SW6170901 - Oak Hill Living Center (3)

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 . Phone: [phone] o Fax: [phone]
sandec.com
July 11, 2017
Job # 13232.S1
Bobbit Design -Build
Attn: Blair Pittman
600 Germantown Road
Raleigh, NC 27607
Re: Detailed soils evaluation for the proposed stormwater BMP at the Oak Hill Living
Facility at 9767 NC Hwy 210, Angier, NC
Dear Mr. Pittman:
Soil & Environmental Consultants, PA (S&EC) performed detailed soil borings within the
vicinity of the proposed stormwater BMP to provide applicable soil morphological data for
the proper design of the proposed bioretention basin. Soil morphological profile descriptions
were performed to determine depth to seasonal high water table (SHWT). The following is a
brief report of the methods utilized in this evaluation and the results obtained.
Soil/Site Evaluation Methodology
SEP - 5 2017
The site evaluation was performed by advancing soil borings to a depth of 11 feet from top of
existing ground. Soil morphological conditions were described at this location using standard
techniques outlined in the "Field Book for Describing and Sampling Soils, Version 3"
published by the Natural Resources Conservation Service (MRCS, 2012).
Soil/Site Conditions
This site is located in the Coastal Plain region of North Carolina. According to the data
collected, depth to seasonal high water table (SHWT) was observed at 47 inches from top of
ground at soil boring location B-4 denoted on the attached vicinity map. These indicators
were prominent throughout the soil profile to 11 feet in depth.
A representative soil profile description is listed below.
Depth
Soil
Color
Texture
Structure
Mottles
Other
from Soil
Horizon
Notes
Surface
0-13"
A
Brown
Sandy
Granular
-
-
Loam
13"-47"
Bt
Orange/Red
Sandy
Subangular I
- I
-

Each storm water device has different requirements with regard to in-situ soils. Under current
regulations, the bottom of any bioretention basin must be a minimum of two feet above the
seasonal high water table. Current NC-DWR regulations also stipulate that an underdrain
must be installed in a bioretention basin if soils underlying the structure have a drainage rate
of less than 2 in/hr. S&EC made no attempt to measure soil saturated hydraulic conductivity
(Ksat) in the underlying soil at this time but, due to the underlying clay horizons, S&EC
believes that the hydraulic conductivity would be less than 2 in/hr.
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. If requested, S&EC can meet
on-site with NC-DWR to discuss our findings. Please feel free to call with any questions or
comments.
Sincerely,
Soil & Environmental Co A
y�0 SOIL
Ricky Pontello
NC Licensed Soil
Page 2 of 2
Clay Loam
Block
47"-62"
BC
Orange/Red
Sandy
yellow,
SHWT
Clay Loam
Subangular
gray
@47
Blocky
inches
62-75"
C
Orange/Red
Sandy
gray,
-
Loam
yellow
75-132"
Orange/Red
Clay
Massive
Very
Yellow/
Plastic,
Gray
Very Firm,
Expansive
Clay
Each storm water device has different requirements with regard to in-situ soils. Under current
regulations, the bottom of any bioretention basin must be a minimum of two feet above the
seasonal high water table. Current NC-DWR regulations also stipulate that an underdrain
must be installed in a bioretention basin if soils underlying the structure have a drainage rate
of less than 2 in/hr. S&EC made no attempt to measure soil saturated hydraulic conductivity
(Ksat) in the underlying soil at this time but, due to the underlying clay horizons, S&EC
believes that the hydraulic conductivity would be less than 2 in/hr.
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. If requested, S&EC can meet
on-site with NC-DWR to discuss our findings. Please feel free to call with any questions or
comments.
Sincerely,
Soil & Environmental Co A
y�0 SOIL
Ricky Pontello
NC Licensed Soil
Page 2 of 2

