SW6120504_HISTORICAL FILE_20120807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_./D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
/�0 I lw !
YYYYMMDD

ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P. [phone] www.LKandA.com F. f 910) 483-4052
Stormwater Wet Pond Design Criteria
Project Name:
Outlet:
Calculate Runoff Coefficient
A `,1'845w97;T acres 42.38 sf Watershed area may be able to do 40
AI" 5:13 598' 11.79 sf Impervious area
la= 0.278 Impervious fraction
Rv=0.05+0.9*la
Rv= 0.30 Runoff Coefficient
_Calculate Runoff Volume Required to be Controlled
Rd = NM.' :�a-!1s in Design storm rainfall depth (typically 1" or 1.5")
V=3630*Rd*Rv*A
WQV= 46,211 cf Volume of runoff that must be
554,537.1 AC in controlled for specified design starry,
Calculate Required Pond Surface Area for Permanent Pool Elevation
SA/DA= i Based " ," 4'S Avg. Perm. Pool Depth
*See Table 10- 1, 10-2,10-3 for SAIDA
SA= 0.636 Ac
27,690 sf Required Surface Area @ Perm Pool
Cost= 24.5V"0.705
i ECEIVED
AUG - 7 2012
OENR-FAYETTEVILLE REGIONAL OFFICE
(.9'
SC-6

Appendices
140-19-3
la"PCP CO 4.35%
9. 7S �
V=3
n .I
,
3 5 20 20 50 IUu cuu
Discharge (ft3/sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 criameter). `'-
.
35 - n 9L
YvtA k
RECEIVES
ALIS 7 2012
DENR-FAYETTEViLLE REGIONAL OFFICE
Rev. 12�93
8.06.3

Appendices
u�- t36
t5<< 2cP @ 6,35%
v-3pps
3 5 10 20 50 tuu cuu
Discharge (i#31sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from around pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter).
0,7
w�aK= 1. OS
JaPDO
Rev. 12193 8.06.3

5/22/12 North Carolina Secretary of State
North Carolina
s Elaine F.' Marshall DEPARTMENTOF THE
Secretary SECRETARY OF STATE
44 PO Box 29622 Raleigh. NC 27626-0622 [phone]
Date: 5/22/2012
Click here to;
View Document Filings I File an Annual Report i
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CJorporation Names
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NC ST. JAMES SQUARE,
LEGAL
INC.
Business Corporation Information
SOS I D:
0219548
Status:
Current -Active
Effective Date:
12/14/1987
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
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Duration:
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Registered Agent
Agent Name:
CRAIG, DAVID B.
Office Address:
1903 BRAGG BLVD, SUITE 4
FAYETTEVILLE NC 28303
Mailing Address:
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FAYETTEVILLE NC 28303
Principal Offoe
Office Address:
1600 MORGANTON RD #1
FAYETTEVILLE NC 28305
Mailing Address:
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FAYETTEVILLE NC 28305
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PRESIDENT
Name:
JAMES L. YATES
Business Address:
1600 MORGANTON RD #1
FAYETTEVILLE NC 28305
Title: SECRETARY
Name: JOANNE G. YATES
Ftiicinnsc,&rlrlrpcc- iRnn hAnPC.ANT()N Pn ff9
www.secretary.sta te.nc.us/corporations/Corp. aspx?Pitem ld=4961285
112

