20150574 Ver 1_Site Plan_20150622

Strickland, Bev
From: Mac Harmon <mac @ncdeng.com>
Sent: Monday, June 22, 2015 12:12 PM
To: Strickland, Bev
Cc: Kirk Rightmyer
Subject: DWR# 150574 - Jake's Ridge
Attachments: 2015 05 -07 -15 NCDENR Jake Ridge Application.pdf, Drawings and Maps.pdf
Beverly,
Here's an electronic pdf copy of the above application including the large maps and drawings.
If you need anything else, just e -mail or call.
This one has the attachments.
Thanks
Mac Harmon
Designer
NC Development Engineers, PA
238 W. Millbrook Road
Raleigh, NC 27609
(Office) 919.803.8704
(Fax) 866.519.1284 (Toll Free)

LEGEND
0 IPF wORPiPEFGUND
0 p! wOR P PE—
m aN
ME — RREaDEiFDTRic
e0+ UTILITY POLE
0- GUYYYIRE
EQ EDGE OF PAVEMENT
a DEED BOO
FO PPGE
3Q FT BOUAREFEET
NOTES:
1. PROPERTY BOUNDARIES HAVE BEEN TAKEN FROM A FIELD
SURVEY PERFORMED BY BOBBY FUQUAY RLS.
2. TOPOGRAPHIC AND EXISTING CONDITIONS HAVE BEEN TAKEN
FROM A FIELD SURVEY PERFORMED BY BOBBY FUQUAY RLS.
3. THE EXISTING CREEK HAS BEEN DETERMINED TO BE
UN— BUFFERED.
EXW14G SMH 83
STA:7 +18.82 OFF:O.OD h*
RIM:76.2
SUMP167.64 �i I
INV IN:67.54 B' PVC
! 4ii
J '
b
N/F
ss "r �' ; W i2a fi. 513 vali uRar R
m PE
Jj
r W42 art � °pr+►� � � g B
Comm GUY
EXISTING SMH B2 $E
STA:4 +76.99 OFF:O.W
Rim •74.78
5UNP.67,90 � p
INV IN:67.96 B' PVC
INV OUT:67.90 B' PVC
/ 301 LEM1S ST Lic
'pl44I0
ZZ
391911.13 92 Ft
` \
DIM= 1101*11111
110
NO
F GUM 4:1' 109
"'
AI,LEN MVI &
be s
>Mx1iU1iS 5+ PQ
MAdj 1912128731731 76 \
GRAPHIC SCALE
N FEET
µems
�T
SEAL
W19821
yipy�
Yrt�n1
w U)
w � � 0
D oti -
Of z
Z
� U
Wz0z
QF- X c~n
W O W
REVISIONS
INOJ
I
I
I
aoom
z°h�� A
� I I
u
eza°o10 u�
p aI v
m�-,cc q
04 a
m
N AW e
fq
o
e Q
r 1"1 1j
DREOPER ME
O
ROPE F- SI
wcw r_ .r trt +savaw
uesa m.aN�m+reerrea.
DATE : 01- 14-2015
DRAWN BY: KVVR
JOB NO : 10127
SHEET NO.
C -1.0

