5 12
[phone] j
License No. C-1634
To: From:
Corn any Name K1C S A i ? a of 1, 1,,4- Company Name
Contact Ur � L r—E,,O .Contact
Street t \ , , ( T,' _ 1- 11,1 A c. / .Sly Al, ...it1Yb l7/ J Street
City PA(-\ : T?o Lc r 4 PG Zip Code I City State Zip Code
SAME DAY
DELIVERY
Job # or Description
C�3 C
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TOTAL CHARGES:
D
N
No. of Pieces
Weight
s
Declared Value`
BILL TO: Shipp �NA
Shipper X it n TIME: A Q /IA
❑ Consignee Received by (PRINT NAME)
❑ Third Party X �t TIME: r) ' d v ,j m
*Budget Courier Service, Inc. Insures all shipments for loss or damage to actual value (limit $100.00).
Shipper will be responsible for shipment valued in excess of $100.00, unless prior arrangements have been made.

Patterson, Robert
From: Danny Howell [Danny. [e-mail])
Sent. Thursday, November 08, 2012 12:58 PM
To: Patterson, Robert
Subject: RE: SW5120802 - Infrastructure Technology Services - Additional Information Request
Robert,
Thanks for the update. I will get a revised C3.2 to you ASAP, which illustrates the required vegetative shelf
plantings for the wetpond. I will revise any reference to Town of Cary as well.
Thanks,
Danny L. Howell, Jr., PE
Project Engineer
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
®6310 Chapel Hill Road, Suite 250
Raleigh, North Carolina 27607
©Phone [phone] Fax [phone]
www.BNKinc.com
"Serving the Triangle and surrounding areas since 1969"
From: Patterson, Robert[maiIto: robert.DattersonCd)ncdenr.gov]
Sent: Thursday, November 08, 2012 10:45 AM
To: Danny Howell
Cc: idea [e-mail]; Bennett, Bradley
Subject: SW5120802 - Infrastructure Technology Services - Additional Information Request
Danny,
I left you a voice mail about this as well. I'm finishing the review of the project for Brian Lowther, since he is no longer
with DWQ. As I was drafting the permit, I realized there is no planting plan provided on the plans for the vegetated shelf
of the pond. Sheet C3.2 does refer to a planting plan, but I don't see one provided. Also, this sheet incorrectly refers to
the Town of Cary instead of Youngsville. Please provide 2 copies of this information to me no later than November 15,
2012.
Please let me know if you have any questions. Thanks.
Robert D. Patterson, PE
Environmental Engineer
NCDENR I r)WQ 15tormwatcr Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 Mail 1 512 N. 9.1lisbUry St, 9- fluor, Ralr.igh, NC 2760d 1A(:�-ltirm L%- P.irci-.Is
(9191 807-6375 Pltone j (9191 807-649-1 lax I Robert. Pat lersonerticdenr.gov l,;rrlail I htt : mirtal.ncrlcttr.or web w ws sit WO)sitc
bA ltclixe printin_a lbi, entail. please cunsider your hudgeL and the environment.
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 unless the content is
exempt by statute or other regulation.

Patterson, Robert
From: Jason Deane [e-mail])
Sent: Monday, November 05, 2012 2:25 PM
To: Patterson, Robert
Cc: Danny Howell
Subject: Off site Pond Agreement
Attachments: ITS OFFSITE POND AGREEMENT.pdf; ITS POND PEC APPROVAL.pdf
Robert,
Attached is our signed land agreement to the stormwater BMP on an adjacent property. I
have also attached our approval e-mail from PEC allowing us to install the storm drain pipe through
their right of way. If you need anything else please let us know. Thanks
Jason Deane, El
Infrastructure Technology Services
Project Manager/Estimator
(0) 919-792-3766
(F) 919-554-9076

Prepared by and hold for:
Warren Shackleford, Attorneys P.L.L.C.
P.O. Box 1187
Wake Forest, NC 27587
STATE OF NORTH CAROLINA
TREATMENT POND EASEMENT
FRANKLIN COUNTY
THIS TREATMENT POND EASEMENT made this day of October,
2012, by Frances W. Kinlaw and Francis Clifton Winston, Jr. and wife, Camille E.
Winston, hereinafter called Grantor, to Keever & Puryear, Limited Partnership, a North
Carolina limited partnership, hereinafter called Grantee;
W ITNESSETH:
For Ten Dollars ($10.00) and other good and valuable considerations paid by Grantee to
Grantor, the receipt of which is hereby acknowledged, Grantor does hereby grant, bargain
and convey into Grantee, its heirs and assigns, a treatment pond easement across the
following described property for the purposes as setout below:
1. Grantor is the owner of a 26.91 acre tract having Franklin County Tax ID
4027786.
2. Grantee is the owner of the following:
a. A 2.000 acre tract shown on Book of Maps 2005, Page 174, this tract
being conveyed to Grantee by deed recorded in Book 1841, Page 34,
Franklin County Registry.
b. Lot 2 of 4.64 acres and a 0.17 acre tract as shown on Book of Maps 2011,
Page 21 1,-this property conveyed to Grantee by deed recorded in Book
1841, Page 600, Franklin County Registry.
3. To meet 2007 regulations set by State of North Carolina for stone water, a
pu nanent storage facility for storm water is required for the property of
Grantee as such property is being developed by Grantee.

4. Grantor has agreed that the treatment pond as required for a permanent storage
facility for storm water inay be.constrLicted on the property of Grantor.
5, T1nis Grantor Hereby grants to Grantee, iteirs and assigns, an casement for a
freatineiit pond to be located as fs h
ollows.
Of ail area of approxiinatcly one mre,adjaceift to and west of ilie 130 foot
CP&.L (Progress Energy) right of way as shown on'Book of Maps 2005,
Page 174 and on Book of Maps 2009, Page,' 116, This approximately I
acre tract is northwest of the 2 acre tract_ shown oil Book of Maps 2005,
Rage •174, Franklin County Registry.
G.-Grantec Shall.have ail'righis to consiruci a storage facility for stonh water on
this approximately l acre -tract as well as to construct a drainage pipe for
storpi water to flow from the property of Grantce northwest to the treatme_ nt
pond being constructed.
7. Grantee shall have all rights to maintain the treatment pond and the drainage
pipe going to it from Gr ntee's property.
All expenses in constructing the treatment pond, tfie drainage pipe and ill
maintenance,of the treahncnt pond and drainage pipe shall be paid for by
Grantee.
TO HAVE AND TO HOLD the above-descrilied treatment pond caseiiictit and all
privileges mid gpurtenances thereto belonging to the Grmtee.
The Grantor covenants, with the Grantee that Grantor. is seized of the premises in
fee simple, has the right to coirvey.a trcatment pond easement, that title to the treatment
Bond easement shell be free and clear of cneumbrances and that Grantor will warrant aiul
defend the title against the I"awful claims of all persons whomsoever.
IN WITNESS WHEREOF, Grantor has hare_ un_ t_o set their liands ai seMs on the
day aiid.ycar first above wiittenj
bl�1J ' .fv (SEt1L)
I,—
esW.`I�ii_ila/wl► � / � � -f�
1'Ta1lC1S C:lli[O.Ii. W1I15CQIl, J1'.
(SEAL)
Caniillc E. Win ton