22/12
North Carolina Secretary of State
FAYETTEVILLE NC 28305
Title:
Name:
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VICE PRESIDENT
JASON S JOHNSON
207 HILLSIDE AVE
FAYETTEVILLE NC 28301
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Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NO 28311
Phone/Fax [phone]
Email mike 0southeastemsoil.com
May 23, 2012
Mr. Jeffrey Nobles. PE
Larry King & Associates, RI.S, PA
1333 Morganton Road, Suite 201
Fayetteville, NC 28305
"ECEIVED
AUG - 7 2012
DENR-FAYETTEOLLE REGIO VAL OFF1CU
Re: Hydraulic conductivity (permeability) analysis & seasonal water table determination
(SHWT) for stormwater retention areas, proposed Valley End Subdivision,, PIN 0404-
03-7586- and portion of parcel 0404-02-5266- (north and cast of ponds), Mission Hill
Road, Cumberland County, North Carolina
Dear Mr. Nobles,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
your request on the aforementioned property. The purpose of the investigation was to
determine soil water table depths (SHWT) based on soil profiles. In addition, Ksat was to
be provided at a depth of at least 2.0 feet above the SHWT elevation for use with
stormwater retention basin design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, Sept. -
Oct. 1989, "A Constant Permeameter for Measuring; Saturated Hydraulic Conductivity of
the Vadose Zone" and Comparison of the Glover Solution with the Simultaneous
Equations Approach for Measuring Hydraulic Conductivity." This consists of advancing
a small diameter bore hole to a predetennined depth (typically 2 feet above SHWT). At
this depth, a constant head (pressure) was established and maintained. Flow
measurements were made at timed intervals after flow stabilized.
Soils at the proposed basin site are most similar to the Blaney soil series (see attached
boring logs). Eight borings were advanced ranging from 8.0 to 12.0 feet. Seasonal High
WaterTable (SHWT) as determined by evidence of colors of chroma 2 or less (and/or
concentrations of high redox mottles) was encountered at depths ranging from 70 to
greater than 144 inches below the ground surface.
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAlNAGE)MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Light compact constant head perrneameter (CCUIP) tests were conducted (see attached
chart) at depths of 2.00 feet or more above SHWT. The measured Ksat rates ranged fi•om
0.792 to 12.11 cm/hr (equivalent to 0.312 to 4.768 inches/hour).
The attached map shows locations of the sample points as well as Ksat locations.
It should be noted that the reported SH W"I` does not necessarily reflect the elevation of
static groundwater (due to variations in groundwater recharge rates, annual rainfall,
drought conditions, etc.).
The data presented in this report are limited by a number of considerations. The primary
consideration is that soil formations can be highly variable. The soils found on this site
can be subject to inclusions of other soil types, perched water, artesian conditions and/or
layers of undulating low permeability clay scams. These and other soil conditions can
have an allect on the steady state of groundwater flow. To the extent possible, we have
identified the soil types that will impact the flow oi'groundwater, and have provided a
professional opinion as to the depth of SHWT.
I trust this is the information you require at this time.
Sincerely '
Mike Laker
NC Licensed Soil Scientist #1030

