19980113 Ver 1_COMPLETE FILE_19980210

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STANDARD GRADING AND DRAINAGE LEGEND No REVISION BY
~ CB =CATCH BASIN FES = FLAIRED END SECTION YD =YARD INLET GENERAL GRADING DRAINAGE NOTES DI =DROP INLET JB = JUNGTIGN BOX
DESCRIPTION EXISTING PROPOSED OUTLET PIPE STRUCTURE RIM ELEV. INVERT IN INVERT OUT
A) PRIOR TO CONSTRUCT'ON OF THE PROPOSED STORM DRAINS LENGTH, SIZE, SLOPE OUTLET PIPE
~i~~CR(NBS1N 100p~~„ GiM i~ ~ 6pAII CONTRACTOR SHALL VERIFY ALL EXISTING LOCATIONS AND ELEVATIONS STRUCTURE RIM ELEV. INVERT IN INVERT OUT STORM SEWER 1° OF CONNECTIONS TO BOTH THE EXISTING STORM DRAINS AND PROPOSED LEN G LENGTH, SIZE, SLOPE FES 19 258.50 16'(L)x18'(W)x22"(D) RIPRAP APRON
~ `~v (i) ~ n STORM SYSTEM. NOTIFY THE ENGINEER OF ANY DEVIATIONS. ~ ~ X DI 2 273.00 269.50 YI 20 266.50 262.30 262.20 92 L.F. 8"OHDPEC~ 0.7%
E"b' ~ B) ALL STORM DRAINAGE LINES SHALL BE REINFORCED CONCRETE PIPE 80 L.F. 15"~ RCP ® 0.7% YI 21 265.00 261.55 261.45 52 L.F. 8"OHDPE®1.35%
DI 3 273.00 269.90 269.80 °RN" °R""" CLASS III, UNLESS OTHERWISE NOTED. SDR 35 PVC, SCHEDULED 40 PVC, 56 L.F. 15"0 RCP ® 1.0%
OR HDPE PIPE MAY BE USED FOR ROOF DRAINS AND YARD DRAINS. CB 4 272.75 268.24 267.99 - (288) _ _ ~~88 140 L.F. 18"0 RCP ®3.927
CONTOURS EXISTING 2' CONTOUR PROPOSES 2' CONTOUR C) BOUNDARY AND TOPO SURVEY PROVIDED BY TRIANGLE SURVEYORS CB 5 266.25 262.50 262.40 CB 22 274.50 271.00 64 L.F. 15"0 RCP Q0.15% 140 L.F. 18"0 RCP ®2.61%
DATED 10/02/97. CB 6 262.50 258.75 258.65 CB 23 264.50 263.75 262.90 20 L.F. 24"~ RCP ® 0.7% 32 L.F. 18"0 RCP ®4.06%
(290}-°--- ~ EXISTING 10' CONTOUR PROPOSED 10' CONTOUR CB 7 261.50 257.35 CB 6 256.85 CB 24 268.00 263.61 263.51 112 L.F. 24"0 RCP ®7.82% 70 L.F. 24"0 RCP ® 1.0%
NOTES: 257.60 CB 11 CB 25 259.00 254.75 254.65 20 L.F. 24"0 RCP 0.7%
FES 8 256.15 TREE LINE ~ 1. STREAM BUFFERS: 50' OR 100' FOOT WIDE UNDISTURBED YI 9 264.50 261.80 CB 26 259.00 254.51 254.41 24 L.F. 24"0 RCP ® 0.7%
STREAM BUFFER. NO CLEARING OR GRADING OTHER 52 L.F. 8"OHDPE® 2.5% _
THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE JB 10 ~ 263.20 260.50 259.70 40 L.F. 15"0 RCP ®4.25% FES 27 254.24 12'(L)x7'(W)x22"(D) RIPRAP APRON
RIP RAP APRON OF EXISTING VEGETATIGN PERMITTED. (IV-GG. & IV-HH) NO CLEARING, GRADING, OR STRUCTURES WITHIN 10' CB 11 261.50 258.00 258.00 CB 28 259.00 255.22 40 L.F. 15"0 RCP ® 0.7% 56 L.F. 15"0 RCP ® 0.7%
OF THE STREAM BUFFER. FES 28A 255.22 5'(L)x7'(W)x22"(D) RIPRAP APRDN
TREE PROTECTION FENCE ~ ~F - 2 CENTERLINE OF 25' CITY OF DURHAM SANITARY SEWER EASEMENT YI 12 277.50 274.80 44 L.F. 8"OHDPE® 1.0%
SUBJECT TO TERMS SIATED IN THE DECLARATION IN
REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, CB 13 278.25 274.35 273.70 CLEARING LIMITS FILL, EMBANKMENTS, T3EES OR OBSTRUCTIONS PERMITTED 220 L.F. 15"0 RCP ® 1.0% NOTE: SEE ROAD WIDENING DRAWINGS FOR STORM PIPING CHART 0
WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS. CB 14 276.50 271.50 271.40 88 L.F. 15"0 RCP ®1,02%
CB 15 274.00 270.50 270.25 60 L.F. 18"0 RCP ®6.25% '
CB 16 270.25 266.50 266.40 166 L.F. 18"0 RCP ®3.25%
CB 17 264.75 261,00 260.50 54 L.F. 24"0 RCP ®2.31%
CB 18 263.50 259.25 (CB t7) 259.15 1 ~ ~ [or.~_) ~ 260.75 (YI 21 ~ 24 L.F. 24"0 RCP ®2.71%
'9: 269.0 Z I- ~r W i ~ ~ ~ o ~ ~ ~ i/ o
~ g m 3 BLDG. ~ ~ 2 ~ ~ v W ~v ~ I
~ 86 277.8 ' ~ ~ ~ I i,1 • _ , ~ ,y , ~ w N 0 :12 ~l ~ I I a
~ ~ 268 ~ ~ ~ ~I ~ ~ - l2 ~ ~ W ! o
I ~ I ~ w z ~ - ~ / ~ i
~ o 1~ 1 ~ r; ; rn i ~ Q ,F ~ o F.F.E.= ~ ~ CB-4~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
1 ~ z (2 _ w 67.75 ~ ~ ~
8 0 ~ z r!. I 26 CB-~ 281.1 - _ ~ - ~ ~ 18 RCP ~ o ~ Q ~ CB-5 ~ z N W
' 7..0 2fifi.25 266.2 ~ t~~, , { CB-14 277.00 ~ { I ~ ~ g I I ~ z o z Z