STATE OF Tenn -scc'
COUNTY OF gaotz,
I, aL4, a)pLa+�'V� , a Notary Public of the aforesaid
county -and state do ce 4 ify that Frances W. Kinlaw Personally appeared before me this
day and acluiowledged the.due execution of the foregoing instrument.
Witness my hand and notarial seal, this the 81 Sl-
day of 0 66 64-- , 2012.
Notary Public
My Commission Expires; T1VU'n2, u°t 3
NORTH QAROLINA
l� COUNTY
` ID- 4f. •�
S-MTE %
OF •N
TEW EBSEE
.�';dG• Pl1BUC �,��.�'tia
�o Of
a Notary Public of the aforesaid
county and state do certify that Francis Clifton Winston, Jr. and wife, Candlle C.
Winston personally appeared before me this day and acknowledged the due execution of
the foregoing instrument.
Witness my liand and notarial seal, this the 5 day of O\�M /K, 2012.
2m(t/K,No
q - -
My Commission Expires:
)-, q
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Jason Deane
Subject: FW: Wolfpack Lane Easement
From: Wagner, Harold
Sent: Tuesday, October 09, 2012 11:17 AM
To: 'Jason Deane'
Cc: '[e-mail]'
Subject: RE: Wolfpack Lane Easement
Re: ITS Encroachments On PEC Easements @ Wolfpack Lane
30 Inch Storm Drain and BMP Maintenance Access
Falls-Franklinton 115kVLine, Structures 113--114
Falls -Henderson 115kV Line, Structures 193 —184
Mr. Deane,
am responding to your request to. build a thirty (30) inch HDPE storm drain across the Progress Energy Carolinas, Inc.
(PEC) rights -of -way for the subject transmission lines. The plans submitted by Ml . Keever on 9/18 and the revisions
submitted by your email have been reviewed. (t3NK drawings dated 2/24/12, revision 4 dated 10/5/12, and titled, "(1)
Grading and Drainage Plan, sheet C3.1 and (2) Site and Utility Plan, sheet C1.1".) PEC has no objection, insofar as its
rights are concerned, for the installation andimaintenance of the subject encroachments within the transmission right-
of-way strip upon the following terms and conditions:
1. The storm drain line will be installed without grade change within the PEC easement area and there will be no
aboveground facilities associated with the installation.
2. All underground facilities must be capable of bearing the weight of PEC maintenance vehicles.
3. OSHA minimum equipment safe working distances shall be maintained between line conductors and,any
construction equipment operating within the limits of the right-of-way.
4. Construction activities shall not interfere with PEC's ability to access its facilities at all times.
5. PEC reserves the paramount right, at all Wines, to make use of the entire easement area for the construction,
maintenance, reconstruction, and operation of the electric lines.
6. PEC will use reasonable care to avoid any damage to said encroachments during construction, maintenance,
operation and removal of its transmission line. but PEC will not be liable for any damage that might occur during
the performance of these activities.
If you have questions or if I can be of further assistance please email or call me at [phone].
Harold Wagner
Contract Land Agent

Patterson, Robert
From:
Lowther, Brian
Sent:
Wednesday, October 17, 2012 12:33 PM
To:
danny.howell@bnkimc,com
Cc:
Patterson, Robert
Subject:
Add info for SW5120802 - Infrastructure Technology Services
Danny,
We have received the additional information requested for this project and all the issues are addressed except we need
written documentation of the agreement with the adjacent land owner, Hampton Downs and Progress Energy.
I am changing positions and Robert Patterson will be finishing this review. Please provide this information directly to
him: robert,Patterson @ncdenr.Rov
Brian
Brian C 1,owther, PE
l:nvironnienlal Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
[phone]
brian.lowther n,ncdenr.y
htipl/portal.ncdenr.org/,A,eb/wq/m,s/su
E-mail correspondence to and from this address ma,v be subject to the North Carolina Public Records taw and may be disclosed to
third parties unless the content is exempt by statute or other regulation.

Patterson, Robert
From: Lowther, Brian
Sent: Monday, October 22, 2012 1:58 PM
To: Patterson, Robert
Subject: FW; Landuse Agreement, Wolfpack Lane
one of the projects I gave you....,..
From: Jason Deane [e-mail]]
Sent: Monday, October 22, 2012 9:30 AM
To: Lowther, Brian
Cc: Danny Howell
Subject: Landuse Agreement, Wolfpack Lane
Brian,
Good morning, Danny Howell was following up on the land use agreement for our stormwater pond
located off of Wolfpack Lane in Youngsville and I told him 1 would e-mail you a quick update. The
agreement has been written and is currently in the progress of being signed. The land owners are a
b.other a..,, s,s�er any, or,e ,s ,�.,a� aru ,1 other lives �n� Ada. It is y:.I be s,yred and
iu
notarized here locally and then it will be sent to Florida for signatures and returned. As soon as we
have it back, we will forward you a copy. Will that be alright with you? Thanks Brian.
Jason Deane, El
Infrastructure Technology Services
Project Manager/Estimator
(0) 919-792-3766
(F) 919-554-9076-
1