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
Measured Ksat Rates, proposed Valley End Subdivision, Mission Hill
Road, Cumberland County, NC
Ksat
Ksat
Location
Depth in
em/hr
in/hr
Al
61
1.092
0.430
A2
66
0.942
0.371
A3
64
0.866
0.341
A4
46
1.116
0.440
A5
58
12.11
4.768
B1
108
1.656
0.652
C 1
84
0.792
0.312
C2
88
1.267 .
0.499
RECEIVED
AUG - 7 2012
DENR-FAYETTEVILLE REMNAL OFFICE
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.Q. box 9321
Fayetteville, NO 28311
Phone/Fax [phone]
Email [e-mail]
SHWT depths, Valley End Subdivision, Mission Hill Road, Cumberland
County, NC
BORING SHWT DEPTH (inches) Observed water (inches)
Al 96 none
A2 92 none
A3 85 none
A4 70 none
A5 82 86
B I >1.44 none
C1 122 93
C2 130 106
Water levels observed after at least 24 hours. Water observed in borings C1 and C2
is considered lateral movement toward pond (above less permeable layer as per soil
notes).
RECEIVED
AUG - 7 2012
DENR-FAYETTEVILLE REGIONAL OFFICE
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc®
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike 0southeasternsoil.com
Typical Soil Boring Pond (A), Valley End Subdivision, Mission Hill Road,
Cumberland County, NC
"Phis map unit consists of well drained soils on uplands. These soils formed in loamy and
Sandy sediments. Slopes range from 2 to 6 percent. All borings were taken in the lowest
elevations of the topographical "draw".
A - 0 to 4 inches; very dark brown (I OYR 2/2) loamy sand; weak rine granular structure;
very friable; many fine roots; abrupt smooth boundary,
E - 4 to 13 inches; dark yellowish brown (1 OYR 4/4) sand; single grained; loose; very
friable; abrupt smooth boundary.
Btl - 13 to 44 inches; yellowish brown (10YR 5/6) loamy sand; weak medium granular
structure; very friable; clear smooth boundary.
Bt2 - 44 to 60 inches; strong brown (7.5YR 5/8) sandy clay loam; few faint yellowish
brown (10YR 5/8) mottles; weak medium subangular blocky structure; firm; abrupt
smooth boundary.
CI - 60 to 83 inches; strong brown (7.5YR 5/8) sandy clay loam; many prominent red
(2.5YR 5/8) mottles; massive; firm; gradual wavy boundary.
C2 - 83 to 96 inches; mixed red (2.5YR 5/8) and brownish yellow (1 OYR 6/6) sandy clay
loam; massive; very firm.
SHWT > 96 inches in boring A 1
SHWT cr, 92 inches (I OYR 7/1) in boring A2
SHWT a 85 inches (I OYR 7/1) in boring A3 E�-+
SHWT CEIVC @ 70 inches (1 OYR 7/1) in boring A4 C
SHWT @ 82 inches (I OYR 7/2) in boring A5 AUG - l 2012
DENR-FAYETTEVILLE REGICINAL OFFICE
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDtVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE)SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
PhonelFax [phone]
Email [e-mail]
Typical Soil Boring Pond (B), Valley End Subdivision, Mission Hill Road,
Cumberland County, NC
This map unit consists of well drained soils on uplands. These sails formed in. loamy and
sandy sediments. Slopes range from 2 to 6 percent.
A - 0 to 2 inches; black (1 OYR 2/1) sand; weak nine granular structure; very friable; many
fine roots; abrupt smooth boundary.
E - 2 to 40 inches; light yellowish brown (2.5Y 6/4) loamy sand; about 20 percent clean
sand; weak medium granular structure; very friable; gradual wavy boundary.
Btl - 40 to 51 inches; light yellowish brown (2.5Y 614) sandy loam; many prominent
yellowish brown (10YR 5/8) mottles; weak fine subangular blocky structure; very friable;
abrupt smooth boundary.
Bt2 - 51 to 84 inches; strong brown (7.5YR 5/6) sandy clay loam; weak medium
subangular blocky structure; friable to firm.
C 1 - 84 to 144 inches; strong brown (7.5YR 5/6) sandy clay loam; few faint red (2.5YR
4/6) mottles; weak medium subangular blocky structure; firm.
Sl-1WT > 144 inches
RECEIVED
AUG - 7 2012
OENR-FAYETTEVILLE REGIONAL OFFICE
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.D. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
Typical Soil Boring Pond (C), Valley End Subdivision, Mission Hill Road,
Cumberland County, NC
This map unit consists of well drained soils on uplands. These soils formed in loamy and
sandy sediments. Slopes range from 2 to 6 percent.
A - 0 to 2 inches; black (10YR 2/1) loamy sand; weak fine granular structure; very
friable; many fine roots; abrupt smooth boundary.
E - 2 to 10 inches; .brownish yellow (I OYR 6/6) sand; single grained; loose; very friable;
gradual wavy boundary.
Btl - 10 to 50 inches; light yellowish brown (2.5Y 6/4) loamy sand; about 20 percent
clean sand; weak medium granular structure; very friable; gradual wavy boundary.
W - 50 to 72 inches; mixed very pale brown (I OYR 8/3), light gray (1 OYR 7/2) and
yellowish brown (I OYR 5/8) sandy loam; weak medium subangular blocky structure;
friable; abrupt smooth boundary.
BC - 72 to 82 inches; mixed brownish yellow (I OYR 6/6) and strong brown (7.5YR 5/6)
sandy clay loam; weak fine subangular blocky structure; firm; gradual wavy boundary.
C l - 82 to 90 inches; mixed brownish yellow (10YR 6/6), strong brown (7.5YR 5/6) and
light gray (I OYR 7/2) sandy clay loam; massive; firm; gradual wavy boundary.
C2 - 90 to 122 inches; reddish yellow (7.5YR 6/8) sandy clay loam; massive; firm; abrupt
smooth boundary.
C3 - 122 to 144 inches; reddish yellow (7.5YR 6/8) sandy clay loam; many prominent
light gray (I OYR 7/1) mottles; massive; very firm.
SHWT rt 122 inches (10YR 7/1) in boring Cl
SHWT @ 130 inches (I OYR 7/1) in boring C2
Chroma2 color noted in Bt2 and CI is considered lateral water flow RECEIVED
AUG - 7 2012
DENR-FAYETTEVILLE REGIONAL OFFICE
SOIL/SITE EVALUATION SOIL PHYSICAL ANALYSIS • LAND USE15LISDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

e
P.O. Box 9321
N
1co
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGEJMOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