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HARNETT COUNTY TAX ID#
Tax Lot No.
Verified by
by
Mail after recording to
ins instrument was preparea
Brief description for the Index
1111111111111
FAR REAII�TIS'OEIB OF DEEDS
n NO
Sp 19 111:47 M
BK:2132 KIWIS RUIN
IN R # 20im
CAROLINA GENERAL WARRANTY DEED
Recording Time, Book and Page
Parcel Identifier No. 0031620
County on the day of
River
THIS DEED made this /sT da f s [ .ao•.1,by and between
GRANTOR GRANTEE
Parker and Stephenson Partnershi JBS'S Company, LLC
A North Carolina General Parbrershi 11 West Main Street
111 West Main Street n, NC 27504
Benson, NC 27504
Enter In appropriate block for each party., name, ad aa, , if app priate, character of entity, e.q. corporation
or partnership.
The designation Grantor and Grantee as used herein shall in -C
shall include singular, plural, masculine, feminine or neu%-rr as
WITNESSETH, that the Grantor, for a valuable consideration
acknowledged, has and by these presents does grant, bargah
certain lot or parcel of land situated In the City of
Hameft a stmt County, North Carolina and more
SEE ATTACHED EXHIBIT "A' INCORPORATED HEREIN BY
parties, their heirs, successors, and assigns, and
ae, the receipt of which Is hereby
unto the Grantee in fee simple, all that
, Black River Township,
0

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p hereinabove described was acquired by Grantor by Instrument recorded in
A p sh ng the above described property Is recorded in Plat Book page
TO D TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
tee fee simple.
the ntor venants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
e e fee imple, that title is marketable and free and dear of all encumbrances, and that Grantor will warrant and
n e tit! against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Trtl o thrJ
above described is subject to the following exceptions:
�
IN WITWESS HE E he cantor has hereunto set his hand and seal, or if corporate, has caused this
Instrument to be si d in ame by Its duly authorized officers and its seal to be hereunto affixed by authority
of its Board of Dire e y an r first above written.
USE BLACK INK LY A At Gva4 A,4mo ko
Parker a ep nson,Pyart; ership,
Parker And S e son a hl (SEAL)
(Corpora N(11,8)
By
(SEAL)
t
ATTEST: (SEAL)
Secretary ( rpo to al)
(SEAL)
RTH CAROLINA
JOHNST OUNTY
I, a NotaryPu ' or 'said Countyand S to h e rtify that E. Dale
Parker, a Partner In Parke Stephenson e a North Carolina General
Partnership, personally came be me thi a nowledged the due execution
of the foregoing instrument on behal P ners
_Notary Public
M mmission Expires: -,
NORTH CAROLINA
JOHNSTON COUNTY
1, a Notary Public for said County and State, do hereby ce ' th y B.
Steph rtner In Parker & Stephenson Partnership, a aro a
Ge ersonally came before me this day and ackno ed
ex u ' rodl ing Instrument on behalf of the Partnership.
�'sy �t16
My C v ires: 6!'7-.2069

EXHIBIT "A"
BEING all of a 12.46 acres tract, more or less, according to a map entitled;."Property of
Stephenson, Black River Township, Harnett County, North Carolina," drafted by W.
i gill, RLS, dated April 20, 1995 and revised April 4, 1996, as recorded and
;d in la Cabinet F, Page 552C, of the Harnett County Registry, incorporated herein by
ce a i filar set out.
is
and bei
triangle
552C of
appurtenant
is the same
Harnett Cou
ses of accommodating the above 12.46 acres tract, more or less, a 50'
easement running with the 12.46 acres, tract, more or less, said easement
in Plat Cabinet F, Page 552C of the Harnett County Registry. Also,
.te distance where the 50' easement intersects the right of way of•NC 210
triangle on the Eastern side of the easement and also being a 10 x 70 site
Vside^e easement as recorded and reflected in Plat Cabinet F, Page
'stry, incorporated herein as if fully set out. The 50'
'ueasement being conveyed or pledged as security herein
P56 out in its entirety in Book 1146, Pages 252-254,
0
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MBERLY S. HARGROVE
STER OF DEEDS, HARNETT
CORNELIUS HARNETT BLVD
SUITE 200
�yLLINGTON, NC 27546
PLEAS�� "YELLOW TRAILER PAGE
It is part of recorded doc d ust be submitted with original for re-recording
ra r cancellation.
Filed For Registration: 09119LW
Book: RE 21
Document No.: 2005016644
DEED 4 PGS
ELMIRA MCLEAN
State of North Carolina, County of Harnett
The foregoing certificate of LORI ANN RAYNOR Notary Is certified
KIMBERLY S. HARGROVE , REGISTER OF DEEDS
Y- 4 � �- -/-), �
Deputy/AssWerd-Register of Deeds
2005016644
19TH of September Zoos