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
919/851-4422 FAX [phone] www.bnkinc.com
October 5, 2012
NCDENR — Division of Water Quality
Wetlands and Stormwater Branch
512 N. Salisbury Street
Raleigh, NC 27604
Attn: Mr. Brian Lowther, Environmental Engineer
Project Name: Infrastructure Technology Services, Franklin County
Stormwater Project No.: SW5120802
Dear Brian:
As Engineers of Record, Bass, Nixon & Kennedy offers the following responses to your
Stormwater Management Permit Application review comments for the above referenced
project:
1. On the application, the amount of proposed impervious area is larger than the onsite
drainage area. Does this value also include the off -site impervious? If so, please
correct the application. You are correct the impervious number listed accounts
for both on -site and off -site impervious areas, I added both areas to table for
clarification. We are treating 56,192-sf of off -site impervious from adjacent
parcel to the west, PIN: 1853-04-0661, which when the adjacent parcel to the
south, PIN: 1853-04-2350, develops can bypass stormwater runoff and will
only be responsible for treating any impervious in excess of the 56,192-sf of
impervious area.
2. Please provide the seasonal high water table (SHWT) elevation on the supplement
form. Provided SHWT of 402.5 per soils report which is 7.5' deep at the 410
contour.
3. Please provide outlet protection for the offsite bypass drainage pipe. Added rip -rap
apron and updated rip -rap schedule.
4. Please provide more information about the property where the wet detention basin is
located. The plans indicated there will be a maintenance and access easement but
who is the property owner. The adjacent property owner, Hampton Downs, is
also who we bought our property from and have coordinated the BMP
maintenance and access easement with the owner and Progress Energy
Carolinas.
If you have additional questions, please advise. \ACAROf'''%
�"i�ssr
p �,
Very truly yours, 2Q�°
Bass, Nixon & Kennedy, Inc. SEAL
',off 029993
0000k
Danny L. Howell, Jr., PE

Ar*1A
NCDENR
North Carolina Department of Environment and Natural
Beverly Eaves Perdue
Governor
Mr. Danny Howell, Jr.
Bass, Nixon & Kennedv, Inc.
6310-250 Chapel Hill Rd.
Raleigh, NC 27607
Dear Mr. Howell:
Division of Water Quality
Charles Wakild, PE
Director
September 14, 2012
Resources
Subject: Request for Additional Information
Stormwater Project No. SW5120802
Infrastructure Technology Services
Franklin County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application and
additional information for the subject project on September 12, 2012. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the stornnvater
review:
On the application, the amount ol' proposed irnpq.rvious area is larger than the onsite drainage area. Does
this value also include the off -site impervious? If so, please correct the application.
Please provide the seasonal high water table (SHWT) elevation on the supplement form.
Please provide outlet protection for the offsite bypass drainage pipe.
Please provide more information about the property where the wet detention basin is located. The plans
indicated there will be a maintenance and access easement but who is the property owner?
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 October 5, 2012, or the application will be returned as
incomplete. The return ol'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.
Please reference the State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone].
Sincerely,
li
Brian Lowther
Environmental Engineer
cc: Raleigh Regional Office
SW5120802 Pile
Edward Keever, Infrastructure Technology Services -
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NonhCarolina
Location: 512 N Salisbury St. Raleigh, North ¢arolina 27604
Phone: 919$07-6300 k FAk 919-807-6494 ;Vatumllry
Internet: www.ncwaterquality.org
An Fnual nrnrrtunily I Affirmiliva Arlinn Fmnlnvar

BUDGET COURIER SERVICE, INC.
10
M ! 905-D 5TH AVENUE
�vtiZtµ� GARNER, N.C. 27529 Date
[phone]
License No. C-1634
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Com an Name JY . ' ` '\ .V U ��� LIJG Com�an Name
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SAME DAY �+n�j 63_) � 011000
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TOTAL CHARGES' Orr - 5 211
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No. of Pieces
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BILLTO: Shipper (PRINT NAME)
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❑Third Party X 9pS1F'T2,`T tJ, P/t'TTiE4. >C%A✓ _ TIME; ��%•��3
`Budget Courier Service, Inc. Insures all shipments for loss or damage to actual value (limit $100.00). ! 01 51, Z
Shipper will be responsible for shipment valued in excess of $100.00, unless prior arrangements have been made.

BASS, NIXON & KENNEDY, INC_
CONSULTING ENGINEERS
®F06310 CHAPEL HILL ROAD, STE, 250, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
®❑3319 HERITAGE TRADE DRIVE, WAKE FOREST, NC 27587
TEL: [phone], FAX: [phone]
To NCDENR - Division of Water Quality
Wetland and Stormwater Branch
SMP Application
Archdale Building - 9th Floor
512 N Salisbury Street
Raleigh, NC 27602 [phone]
WE ARE SENDING YOU
Shop drawings
Copy of letter
W1Attached ❑ Under separate cover via
Prints Plans
Change order
112CTUI2n O[� Ll b 8 LJVMLJUMI
October 4, 2012
JOB . 03-12021000
ATTENTION
Brian Lowther
RE: Infrastructure Technology Services
" SMP Submittal
Project ID: Franklin Co (SW5120802)
Submittal Number: 2
the following items:
ElSamples ❑ Specifications
COPIES
DESCRIPTION
2
Plan Sets
1
Response Letter
1
DWQ Comment Letter
1
Revised Wet Detention Basin Supplement
1
Revised Page 4 of 7 of SMP Application
THESE ARE TRANSMITTED as checked below
W1For approval
❑ For your use
11 As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS:
❑ Approved as submitted
❑ Resubmit copies for approval
Approved as noted
❑ Submit copies for distribution
Returned for corrections
Return corrected prints
SIGNATURE
20 ❑ PRINTS RETURNED AFTER LOAN TO US
The following package is a re -submittal for SMP application approval r (�
1J L5
OCT 2012
Thanks
WENR.,.WA N. Q1AlITYH-a.
Copy to
SIGNED:
Danny Howell, PE

BUDGET COURIER SERVICE, INC.
PvE MoKEV 905-D 5I'H AVENUE
���ztwE GARNER, N.C. 27529
[phone]
LL License No. C-1634
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Date
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Com an Name tf✓ �- { `t'1 —� 5 o t v- %-`"'�c� Company Name
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State Zip Code
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Job # or Description
SAME DAY 0� yl C� C 0 _ /� L j Q� a
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`Budget Courier Service, Inc. Insures all shipments for loss_or damage to actual value (limit $1.00.00).
Shipper will be responsible for shipment valued in excess of $100.00, unless prior arrangements have been made

r
BUDGET COURIER SERVICE, INC.
000 905-D 5"1TH AVENUE
GARNER, N.C. 27529 Date f
(919) 779!3320
License No. C-1634
To: } NOrn�w�r�Prn:�' From:r
Corn any Name V� Company Name A 1 `�
Contact i F to t't i Contact r I n 11 u i 10w C-1 Pk-
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city State Zip Code City State Zip Code
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BILLTO: Shipper (PRINT NAME)
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[]Shipper X TIME: l«l
[]Consignee Received by (PRINT NAME)
❑Third Party X TIME:�'QXL...�..•
'Budget Courier Service, Inc. Insures all shipments for loss or damage to actual value (limit $100.00).
Shipper will be responsible for shipment valued In excess of $100.00, unless prior arrangements have been made.

0BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
ff]W]63 10 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
[:][:]3:319 HERITAGE TRADE DRIVE, WAKE FOREST, NC 27587
TEL: [phone], FAX: [phone]
To NCDENR - Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
Archdale Building - 9th Floor
512 N Salisbury Street
Raleigh, NC 27602 [phone]
dIET[Ea @IF U d e MIMOTMa
Aug 30, 2012 jJ1111'
03-12021000
ENTIOt
Brian Lowther
Infrastructure Technology Services
u SMP Submittal
Project ID: Franklin-3/5-1
Submittal Number: 1
WE ARE SENDING YOU m Attached ❑ Under separate cover via the following items:
❑ Shop drawings Prints Plans Samples Specifications
❑ Copy of letter Change order
COPIES DESCRIPTION
1 Plan Set (Additional)
A U F 3 0 21712 .%fly
ci .if
�J
iriY6r,C BIJ�Id1
THESE ARE TRANSMITTED as checked below
mFor approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
❑ As requested Returned for corrections Return corrected prints
For review and comment SIGNATURE
FOR BIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US
REMARKS:
The following plan set is to be added to previous submittal. The owner will drop off the $505 check
sometime today. Thanks and I apologize for the confusion.
Copy to:
iT
SIGNED:
Danny Howell, PE
1f enclosures are not as noted, please notify us of once.
•

BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
®W]6310 CHAPEL HILL ROAD, STE. 250, RALEIGH, NC 27607
TEL: [phone], FAX: [phone]
[;]F33119 HERITAGE TRADE DRIVE, WAKE FOREST, NC 27587
TEL: [phone], FAX: [phone]
To NCDENR - Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
Archdale Building - 9th Floor
512 N Salisbury Street
Raleigh, NC 27602 [phone]
WE ARE SENDING YOU
❑ Shop drawings
Copy of letter
21 Attached ❑ Under separate cover via
Prints Plans
Change order
L7IEU U M OF LJU�I.h.AJ��C.rti]I
Aug 28, 2012
1108110.03-12021000
ATFE—Nrldt-,
Brian Lowther
Infrastructure Technology Services
SMP Submittal
Project ID: Franklin-3/5-1
Submittal Number: 1
the following items:
Samples ❑ Specifications
COPIES
DESCRIPTION
1
Plan Set
1
SMP ApplicationLEUL9MV14 IN
1
Stormwater Calculations (incl. Soils Report)
1
Checklist H 16 Z 1
? 0l2
1
Wet Detention O & M Manual1ve ,
e �, ate sr�stCh
THESE ARE TRANSMITTED as checked below
mFor approval
For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS:
Approved as submitted Resubmit copies for approval
Approved as noted Submit copies for distribution
Returned for corrections Retum corrected prints
SIGNATURE
20 PRINTS RETURNED AFTER LOAN TO US
The following package is being submitted for State Stormwater Permit. We apologize for the delayed
submittal, however we had to work with adjacent properties to obtain approvals for off -site wet detention
basin. The wet detention basin shall be provided to treat 85% TSS removal for the proposed improvements
on our tract as well as any future improvements to the property directly to our south. We over -treated by
treating runoff from existing All -Pro site that my client currently own as well. We bypassed the off -site runoff
from the south via storm drain system. Please let me know if you have any questions.
Copy to:
SIGNED:
Danny Howell, PE
!f enclosures are nol as noted, please notify us at once.

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
® 6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
® 919/851-4422 ® FAX [phone] [e-mail]
aft
TV"RMWATER CALCULATIONS
UNFRASVRUCTURE TECHNOLOGY SERVOCES
WGUPACK LANE
YOUNGSVILLE9 NORTH CAR®LONA
o
SEA
1^1
g 029993 g A
�oa UG � � f f LJ
nD4�°c�;il7t°�'°°\ 1pbO
PREPARED BY
DANNY L. HOWELL, JRe9 ICE
BASS9 NIXON & KENNE®V9 9NCo
AUGUST 139 2012

9 4 .,VT`:.`j! I 12 1,
I ,
10-YEAR PIPE SIZONC
RIP -RAP -APRON CALCULATIONS
infrastucture Technolgy Services
0811312012

10-Year Design Storm
Inlet No.
U
inlet No.
Dn
Drainage
Area ac
I Total
Area ac
Runoff
Coeff
iSys
inlhr
Total
Flow cfs
Rim
U
Invert
U
Invert
Dn
Pipe
Length ft
Pipe
Dia in
Material
Pipe
Sloe %
MHIJB 10
FES 9
9.64
9.64
0.64
7.21
44.50
408.75
401.80
401.50
58.71
36
hdpe
0.51
Al l
At 6
2.10
2.10
0.85
7.21
12.88
436.70
433.70
431.94
250.80
24
hdpe
0.70
At 6
FES 5
4.56
6.66
0.85
6.92
39.17
435.70
431.84
426.50
231.80
36
hdpe
2.30
AI 4
MHIJB 3
4.54
4.54
0.85
7.21
27.84
430.00
426.90
425.28
232.00
24
hdpe
0.70
MHIJB 3
At 2
0.00
4.54
0.00
7.08
27.34
431.41
425.18
423.55
233.53
30
hdpe
0.70
At 2
FES 1
1.38
5.92
0.85
6.88
34.63
428.50
421.14
418.90
224.23
30
hdpe
1.00
10-Year Hydraulic Grade Line Information
Inlet No.
Up
Inlet No.
Dn
HGL
U ft
HGL
Dn ft
Vel
Dn (fps)
MHIJB 10
FES 9
429.31
428.96
6.30
Al
At
434.99
433.84
4.18
At 6
FES 5
433.84
428.50
7.83
Al 4
MHIJB 3
432.58
427.90
8.86
MHIJB 3
AI 2
427.83
426.44
5.57
Al 2
FES 1
425.95
1 423.82
7.06
Infrastucture Technology Services
Storm Schedule
08/13/12