RECEIVED
AUG - 7 2012
DENR-FAYETTEVILLE REGIONAL OFFICE

Southeastern Soil & Environmental Associates, Inca
P.Q. Box 9321
Fayetteville, NC 28311
Phone/Fax (910)'822-4540
Email [e-mail]
May 23, 2012
Mr. Jeffrey Nobles, PE
Larry King & Associates, RLS, PA
1333 Morganton Road, Suite 201
Fayetteville, NC 28305
c L�
�� L
AUS - T 2012
DENR-FAYETTEOLLE REGIMAL OFFICE
Re: Hydraulic conductivity (permeability) analysis & seasonal water table determination
(SHWT) for stormwater retention areas, proposed Valley End. Subdivision, , PIN 0404-
03-7586- and portion of parcel 0404-02-5266- (north and east of ponds), Mission Hill
Road, Cumberland County, North Carolina
Dear Mr. Nobles,
An evaluation of soil properties and hydraulic,conductivity (Ksat):has been conducted at
your request on the aforementioned property. The.purpose of the. investigation was to
determine soil water table depths (SHWT) based on soil profiles. In addition, Ksat was to
be provided at a depth of at least 2.0 feet above the SHWT elevation for use with
stormwater retention basin design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, -Sept. -
Oct, 1989, "A Constant Permeameter for.Measuring Saturated'Hydraglic Conductivity of
the Vadose Zone".and' Comparison.of the Glover Solution with the Simultaneous
Equations Approach for Measuring Hydraulic Conductivity." This consists of advancing
a small diameter bore hole to a predetermined depth (typically 2 feet above SHWT). At
this depth, a constant head (pressure) was established and maintained. Flow
measurements were made at timed intervals after flow stabilized.
Soils at the proposed basin site are most similar to the Blaney soil series (see attached
boring logs). Eight borings were advanced ranging from 8.0 to 12.0 feet. Seasonal High
Water Table (SHWT) as determined by evidence of colors of chroma 2 or less (and/or
concentrations of high redox mottles) was encountered at depths.ranging from 70 to
greater than 144 inches below the ground surface.
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAMMOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Eight compact constant head permeameter (CCHP) tests were conducted (see attached
chart) at depths of 2.00 feet or more above SHWT. The measured Ksat rates ranged fi-om
0.792 to 12.11 cm/hr (equivalent to 0.312 to 4.768 inches/hour).
The attached map shows locations of the sample points as well as Ksat locations.
It should be noted that the reported. SHWT does not necessarily reflect the elevation of
static groundwater (due to variations in groundwater recharge rates, annual rainfall,
drought conditions, etc.).
The data presented in this report are limited by a number of considerations. The primary
consideration is that soil formations can be highly. variable. The soils round on this site
can be subject to inclusions of other soil types, perched water, artesian conditions and/or
layers of undulating low permeability clay seams. These and other soil conditions can
have an affect on the steady state of groundwater flow. To the extent possible, we have
identified etie soil types that will impact the flow of groundwater, and have provided a
professional opinion as to the depth of SHIN7.
I trust this is the information you require at this time.
Sincerely
Mike Eaker
NC Licensed Soil Scientist #1030 1
�p soft S
DEL D. �e

Southeastern Sell & Environmental Associates, In.co
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
Measured Ksat Rates, proposed. Valley End Subdivision, Mission Hill
Road, Cumberland County, NC
Ksat
Ksat
Location
Depth in
cm/hr
in/hr
Al
61
1.092
0.430
A2
66
0.942
0.371
A3
64
0.866
0.341
A4
46
1.116
0.440
A5
58
12.11
4.768
S1
108
1.656
0.652
CX
84
0.792
0.312
C2
88
1.267 .
0.499
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAiNAGE1MOUNDING - SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS. EVALUATION 8 DESIGN