GENERAL NOTES: LEGEND NOTES:
SITE DATA O IPF iRONPIPEFOUNO
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES (ABOVE AND BELOW IPS IRONPIPEBET 1. PROPERTY BOUNDARIES HAVE BEEN TAKEN FROM A FIELD
GROUND) PRIOR TO CONSTRUCTION. ANY CONFLICTS OR RELOCATION OF UTILITIES SHALL BE OWNER /DEVELOPER: JAKE'S RIDGE,LLC ® sun uw­es+Aa.ty w SURVEY PERFORMED BY BOBBY FUQUAY RLS.
COORDINATED BETWEEN THE CONTRACTOR AND THE APPROPRIATE UTILITY COMPANY AND /OR ADDRESS: PO BOX 17905 OnE OVER HEAD ETCCTRIC 2. TOPOGRAPHIC AND EXISTING CONDITIONS HAVE BEEN TAKEN
AUTHORITY. RALEIGH, NC 27609 'n, UTILITY PaE FROM A FIELD SURVEY PERFORMED BY BOBBY FUQUAY RLS.
0- GUYVIR 3. UTILITIES ARE EXISTING AND LOCATED WITHIN THE
ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE CONTACT PERSON: BRUCE WHITTEN 919.390.4240 FOP CORE OF PAVEU.ENT RIGHT -OF -WAY OF EAST INDUSTRY DRIVE.
CITY OF OXFORD PUBLIC UTILITY DEPARTMENT. ALL WORK ON PUBLIC RIGHT OF WAY WILL BE IN PROJECT ENGINEER! KIRK RIGHTMYER, PE. 919.803.8704 ON oEEDBmIC 4• ALL DRIVE / PARKING SURFACES SHALL BE A MINIMUM OF 2
STRICT ACCORDANCE WITH CITY OF OXFORD SPECIFICATIONS AND STANDARDS. 238 W. MILLBROOK ROAD c PacE 4" S9.5A ASPHALT. HEAVY DUTY PAVING SHALL BE PLACED
BUILDING DATA RALEIGH, NC 27609 SOFT wunae IN AREAS AS NECESSARY TO ACCOMMODATE LARGER
THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND SPECIFICATIONS TO REFER E -MAIL KIRK ®NCDENG.COM ____ 61aE1Mi[1 VEHICLES
TO PRIOR TO AND DURING CONSTRUCTION OF THE PROJECT, 5. EXISTING TREES AND LANDSCAPING SHALL BE RETAINED WHEN
PROPOSED BUILDING USE MULTIFAMILY `�"" 9wnma=Tya1 POSSIBLE, GROUND COVER OF ALL OPEN SPACES SHALL BE
BUILDING MARK HEIGHT AREA SITE PARCEL #: 1454
THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE PERMITS FROM THE CITY OF OXFORD PRIOR TO SITE ADDRESS E. INDUSTRY DRIVE FESCUE TYPE GRASS AND NATURAL MULCHES. GROUND
UTILITY CONSTRUCTION.. BUILDING "A" 29' -6" 10,717 S.F.. OXFORD, NC COVER OF ALL SLOPES, BANKS, AND DITCHES SHALL BE OF
BUILDING "B" 34' -8" 9,069 S.F. FESCUE TYPE GRASS, NATURAL MULCHES, ADDITIONAL
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF OXFORD STANDARDS AND SPECIFICATIONS. BUILDING "C" 29' -6" 10.717 S. F, SITE ZONING B -2 LANDSCAPING, AND / OR SLOPE STABILIZING MATERIALS AS
00 AC RES
BUILDING "D" 29' -6" 10,717 S. F. TOTAL ACREAGE 9. NECESSARY TO PREVENT EROSION.
BUILDING "E" 29' -6" 13,547 S. F. TOTAL BUILDING UNITS 64 6. UNIFIED HOUSING ORDINANCE ALLOWS 11 DWELLING UNITS
BUILDING "F" 29' -6" 13,547 S.F. 2 BED ROOM UNITS 40 PER ACRE. PROPOSED DENSITY IS 7.1 UNITS PER ACRE,
2 BED ROOM UNITS 24 7. IT IS PROPOSED TO CONNECT THE PROJECT SANITARY SEWER
BUILDING "G" 34' -8" 9,059 S.F. REQUIRED BUILDING SETBACKS: REQUIRED TO THE EXISTING PUBLIC SANITARY SEWER LOCATED ALONG
BUILDING "H" 19' -2" 1,380 S. F. FRONT ALONG THROUGHFARE 50' THE NORTH PROPERTY LINE
S10E 20' 8. THE EXISTING CREEK HAS BEEN DETERMINED TO BE
REAR 20' UN- BUFFERED,
PARKING SPACE REQUIRED 128
PARKING SPACE PROVIDED 156
INCLUDE 8 HDCP
WITH 1 VAN HDCP
N
'4 �' EIDSFATi P/JY
as OxfORD
27
Bil 22;11 n 12 713
y-- MAP/ 1977QBe TS361 n rc,a
f i9' NAt1C U41R �I'4V1' $£� tff9➢➢Y�•• 7'$
2' !�' •_ ra CY Ii
y ` 20 �B•CII i1- r ric GUY YRRE v
1plplp �@
\.- IPF a�
EXISTING SMH B2 % f ` r }!
STA:4 +76.99 OFF:O.00 S 3 5r4RR' y ` '- �• �-
RIM:74.76 1'`ti. 'y •'�, I/€ (12) -2BR UNITS
SUMP:67.9D 1 \ a'�il�[ 9D {. �"x- 3U' ELECTRICAL LRAAQ/1� t
INV IN.67.96 B" PVC �' 1 irclnw -a dell I
� r
INV OUT:67.90 B' PVC + a,
1111 L_,
.Y' DEf11l ON SHEET B-�41� 4114DAM PW.Nfl 1� 4
IXISPNC 20' ' fZ �., —_ T_ 2 -1/2- S%5 + Y 1
B- GBc TYP. 1, dKAAMOs o
f
HEAW DUTY PAVING
f • rx- % }': - d IaMG -� B- CABC TYP,/,/
ti. 34 n V 1
1 VAN ACCESSIBLE
Sal d24 ST, kM.G .3]J'r 6 - PARKING SPACE i
aP! 62a PG f, Ecr• •4
11j Eiae$a7aw; MRH GlHA6RCA Its - _ f r� 2U' PUBLIC .— FwsEU LNt �g1�� WRAMD5 )
155" D[YAS CA i u4Lnau a\ 'q1 I 14 3
> i6 sears P -aol ►E , f r' •iL %• )•+��4. ,'`�_- I. ¢
POND 11y IR n'ti'
HUIDMM RMP TYP.
DETNL ON SHEET D -4.1)
Js `�q \ IIm EI�lG.o31A114 ,z' 1Y1DE GRAVEL _
PU
lF N4ARY `V \ (SEE DETNL DN DRNE (V CABC) '� - _ +1[11
SA ,7 marts\ \ � MEET D -a1) uD �c
low on1Ge 11C v., - 9 -iaf'
ENT
�.. _�'a�
IzRGiT+ltcw
\ I
Imo'! .! si4e'
fi+--1• I. 1a'1 ■,ELI fH `�\
a� \ 4. a3- 1 r .rte.. J ± ""1 °a S, W+m / \1 ,
J 31 n1 a)S I ` '¢'I En IW VM dE
` A1pp J9]' 540 - • l
ly
" , a -"lama " 0.10'
! l
4Y,/ry1 "gye�S �E�u {
t
! H
a
2 STDHY t�1Ij.Jfj ^�{. EXISTING 42• RCP
+ 8 � � t$)-38R UNITS � � STOW
IRY d c7�'�~��,J 4e � -�r —�• � .__ -._ �
J� +O,qa. o �B (B) -2BR UNITS 2 STORY
"-.- - - . _ I A (a) -3BR UNITS
�. IB- CURB OYgiR
(�M{.E14 LOrW M ,so' (SEE DETNL ON
C I f D -s o) r
g - - 1o5m'�w al'SLTBK1j s7 PG + --( F1— "�I"�•- �1'�.,...'.li -' - -
malac-
a¢rAa W a-a-0]
14114ALLEN. E4 4 TRANSf11oN FROU 30- tune To lo•.TO•
1 &
SCII' TTMNGLE m°
m
GRAPHIC SCALE
i j
I ON iT;1:1 I
LL I
­t' 40 1.
ntHnn IreryrrAl
a�P.`w494%s
s"
SEAL
19621 a
s q-;
Trj„rr�
1�5
W � u-)
U�°�w
��. N U)
Lr—U0
�I- z w
U) O
�F-O LL
p
�w0
REVISIONS
NO I
ernwm I
,doom
CIO
p0',r m- O
LV I
OVO %
ozra,n m
I b
m
U
CID O w a
n1
W
Ns,RNN�rT,
OF SERVICE ANO ASSLKl1 T1E5E
ORa RDES ?GAS, AND DESIGN
CpIRF/}a KE�,f Nl'sY RW. l M
..Rnerlm ar ntelwNedl wwcrrl
wE cYgleArc trc rACn'vNO� DII
oeroOla Owr rx e, me r,aaswn
mNEEeN Ar.rrArAA
DATE : 02 -04 -2015
DRAWN BY: SMH
JOB NO : 10127
SHEET NO.
C -1.1