Structure
da
ft
Velocity
(fps)
Length
ft
Width I
ft
Depth
in
Type
d$o
FES 1
2.50
6.3
15
8
22
Class 'B'
6" - 13"
FES 5
3.00
7.8
18
9
22
Class 'B'
6" - 13"
FES 9
3.00
7.1
18
9
22
Class 'B'
6" - 13"
Infrastructure Technology Services
Rip -Rap Aprons
08/13/12

NARRATIVE
WET DETENTION BASON SUPPLEMENT
WATER QUALITY RETENTION {CALCULATIONS/SOZING
Infrastucture Technoigy Services
0811312012

Permit No.
{to be provided by D WO)
AR*Aa
02 OG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, fitted out and submitted along Ivith all of the required information.
h PROJECT INFORMATION
Project name Infrastructure Technology Services
Contact person Danny Howell, PE
Phone number 919-851.4422
Date 818/2012
Drainage area number 1
ll. DESIGN INFORMATION
Site Characteristics
Drainage area
419,918 ft'
Impervious area, post -development
241,322 ft
%Impervious
57.47 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required 19,849 ft3
Volume provided 42,905 ft3
Storage Volume: SA Waters
1 S' runoff volume ft3
Pre -development 1-yr, 24-hr runoff ft,
Post -development 1-yr, 24-fir runoff ft'
Minimum volume required ft3
Volume provided ft,
OK, volume provided is equal to or in excess of volume required.
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
(unitless)
Rainfall intensity: 1 -yr, 24-hr storm
Whr
Pre -development 1-yr, 24-hr peak Flow
ft3lsec
Post -development 1-yr, 24-hr peak flow
ft3lsec
Pre/Post 1-yr, 24-hr peak flow control
ft3lsec
Elevations
Temporary pool elevation
408.73 fmsl
Permanent pool elevation
407.50 fmsl
SHWT elevation (approx, at the perm. pool elevation)
fmsl
Top of 10ft vegetated shelf elevation
408.00 fmsl
Bottom of loft vegetated shelf elevation
407.00 fmsl
Sediment cleanout, top elevation (bottom of pond)
403.00 fmsl
Sediment cleanout, bottom elevation
402.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
408.7 fmsl OK
Form SW401-Wet Detention Basin-Rev.9-4118r12 Parts I. & II. Design Summary, Page 1 of 2

Permit
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
17,290 fe
Area REQUIRED, permanent pool
13,773 ft'
SA/DA ratio
3.28 (unitless)
Area PROVIDED, permanent pool, Apwn_po,
13,800 fe
OK
Area, bottom of 1 Oft vegetated shelf, AbLow
11,320 ft
Area, sediment cfeanout, tap elevation (bottom of pond), A,,,_,r,d
5,030 ft2
Volumes
Volume, temporary pool
19,849 ft3
Volume, permanent pool, Vp,, _pw
42,905 ft3
Volume, forebay (sum of forebays if more than one forebay)
7,050 ft3
Forebay % of permanent pool voiume
16.4% %
SAM Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
N (Y of N)
MountainlPiedmont SAlDA Table Used?
Y (Y or N)
SAIDA ratio
328 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V,-_,,,
42,905 ft3
Area provided, permanent pool, A,,,,,,_,
13,800 its
Average depth calculated
3,34 ft
OK
Average depth used in SAlDA, d. (Round to nearest 0.5ft)
3.3 ft
OK
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pod, Ap,,,,p,
13,800 fF
Area, bottom of 1 Oft vegetated shelf, At,,_,,,,
11,320 f?
Area, sedimentdeanoul, top elevation (bottom of pond), A,,,,„d
5,030 W
"Depth" (distance blw bottom of 1Oft shelf and top of sediment)
4 00 ft
Average depth calculated
3,34 ft
OK
Average depth used in SAlDA, d., (Round to down to nearest 0.5ft)
3.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.50 in
Area of orifico (if -non -circular)
in'
Coefficient of discharge (CO)
0.60 (unitless)
Driving head (Ho)
1.02 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
Osec
Post -development 1-yr, 24-hr peak Flaw
ft'lsec
Storage volume discharge rate (through discharge orifice or weir)
0.15 ft3/sec
Storage volume drawdown time
3.22 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of Flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.3 ft
OK
Vegetated filter provided?
N (Y of N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Y
(to be provided by DM)
Form Sw401-wet Detention Basin-Rev.94118/12 Paris I. & II. Design Summary, Page 2 of 2

Water Quality Retention Calculations
Project Name: ITS
Determine Surface Area Required for Permanent. Pool_
Drainage Area:
Impervious Area:
Percent Impervious:
Permanent Pool Elevation:
Volume:
Surface Area:
Hydraulic Depth:
SAIDA Required:
SAIDA Provided:
Forebay Volume Check:
Forebay Volume at Crest of Berm:
Permanent Pool Volume:
Forebay Volume % of Perm. Volume
9.64 ac
5.54 ac
57.5%
407.50 (4I2 way up vegetated shelf)
42,905 cf
13,800 sf
3.34 ft (Option 2 Calculation BMP Manual)
3.28%
3.29%
7,050 cf
42,905 cf
16A3%
Calculate the Volume Required to Treat the First Flush:
Rainfall to Treat:
1 in
Runoff Coefficient (R) = 0.05 + 0.009*(% Impervious)
Runoff Coefficient (R ): 0.57 in/in
Runoff Volume (V) = Rainfall * (R) * (Drainage Area)
Runoff Volume (V): 19,849 cf
Calculate the Depth Required for the Temporary Pool;_
Temporary Pool Volume (Required): 19,849 cf
Total Volume (Perm. + Temp.): 62,754 cf
Temporary Pool Elevation between: 408.00 and 409.00
Temporary Pool Elevation: 408.73
Temporary Pool Depth: 1.23 measured from Permanent Pool Elevation
Determine the Orifice Size for-2-5 Day_Drawdown of Temporary Pool:
Orifice Invert Elevation:
Temporary Pool Elevation:
Orifice Diameter:
407.50
408,73
2.50 in
Use the orifice equation to determine flow and drawdown time
Orifice Equation: Q = CA(2gh)05
Volume to Draw Down:
19,849 cf
Flow for 2-Day Drawdown:
0.11 cfs
Flow for 5-Day Drawdown:
0.05 cfs
C:
0.60
g:
32.20 fUS2
A:
0.03 sf
Number of Increments for Orifice Flow:
10 Increments
Depth of Temp. Pool from Top of Orifice:
1.02 ft