I N ~ l ~ 286: BLDG.. C 17 16' L x16' W x22' D ~ ~ I ~ Q Q ~ ~ N N W
i I ~ O ( c) , HC HC ~ ~ X282.25 ~ RIPRAP APR N ~ ~ z i ~ ~ ~ -
~2g 86'.25 ~ w Np.9 Q) ~ I 282.25 ~ ~ ~ ~ ~ YI m J w ~ 1 Z ~ F.F~E. ~
BLD I~~ U a X7!/.25 ` 1 ~ MM U ~ ~ Q Li.
- ! ~ N0.10 ~ , ~ ~ Q I ~ ~ ~ rn Q
~ F.F.E. ~ ~ ~ ~ U ~ nn 0
F.F.Er.- t ~ a { ~ ~ N ~ Z~ ti F~.~,E.= ~ ~ YI { 6~ ~ 65.75 a ~ ~ 269.25 - - ~ I LL s ~ N N ~ 2
87.Q0 Jl r~ ) ti 4' F ~ ~ 6 ~ ~
6.25 g'~,Q~ ~ ~ 21 ~ r~ j 282.25 ) g 28s.25 DP G N ~ ~ 264 H 8 ~pF.F.E. ~ x Z
~ ~ 1 ~ 282.25 ~ ~ ~f ~ ; 268.25 ~ ~ Q PF P ~ O o Cn Z
I I a fa ; ~ ~ JB
• { ~ o 10 N I I APO' BUFFER ~ & ~ W Q
~ { ~p _ ! ~ CREE Q k ~ ~ , N QG 3 a - ~ I ~ N ~ Q
1 za6.25 F.F.E. ~ o ~ h , 26 ~ J ~ ~ ~ 2 _ A ~ V 1 ~t
s 286.25' I \ ~ ' ~ F .~E.- N ~ ~ ~ 67.b0 I rn z ~ .J 3 ~ N ~
TENNIS ~ . ~ ~ 77.'x:5 ~ g ~
I 2 7.0(' 77.d6 ~ W CB I L
~ ~ \ ~ F.F.E. i 266.25 6 a ~ 1 ~ CB-6 ~ 26 t 3 5 ~ ~ A I N ~zet.2 ~ ~ ~ s~~ ~e _ ~ ~V ~ ~ ~~i > z
6 , . 1_ r~ ll t.~ 1. ~.J S I ' _ ~x
f a ~F.F:E. N ~ 6 J ~~`L CB
~ 81: ti' N 7 ~ N 2 ~ Y: j , 4
~ ~ {7' N ~ ~ V j ~ ~ , ~ r I ~ 20 266 v J
~ U ~ ' t BLDG. E ~ BLDG. i o
N F.F.E. ! ~ ~ 1 ~ A~0.11 ~ N 281.25 ~ \ 5~ ~ \ AI0.11 ~ ~
1 ~ ( ~ { 267.50 i, . ; ~ ~ ~ C ~ ~ ~ ~
78 A 5 F~ Q ~ I 278.25 ~ 1 0~F ~ ~ x W ~ ~
286. • . - I 25 ~ ~ , ; ; F.F. 286.~5 BLDG. m .F. a,= H F.F.E.= ,
~ ~ ~ 62.75, ~ ~ ~ 62.75, 66`.75 W o i
,W
290.25 - ~ ~ ~ { , ~ ~ ~ Z m 4 ~ P ~ -
~ _ tJ ~ ~l/;:, ~ I ~ ~ _ - Z ~ ~ ~ I ~ ~
I 2a6~25 ' ° ~ - ~ 21'(L)x7'(w)x3o"~lD) 30"~lD) ~ ~ ~ ~ N
290.25 6. { ~ 1 IPRAP APR N S , 28 5 ~ ~ ~ \ ft 0 0 I $LDG. { o \ )N sp, \ ' ~ ~ ~ ~ W
9 1 ~ ~ sr STS U F ~ ' ~ APHIC A Z ~ J ~ ~C LE g
t YI t 1Z'(t)x7'(W)xtt'~(,D) ~ 258 '92 ~ 12 { IPRAP APROPJ Z ~ \ ~ ~
I F.F.E.= ~ g - _ ~ ~ ~ ~G \ ~ ~ as o zo ao ea Sao F ~ z Z J
~ F.Q.E.= F ~ ~ ~ - ~ ~ ~ I i~ rl ~ 91.00 I I ti ! ~ F : , ~ ~ J I Q
N 87.00 N 290.25 286.25 { ~ { ~ \ \ 6 J A, ~ ~ ~
i 290.25 ~ ~ _ ~ ~ f ~ N ~ 286.25 ~ - - ~ - - _ _ FES ; E' E (IN FEE'S Z
I rn o ~ , ~i; , - \ J ~ ~ 1 inch = 40 t. ~ ~ • ~ i', ~ U Z 1,' ,
N ~ ~ , ~ ~ F..F.E.=; F.F.E.= ~ ~ , I N ,4 288.750, ~t { ~ 6~. 5 rt iI~ ~ 50'(L)x32'(W)x30"~ a I , j N
79.0 2 co cp ti ~ RIPRAP APRON , 285.10 C1~2 '
I ~ © ~ ~ 278.25 267.50. ~ Y~• y~ 1 267 so 1 e e ~ ~ W e i ~ .e W
I 7~.2 ~ ~
~ , ~ ~ i { CB~~ ~kj ti ~ ~ s , ~ y 'r ~ ~ Z
~ i 1 5'(1L)z7 (W)x22 ~ ) - ~ r: ~ nl ~ - - ~ \•A / ~ RIPRAi' APRON ~ %'~i!V xx/f ~,if ~i`, ( ~ > 20 BUFFER W
I o 1 _ ~ ,f ~
1 w - 1 ;'Sl ~ v;, ~ _ ~ ~,~,,x~ ~ max' 1
~ ! ~ v K; ~ ( 6' C R GA ~ ~ ~ti~ ~ air APR ~ „ , l r \ ,.4
1 _ ACHE ~ l ~ y F.F.E.- F.F.!`.= - ~ N ~ G 0 V
I 28$.25 F.F.- I ~ ~ 0 \ , 287.25 28 .25 `V \ ' ; \ Or,
Q ~ FESy N Y: ,L. ~%Ny.~ Vii. , ~ a, fESS j . ,9', ~f~% j / ~ ? C
Vv .i~ / ~ iii-.
%~~/~i ~.1, ~ i /,i., ~ ~ I
~ D NCi HEE . ~ - ~ ~ '~,Q'~.~..~o~'~P ~ ''.,11 ~ L. H .
~ r i ~ ~ , ~ I r 264 ~ ~ • ~ ~ 1 ~
~`l- f CB-31 r, 'i k; ;~RFJ'"' l 5
I ,g ~1 ~ 266 R~.P (258 ~F~~ ~i.~ 25aa ~ e~ L la-g1 I
`L~ 1 ~ 6 ~ 1 5~ ~ ~p'(E , SSE " A
6 4 i ~ ~ I CB-29 8 ~
1.25 270 ~ ~ o ~'i,',~i ~~/j~,i". I I I
~ ~ ' ~ 271.25 DI-3U 25 2 ~0 s ~ 65. ~ ~ ~ (60) ~ ~ 0 ti~ ` ~ 51R 60) ~ RFA~` ~ ~/,~;•i ; , , ~ DRAWN
~a~ ~ ~ 0A BLDG. ~ ~ ~ ~2 ~6. TJF SE ~ W
TO BE REMOVED ~ I ~ ~ ~ ~ i N0.6 2 5 o W CHECKED ~r ~ ~ ~ SE ~ m
` BLDG. ~ 8 ~ . -i,~,~ ,
2 0 , - . ~ ~ ~ , i ~ DATE Q
~ ~ ~ N~.5 \ j~ ~ \ ~ ~ 1217 97 Q 1 i~ : Z
~ F.F.E.= ~ i, \ (2g 2 4 4 64 ~ t:~ I I SCALE ~ n ,
1ti • ~ ~ o ~ 1 = 40 o ~S o
211.2 ~ n ~ . ~ in inn ni
i 275.25 Jun INO.
/ 275.2 0~ a N 9715
J \ 2 F.F.E. - - ~ v p SHEET No.
\ I 7F~.00 F.F.E.~., a V %
\ I i 6 '?.6.75
) ~ I loe Ile s C141
F. F. E265.25
0 SEE SHEET C140 FOR CONTINUATI I F,FE( \ 266 1127; 5r POOL 66.00 d265.25~
FILE NAME: 9715C141 OF SHEETS
uk=; Maim* 'ANN&- Awih~