I
RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET RIPRAP LINED PLUNGE POOL FOR CANTILEVER OUTLET
Reference Design Note No 6 (SCcwd Edition). Jam 23, 1086 Reference Design Note No 6 (Second Edillon), Jan 23, 1966 Reference Design Note No 6 (Second Edilion), Jam 23, 1986
EI 027 E E-00.5 r E y E. 91i
06 �qJ
E L9w
e 1 E a fu'
10 la P la 3p
IS IPA —• Sa MS �- IN - /■
OECa1114AA SECTION AA a1 I'm wA
176 -- - 23
t0 5 aE 1J
as 'SO zd El 1/
^19— rE-CTWIl" - r,2— NwfOY00 —Oal SECTION &B
6-7
A w w w
I_ f —.t
PR'm p1I91ATlDEf BOOB UIVZATI
KS: Vte,nEPnI� a -- Kv�aMO in f«7 a�I.
100 14 )Mt1gg0' - ..ate P,�41 Lap la �••W f+M•Pad L•
Wq 1/ L•IaLOYIl16R BONS 10 yRM1nylylyFi[ 6085 13.5 nMaOHN£4
2X-0a Pp 2550 2 2550 9
Na y O[SKM1@P 4U0 S20 6 M3G 5 -20 f5•arLk MJG
65 79 E•V.ET OF 0.5 20 F, Fr 0 -5 to
4NEk> p
PI_L\GF -001 31 'LU NGE 100:_ 01 PI_U \Gl X001
/ f
/ f\
f 1'
EXISTNG 20'
Jm-
UENT
EASEYENi
`
Al/SFST
"A Da B24 PC 302
MP# 19120R9838135 -n Ibis
(50E as
PLUNGE POOL DI SHEET
10.5'L x 1 S 6
(sFE DETAIL 1H5 sHMEEr) JI
SEOIMEN9 BASIN H1
1NV WAT.40l 1
5262' 15' RCP B 037i
S=1)IV7i\IT BASS\ �l SA \0 -.L-=7 BASIN
SCAT = 30'
PLUNGE POOL D1
105'L a I6'W
(SEE oUAS- THIS SHEET)
- UP
STAJ+65 B5(- 114."')
'NV IN:00.]0
41.,61' 1B' PCP 0 0Ot1
1. Nnr auPaa
11 SEDIMENT BASIN
11 1 -
aN lE81L
7 I i 9, 1 k RF-YSaa
w Cd
NV 1.
1
NV Nap C )
I IN:pa: 9 "1
POND 2 +.
'5iORM SYSTUA A P7 j.
�',45.35'�EpyRt� 4 w7i1. J
. P/ f I / / / / / / ' / ire nur'a1Nio
SEifAE\ BASIN 92 SAND FIITER BASS\
SCA = 30'
I, f * 9549
li
NERD WALL (SEE DETAR
0f Mimi D -I.])
CONSTRUCT 6'x6' - OOCNOUSE- TYPE BOX
WBH CURB h INLET t-R EXIST- 42'
RCP REMWE EXIST 42' RCP FROM NEW
B 0 C UNE INTO PROPERTY. INSTALL
~ EXISTING 42' RCP
Ca Ca
SrA:10 -1.H(- 2724)
TOP:94.4]
INM IN:0.5.]0(CB C4)
INV OUT:05.60
] lft' 15' RCP O O 5BR
3L07 15' RCP O all
LE END
FAaE-
M SWALE
STORM SYSTEM
CATCH BASW
■ DROP INLET
ILA —0—()SECTION
X 100.00 SPOT O- -TION
= C5
STh0 +4596( - 16.60')
TOP:9] 37
INV W:B6 ](I(FES C6)
1. IN:07.10(M CT)
INV OW -.R620
FES C0
STA:9 +0252(- ]OTI')
GRAPHIC SCALE
q
( N Fear )
1 f¢on =40&
y11110EEEIMMMMeMM
Slot—
SEAL 3
19821
,+`rflNlRf illl�'�f A
Z
IL
W
LLI
w i (.C) Q
N (D
0 N
LL Z 06
Z) 0 0 p
_Z
w Z
Q�o W
Q 0 CD
W J
J
W
O
REVISIONS
NO
I I
I I
'O rn dI dI
ta00m tl
O
0 L) q
a z
coo
or
7
U
m�0
c°w 0M O
I
W
C�C �
1"1
W
ao
o � a
W J�XU q
U
W q
INSTRLHENi9
sIONS AM1O CESIGN
[¢WVnh rw
ORDI -T TH p+0`l3en�.Iyl
HE ORAVMNGS OR
DESIGN6 ONLY WITH THE ENGINEERS
WRITTEN APPROVAL
DATE: 02- 042015
DRAWN BY: TDW
'JOB NO : 10127
SHEET NO
C -2.0