Incremental Orifice Flow Drawdown Calculations
For Temp Pool above top of orifice (Equations III-13, Malcom):
Index:
Avg Driving Head (ft)
Q (from
Orifice E)
Drawdown Time
(s)
Drawdown
Time (Days)
0
1,0230
0.1660
9,929.81
0.1149
1
0.9209
0.1575
10,465.76
0.1211
2
0.8188
0.1485
11, 099.06
0.1285
3
0.7168
0.1390
11,863.25
0.1373
4
0.6147
0.1287
12,810.69
0.1483
5
0.5126
0.1175
14,028.69
0,1624
6
0.4105
0,1052
15,676.64
0.1814
71
0.30841
0,09111
18,086-631
0.2093
8
0, 2063
0.0745
22,114.44
0.2560
9
0,1042
0.0530
1
31,118.84
0.3602
Total
1.8194
For Teme Pool below top of orifice E uations III-13, Malcom :
Index:
Avg Driving Head (ft)
Q (Malcom
• III-13)
Drawdown Time
s
Drawdown
Time (Days)
0
0,2083
0.0531
31697.95
0.3669
1
0.1042
0.0188
89655.35
1.0377
Total
1.4046
Drawdown Time: 3.22 days (OK - Drawdown is between 2 and 5 days)

OVERALL BASIN VOLUME
FOREBAY VOLUME CALCULATION

Table 10-3 Surface Area to Drainage Area Ratio for Permanent Pool Sizing to achieve 90% TSS Pollutant Removal Efficiency in the
Mountain and Piedmont Regions
Permanent Pool De
th feet
% Impervious
3.0
3.5
4.0
4.5
5.0
5.5
6.0
% Impervious
10%
0.90
0.80
0.80
0.70
0.60
0.60
0.50
10%
20%
1.50
1.30
1.10
1.00
1.00
0.90
0.90
20%
30%
1.90
1.80
1.70
1.50
1.40
1.40
1.30
30%
40%
2.50
2.30
2.00
1.90
1.80
1.70
1.60
40%
50%
3.00
2.80
2.50
2.30
2.00
1.90
1.90
50%
60%
3.50
3.20
2.80
2.70
2.50
2.40
2.20
60%
70%
4.00
3.70
3.30
3.10
2.80
2.70
2.50
70%
80%
4.50
4.10
3.80
3.10
3.30
3.00
2.80
80%
90%
5.00
4.50
4.00
3.80
3.50
3.30
3.00
90%
Source: NC DENR Stormwater Best Management Practices, July 2007 Edition (Updated)
Double Interpolation Routine:
50.0%
60.0%
50.0%
60.0%
57.5%
57.5%
SA/DA
@ Hyd Depth
@ Hyd Depth
@ Hyd Depth
@ Hyd Depth
@ Hyd Depth
@ Hyd Depth
@ Hyd Depth
Hyd. Depth % I mperv. 3.00
3.00
4.00
4.00
3.00
4.00
3.34
3.34 57.5% 3
3.5
2.8
3.2
3.37
3.10
3.28%

Average Depth Calculation
Project Name: ITS
Permanent Pool Elevation!
Surface Area at Perm. Pool:
Volume at Perm. Pool:
Elevation of Bottom of Shelf:
Elevation of Top of Shelf:
Surface Area at Bottom Shelf:
Surface Area at Top Shelf:
Area at Bottom of Pond:
Depth (from bottom of shelf to pond bottom)
Hydraulic Depth:
407.50 (112 way up vegetated shelf)
13,800 sf
42,905 cf
407.00
408.00
11,320
16,090
5,030
4.00
3.34 ft (Option 2 Calculation BMP Manual)

DRAINAGE AREA MAP
SOILS REPORT
Infrastucture Technolgy Services
0611312012

I
I
I
I
0
2.38 AC
1
0.87 AC
0.42 AC l 1.38 AC
1.34 AC
4.25 AC
4.54 AC
\ ` 2.10 AC \
4.56 AC \
DRAINAGE AREA MAP
SCALE: NTS

Soil & Environmental Consultants, PA
11010 Rarer Ridge Road • Raleigh, North Camhu 27614 • Plane: [phone] • Fax: [phone]
wwwSmldEC.com
May 8, 2012
Job # 11863.S1
Infrastructure Technology Services
Attn: Mr. Jason Deane, EI,
3041 Berh Way, Suite 102
Raleigh, NC 27614
Re: Preliminary Soil Evaluation on the BMP Site located in Youngsville, Franklin County, NC.
Dear Mr. Deane:
Soil & Environmental Consultants, PA (S&EC) recorded a soil profile description within the
vicinity of a proposed storm water BMP site on the site mentioned above. As indicated on the
attached map, a soil morphological profile description was performed to approximately 7.5 feet
in depth at this location. The purpose of this evaluation was to provide additional information
for the proper design of the potential storm water BMP and to determine the seasonal high water
table at this location. The following is a brief report of the methods utilized in this evaluation
and the results obtained.
SotlJSite Evaluation Methodolowy
The site evaluation was performed by advancing an auger boring to a depth of 7.5 feet below
land surface within the area of the proposed storm water BMP location (see attached map
provided by client). Soil morphological conditions were described at this location using standard
techniques outlined in the "Field Book for Describing and Sampling Soils" published by the
Natural Resources Conservation Service (NRCS, 2002). A detailed soil profile description of the
soil boring is included in Attachment L.
Soil/Site Conditions
This site is located in the Piedmont geological region of Franklin County, NC. Field
observations revealed that the soil at the boring (13-1) location is most similar to the Pacolet Soil
Series. The Pacolet soils (Fine, kaolinitic, thermic Typic Kanhapludults) are classified as being
well drained with a non -expansive clay to sandy clay loam textured layer in the subsoil. The
lower soils are a sandy loam texture of the soil/saprolite parent material. At this soil boring
location, we did not observe a seasonal high water table within 7 ft from land surface. At 7.5 ft
below land surface we did encounter soil colors that would indicate a perching of the shallow
groundwater just above the denser saprolite parent material. However we did not encounter an
apparent water table in this borehole within a depth of 7.5 ft. The area of the proposed BMP site
is heavily wooded and access was limited. S&EC's evaluation is only in the vicinity of the soil
boring Iocation. If additional soil borings are needed, then this will require access to be provided
into those areas.
S&EC Contact Name Don wells
Project Number 11863.S1
Project Name Wolf Pack Lgne Date 05a/12