t ~ ~ ~ ~ ~ , ~ No REVISION BY ~
_ -23 ~ 'ti .
6 G , 26~ , ~ ,
' ~ CB-31 ~ i; 5 FF~
~ ~ ( RG r 1250. ~ e~ ~ , ,
+ L ~ ~o~
~~7~~ cB-2~ 8 5 / % ~J~l ; g
1.7`~-='~
271.25 DI-3U 25 ND ~ ~ 6~,. ~ ~260)~ STANDARD GRADING AND DRAINAGE EEGE 2
- p BLDG. ,~60p
DESCRIPTION EXISTING PROPOSED o ~ • ~ N0,6 ~ r{', ~ ~ G r ~ ~p
. U ~R o G ~ ~ ~ o BLDG. /k" C . w
STORM SEWEk ~ • ~ 21 a ,,i a
k~ - . o ~ '
~ ~ ~ i ~r ~ ZZ ~ F.F.E.= , 1 + (<<;4 ~ ~ 1 ~ 264 z (<G 4 ~ g
~a,n nn l 91 nab w«nnxeoK ~ ~ ew .llll
2 71<2 (288) . --288 p ~ O ~ p ~ ~
CONTOURS n T , , 275,25 - EXISTING 2' CONTOUR ROPOSED 2' CON C l R 275.2 ' „a ~ 1
F.F.E.= _ _ z9o _ 2y0 212 _ ~
-[-H- ~ EXISTING 10' CONTOUR PROPOSED 10' CONTOUR ~ ~ - %~.OO u X11 ~ ~
- - - - _ F. F. mG ,ii~%~, TLAND~
l 1REE LINE - _ _ - ~ ~ ~ ~ 6~ F~~~;.Ol) T ~ ' .ti~ r
o. G F. F,~.- 265.25 '~'~"ir ~ , r; ~
..E ~ 26G 266 ,
RIP RAP APRON ~ 76-75 p2r~~~.2s , X273.5 pU~E - 27 .Z5 ~ 4 02 5.25 << ^ ' ,
2 © ~h Q 214. 2 - ~ l i 't- ~ ~ `yam 1
TRFF PR~'~TECTION FEN~'C TPF--TPF- VF.F.E. ~ _I=1 ~ .
274.5 p 6~ 21 G J
_ ~79. - 7y ,
' F.F.E.= i-. , , ~ ~ ~r;
z75.>~~ ~ti - 1 ,,~r A 1 ~ ~ 2g 26 y. ~
- << X79.20. ~ ~ ~ , ~ ~ ~ ti
N ,NOTES OFD ICE (~~~NERAL GRADING DRAM AGE rS~ S~N~~q ~
- CLUB HOUSE. A) PRIOR TO CONSTRUCTION OF THE PROPOSED STORM DRAINS BLDG. N0. 4 • s~ ~Fp F~iTq ~ . 1 ~ r Fqs FR ?r U1 - s ~i S F
NTRA TOR SHALL VERIFY ALL EXISTING LOCATIONS AN[1 ELEVATIONS ~ ~ Yd CO C ~ 41 v ~ F,~ , FF M ~ ~ ~ v~, ~r . tiaFti. W
OF CONNECTIONS TO BOTH THE EXISTING STORM DRAINS AND PRflPfl~'r~ F.F.E.= w '9 ti rF Z
STORM SYSTEM. NOTIFY THE ENGINEER OF ANY DEVIATIONS. ~A'~ ~ o ~ Z Z ~n F . Q Q
A R IN NtRETE PIPE F •F•~ ~ F,F. _ 6i ALL STORM DRAINAGE LINES $H LL BE E FORCED CO ~ ~ F, ~ ~ ~ . ~ W . FF ~ Z ~ ~ ~
CLASS III, UNLE`!S C?NERWISE NOTF[~ SuR 35 PVC. i+._li:F~ 40 g~.~(; tv ~ . - N d ~ OR SMOOTH INTE ~ . ~ . ~ ~ ; ~ _ 279 20 ~ J \ 0
AND YARD DRAIN ~ ~ F" ~
~ R(?UNDARY AND r Pk- . , ~ r , ~ ~ 5 A i v~ Q
DATED 10/02/97. - "u~~Op ~,L ' rn Q
_ - ~~i/~~ ~ Z ~ i V ; ; ; - ~ 0 J ~J a
N~>IES: ~ A~ ~ YI I ZQ' YI
I CENTERLINE 25' OF CITY OF DURHAM SANITARY SEWER E~'~EMENT . ' ~42 43 _UBJECT TO TERMS STATED IN THE DECLARATION IN CB-34 ~ N ~ 1,CL (V ~ f n ~ ;.~,J ~ „ N ~ X L Z
REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, ~ _ ; - N ~d'' ~k x 1'H' >`c' tD~ ~ J - ' ~ , //J'~;, ' ~x Q I~ RAP A i~ ~ r , ~ , , ~ 0 _l ~ Y
FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS PERMITTED ~ ~ 15 kCF • WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS- l~ U0 N ~ O 6+~ ~ ~
• ,,E:; 5 1 R P 1 k P ~ ~ 6~ - ~~~l~ J , iJ Jj. iY_ l~ . h®I ~T, J i~% ,r!~~„ ~ ~ rn
N ~ .TREAM BUFFERS: 50' UR 100' FOOT WIDE UN015TURBED ~ ~ N, O ~ I 3 ` ~ ~ U ~ L.L.
STREAM BUFFER. NO CLEARING UR GRADING OTHER F.F.E.= 1` ~ 278.25 F.F.E.= N rv ~ ~ iJ,J i ~ Q
THAN SELECTIVE THINNING AND ORDINARY MAINTENAN_E 2 F _ _ CAF EXISTING VEGETATION PERMITTED. (IV-GG. & ~I'~+ 6 C ~ ?1825 ~ /V i, ~ ~
~-r `a 288 AG CB-38 _ - - \ RCP ~ r. ~
,2g? 1-0 - G: ~ -
84
;41 ?0 • z M \ 1
c 6 2~ A ~ w - (25) `
^ ' \ l
a - w~
{ 266.2 rr,~, ~ ~
= AT~r+ BASIN FES =FLARED END SECTION YD =YARD I^d BI,D r. ~ wR - - ~,~;i t ~n+ , , o
~•'lP INLET JB =JUNCTION BUX ---T- - - - - `Z ~ w 40
~ I . s N _ m ~ W
I , , OUTLET PIPE 1 . ~ . I STRICTURE ~ RIM ELEV. ~ IN~~ERT IN INVERT OUT- ~ s
. NGTH, SIZE, SLOPE ~ _ _ - - L.F. i ~ - ~ _
rD . rn v, ~ ~ O ~ ~ ,1~ ~ N 1 ~ ~ ~ ~L~ lU fl
r-- CB 29 268.30 264.80 165 L.F. 15"0 RCP ®1.55 % r~ rn . to w
DI 30 265.75 262.25 262.15 + 82 L.F. 15"0 RCP ®5.67% H ~ tl r <I\ \ O 4 / ~I
• F.F.E`~~~s
CB 31 261.00 257.50 257.25 , . 25 L.F. 18'"'m RCP ~ 2 0% I N b _ J r.> 0 Q J 77 75 - ~L - s
CB 32 260.50 256.75 256 ?5 21 L.F. 24'"'0 RCP ® ,77 ~ 6' s~ w
FES 33 25F, I C W x 12' L x 22"DRIP RAP APRON F.F.._ ~ c? E Q Z 276.25 ~
- ~S o-~ ~ d ~ F.F.E.=~
CB 34 276.25 272.75 100 L.F. 15"0 RCP ®4.75% _ C F.F.E.= ~ 67.0 15" z Z < 7g $ U 276.25 ~ Q
CB 35 271.50 268.00 B 34 7 - 106 L.F. 15°0 RCP ®4.159 i ~ ~ C ~ ~ ~
268.10 YI 4 26 .90 ° 'Q F.F.E.= ~ g0~ CB 47 ~ ~ 276.25 27 ~ i 7
CB 36 267.00 263.50 263.40 42 L.F. 15"0 RCP ®0.95% ~ B . ~ 4 i ~ ~
CB 37 266.50 263.00 262.90 20 L.F. 15°0 RCP ® 2.09; 2 P ~ ~ Q-+ ,G ~~2 i Z
C8 38 266.00 262.50 262.25 75 L.F. 18"0 RCP ® 2.D7G N ~h ~ ~F 4 A Zaa 1 r3 ~ Rc - rL o m
CB 39 264.50 260.75 256.00. ~ ' 20 L.F. 18"0 RCP ®10.0% 282 ~ ' ~ ~ . ~ ~ W
FES 40 254.OD 18' W x 16' L x 22"DRIP RAP APRON 11,u~,1 4 CB-46' . 28 2 Zq Q
®285.25 ~ 6 d
YI 41 273.00 270.30 270.30 64 L.F. 8"OHDPE~ 0.77 ~ 2 ~ 285.25 `6., ~ W
YI 42 273.00 269.85 269.85 68 LF. 8"OHDPE®2.289, • LDG. 2~s s
YI 43 271.00 268.30 268.30 20 L.F. 8"OHOPE® 1.09: ~ i 2~ 2
- - YI 44 .280.90 278.20 82 L.F. 8"OHDPE®4.459; N.0.2 ~ s4 F.F.E.=
YI 45 277.25 274.55 274.45 90 LF. 8"OHOPE9 4A% I ~ I o ~ • 2~g
F.F.E. - , ca
CB 46 274.50 270.85 270.00 80 L.F. 15"0 RCP ®3.12% ~ ~ ~R~H RO( 86.00 . •''FESSrp.,:,~":
CB 47 271.00 267.50 265.00 112 L.F. 15°0 RCP ®0.047 27 i<io ~ ,,Q~o ,~.•9' 285 ~5 ~ ~ ~ H C YI
FES 48A 254.50 ~ 20 L.F. 18"0 RCP X5.007 ~ ~ _ ~:i SEAL 45 r_> . 285.25 u,
i CB 48 257.25 253.75 253.50 32 L.F. 18"0 RCP ® 0 77 r.F:-,= 10376 , . 214
~ CB 49 257.25 253.28 253.28 24 L.F. 18"0 RCP ®0.707 78.1)0 F ~a:;;~z;: ~ ~ z NGINE,. P ,
FES 50
253.11 4' W x 6' L x 22"DRIP RAP APRON (~'~4; - I m ~ ~ 28 o ~ . ~
w Ni!TE: SEE ROAD WIDENING DRAWINGS FOR STORM PIPING CHARTS (SHEETS C160-C162) e _ w d Q a7 ~ ~ ~
~ Q . (2g >
0 z ~ ~LD~~, Q h z r' ~c~ Yl ~ ~ ~
~ N0.1 ~ ~ g Q ~ v ~
GRAPHIC SCALE - ti ~ ~ - ~ z DRAWN
f" F. w o 20 ~ eo +eo 2~5 F.F.E.= F.F.E.T ~ 25.00 F.F.E.= F.F.E.= TJF
~ 6 285.00 82.00 g 2a5.oo CHECKED
R GA ~ N AGE ~ ~
( IN FEET ) RLH . .
1 Inch = 40 Pt. BEN~riMARK DATE
2g 286 ~ h DURHAM LEC MONU 1 1 97 ~ ~ 22 29p N.C. GRID COORDIN~ CA
294 92 0' lA `l ~ l ~ . 29 P ~ i N = 798,341.921 ~ 4 E FER E = 2.004,936.244 1
_ _ - ~o ELE`~ ~ 65,23
- sR,•~„,_ _ JOB No.
W 120 9715
~,HFET No.
25' RIGHT_C _ f
m wA' DEDICATION C140
~ - of - SHEETS FILE P~AI~E ~C 4J
x ice. ~ f.~ ab..fi..u-- - -r
i ill l t 61~ ~