M
LEWIS ST, LLC
ew 52• n sox
UAP/ TV47.0$pa,%a
SAND FILTER #2
GRASSED SWALE 213
GRASSED SWALE 2A
oxo-T#tTw we
ss vrx
f SAND FILTER #3 -
f
1TT /iC
Wo
x
SIUnSiGarAT - T13 M
ow - e.n m
winos - o
- Rg Ik
FRV
h6VCp0� 0.at K
(tto -0
D I—
. 77TL-
I
i
J
i
I
f
� f
r
f
i I 1
I
a"µn�rlJJJr
,�tZK
5EEAL� c I
19@31
0-
W <
W?Ln2
CO W
d_ }N�
Q
Z W
Z
��o
Q(n X
-�d� a
W
m
REVISIONS 1
NO
�4G0]
C1 I I V
z
v�c�au7 m
ID bX ti
a~ �
p9�q as
O � M
CV � Ls G
N
F
E4i 1T waff :Wrk n1>t
Y W1
y +A L(MG+Jf 4'ORBGY
�YkMSl'l6FTtfkYl�:n rs-war e.e
t+amcr nw r�r+[�n np�a.
rt�.waouw
DATE *-2014
DRAv N BY: TOW 1
,JOB NO -: 10127
SHUT NO
EX-3
r
DPAOU4C AREA S
Dm 'i
o 0s
LiTROAP
. Ac
-00.. of x
At.LR`N, f. H0rW1f8StNi Ee
_ _
be u PC Sao GRASSED
SWALE to
wrr 1912Tn7jT78
GRASSED SWALE IS
SAND FILTER # 1
I
i
J
i
I
f
� f
r
f
i I 1
I
a"µn�rlJJJr
,�tZK
5EEAL� c I
19@31
0-
W <
W?Ln2
CO W
d_ }N�
Q
Z W
Z
��o
Q(n X
-�d� a
W
m
REVISIONS 1
NO
�4G0]
C1 I I V
z
v�c�au7 m
ID bX ti
a~ �
p9�q as
O � M
CV � Ls G
N
F
E4i 1T waff :Wrk n1>t
Y W1
y +A L(MG+Jf 4'ORBGY
�YkMSl'l6FTtfkYl�:n rs-war e.e
t+amcr nw r�r+[�n np�a.
rt�.waouw
DATE *-2014
DRAv N BY: TOW 1
,JOB NO -: 10127
SHUT NO
EX-3