The NRCS soil profile description information for this soil series encountered is included in
Attachment 2 of this letter report. Please keep in mind that this soil description is NOT the
description for this specific site, but rather the general pedon description provided by NRCS for
that soil series.
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we look
forward to assisting in the successful completion of the project. Please feel free to call with any
questions or comments.
Sincerely,
Sni.
roental Consultants, PA
(llye-" '
Don Wells
NC Licensed Soil Scientist #1099
S&EC Contact Name Don wells
Project Number 1180.S1
Project Name wolf Pack Lane Soil & Environmental Consultants, PA
Date 1745 /12

Attachment 1.
Soil Boring Profile Description
BMP Site, B-1
Horko &.
Teliture; &
Miunseil,Color !'
,_Notes.
De th.
.;Structure:
I'
A
Sandy Loam
7.5 YR 3/2
Top Soil
0-2in
Bt
Clay
2.5 YR 4/6
Well Drained Soil
2 — 38 in
Sub Angular Blocky
BC
Sandy Clay Loam
5 YR. 4/6
38 'in — 72 in
Angular Blocky
10 YR 6/8
C 1
Clay Loam
7.5 YR 6/8
72 in — 90 in
To
2.5 YR 4/6
Sandy Loam
10 YR 7/4
10 YR 7/2
Seasonal High
Water Table
Indicators @
90 inches (7.5 ft)
No Apparent
Water Table
Observed
S&EC Contact Name Don A h
Project Number 11863.Sl
Project Name Wol( Pack L$s Soil & Environmental Consultants, PA
Date 0517112^

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Attachment 2.
General Soil Series Description
Established Series
Rev. ECH-DJD;DTA
08/2008
PACOLET SERIES
The Pacolet series consists of very deep, well drained, moderately permeable soils that formed in
residuum weathered mostly from felsic igneous and metamorphic rocks of the Piedmont uplands.
Slopes commonly are 15 to 25 percent but range from 2 to 60 percent.
TAXONOMIC CLASS: Fine, kaolinitic, thermic Typic Kanhapludults
TYPICAL PEDON: Pacolet sandy loam - forested. (Colors are for moist soil.)
A- 0 to 3 inches; brown (7.5YR 514) sandy loam; few fine distinct yellowish red (5YR 5/8)
mottles; moderate medium granular structure; friable; many fine and medium roots; strongly
acid; clear wavy boundary. (1 to 12 inches thick)
Bt1--3 to 23 inches; red (2.5YR 4/6) clay; moderate medium subangular blocky structure; firm,
slightly sticky; common distinct clay films on faces of peds; common fine and medium roots;
common very fine pores; moderately acid; gradual wavy boundary.
Bt2--23 to 29 inches; red (2.5YR 4/6) clay; common fine prominent reddish yellow (7.5YR 7/8)
mottles; moderate medium subangular blocky structure; firm, slightly sticky; common distinct
clay films on faces of peds; common very fine pores; few fine flakes of mica; moderately acid;
gradual wavy boundary. (Combined thickness of the Bt horizon is 12 to 26 inches)
BC--29 to 37 inches; red (2.5YR 4/6) clay loam; many medium prominent reddish yellow
(7.5YR 7/8) mottles; weak medium subangular blocky structure; friable; few fine flakes of mica;
strongly acid; gradual wavy boundary. (3 to 15 inches thick)
C1--37 to 52 inches; mottled red (2.5YR 4/6) and reddish yellow (7.5YR 7/8) clay loam
saprolitc; massive; friable; thin discontinuous distinct clay seams in cracks; few fine; flakes of
mica; strongly acid; gradual wavy boundary. (10 to 20 inches thick)
C2--52 to 80 inches; light yellowish brown (IOYR 6/4) loam saprolite; common medium
prominent red (2.5YR 4/6) and strong brown (7.5YR 5/8) mottles; massive; friable; strongly
acid.
TYPE LOCATION: Chester County, South Carolina; 3.4 miles south of Chester in Chester
County; 1.3 miles south of junction of State Highways 16 and 350; 3,700 feet northeast of
junction of State Highways 16 and 171; 0.9 mile northeast of junction of unpaved State Highway
394 and unmarked county road and unpaved private road leading north; 35 feet northeast of
unpaved private road.
S&EC Contact Name Don Wells Date 05J7/12
Project Number I1863.SI
Project Name Wolf Pack Lane Soil & EnvironmenWl Consultants, PA