9 +
r ? f r
SOILS
Map Unit Name
(Series and Phase):/1lT? I-f4o(i11ak (? f ?/ r(A
Drainage Class: /
/ Feld Observations
Taxonomy (Subgroup): Confirm Mapped Type? es o
Profile Descriotion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inchesl Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.

-7.17 _ L? (o
CLLlL?I
e2 ?iT ?f U??1 f U2?
.
_ _
yr-
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime _ Listed an Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? es No (Circle) (Circle)
Wetland Hydrology Present) es
Hydric Soils Present? Yes (0 Is this Sampling Point Within a Wetland? YesJ 1
Remarks:
aT?iun <i(/ -?v/lJws v-
r
.197- WTI, 1996
.0-
NC,WRC,HCP,FALLS LAKE TEL:[phone] Mar 05'98 14:27 No.004 P.03
1 Nortih Carob Wildlife Resources Corm nissiong
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188,919-7333391
Charles R. Pullwood, Executive Director
MEMORANDUM
TO: Jean Manuele, Regulatory Specialist
Corps of Engineers
.lc+hn Dorney
Division of Water all J
FROM: Owen F. Anderson, ' ont Region Coordinator
Liabitat Conservation, Program
DATE: March 5, 1998
SUBJECT: Pre-Discharge Notification and 401 Certification for Faces Development
Corporation, E 1 ?g2o487?ig 8 048?? 9 $20 $Creek, 9 anti DCape WC? 4801B13in, Durham
County, C
Staff t biologists with the Wildlife Resources Commission have completed a review of the
subject pre-discharge notification/401 certification to assess impacts on wildlife and fishery
resources in the area. A site visit was made to the subject ro arty on February 27, 1998. Our
comments are provided in accordance with provisions of I ?aa 40 ate met d ct; 7 16 (33 .CS.C.
466 et seq.), and the Fish and Wildlife Cootdination Act
661-667d.).
The applicant proposes to destroy 0.345 acres of wetlands that includes located in the 75 linear feet of
intermittent stream and 50 feet of perennial stream. Theproject I,ake Jordan
watershed and is Class IV-NSW. There are approximately 1.64 acres of wetlands on the 25.48
acre site.
There was evidence of overbank flooding along the unnamed tributary; therefore, the
floodplain and associated wetlands are providing significant water quality functions that help
protect downstream habitats and a public water supply. Several depressions including an old
pond basin provide habitat that could be important pools for breeding amphibians.
We appreciate the efforts of the applicant to protect open space and a significant portion
of the flood lain on the property. However, it appears that the road, could be shifted footprint todi the
reduce impacts to floodplain wetlands. Additionally, it appears that shifting the fiir
road would reduce the impacts to the intermittent tributary or allow room for stream relocation
rather than eulverting.
We have the following recommendations and comments on this project:
NC.WRC,HCP,FALLS LAKE TEL:[phone] Mar 05'98 14:31 Ne.005 P.01
Paces Development Corp, 2 March 5, 1998
199820487/88/89 and DWQ 980113
1. Require the applicant to look at alternate designs that will reduce impacts to the
intermittent stream and reduce impacts to any floodplain wetlands. Unavoidable impacts
to the stream should be mitigated at the established ratios,
2. Require the construction of a wet detention pond to treat all stormwater from impervious
surfaces. High energy water from the pond should be dissipated to prevent further
scouring of the stream channel, Ponds should be of sufficient size to replace lost flood
storage.
wetlands from future impacts and to
3. mRequire the aintain he atpream buffers in native trees and shrubs.
m
4. Grassed swales are preferable to curb and gutter and will help further reduce impacts to
water quality.
Wo appreciate the opportunity to provide comment office Ott he early stages ag of this project. Tf
we can provide further assistance, please contact
PRE-DISCHARGE NOTIFICATION PCN
TO: National Marine Fisheries Service
Pivers Island, NC FAX [phone]
US E'ish & Wildlife Service
Raleigh, NC rAX [phone]
State Historic preservation Office
Raleigh, NC PAX [phone]
NC Division of Water Quality
Raleigh, NC FM [phone]
NC Wildlife Resources Commission
Creedx oor, NC FAX OM 528-4835
1. ACTION ID: 199820487/199820488/199820489
2. APPLICANT: Paces Development corporation
3, BATE OF TRANSMITTAL: 2/23/99
4. RESPONSE DEADLINE(5 days from transmittal): 2/27/98
5. COMMENT DEADLINE(10 days from response deadline): 2/9/98
6. SEND COMMENTS T0: RALEIGH REGULATORY FIELD OFFICE
RALEIGH, NC
ATTN. Jean ManUO10
F;,X [phone]
We are also forwarding the attached PCN to the Fish and Wildlife
Service and the National Marine Fisheries Service for review and
comment concerning any likely affect to any threatened or
endangered species or their critical habitat within those
agencies' jurisdiction,
T8'd 95:60 8661'81'Z8 A8oit n938 H6I31UN WObd
A q9 .bLA?
Alta Crest
Apartments
Watkins Road.
Durham County,
North Carolina
FEB 0 9 1998
Joint Application YOM and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICAVON
TO CORPS OF ENGINEERS
NATIONW!'DE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Paces Development Corp.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
(7044) 332-8780
Prepared By:
Leonard S. Rnndaer, PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigb, NC 27613
[phone]
*Subject to verification by the USACE
Date : 2/98
1
L0'd 99:60 866T'8T'Z0 ASOIUTA@36 H0I31Uk J W021d
It
980113
Alta Crest
Apartments
Watkins Road
Durham County,
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Paces Development Corp.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
[phone]
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
[phone]
0
,.r
*Subject to verification by the USACE
Date : 2/98
DE;I ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) : Z(" iA-f, ly
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME : 0.,C. e S tJ Ve.4 4Q h'1 C-t?T f p.
+-_1 ??'??ef'? rte
2. MAILING ADDRESS: 200
CITY: Cka lo4ie_ STATE :
SUBDIVISION NAME:
J?LG ZIP CODE: 28?zo4
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISSION NAI?E_(IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : 1 n ?'e.vSe c,f"lth v?C-1-k tv?c? ©?cG
rid NJ Cane( 4111 ?occ8
3. TELEPHONE NUMBER (HOME):
(WORK) :
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
??• mom S1?a?r? -- SGtm ?ZS Cc.?ou-e?
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): I
COUNTY: NEAREST TOWN OR CITY:
1
1 SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.):

6. IMPACTED OR NEAREST STREAM/RIVER: 1. aria VY\,--d +? (kLA-a ,:1 0?` l imit 4pe-
RIVER BASIN:
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-1-L',? YES [ J NO IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [,]
7c. IF THE PROJECT IS LOCATED WITHIN A 'COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COAST. COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [/Y IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ J NO (4 IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND:
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:

2
? a
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: f 4? -F(? 2-U . y'115 A4, W,L+kb' IATION :
t4vgp -Ak Iq .o3 A- yeav.
FLOODING: OTHER:
DRAINAGE: TOTAL. ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PR OVIDE DISTANCE BOTH BEFORE ND AFTER RELOCATION)
/f-rs the t,,6 CK P # © ,

LENGTH BEFORE
: I 00 L- I:: (Av/p 3i-I'A FT AFTER: ( i-1-
45-0 w, 110
'-c
e- rU?
9A
Saj ire w kev, -"-
?
RE d on normal high water contours
b ±L*. 'f"vl b
) : 1 ? Z
FT
WIDTH BEFO ase
( -
WIDTH AFTER: F0"6 ?\ria I 4:j?,k,AV! FT
I hk 4 1 h L.,,_
'
/
FT
AVERAGE DEPTH t FT AFTE
- ?,
BEFORE: Pk,-, In-6 I R:
(2) STRE=.M CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
or-d- Y% p r'AP
CHANNEL EXCAVATION: CONSTRUCTION OF A D!4/FLOODING:
OTHER: 1v4e-v- m 1 ?rl &- S t ??d ?-. •t vd S, f<- d'?2U-.6o m L,-\-f
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) : __rr
-*:; , o U,r ?v? r????I? ??a f??0
13. PURPOSE OF PROPOSED WORK:
3
1 1
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
See- ( o U e, s ay-?j rem Y-?. S t-p- v fay e4e to, <J-s_
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [] NO IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL,
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES (I NO [ J
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO (I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 2.7603-8003, TELEPHONE [phone].
4
A
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLP.N IF REQUIRTD.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? c'
/ f
f. IF APPLICABLE, WHL T IS PROPOSED METHOD OF SEWAGE DISPCSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
?C
OWNER'S/AGENT'S S GNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
2Is1?8
DATE
5