Section 4
Impact Areas

Landis
October 28, 2014
Mr. Kirk Rightmyer, PE
NC Development Engineers, PA
238 West Millbrook Road
Raleigh, NC 27609
Re: Stream and Wetland Delineation of Jake's Ridge, Oxford, NC
Dear Mr. Rightmyer:
Soil Science
Hydrologic Science
Groundwater Science
Environmental Science
Watershed Management
Landscape Architecture
Landis, PLLC (Landis) is pleased to submit this letter report concerning the stream and
wetlands in the southeast corner of the Jake's Ridge site in Oxford, NC and located on
East Industrial Drive. I conduct my on -site delineation on October 27, 2014. The
following are my preliminary findings:
1. Landis flagged the top of bank along each side of the stream channels using
solid pink flagging. The main stream was classified as "Perennial" according to
the NCDWR Stream Identification Form Version 4.11. A second stream was
flagged and was classified as "Intermittent" according the form.
2. According to the Tar - Pamlico rules both of the stream channels are required to
have a 50 -foot wide undisturbed buffer on each side of the stream as measured
from the solid pink flagging along the top of the bank. Except that the stream in
question does not show up on the USGS 7.5 -min. Topographic Map and does
not show up on the Soil Survey of Granville County, NC dated July 1997.
Attached is the ruling of a Neuse Basin stream buffer case in Wake County that
also applies to the Tar Pamlico Basin. Based upon this ruling, the stream in
question is not required to have a Tar Pamlico riparian stream buffer.
3. Attached is my hand drawn map of the streams and wetlands. If you are not
planning to impact any of these areas over the stream buffers, you may not need
to conduct a locational survey of the flagged boundaries. However, if you do
survey the boundaries depicted on the map, I can assist irr properly connecting
the points.
4. 1 recommend that you avoid crossing either of the stream channels because it
appears that it can be avoided and due to all the permitting requirements if you
disturbed the stream and buffer. If you need to cross the stream there is a
location about midway where you could get a road crossing with no impact to
3908 Bentley Brook Dr.
Raleigh, North Carolina 27612
telephone [phone]