Southeastern Soil & Environmental Associates, Mc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike 0southeastemsoil:Com
SRWT depths, Valley End Subdivision, Mission Hill Road, Cumberland
County, NC
BORING SHWT DEPTH (inches) Observed water (inches)
Al 96 none
A2 92 none
A3 85 none
fl -i ?V �lUliC
A5 82 86
131' >144 none
Cl. 122 93
C2 130 106
Water levels observed after at least 24-hours. Water observed in borings C1 and C2
is:.considered lateral movement toward pond (above less permeable layer:as per soil
notes).
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER: DRAINAGEIMOUNDING ■ SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike Qsowheasternsoil.com
Typical Soil Boring Pond (A), Valley End Subdivision, Mission Hill Road,
Cumberland County, NC
This map unit consists of well drained soils on uplands. These soils formed in loamy and
sandy sediments. Slopes range from 2 to 6 percent. All borings were taken in the lowest
elevations of the topographical "draw".
A - 0 to 4 inches; very dark brown (I OYIZ 2/2) Ioamy sand; weal- fine granular structure;
very friable; many fine roots; abrupt smooth boundary.
E - 4 to 13 inches; dark yellowish brown (I OYR 4/4) sand; single grained; loose; very
friable; abrupt smooth boundary.
>it1 - 13 to 44 inchhes; yellowish brown (I OYR 5/6) loamy sand; weak medium granular
structure; very friable; clear smooth boundary.
Bt2 - 44 to 60 inches; strong brown (7.5YR 5/8) sandy clay loam; few faint yellowish
brown. (10YR 5/8) mottles; weak medium subangular blocky structure; firm; abrupt
smooth boundary.
CI - 60 to 83 inches; strong brown (7.5YR 5/8) sandy clay loam; many prominent red
(2.5YR 5/85 mottles; massive; firm; gradual wavy boundary.
C2 - 83 to 96 inches; mixed red (2.5YR 5/8) and brownish yellow (I OYR 6/6) sandy clay
loam; massive; very firm.
SHWT > 96 inches in boring AI
SHWT @ 92 inches (I OYR 7/1) in boring A2
SHWT @ 85 inches (I OYR 7/1) in boring A3
SHWT @ 70 inches (I OYR 7/1) in boring A4
SHWT @ 82 inches (I OYR 7/2) in boring A5
SOIUSITE EVALUATION SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISfON PLANNING
GROUNDWATER DRAINAGOMtOUNDING • SURFACE/SUHSURFACE WASTE TREATMENT SYSTEMS. EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
Typical Soil Boring Pond (B), Valley .End Subdivision, Mission Hill Road,
Cumberland County, NC
This map unit consists of well drained soils on uplands. These soils formed in loamy and
sandy sediments. Slopes range from 2 to 6 percent.
A - 0 to 2 inches; black (1 OYR 2/1) sand; weak fine granular structure; very friable; many
fine roots; abrupt smooth boundary.
E - 2 .to 40 inches; light yellowish brown (2.5Y 6/4) loamy sand; about 20 percent clean
sand; weak medilln, ornntilar OnirtlmMP we-nr fg; kla- nrnri>>nl lmrui , inn rA r
Btl - 40 to 51 inches; light yellowish brown (2.5Y 6/4) sandy loam; many prominent
Yellowish brown (l0YR 518) mottles; weak fine su.bangular blocky structure; very friable;
abrupt smooth boundary.
Bt2 - 51 to 84 inches; strong brown (7.5YR 5/6) sandy clay loam; weak medium
subanguiar blocky structure; friable to firm.
C 1 - 84 to 144 inches; strong brown (7.5YR 516) sandy clay loam; few faint red (2.5YR
4/6) mottles; weak medium subangular blocky structure; firm.
SHWT > 144 inches
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USE/SUBDIVISION PLANNING
GROUNDWATER DMNAGE/MOUNDING • SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS. EVALUATION &.DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NG 28311
Phone/Fax [phone]
Email [e-mail]
Typical Soil Boring Pond (C), Valley End Subdivision, Mission Hill Road,
Cumberland County, NC
This snap unit consists of well drained soils on uplands. These soils formed in loanry and
sandy sediments. Slopes range from 2 to 6 percent.
A - 0 to 2 inches; black (IOYR 2/1) loamy sand; weak fine granular structure; very
friable; many fine roots; abrupt smooth boundary.
E - 2 to 10 inches; brownish yellow (IOYR 6/6) sand; single grained; loose; very friable;
gradual wavy boundary.
Btl - 10 to 50 inches; light yellowish brown (2.5Y 6/4) Ioamy sand; about 20 percent
dean sand; weak medium granular structure; very friable; gradual wavy boundary.
B12 - 50 to 72 inches; mixed very pale brown (IOYR 8/3), light gray (1 OYR 7/2) and
yellowish brown (10YR 5/8) sandy loam; weak mediwn subangular blocky structure;'
friable; abrupt smooth boundary.
BC - 72 to 82 inches; mixed brownish yellow (IOYR 6/6) and strong brown (7.5YR 5/6)
sandy clay loam; weak fine subangular blocky structure; firm; gradual wavy boundary.
C1 - 82 to 90.inches; mixed brownish yellow (1OYR 6/6), strong brown (7.5YR 5/6) and
light gray (IOYR 7/2) sandy clay loam; massive; firm; gradual wavy boundary.
C2 - 90 to 122 inches; reddish yellow (7.5YR 6/8) sandy clay loam; massive; firm; abrupt
smooth boundary.
C3 - 122 to 144 inches; reddish yellow (7.5YR 6/8) sandy clay loam; many prominent
light gray (IOYR 7/1) mottles; massive; very firm.
SHWT cr 122 inches (1OYR 7/1) in boring C1
SHWT @ I30 inches (IOYR 7/1) in boring C2
Chroma 2 color noted in B12 and C 1 is considered lateral water flow
SOILIS€TE EVALUATION - SOIL PHYSICAL ANALYSIS • LAND USEISUSDIVISION PLANNING
GROUNDWATER DRAINAGEIMOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