RANGE IN CHARACTERISTICS: The Bt horizon is at least 10 to 24 inches thick and
extends to a depth of 18 to 30 inches. Depth to a lithic contact is more than 60 inches. The soil is
very strongly acid to slightly acid in the A horizon, and very strongly acid to moderately acid
throughout the rest of the profile. Content of rock fragments, dominantly gravel, ranges from 0 to
35 percent in the A and E horizons, and 0 to 15 percent in the Bt horizon. Most pedons have few
to common flakes of mica in the solum, and few to many in the C horizon.
The A horizon has hue of 5YR to l OYR, value of 3 to 5, and chroma of 1 to 6. In eroded areas,
hue ranges to 2.5YR and chroma ranges to S. The A horizon commonly is sandy loam, but
ranges to loamy coarse sand, loamy sand, fine sandy loam or loam in the fine -earth fraction. In
eroded areas, it is clay loam or sandy clay loam in the fine -earth fraction.
The E horizon, where present, has hue of 5YR to 1 OYR, value of to 6, and chroma of 3 to 8. It
commonly is sandy loam, but ranges to loamy coarse sand, loamy sand, fine sandy loam, loam in
the fine -earth fraction.
The BA or BE horizon, where present, and the upper part of the Bt in most pedons, has hue of
2.5YR to 1 OYR, value of 4 to 6, and chroma of 3 to 8. It is clay loam, sandy clay loam, or loam.
The Bt horizon has hue of 1 OR or 2.5YR, value of 4 or 5, and chroma of 6 or 8. Mottles in shades
of red, yellow, or brown are in the upper part of the Bt horizon, in some pedons and in the lower
part of the Bt horizon in most pedons. Texture is clay, sandy clay, or clay loam.
The BC horizon has hue of 1 OR to 5YR, value of 4 or 5, and chroma of 6 or 8 commonly with
mottles in shades of red, yellow, or brown. The BC horizon of some pedons is mottled in shades
of red, yellow, or brown. It is clay loam, sandy clay loam, loam, or sandy Ioam.
The C horizon has hue of 1 OR to 1 OYR, value of 4 or 5, and chroma of 3 to 8 commonly with
mottles in shades of red, yellow, or brown or is multicolored. Texture is loamy saprolite
weathered from felsic crystalline rock.
COMPETING SERIES: These are the Appling, Bethlehem, Cecil, Gco�rgev_ille, Herndon,
Lloyd, Madison, Nanford, Nankin, Saw, Tarrus, and Wedowee series. Appling and Cecil soils
have a thicker clayey Bt horizon. Bethlehem soils have a paralithic contact within 20 to 40
inches of the surface. Georgeville, Herndon, Nanford, and Tarrus soils formed from Carolina
slate and have more than 30 percent silt. Lloyd soils have value of 3 in at least part of the Bt
horizon. Madison soils contain more mica. Nankin soils formed from marine sediments. Saw
soils have a lithic contact within 20 to 40 inches of the surface. Wedowee soils have Bt horizons
with hue of 5YR or yellower.
GEOGRAPHIC SETTING: Pacolet soils are on gently sloping to very steep Piedmont uplands.
Slopes commonly are 15 to 25 percent but range from 2 to 60 percent. The soils formed in
material weathered mostly from felsic igneous and metamorphic rocks. The mean annual
temperature ranges from 59 to 66 degrees F, the frost -free season ranges from 190 to 240 days,
and the mean annual precipitation ranges from 37 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the competing Appling,
Bethlehem, Cecil, Lloyd, Madison, Saw, and Wedowee series, these are the Cataula, Lockhart,
Louisbure, Rion, and Wateree series. Cataula soils have a perched water table at 2 to 4 feet.
S&EC Contact Name non Wells Date 05/7/12
Project Number 11863.S1
Project Name Wolf Pick Lane Soil & Environmental Consultants, PA

Lockhart soils have more than 35 percent rock fragments in the particle -size control section.
Louisburg, Rion, and Wateree soils have less than 35 percent clay in the particle -size control
section.
DRAINAGE AND PERMEABILITY: Well drained; runoff is medium to rapid; permeability
is moderate.
USE AND VEGETATION: Most areas are in forests of pine and mixed hardwoods. Cleared
areas are used for small grain, hay, and pasture.
DISTRIBUTION AND EXTENT: Tlie Piedmont of Alabama, Georgia, North Carolina, South
Carolina, and Virginia. The series is of large extent
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North
Carolina
SERIES ESTABLISHED: Catawba County, North Carolina, 1969.
REMARKS: The December 1987 revision recognized the low activity clay property of this soil
and reclassification to Kanhapludults. Pacolet soils were formerly mapped as a thin solum phase
of the Cecil series.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface of the soil to a depth of 3 inches (A horizon).
Argillic and .Kandic horizon - the zone from 3 to 29 inches below the surface (Ltl and Bt2
horizons).
MLRA=136
ADDITIONAL DATA:
TABULAR SERIES DATA:
S01-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
SCOW 5 PACOLET 2-60 59-66 190-240 37-60 200-900
SC0107 PACOLET 2-60 59-66 190-240 37-60 200-900
S0I-5 F1oodL FloodH Watertable Kind Months Bedrock Hardness
SCO015 NONE >6.0 - >60
SC0107 NONE 76.0 - >60
S0I-5 Depth Texture
3-Inch
No-10
Clay%
-CEC-
SCO015 0-3 SL FSL L
0-2
80-100
8-20
4-7
SCO015 0-3 CL SCL
0-1
90-100
20-35
4-10
SCO015 0-3 LS LCOS
0-3
70-100
4-15
2-5
S&EC Contact Name M13 Wells
Date M2112
Project Number 11863.51
Project Name Wolf Pack Lane
Soil & Environmental Consultants, PA

SCO015
3-29
SC
CL C
0-1
80-100
35-65
6-18
SC0015
29-52
CL
SCL SL
0--2
70-100
15-30
5-12
SC0015
52-80
SL
FSL L
0-2
70-100
10-25
4-10
SCO107
0-3
GR-LS GR-LCOS
0-3
65-SS
4-15
2-5
SCO107
0-3
GR-SL GR-FSL
0-3
70-85
8-20
4-7
SCO107
0-3
GR-CL GR-SCL
0-3
70-90
27-35
4-10
SCO107
3-29
SC CL C
0-1
80-100
35-65
6-18
SCO107
29-52
CL SCL SL
0-2
70-100
15-30
5-12
SCO107
52-80
SL FSL L
0-2
70-100
10-25
4-10
SOT-5
Depth
-pH-
O.M.•
Salin
Pentteab
Shnk-Swll
SCO015
0-3
4.5-6.5
.5-2.
0-0
2.0-6.0
LOW
SCO015
0-3
4.5-6.5
.5-1.
0-0
0.6-2.0
LOW
SC0015
0-3
4.5-6.5
.5-2.
0-0
2.0-6.0
LOW
SCO015
3-29
4.5-6.0
0.-.5
0-0
0.6-2.0
LOW
SCO015
29-52
4.5-6.0
0.-.5
0-0
0.6-2.0
LOW
SCO015
52-80
4.5-6.0
0.-.5
0-0
0.6-2.0
LOW
SCO107
0-3
4.5-6.5
.5-2.
-
2.0-6.0
LOW
SCO107
0-3
4.5-6.5
.5-2.
0-0
2.0-6.0
LOW
SCO107
0-3
4.5-6.0
.5-2.
0-0
0.6-2.0
LOW
SCO107
3-29
4.5-6.0
0.-15
0-0
0.6-2.0
LOW
SCO107
29-52
4.5-6.0
0.-.5
0-0
0.6-2.0
LOW
SCO107
52-80
4.5-6.0
0.-.5
0-0
0.6-2.0
LOW
S&EC Contact Name Don Wells Date 05/7112
Project Number 11863.S1
Project Name Wolf Pack Lane Sail & Environmental Consultants, PA

National Cooperative Soil Survey
U.S.A.
5&EC Contact Name Don Wells
Project Number 11863,S1
Project Name Wolf Eftt Lane Soil & Environmental Consultants, PA
Date t1517112