LEONARD, S RINDNER
Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning [phone]
February 5, 1998
Ms. Jean Manuele
US Army Corps of Engineers - Reg. Field Office
Raleigh Regulatory Field Office
6508 Falls of Neuse, Suite 120
Raleigh, NC 27615
Mr. John R. Dorney
Department of Water Quality - NCDENR
Environmental Science Laboratories
4401 Reedy Creek Road
Raleigh, NC 27615
Re: Alta Crest Apartments - ± 2.48 Acres. Durham County. North Carolina - Nationwide Permit
#14. #26. #12
Dear Sirs
On behalf of my client, Mr. Tom Shoup of Paces Development Corp, 1 am requesting confirmation of
eligibility to impact + 0.32 acres of wetlands and surface water channels utilizing NWP 926 and a NWP #14
to cross a tributary of New Hope Creek. The surface waters impacted with NWP #26 include + 475 If (±
0.03 acres) of impacts to an intermittent tributary that begins at the base of an off-site pond. The road
crossing itself has been minimized to approximately 50' wide with additional 50' necessary to provide a rip
rap apron to dissipate the velocity. Total wetland impacts are approximately ± 0.29 acres. As depicted on
the plan and in this rgport the developer has taken extraordinary care in avoiding impacts to the perennial
stream and to minimize wetland impacts utilizing retaining wails Approximately 40% of the perennial stream
is protected within a minimum 200' wide buffer (100' each side of centerline) The remaining approximate
60% of the perennial stream is protected within a minimum 100' wide buffer (50' each side of the
c enterline) The total undeveloped buffer and open space adjacent to the stream is approximately 7 acres A
NWP #12 will be required to connect to an existing sanitary sewer trunk line and to connect to an existing
water main.
BACKGROUND
The proposed residential development is on approximately 25 acres in Durham County, North Carolina.
Current land use in the vicinity is single family subdivisions, recently developed multifamily developments
and agricultural land. There are approximately 1.64 acres of jurisdictional surface waters and wetlands on
the project site. All fill material will be unpolluted and appropriate measures to control sedimentation and
erosion will be employed. Wetlands and streams which will not be disturbed will be protected during
construction from damage due to construction traffic, drainage and other forms of disturbance.
The remaining streams and wetlands will be protected by restrictive covenants and the hydrology to the
remaining wetlands and streams will be maintained and enhanced to the extent feasible by utilizing the storm
drainage system. This will increase their water storage, pollution removal, bank stabilization, and aquatic life
functions.

Alta Crest, Page 2, February 5, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14, 12
SIIMMARYOFJURISDICTIONAL WATERS OF U.S.
Surface Waters Perennial tributary (± 1,400 If) + 0.31 ac.
Intermittent tributaries (+ 475 If) + 0.03 ac.
Wetlands + 1.31 ac
Approximate Total - Waters of the U.S. + 01.64 ac.
SUMMARY OF IMPACTS
Surface Waters Perennial tributary ± 100 if + 0.030 ac.
(NWP #14 - includes rip-rap apron)
Perennial tributary ± 40 if + 0.010 ac.
(NWP #12)
Intermittent tributaries + 475 If + 0.020 ac.
(NWP #26)
Wetlands NWP #12 ± 0.020 ac.
Wetlands NWP #26 + 0.295 ac.
Approximate Total - Waters of the U.S. (NWP #14, #26, #12) + 0.375 ac.
Summa1y
Nationwide Permit #26 - 0315 acres (0.295 acres wetlands; 0.02 acres streams/4751f intermittent
tributary from an off-site pond.
Nationwide Permit #14 - 0.03 acres perennial stream crossing/rip rap apron
Nationwide Permit #12 - 0.030 acres (0.01 acre stream crossing; 0.02 acres wetland crossing)
Methodology
Preliminary identification and delineation of the Jurisdictional Waters on the site were determined according
to the Corps of Engineers Wetland Delineation Manual, Technical Report Y-87-1, 1987, with Appendices.
Preliminary data gathering included review and interpretation of topographic maps; USDA Soil
Conservation Survey; aerial photographs, and preliminary site visits to selected areas. Then the Routine
On-Site Determination Method was utilized to determine the upper boundary of the wetlands. In order to
make a positive wetland determination, indicators of hydrophytic vegetation, hydric soil, and wetland
hydrology were identified as described in the manual.
A
Alta Crest, Page 3, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14, 12
The wetland boundary was marked in the field by Leonard S. Rindner, PWS, Environmental Planning
Consultant and was reviewed and verified by the USACE. The surveyed map has been used for planning and
for permitting purposes.
General Wetland Classification and Description
The limited wetlands on this site can be described as Palustrine Forested Broad - Leaved Temporarily
Flooded and Seasonally Flooded. They have formed in perched water table conditions, in flat to nearly level
areas and depressions often typical of Chewacla soils (Ch).
Vegetation
A majority of the site is in a forested state in various stages of old field succession. The wetland areas are
generally forested. Species which occur in these areas include Green Ash, Sycamore, Sweetgum, Red Maple,
Ironwood, Willow, and other typical species that tolerate these wet and shallow root conditions. Common
understory trees and shrubs include silky dogwood and alder. Woody vines include poison ivy and
greenbriar. The herbaceous layer is variable based on exposure to light. Species include sedge and rush
species, jewelweed, microstegium and others.
Hydrophytic Vegetation has been identified according to the National List of Plant Species That Occur in
Wetlands: Southeast (Region 2), US Department of the Interior, Fish and Wildlife Service.
Hydric Soils
None of the soils are listed as Hydrie according to the National List of Hydric Soils. 1991, however
Chewacla soils may have hydric inclusions according to the Soil Conservation Service, Technical
Guide-Section II-A-2, June 1991.
Hydrology
The jurisdictional wetlands and streams are headwaters of New Hope Creek in the Cape Fear Basin (Water
Classification - WS IV NSW). Wetland hydrology is provided by a surface runoff, overbank flooding and
ponding, springs, and a high seasonal water table.
Intermittent Tributary
The small tributary which begins at the base of the off-site pond dam (probably seepage) dam appears to be
intermittent especially during the growing season. It empties into the floodplain. There does not appear to be
direct connection of the intermittent stream to the perennial stream. Therefore it is unlikely to support
aquatic species requiring year round water including fish, bullfrog tadpoles and many salamanders.
WETLANDS PERMITTING AND MITIGATION
The subdivision layout minimizes impacts to the perennial tributary and adjacent wetlands. The plan also
depicts substantial buffers along the creek. Except for temporary construction and development impacts, we
believe that the proposed project will not cause significant impacts to the ecological functions or values of
Jurisdictional Waters of the U. S.
M
I
Alta Crest, Page 4, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14, 12
Avoidance, Minimization, and Mitigation
Except for a necessary creek crossing, and a utility line crossing impacts to the perennial stream
have been avoided. The perennial creek is within approximately 7 acres of undeveloped open space.
Impacts to wetlands have been minimized through sensitive site planning and the use of retaining
walls where feasible.
The perennial stream is protected 4 100' and 50' buffers on each side of the centerline.
The following Best Management Practices will also be employed to minimize impacts to Jurisdictional
Waters. These will include:
a) Siltation Barriers; Sediment Traps and Diversion Ditches
b) Barricades to define construction limits to sensitive sites and to protect trees
c) Preconstruction meetings
d) Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and
natural areas to be preserved.
e) Methods to prevent short term impacts will be inspected regularly and maintained during
construction of the project.
f) Wetlands to be preserved will be clearly marked prior to construction to prevent accidental damage
to wetlands. The contractors will be held responsible for unauthorized wetland damage not
permitted according to plans and specifications. Preconstruction meetings shall be held if necessary
with representatives of the USACE and the NCDWQ.
g) Short term construction impacts, primarily stream sedimentation, will affect aquatic habitat.
However this will be minimized to the extent practicable to promote rapid recovery.
h) Project construction will strictly adhere to an approved Sedimentation and Erosion Control Plan.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and
aquatic life such as fuels will be avoided by not permitting staging areas to be located near surface
waters.
i) As required by the 401 Water Quality Certification conditions, measures will be taken to prevent
"live" or fresh concrete from coming into contact with waters until the concrete has hardened.
Employment of strict erosion and sediment control procedures will be specified to avoid impacts to water
quality. Existing wetlands and surface waters and buffer areas will be protected from erosion and
sedimentation during construction and installation of the mitigation sites. Control structures such as
sedimentation traps, siltation barriers and/or at a minimum, silt fence will be utilized as necessary.
The preserved streams and wetlands will be protected from future impacts by the applicant or by a group
designated by the applicant for this purpose. Development of these areas will be deed restricted (or similar
mechanisms).
AQUATIC HABITAT
The aquatic systems in the project area consist of the headwater wetlands and perennial streams remaining.
A variety of wildlife is supported by these systems including mammals, birds, reptiles, amphibians, fish,
insects, mollusks, and crustaceans. Therefore strict adherence to an approved erosion and sedimentation
I I
Alta Crest, Page 5, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14
control plan will be maintained during the construction period in order to control degradation of water
quality downstream and protect the areas to be preserved. Short term construction impacts, primarily
stream sedimentation, will affect aquatic habitat, however this will be minimized to the extent practicable to
promote rapid recovery.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and aquatic life
such as fuels will be avoided by not permitting staging areas to be located near surface waters. Also, as
required by the 401 Water Quality Certification conditions, measures will be taken to prevent "live" or fresh
concrete from coming into contact with waters until the concrete has hardened. Aquatic resources are
expected to be enhanced through the restoration of wetland areas that flood and pond for longer durations.
CONCLUSION
The approximate 25 acre residential development has been designed to balance the site's economic viability
with its environmental value. The goal of the site plan and mitigation plan is to help balance the
environmental consequences of this development by preserving the most valuable Jurisdictional Waters of
the U. S. on the site. The undisturbed streams and wetland areas will be preserved by the applicant or by a
group designated by the owner for this purpose.
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration.
Si erel
Leonard S. Rindner, WS
Environmental Planning Consultant
NC Landscape Architect #578
cc: Mr. Tom Shoup
Paces Development Corp.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
[phone]
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INTERMITTENT STREAM
FROM OFF-SITE POND
_ _?
SEE ENLARGEMENT FOR IMPACT LOCATIONS
71
OVERALL PLAN
1 "=200'
I 11 1' ??.
i
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3
ROAD CROSSING
r w? is??
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f ? CRMN:C SCA:E
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NEW HOPE CREEK TRIBUTARY