R
P.O. Box 9321
ri
x = Soil Boring/Ksat Location (Valley End Subdivision)
Mission Hill Road, Cumberland County, NC
US State,Plane 1983 Scale 1:8,000 JSJ:SSF
North Carolina 3200 N 5/23/2012
NAD 1983 (Conus) 0 700A
F GPS Pathtineer50fFice.
93 Survey Feet.
Trimble.
Co
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS •LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING -SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

5/22112 North Carolina Secretary of State
North Carolina
Elaine F. marshay DEPARTMENT OF THE
SeCrelary SECRETARY OF STATE
PO 'Box 29822 Raleigh, NC 27626-0622 (919W7-2000
Date: 5/22/2012
Click here to:
View Document Filings I File an
Annual Report I
!;,1 Print a pre -populated Annual
Report Form I Amended A Previous Annual Report
Corporation Names
Name
Name Type
NC ST. JAMES SQUARE,
INC.
LEGAL
Business Corporation Information
SOSID:
0219548
Status:
Current -Active
Effective Date:
12/14/1987
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
CRAIG, DAVID B.
Office Address:
1903 BRAGG BLVD, SUITE 4
FAYETTEVILLE NC 28303
Mailing Address:
1903 BRAGG BLVD, SUITE 4
FAYETTEVILLE NC 28303 DE,
Principal Office
Office Address:
1600 MORGANTON RD #1
FAYETTEVILLE NC 28305
Mailing Address:
1600 MORGANTON RD #1
FAYETTEVILLE NC 28305
Officers
Title:
PRESIDENT
Name:
JAMES L. YATES
Business Address:
1600 MORGANTON RD #1
FAYETTEVILLE NC 28305
RECEIVED
AUG - 7 2012
-FAYETTEVILLE REGIONAL OFFICE
Title: SECRETARY
Name: JOANNE G. YATES
R]IcinRfic Arfriracc• 1f,M mr)R(;ANiTnm Rl) ff1
www.secretary.state.nc_uslcorporations/Corp_aspx?Pitemld=4961285
112

E122112 New Life Baptist Church to Mission Hill Rd, Hope Mills, NC - Google Maps
Directions to Mission Hill Rd, Hope Mills, NC
Gologle 1.4 mi — about 5 mins
Intersection of Camden Road and Rockfish Road
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,'DECEIVED
AU - 7 2012
DENR-FAYETTEVILLE REGIONAL OFFICE
maps.google.comlmaps?f=d&source=s_d&saddr=camden+road+rockfish+road+hope+mills,+nc&daddr... 112

,I2-� New Life Baptist Church to Mission Hill Rd, Hope Mills, NC - Google Maps
V/�A New Life Baptist Church
6501 Camden Road, Fayetteville, NC 28306 - [phone]
1. Head east on Camden Rd toward Applegate Rd
go 0.2 mi
total 0.2 mi
2. Slight right onto Rockfish Rd
go, 446 ft
total 0.'2 mi
3. Take the 1st right onto Deaver Cir
go 0.1 mi
total 0.4 mi
4. Take the 1st right onto Hackberry Dr
go 0.4 mi
About 1 min
total 0.7 mi
5. Take the 1st right onto Bretton Woods Dr
go 0.1 mi
total 0.9 mi
6. Take the 2nd left onto Cherry Blossom Ln
go 0.2 mi
About 1 min
total 1.1 mi
7. Take the 1st left onto Mission Hill Rd
go 0.3 mi
About 1 min
total 1.4 mi
(g Mission Hill Rd, Hope Mills, NC
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause
conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your route.
Map data 02012 Google
Directions w eren't right? Please find your route on maps.google.com and click "Report a problem" at the bottom left.
maps.google.comlmaps?f=d&source=s_d&saddr=camden+road+rockfish+road+hope+mills,+nc&dadd r... 212