wetlands. Of course if you need to cross the stream, Landis will assist you in
developing the permit submittal.
5. Landis flagged the boundary of jurisdictional wetlands in the bottomland using
stripped pink and black flagging. Three small and one large wetland areas were
found on the left bank of the stream adjacent to the hillside. These areas receive
frequent overbank flooding. Landis also two large wetland areas on the right
bank of the perennial stream and these areas also receive frequent overbank
flooding.
6. 1 recommend that you avoid any of the wetlands because it would be difficult to
prove a need for such impacts and second it would require permitting by the
USCOE and NCDWR. If however, there is a need for work in these areas Landis
can assist you in making the submittals.
7. It may be necessary to cross the stream and wetlands with a sewer line and this
type of permit would be the easiest one to be approved.
8. Sewers are very different from stormwater pipes, soil erosion controls, and
basins which are consider not to be water dependent structures, therefore it
requires substantial proof that an impact to the streams and, or wetlands is
necessary and that there is no reasonable alternative.
I trust that this information is useful to you in completing the development plans. Please
contact me if you have any questions or need further elaboration.
Sincerely,
Landis,
Barrett L. Kays, Ph.D.
NC Licensed Soil Scientist #1005
NC Registered Landscape Architect #304
Attachments — Site Map of Streams and Wetlands
Stream Identification Forms

r
� o
k � i
'k
n
11s.
r�l tent Stream
lnt
w etlanos
Stream
P . re�n�aul
oor Op
- r
,
IUSIV1AL it DIRWE

Landis
October 21, 2014
Mr. Kirk Rightmyer, PE
NC Development Engineers, PA
238 West Millbrook Road
Raleigh, NC 27609
Re: Proposal for Stream Identification & Wetland Delineation
Dear Mr. Rightmyer:
Soil Science
Hydrologic Science
Groundwater Science
Environmental Science
Watershed Management
Landscape Architecture
Landis, PLLC (Landis) proposes to assist your firm in the stream identification and
wetland delineation for parcel of land on East Industrial Drive, Oxford, NC. Landis
agrees to provide the following scope of services:
Scope of Services - A
1. Landis will conduct a preliminary stream identification to determine if the channel
is regulated as waters of North Carolina under the Tar Pamlico regulations.
I nnrlic Will inenart thin hnttnmlanH nraa ninnn the rhnnnal nnri riatPrmina if
wetlands are present pursuant to USCOE regulations.
3. Landis will prepare a letter report explaining the findings.
Scope of Services — B
1. If the stream identification is uncertain, Landis will prepare a stream rating
according to NCDENR stream identification rating system and flag the regulatory
portion.
2. If wetland areas are present, Landis will flag the wetland area in the field and
show the approximate location by a hand drawn map.
3. Landis will prepare a letter report explaining the findings plus the data sheets.
Fee Cost for Above Services
Landis agrees to provide the Scope of Services — A for a lump sum fee of seven
hundred and fifty dollars ($750.00). Landis agrees to provide the Scope of Services —
A +B for a lump sum fee of twelve hundred and fifty dollars ($1,250.00). The fee cost of
A +B is based upon Landis making a field decision that Scope of Services — B is
necessary for proper completion of the report. Landis will invoice you upon completion
of work and payment will be due within 20 days of the invoice date. A late fee will be
assessed at 1.5% per month on the - balance due. -
3908 Bentley Brook Dr.
Raleigh, North Carolina 27612
telephone [phone]

You may authorize Landis to proceed on the work by signing below and returning a copy
to me. Let me know if you have any questions or need further elaboration at this time.
Sincerely,
Landis
Barrett L. Ka , Ph. D.
President
NC Licensed Soil Scientist #1005
NC Registered Landscape Architect #304
AGRtED TO AS WRITTEN ABOVE AND AUTORIZATiON TO PROCEED
Mr. Kirk Rightmyer Date