SUMMARY OF JURISDICTIONAL WATERS OF U S
Surface Waters Perennial tributary ( ± 1,400 If) ± 0.31 ac.
Intermittent tributaries (+ 475 If) + 0.03 ac.
Wetlands + 1.31 ac.
Approximate Total - Waters of the U.S. + 01.64 ac.
SUMMARY OF IMPACTS
Surface Waters Perennial tributary ± 100 If + 0.030 ac.
(NWP #14 - includes rip-rap apron)
Perennial tributary ± 401f + 0.010 ac.
(NWP #12)
Intermittent tributaries + 475 if + 0.020 ac.
(NWP #26)
Wetlands NWP #12 + 0.020 ac.
Wetlands NWP #26 + 0.295 ac.
Approximate Total - Waters of the U.S. (NWP #1.4, #26, #12) + 0.375 ac.
mma
Nationwide Permit #26 - 0.315 acres (0.295 acres wetlands; 0.02 acres streams/4751f intermittent
tributary from an off-site pond.
Nationwide Permit #14 - 0.03 acres perennial stream crossingtrip rap apron
Nationwide Permit #12 - 0.030 acres (0.01 acre stream crossing; 0.02 acres wetland crossing)
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!RAW"
J
RLH
DATE
12(Z97
1r ?r
9715
SHEET NO.
.?A AA
A L
S. Rindner, PWS
cc. Mr. Thomas H. Shoup, P.E.
Vice President
Trammell Crow Residential
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
(704) 332 - 8995
(704) 332 - 8997 - Fax
LEONARD_ NER
Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning [phone]
October 25, 1997
Ms. Jean Manuele
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse, Suite 120
Raleigh, NC 27615
Re: Wetland Delineation Submittal for Watkins Road1Old Chanel Hill Road Site.
Durham County. NC
Dear Jean:
On behalf of my client, Mr. Thomas H. Shoup of Trammell Crow Residential, i am
submitting the survey of the wetlands and supportive documentation on the project site
for your review and approval. We are currently utilizing this map in our planning efforts
and in the future we plan to discuss permitting issues with you in more detail.
Please let me know if you have any questions or require additional information.
Thank you.
Sincerely,
Environmental Planning Consultant
NC Landscape Architect #578
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: WaTk- f 9<V&CZd1
,d n / g,(
Date: A
Applicant/Owner: 74rrki +`/ i W a County:
Investigator: 4e_. zuez'jac' State: ?L
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
(If needed, explain on reverse.)
HeA,-vfl?,.aC ?,. f -- S- Arm 6
V9GETATION
Dominant Plant Species Stratum Indicator Dominant Plant Soecies Stratum Indicator
1. L??.cr ??hry.?-• _T , 9. n
d-
ma
V If
,
y
3.a/1vaCGS 0/Y1 V M 11. tU CT S
4. FAI,' 12.
5. /GAG c JG• A G 13.
14.
7.` Gv.L+G Sites /.? ICJ 15.

Percent of Dominant Species that are OBL, FACW or FAC d
(excluding FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
-Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other -Saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more. required):
Depth of Surface Water: (in.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: on.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: rn.) _ Other (Explain in Remarks)
Remarks:

WTI, 1995 -196-
-w /

SOILS
Map Unit Name
(Series and Phase):
?
-
l
/_ / /? /
Wf. nal<'?i /Ad/v6r4Qiac Class:
?
Feld Observations
Taxonomy (Subgroup):/V?/Gt $r? Confirm Mapped Type? o
Profile Descriotion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) AbundancefContrzst Structure, etc.
_ 5 Z /0 Y/
lr? it _3 !V 0
Hydric Soil Indicators:
_ Histosol -1-c'_ oncretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _
_ Listed on Local Hydric Soils List
Reducing Conditions
l
C _ Listed on National Hydric Soils List
i
o
ors
yed or Low-Chroma _ Other (Expla
n in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? a No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? a No Is this Sampling Point Within a Wetland? Yes o
Remarks:
Q r? h rc,- J/
-197-
WTI, 1995
DATA FORM
ROUTINE WETLAND DETERMINATION
' (1987 COE Wetlands Delineation Manual)
Project/Site: Date:
Applicant/Owner: County:
Investigator: State: &C,.
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
(If needed, explain on reverse.)
W la.cC DIGS - G7 -Arm ?3
VFGETATION
Dominant Plant Soecies Stratum Indicator
i-Aw t-, Dominant Plant Soecies
9. Stratum Indicator
AL 064--
2. yG/S ?hd? OS 10.4ih17 ie4y 6be*i % S ?C

4. AJ?7,jC
7
12.
5. C11Q3ds G *'V/71wr%
6. eeeg 13. (/S dg?Qera^
14.
7.ALIACAlt / ysw 1 is.
8,.Cg f'=- 192 /V.
Percent of Dominant Species that are OBL. FACW or FAC
(excluding FAC-).
v o
Remarks:
?d,(s /v,-6c_o.
L_A?e ICr d S v
G/ - irr
v
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
-Stream, Lake, or ride Gauge Primary Indicators:
-Aerial Photographs _ Inundated
_ other Saturated in Upper 12 Inches
-No Recorded Data Available _
_ Water Marks
_ Drift Lines
_ Sediment Deposits
Feld Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: rain.) -Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) _ Local Soil Survey Data
..f. _ FAC-Neutral Test
Depth to Saturated Soil: ??_On.) _ Other (Explain in Remarks)
Remarks:

WTI, 1996 -196-

Map Unit Name /
(Series and Phase): Drainage Class:
L Field Observations
Taxonomy (Subgroup): JV6L 4 Confirm Mapped Type? Yes No
Profile Descriotion: 7plL 7 'by"a?r*
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
`0z. /0 C? Si /? ?oan
AAo
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histie Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Su)fidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed an Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
?rs?l CQr. -
earls w/V to,
SOILS
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks:
No (Circle)
No
es No
(Circle)
Is this Sampling Point Within a Wetland? es No
-197-
WTI, 1995
DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
Project/Site: ? kIns U? Vt 4 # Date: r
Applicant/Owner: County:
Investigator: State: /YG
Do Normal Circumstances exist on the site? e No Community ID:
Is the site significantly disturbed (Atypical Situation)? <les Transect ID:
Is the area a potential Problem Area? Yes kUo/ Plot ID:
(If needed, explain on reverse.)
Non 7
VEGETATION
Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies _ Stratum Indicator
2. -C.rl ? L rdrr-
3. /«S G Gt gx- '
_ lo. ( ??/iYf
11. lcl?arr?/cG.? A ,??
4. h alp'
6.t?n?nu5 /O/1 ?G--? Z=" 14.?iya7f/en S
7._ & e4,JA-0.,- S/ /IGi1t/ f ,C- 15 / vna?v
8./?1G/oS?Cc,/sir V/Mri?cw 44 16 G TG{?
_-
Percent of Dominant Species that are OBL. FACW or FAC
(excluding FAC-).
5a
Remarks:

4/2y, lact
,
Alnar! Ca?nur (rtarnv
HYDROLOGY
_ Recorded Data (Describe In Ramarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other -Saturated in Upper 12 Inches
_ No Recorded Data Available -Water Marks
_ Drift lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: fin.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: - fin.) _ Local Soil Survey Data

Depth to Saturated Soil: 4 ? ffn-) _ FAC•Neutral Test
_ Other (Explain in Remarks)
Remarks- )
/mod
?
?
a s
-
If

WT1,1995 -196-
* .9 W
SOILS

/
Map Unit Name 1-faelCIV Y wl 'It 0/ r1^
/
(Series and Phase):
f Z' Drainage Class:

J1
l Feld Observations
6C' V a
Taxonomy (Subgroup): 4 J 1v Confirm Mapped Type? es o
Profile Descriotion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches) Horizon (Munseil Moist) (Munseil Moist) Abundance/Contrast Structure, etc.
V - U _A S ?OCtir+ti
2 (p erdate I QGliTY?
l_ Yg- !o s
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histie Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime _ Listed on Local Hydrie Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
Gieyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? es No (Circle) (Circle)
Watland Hydrology Present? as
Hydric Soils Present? Yes Is this Sampling Point Within a Watland? Yes ?1 1
Remarks: ?J
S/?I