"' 4Q
MDENQ
North Carolina Department of Environment and Natural Resources
` Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. 113E_ �i� pee Ec eman
Governor Director ` ''--retary
June 4, 2012 AU3` 7 2012
Mr. Jeffery Nobles
Larry King & Associates, RLS, PA
1333 Morganton Road, Suite 201
Fayetteville, NC 2830S
Dear Mr. Nobles:
DENR-FAYETTEVILLE A RONAL OFFICE
Subject: Request for Additional Information
Stormwater Project No. SW6120504
Valley End
Cumberland County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on May 30, 2012. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
1. On lots that are not entirely in the drainage area for the wet detention basins, please show the areas
where the house and driveway should be placed.
2. Please show outlet protection for the wet detention basins where needed. They are included on the
sediment and erosion control sheets but not the grading or details.
3. Please provide the Required Items Checklist that corresponds with the Wet Detention Basin
Supplement. (This can be found as a tab in the Excel document.)
4. Please verify that outlets discharging near wetlands are designed to flow into and through the
wetlands at a non -erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <_ 2
ft/s). .
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 June 22, 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 therpermit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Brian Lowther
Environnientai Engineer
cc: Fayetteville Regional Office
SW6120504 File
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
I-oc-9tion: 512 N. Salishury Si. Raleigh, North Carolina 27604
Phone [phone] FAX: [phone]
Internet: www.ncwaterquality.org
An rn, inl nnnnrh16ty Y AFir R iva Artinn FMPInvP..r
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I

ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201 +� `,
Fayetteville, North Carolina
P [phone] > . (9 0j 483 4002 ,l Ei`�' I V D
www.LKandA.com AUG
l 2012
TRANSMITTAL'E"-'AYETTEVILLEFEC-10^il4L
OFFICE
ro: Brian Lowther Company: NC DWQ Stormwater Permitting
1512 N. Salisbury Street
Address: 9`� Floor Re: alley End Submittal Package
Raleigh, NC 27604
Date: 611312012 CC:
We are
❑
HAND DELIVERY
a
OVERNIGHT
❑
US MAIL
❑
PICKUP AT OUR
sending via:
DELIVERY
OFFICE
❑
SURVEY
❑
PLOT PLAN(S)
CI
CHANGE ORDER
❑
DRAWING(S)
The following:
PRELIMINARY
FINAL
❑
CONCEPTUAL
El
CONSTRUCTION
0
CONSTRUCTION
0
OTHER
DRAWING(S)
DRAWING(S)
DRAWING(S)
For your:
o
REVIEW
❑
COMMENTS
❑
SIGNATURE
OTHER
COPIES
DATE
NO.
DESCRIPTION
2
Revised Sheet C04 and drainage area exhibit
1
Revised Supplement for Pond A
1
Revised Stormwater Wet Pond Criteria sheet SC-6 for Pond A
1
Required items checklist
1
Rip rap outlet protection sizing
Notes:
g@
1E
7JU 1 8 2012
From: 61 —�
Jeffrey Nobl P
Please notify us at once if any items are missing.

North
Beverly Eaves Perdue
Governor
Mr. Jeffery 11"alobles
r
� M�
NCDENR
Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P.E.
Larry King & Associates, RLS, PA
1333 Morganton Road, Suite 201
Fayetteville, NC 28305
Dear Mr. Nobles:
Director
Dee Freeman
Secretary
June 4, 2012 A!J80 - ] 2012
DENR-FAYETTEVILLE R1:GICtiiAL OFFICE
Subject: Request for Additional Information
Stormwater Project No. SW6120504
Valley End
Cumberland County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on May 30, 2012. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the Stormwater review:
/1. On lots that are not entirely in the drainage area for the wet detention basins, please show the areas
�-r> where the house and driveway should be placed.
IN pp A Please show outlet protection for the wet detention basins where needed. They are inciuded on the
a�kp✓ sediment and erosion control sheets but not the grading or details.
/3. Please provide the Required Items Checklist that corresponds with the Wet Detention Basin
Supplement. (This can be found as a tab in the Excel document.)
Please verify that outlets discharging near wetlands are designed to flow into and through the
,e wetlands at a non -erosive velocity (for this flow requirement into wetlands, non -erosive is velocity <_ 2
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 June 22, 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.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
SW6120504 File
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www rtmaterquality.org
An Fnwo nnnndunim l Affi"Miva Arfinn rmnlnvar
None
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ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
P. [phone] F. [phone] ` l
www.LKandA.com rs�
~ 'A
TRANSMITTAL'EN'-FAY'TTEVILLE REGIONAL aFFTG�
To: (Brian Lowther Company: NC DWQ Stormwater Permitting
512 N. Salisbury Street
Address: 1i9"' Floor IRe: Valley End Submittal Package
Raleigh, NC 27604
Date: 6/21/2012 CC:
We are
❑
HAND DELIVERY
0
OVERNIGHT
❑
US MAIL
❑
PICKUP AT OUR
sendingVia:
DELIVERY
OFFICE
❑
SURVEY
DRAWING(S)
❑
PLOT PLAN(S)
❑
CHANGE ORDER
❑
The following:
CONCEPT UAL
PRELIMINARY
FINAL
❑
DRAWING(S) S}
❑
CONSTRUCTION
0
CONSTRUCTION
0
OTHER
DRAWING(S)
DRAWING(S)
For your:
0
REVIEW
❑
COMMENTS
❑
SIGNATURE
OTHER
DESCRIP
Sheet C1 7,18,19
���
II Ti��'CN�►7'
ME qq
FM UW�—OWN/i
Affm
Notes:
�J
From: OA,,-��
Jeffrey Nobl E
Please notifv us at once if anv items are