TOPO! map printed on 10/21/14 From "North Carollna.tpo" and "Untitled.tpg"
78 *37.000 W 78,'36.000' W 78035.000' W WGS84 78134.000'W
I • . z t,' .7rnA�r, � "C1rerNdle� � ) Yt � 1 r 3! _��_ �,
j t Sy I� 1 I
►fir s , n /!:a 59
j
°a :�f{ o
X
I �
6`15
Tr -
Laka
` Davin
ao
ID -14) I 7i If - l !r kl • . _ 7 r{ {iii ko
0
Z.s a .�� y � J f � �,' j � • ,
f ±
Op
Pv
t a ! r.
t 1y1' c]i,yi r! % • /� /' / 1 ��, r Y. r -. `><~ e4• 'ti._'h /11
5 an
all
rem,' { _
- _ i'k 1tb 7. -'\
� � t -'� i .!!ll . . . - - I . .-,. • II � A � s � � I �l�: 6n l 1"e,r�.r �..� � . I n,4 f ! f
/ ` -1 �'/ -. /tom+[.. ,' �'���_•M1' � ''L 6 r£. � r �'�
.k. z ffy Z
o
cf � I _
ID ID-
o rn
m
Al >r
78 °37.000` W 78 °36.000' W 78 °35.000- W WGS84 78034.000'W
\LV N 2 —.- 5 - -- - ° i hmf
0 1000 FEET 0 500 1000 METERS
Printed from TOPO! � 2001 National Geographic Holdings (mylv.topo.com)

r
-'s.wa.rcws-

Page 1 of 1
Subj:
Jake's Ridge - Oxford Tax Credit, Oxford NC
Date:
10/21/2014 9:40:47 A.M. Eastern Daylight Time
From:
Mike(d)ncdenq.com
To:
BLKays(ftol.com
CC:
kirk(@ncdenq.com
Hi Barrett,
We are looking for a price and a time schedule for your report about the referenced project.
The site is in Granville county on East Industry Road between NC 96 and US 15 just west of an Oxford Housing
Authority apartment complex.
There is an upstream storm pipe discharging into the swale, 48" 1 think.
PIN 1912 12 97 3178.
Near the SE corner of the nine acre parcel the surveyor is showing a depression or swale. We need to know
what that entity is and the limits if it is something we need to buffer.
From you, I need a price for your consulting and a start and finish time. Also, I will need your resume to show
Kirk Rightmyer PE.
If you have any questions, give me a call.
Best regards,
Mike
Michael "Mike" J. Gibbons RLA
Project Manager
NC Development En6neers, PA
200000 0 cvxv r. . ivI iluiv un _
iwau
Raleigh, NC 27609
(Office) 919.803.8704
(Fax) 866.519.1284 (Toll Free)
[e-mail]
Tuesday, October 214 2014 AOL: BLKays

STA'T'E OF NORTH CAROLINA:
COUNT' OF WAKE
INTERPRETIVE RILING ON THE MEANING
OF THE MOST 1>sCENT VI'RSION OF NRCS
SOILS SURVEY MAP REFERENCED IN THE
NEUSE AND TAR- PAMLICO RIPARIAN
BUFFER PROTECTION RULES
BEFORE THE
F;NVIRONMENTAL MANAGEMENT
COMMISSION
INTERPRETIVE RULING
This matter cane before the North Carolina Environmental Management Commission
(Co€n€ni.5S1071) or €12 July 2006 for an interpretative ruling identifying which map is the "most recent
version ofthe soil survey neap prepared by the Natural Resources Conservation Service ofthe United
States Department of Agriculture" that is to be used to identify existing surface waters that are
subject to the Neuse and Tar - Pamlico riparian buffer protection rules, 15A NCAC 2B .0233 and
0259, respectively.
The issue before the Commission is which of the several neap forms produced over time by
the Natural Resources Conservation Service (MRCS) did the Commission intend to be used to
ideut:i fy the surface waters approximately shown on the most recent of the soil survey reap prepared
by the MRCS for purposes of implementing riparian buffer protection in the Neuse River and Tar-
Pa€r€lico River Basins.
In consideration of the issue, the Commission finds the following:
The Neuse and Tar-Pamlico Riparian Buffer Protection Rules, 15A NCAC 2B4O233
and .0259, respectively, protect 50 foot wide buffers along intermittent and perennial streams, lakes,
ponds and estuaries in these river basins. These surface waters are identified as being present "if the
fbature is proximately shown on either the most recent version of the soil survey Wrap prepared by
the Natural Resources Conservation Service of the United States Department of Agriculture or the