.197- . WTI, 1995

Alta Crest
Apartments
Watkins Road
Durham County,
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Paces Development Corp.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
[phone]
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
[phone].
*Subject to verification by the USACE
Date : 2/98

? s
DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) : Z(f i 11, I Z
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
I . OWNERS NA:`?E : 0.c e.:5 ? oQ e.?2-?- Carp.
2. MAULING ADDRESS: CITY: Ctia do- e- STATE:

SUBDIVISION NAME:
N G ZIP CODE: 2g zo4
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVIj?ION NA E?(IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : 1y1?Pv?e??"lah Off" wa+t<-le?G Fi©C114
av-\4 C?)(j ???( c 1 oczc?
3. TELEPHONE NUMBER (HOME):
(WORK) :
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
.1 nrrl% _Irli/vra --
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PgOTOGRAPHY WITH SCALE) : I(
COUNTY: rvA- rV1 NEAREST TOWN OR CITY: Q_ '

1

r 4
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.):
act rc ??- -?c-r??S Dai
6. IMPACTED OR NEAREST STREAM/RIVER: lJ nnG me..d 'fir c kc/!ZL'4 Or L? 4ope-
RIVER BASIN:
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QU_?LITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II) ? YES [ ] NO IF YES, EX-PLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA. OF ENVIRONMENTAL CONCERN (AEC) ? YES [ ] NO [?J
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COAST. COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO (i]' IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: Z•'`fU ?Lr
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
t W P # 2,& .07- Ac.. I,:
FILLING: 1-(v-02 #7j,,, -Z-q,5 ate. 1-f,4&AWATION:
?4 kp4 p -A:: Iq . o3 A- 54-?eayv-%
FLOODING: OTHER:
DRAINAGE: TOTAL ACRES/ TO BE IMPACTED:
±7, o 77 A-?es, 4z T.e rv.,no "41y' I ?11 pQ &kd .0 1 rN C'"r? 1 r 1 11 I ! ( ) 1h v-1Gi
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE MD AFTER RELOCATION)
'J-7S IK - t" 6 (9 wp # Z? O i
LENGTH BEFORE: i0o Lr (NV/f' -14) FT AFTER: 6-v ?? ° ra o ''U`A
WIDTH BEFORE (based on normal high water contours) FT
f,+erw, , ffe'\+ +Y-'61/ 6---( - C> pert, I C' t
WIDTH AFTER: '0""?-v\i6k-f ,hy ria --:E SGry?? FT
?i'4-. 411 AVERAGE DEPTH BEFORE: Pel- +y%6 FT AFTER: FT
(2) STREAM_ CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
Ord Y, p rip
CHANNEL EXCAVATION: CONSTRUCTION OF A DA!4/FLOODING:f
OTHER: V C<VA 1I?zm+ +rr(? G/ 1?'1Pa-fs t'r0rr. G?-C,y?rc?? ?i'f'C_ G?2L/-?0?+'?'???)
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
13. PURPOSE OF PROPOSED WORK:
3

14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [] NO 4 (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [I NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO (I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
y
e
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Si?LA?G_..M ???_
if r U ( /
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U. S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
'7? ?0"
OWNER'S/AGENT'S S GNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
DATE
5

LEONARD S RINDNER
Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning [phone]
February 5, 1998
Ms. Jean Manuele
US Army Corps of Engineers - Reg. Field Office
Raleigh Regulatory Field Office
6508 Falls of Neuse, Suite 120
Raleigh, NC 27615
Mr. John R. Dorney
Department of Water Quality - NCDENR
Environmental Science Laboratories
4401 Reedy Creek Road
Raleigh, NC 27615
Re: Alta Crest Apartments - ± 25.48 Acres, Durham County. North Carolina - Nationwide Permit
#14. #26,#12
Dear Sirs:
On behalf of my client, Mr. Tom Shoup of Paces Development Corp, I am requesting confirmation of
eligibility to impact ± 0.32 acres of wetlands and surface water channels utilizing NWP 926 and a NWP #14
to cross a tributary of New Hope Creek. The surface waters impacted with NWP #26 include + 475 if (±
0.03 acres) of impacts to an intermittent tributary that begins at the base of an off-site pond. The road
crossing itself has been minimized to approximately 50' wide with additional 50' necessary to provide a rip
rap apron to dissipate the velocity. Total wetland impacts are approximately ± 0.29 acres. As depicted on
the plan and in this report the developer has taken extraordinary care in avoiding impacts to the perennial
stream and to minimize wetland impacts utilizing retaining walls Approximately 40% of the perennial stream
is protected within a minimum 200' wide buffer (100' each side of centerline). The remaining approximate
60% of the perennial stream is protected within a minimum 100' wide buffer (50' each side of the
centerline). The total undeveloved buffer and open mace adiacent to the stream is approximately 7 acres. A
NWP #12 will be required to connect to an existing sanitary sewer trunk line and to connect to an existing
water main.
BACKGROUND
The proposed residential development is on approximately 25 acres in Durham County, North Carolina.
Current land use in the vicinity is single family subdivisions, recently developed multifamily developments
and agricultural land. There are approximately 1.64 acres of jurisdictional surface waters and wetlands on
the project site. All fill material will be unpolluted and appropriate measures to control sedimentation and
erosion will be employed. Wetlands and streams which will not be disturbed will be protected during
construction from damage due to construction traffic, drainage and other forms of disturbance.
The remaining streams and wetlands will be protected by restrictive covenants and the hydrology to the
remaining wetlands and streams will be maintained and enhanced to the extent feasible by utilizing the storm
drainage system. This will increase their water storage, pollution removal, bank stabilization, and aquatic life
functions.

Alta Crest, Page 2, February 5, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14, 12
41MM4RY OF JURISDICTIONAL WATERS OF U S
Surface Waters Perennial tributary (± 1,400 If) ± 0.31 ac.
Intermittent tributaries (+ 475 If) + 0.03 ac.
Wetlands + 1.31 ac.
Approximate Total - Waters of the U.S. ± 01.64 ac.
SUMMARY OF IMPACTS
Surface Waters Perennial tributary ± 1001f + 0.030 ac.
(NWP #14 - includes rip-rap apron)
Perennial tributary ± 401f + 0.010 ac.
(NWP #12)
Intermittent tributaries + 475 if + 0.020 ac.
(NWP #26)
Wetlands NWP #12 + 0.020 ac.
Wetlands NWP #26 + 0.295 ac
Approximate Total - Waters of the U.S. (NWP #14, #26, #12) + 0.375 ac.
mma
Nationwide Permit #26 - 0.315 acres (0.295 acres wetlands; 0.02 acres streams/475 If intermittent
tributary from an off-site pond.
Nationwide Permit #14 - 0.03 acres perennial stream crossingtrip rap apron
Nationwide Permit #12 - 0.030 acres (0.01 acre stream crossing; 0.02 acres wetland crossing)
Methodology
Preliminary identification and delineation of the Jurisdictional Waters on the site were determined according
to the Corps of Engineers Wetland Delineation Manual, Technical Report Y-87-1, 1987, with Appendices.
Preliminary data gathering included review and interpretation of topographic maps; USDA Soil
Conservation Survey; aerial photographs, and preliminary site visits to selected areas. Then the Routine
On-Site Determination Method was utilized to determine the upper boundary of the wetlands. In order to
make a positive wetland determination, indicators of hydrophytic vegetation, hydric soil, and wetland
hydrology were identified as described in the manual.
I
f
Alta Crest, Page 3, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Domey - NCDENR
Request for NWP 26, 14, 12
The wetland boundary was marked in the field by Leonard S. Rindner, PWS, Environmental Planning
Consultant and was reviewed and verified by the USACE. The surveyed map has been used for planning and
for permitting purposes.
General Wetland Classification and Description
The limited wetlands on this site can be described as Palustrine Forested Broad - Leaved Temporarily
Flooded and Seasonally Flooded. They have formed in perched water table conditions, in flat to nearly level
areas and depressions often typical of Chewacla soils (Ch).
Vegetation
A majority of the site is in a forested state in various stages of old field succession. The wetland areas are
generally forested. Species which occur in these areas include Green Ash, Sycamore, Sweetgum, Red Maple,
Ironwood, Willow, and other typical species that tolerate these wet and shallow root conditions. Common
understory trees and shrubs include silky dogwood and alder. Woody vines include poison ivy and
greenbriar. The herbaceous layer is variable based on exposure to light. Species include sedge and rush
species, jewelweed, microstegium and others.
Hydrophytic Vegetation has been identified according to the National List of Plant Species That Occur in
Wetlands: Southeast (Region 21. US Department of the Interior, Fish and Wildlife Service.
Hydric Soils
None of the soils are listed as Hydric according to the National List of Hydric Soils. 1991 however
Chewacla soils may have hydric inclusions according to the Soil Conservation Service, Technical
Guide-Section H-A-2, June 1991.
Hydrology
The jurisdictional wetlands and streams are headwaters of New Hope Creek in the Cape Fear Basin (Water
Classification - WS IV NSW). Wetland hydrology is provided by a surface runoff, overbank flooding and
ponding, springs, and a high seasonal water table.
Intermittent Tributaa
The small tributary which begins at the base of the off-site pond dam (probably seepage) dam appears to be
intermittent especially during the growing season. It empties into the floodplain. There does not appear to be
direct connection of the intermittent stream to the perennial stream. Therefore it is unlikely to support
aquatic species requiring year round water including fish, bullfrog tadpoles and many salamanders.
WETLANDS PERMITTING AND MITIGATION
The subdivision layout minimizes impacts to the perennial tributary and adjacent wetlands. The plan also
depicts substantial buffers along the creek. Except for temporary construction and development impacts, we
believe that the proposed project will not cause significant impacts to the ecological functions or values of
Jurisdictional Waters of the U.S.