7
ro ;gfz/AN 4-0 t1) _nqCA
Application Completeness Review
First Submittal ❑ Re -submittal Date Receive : /-so 1z Date Reviewed: Sin By Bill Diuguid !
Development/Project Name: VA216LI r
Receiving stream name t4 C Classification: F
Liver Basin: aA PC FY7-
For post -construction requirements, a program will be deemed compliant for the areas where it is
n?plementing any of the fo!10Sking hnrr`gr3ms: WS-1, WS-H, WS-III %A/S-11/ HOWORK Neuse Rider Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
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 Six Mile Creek Water Sheds): -
Latitude and L ongitudeS �-8. z ZoIV --y8 59 33.'tZ t�/ _ lurisd�ctio^ v
Project Address: i `ssio , c f- 7-4ft-p op ; Z+ 3 3
Engineer name and firm: s ssoc,=# ri4
Phone: *o —lf 83 - 43 o a 1 Email: 1 tqoJC A o w+
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? Dyes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets BYkgh Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
Er Check for $505.00 included
V_ Original signature (not photos plication
Legal signature (Corporatio V Ihigher, rtnership-General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.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.
tr For subdivided projects, a signed and notarized deed restriction statement
w"'Sealed, signed & dated calculations
rr' Correct supplement and 0&M provided for each BMP on site (check all that were provided & number of each)
L V'! IC
05
❑ Bioretention
❑ Rooftop Runoff Management
❑ Dry Detention Basin
❑ Sand Filter
RECE
❑ Filter Strip
tormwater Wetland
�� sr V C
V E�
❑ Grass Swale
VvWet Detention Basin
Infiltration Basin
❑ Low Density
AUG❑
U7 2012
❑ Infiltration Trench
❑ Curb Outlet
Q Level Spreader
❑ Off -Site DENR
-FAYErTEVUE REGIONAL OFFICE
❑ Permeable Pavement
❑ NCDOT Linear Road
❑ Restored Riparian Buffer
d Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
o�Narrative Description of stormwater management provided
UK Soils report provided
Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
tr Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Dimensions & slopes provided
,rainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
[a' BMP operation and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
Comments WET fl.E- ,JTi;� oa'r �E C 4_DX ._ 70 t.l� _4*A)T)s .Bk7- .SlfiEM5
May 5, 2011 Revision, Bill Diuguid

ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201� Fayetteville, North Carolina 28305 1�EC, 1-..ED
P. [phone] F. [phone]
www.LKandA.com 1►.� � ~ d 2012
TRANSMITTAL DENR-FAYETTEVILLE REGIONAL 111111
To:
Company:
NC DWQ Stormwater Permitting
512 N. Salisbury Street
Address:
9t' Floor Re:
Raleigh, NC 27604
Valley End Submittal Package
Date:
�5/29/2012 CC:
We are
❑
HAND DELIVERY
Ef
OVERNIGHT
❑
US AVAIL
❑
PICKUP AT OUR
sending via:
i
DELIVERY
OFFICE
❑
SURVEY
DRAWING(S)
❑
PLOT PLAN(S)
❑
CHANGE ORDER
❑
The following:
CONCEPTUAL
PRELIMINARY
FINAL
❑
DRAWING(S)
❑
CONSTRUCTION
0
CONSTRUCTION
®
OTHER
DRAWING(S)
DRAWING(S}
For your:
0
REVIEW
❑
COMMENTS
❑
SIGNATURE
OTHER
COPIES
DATE
NO.
DESCRIPTION
2
Set of Construction Drawings
1
SMP Application Form
1
Wet Detention BAsin Supplements
1
Deed Restrictions & Protective Covenances
1
Corporate Documentation
1
Pro2erty Deeds
i
O&M Agreements
1
Supporting Calculations
1
Sails Ma
1
Soil Bore Report
1
Praimge Area Ma
Notes:
From:
Jeffrey No es, PE
Please notify us at once if any items are missing.