-2-
most recent version of the 1:24,000 scale (7.5 minute) quadrangle topographic prepared by the
Uinited States Geologic Survey (USGS)."
2. The buffer protection rules for the Neuse and Tar - Pamlico River Basins provide that
riparian buffers adjacent to surface waters that appear on either of the maps are to be protected but
riparian buffers are not protected if the adjacent surface waters do not appear on the snaps.
3. By making references to these: maps in the rules, the Commission intended to make
land development and design predictable for the kgriculturai, silvicultural and development
communities because the maps could be examined and an initial determination made concerning the
presence of surface waters for design purposes.
4. The NRCS maps were (and are) paper -mound copies in county soil survey
publications that depict soil polygons as well as surface waters in a particular county,
5. Electronic versions of the soil survey maps for several counties in lie Neuse and 1 ar-
Pamlico River Basins recently have been made available for public use. However, these "Web Soil
Survey" maps do not show surface waters that are depicted on the paper -bound or published copiers
of the county soil surveys. The surface waters that are shown on these w eb maps are not intended
to depict the actual network of streams. The nwnber and length of streams shown on the electronic
NRCS maps is significantly reduced from those depicted on the paper -bound maps.
fi. Thepublishedpaper- boundNRCS maps arethebest available foruseinidentification
of surface waters present in the Neuse and Tar - Pamlico River Basins quid the adjacent riparian
buffers. The published parper -bound MRCS maps are available in the counties or with assistance
from DE NR.
Based upon the foregoing findings, the Commission issues the following:

-3-
INTERPRETIVE RULING i
The "most recent version of the soil survey map prepared by the Natural Resources
Conservation Service of the (united States Department of Agriculture" referenced in 15A NCAC 2B
.0233 and .0259 means the mast recent paper -bound versions of the NRCS soil surveys, or copies
thereof, that were in place at the time that these reaps were first referenced in the Neuse Buffer Rule
(1997) are to be used for implementing the Neuse and Tar - Pamlico Buffer Protection rules and any
other Environmental Management Commission rules or programs that refer to the NR.CS maps for
stream or surface water location and identification purpose unless an updated version of these maps
is available that depicts, at a minimum, an equal or greater amount of linear feet of streams that was
shown on the paper -bound version of the map that was in place; at the time the Neuse or Tar - Pamlico
Buffer Rude was originally adopted.
This the 4 day of August, 2007,
ENVIRONMENTAL MANAGEMENT COMMISSION
�.iti °ial I- 1..i!loreau, Chairman

-
.
„y
i
I I
LEGEND
EASEMENT
—s.— BWALE
i STORM SYSTEM
CATCH BASW
■ DROP INLET
11— ENO SECTION
X 100.00 SPOT ELEVATION
HEAD WALL (SEE DE —L
ON SHEET D -T ])
rr
- TOTA'Lp CREEK MPACT = 25.73 L.F.
IMPACT SUMMARY:
,,�—n,i}' i- RCP O 0153
T
CREEK IMPACT,
I
TOTAL CREEK IMPACT = 25.73 L F < 150 L. F. NO MITIGATION REQUIRED
NOTE. CREEK IMPACTS ARE MEASURED FROM
j
HEADWALL TO EXISTING PIPE.
BUFFER IMPACT: (NO BUFFERS ON THIS SITE)
n„ z
DNE = 0
Z 11
1 IMPALTTNG
ZONE21MPACT = 0
�•°, x
ZONE 21MPACT = 0
TOTAL BUFFER IMPACT = 0
%v N m �
h
WETLANDS IMPACT.'
-aar�' +�• :� a D.5s3 a'
WETLANDS IMPACT 1 = 724.89S.F. (0017AC.)
Do
WETLANDS IMPACT 2 = 75.18 S. F. (0.002 AC.)
TOTAL WETLANDS IMPACT = 800.07 S.F (0.019 AC.)
a+N01 w+0 +A+11h1
K
SEAL _
19021
EN ;
i• GIppNk n.
W
Q
W > Lo
(D U-)
EE�L
U) -
U) Do
L11z0
X m
QQo X
W W
REVISIONS
NO.
I
I J
I I
I
d W 0 c
Leoom
tv I I
0002
oZm+n
C
v
Z 11
i1o'm
m
r
%v N m �
h
Im m
Do
I
w
I �
�
W
U ❑[
J
0
K
THEBE DOG MENTS PRE WSTflUMEMS
Of SERMCE AND AS SUCH THESE
VaIA+AVIFOS. oi3iG A•q.IF.SN.VI
GO+lFPn. w! 5so P4 H4uAW t �s
PROPERTY OF THE ENCJNEER PUBLISH
OR W F--THE OMWINOS OR
DESIDNS ONLY WITH THE ENGINEERS
+ WROTENAPPROVAL