Alta Crest, Page 4, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14, 12
Avoidance, Minimization, and Mitigation
Except for a necessary creek crossing, and a utility line crossing impacts to the perennial stream
have been avoided The perennial creek is within approximately 7 acres of undeveloped open space
Impacts to wetlands have been minimized through sensitive site planning and the use of retaining
walls where feasible.
The perennial stream is protected by 100' and 50' buffers on each side of the centerline.
The following Best Management Practices will also be employed to minimize impacts to Jurisdictional
Waters. These will include:
a) Siltation Barriers; Sediment Traps and Diversion Ditches
b) Barricades to define construction limits to sensitive sites and to protect trees
c) Preconstruction meetings
d) Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and
natural areas to be preserved.
e) Methods to prevent short teen impacts will be inspected regularly and maintained during
construction of the project.
f) Wetlands to be preserved will be clearly marked prior to construction to prevent accidental damage
to wetlands. The contractors will be held responsible for unauthorized wetland damage not
permitted according to plans and specifications. Preconstruction meetings shall be held if necessary
with representatives of the USACE and the NCDWQ.
g) Short term construction impacts, primarily stream sedimentation, will affect aquatic habitat.
However this will be minimized to the extent practicable to promote rapid recovery.
h) Project construction will strictly adhere to an approved Sedimentation and Erosion Control Plan.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and
aquatic life such as fuels will be avoided by not permitting staging areas to be located near surface
waters.
i) As required by the 401 Water Quality Certification conditions, measures will be taken to prevent
"live" or fresh concrete from coming into contact with waters until the concrete has hardened.
Employment of strict erosion and sediment control procedures will be specified to avoid impacts to water
quality. Existing wetlands and surface waters and buffer areas will be protected from erosion and
sedimentation during construction and installation of the mitigation sites. Control structures such as
sedimentation traps, siltation barriers and/or at a minimum, silt fence will be utilized as necessary.
The preserved streams and wetlands will be protected from future impacts by the applicant or by a group
designated by the applicant for this purpose. Development of these areas will be deed restricted (or similar
mechanisms).
AQUATIC HABITAT
The aquatic systems in the project area consist of the headwater wetlands and perennial streams remaining.
A variety of wildlife is supported by these systems including mammals, birds, reptiles, amphibians, fish,
insects, mollusks, and crustaceans. Therefore strict adherence to an approved erosion and sedimentation

Alta Crest, Page 5, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14
control plan will be maintained during the construction period in order to control degradation of water
quality downstream and protect the areas to be preserved. Short term construction impacts, primarily
stream sedimentation, will affect aquatic habitat, however this will be minimized to the extent practicable to
promote rapid recovery.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and aquatic life
such as fuels will be avoided by not permitting staging areas to be located near surface waters. Also, as
required by the 401 Water Quality Certification conditions, measures will be taken to prevent "live" or fresh
concrete from coming into contact with waters until the concrete has hardened. Aquatic resources are
expected to be enhanced through the restoration of wetland areas that flood and pond for longer durations.
CONCLUSION
The approximate 25 acre residential development has been designed to balance the site's economic viability
with its environmental value. The goal of the site plan and mitigation plan is to help balance the
environmental consequences of this development by preserving the most valuable Jurisdictional Waters of
the U.S. on the site. The undisturbed streams and wetland areas will be preserved by the applicant or by a
group designated by the owner for this purpose.
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration.
AI.n Rindner, WS
Environmental Planning Consultant
NC Landscape Architect #578
cc: Mr. Tom Shoup
Paces Development Corp.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
[phone]
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„
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-----------------
RET. WALL
50' BUFFER
- ?' ?, cr` ar cBAPxc scut 5 'i
RET. WALL i
B>D ,
?? .?? ;^N???s ?YV ?? ? - ? ???jJ?? .`? I _S?E Sr E<<10???? =-Y?-?S. l
EXISTING SEWERLINE R/W
!h-3
- -- - - -- --------------
NEW HOPE CREEK TRIBUTARY
,I
- -= --- - - -- -- ---- --
- ----------- --- ------------- ------------------ ---
ry.ti..?. <u w'se: I w7kl•« 3 ,qS eO.13
P 1
ROAD CROSSING
•
1 I " I I? ; , 1
17i - N0.6 I \ ..
100' BUFFER
t IN:
A_R
J-P
- , l -I:.x ? i II i I
FAPHIO SCAIE, ? y NO.B ? ?. ? I' I'I
LT]
WETLANDS
Y } i i
RET. WALL _ Tit FYI
INTERMITTENT STREAM
FROM OFF -SITE'
POND
SEE ENLARGEMENT FOR IMPACT LOCATIONS
OVERALL PLAN
1 "=200'
? ? 1 1 4
SUMMAR Y OF JURISDICTIONAL WATERS OF U.S.
Surface Waters Perennial tributary ( ± 1,4001f)
Intermittent tributaries (+ 4751f)
± 0.31 ac.
± 0.03 ac.
Wetlands + 1.31 ac.
Approximate Total - Waters of the U.S. ± 01.64 ac.
SUMMARY OFIMPACTS
Surface Waters Perennial tributary ± 1001f + 0.030 ac.
(NWP #14 - includes rip-rap apron)
Perennial tributary + 401f + 0.010 ac.
(NWP #12)
Intermittent tributaries + 475 if + 0.020 ac.
(NWP #26)
Wetlands NWP #12 + 0.020 ac.
Wetlands NWP #26 + 0.295 ac.
Approximate Total - Waters of the U.S. (NW #14, #26, #12) ± 0.375 ac.
umma
Nationwide Permit #26 - 0.315 acres (0.295 acres wetlands; 0.02 acres streams/4751f intermittent
tributary from an off-site pond.
Nationwide Permit #14 - 0.03 acres perennial stream crossingtrip rap apron
Nationwide Permit #12 - 0.030 acres (0.01 acre stream crossing; 0.02 acres wetland crossing)
i
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: s mac. d/ ?? ?? Date: f17

Applicant/Owner; 7r7rnm rJ (yam,,, _
County:
Investigator: _ 1_0_; State: 4
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
(If needed, explain on reverse.)
VFGETATION
Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies Stratum Indicator
3.S?F1//Ids ae" 0/!1 /Yt ?
4• Q,/1,u r C6/d rn 1 a?G7-`L1 {,
_
_ 11. 4 C/? W
12.
?
5
lQG 0,6, 13.
14.
7.C
8. 16.

Percent of Dominant Species that are OBL. FACW or FAC d
(excluding FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators:
-Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other -Saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Marks
_ Drift Lines
-Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: _.fin.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: fn.) _ Local Sail Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: (in.) _ Other (Explain in Remarks)
Remarks:

WTI, 1995 -196-

SOILS
Map Unit Name /
(Series and Phase): ?lr, ,
?'

/
Class ?L10! L/%
?
Feld Observations
Taxonomy (Subgroup): Confirm Mapped Type? 0
Profile Descriotion:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrzst Structure, etc.
b z S? ?? ?aCt in
lU?-7/ _/0 Y
Hydric Soil Indicators:
_ Histosol 1--t-_ oncretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _
_ Listed on Local Hydric Soils List
Reducing Conditions
l
h
C _ Listed on National Hydric Soils List
O
h
l
i
)
E
i
R
k
o
ors
rome
yed or Low-C _
er (
a
n
emar
s
t
xp
n
Remarks:
A4P,X -AAJ-1-? d? /?an?irW
WETLAND DETERMINATION
Hydrephytic Vegetation Present? a No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? a No Is this Sampling Point Within a Wetland? Ces:)No
Remarks:
7%ew J-X& 4?vte"O;c
y%?- Ou-41? .
-197- %"' 1995
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Date:
Applicant/Owner: County:
Investigator: State:
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
.
(If needed, explain on reverse.) ?
Nom-?fl?i-d ?lG? - G7 - Ai-e? ?S
VEGETATION
Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies Stratum Indicator

3. JC.li
p !S 7'
l
4. 12.
5./Y/1dc D1.??d/Yiy/1? 13, dl ,fin G
if td 14.
7.C
JU?t Gc?t l dCd! ?_ ?.t?/ 15.
/
8.( Graf e=- 2
Percent of Dominant Species that are CSL. FACW or FAC
l
di
F
(exc
u
ng
AC-). p
Remarks:
Op/" k1wPIo Ag C? ?r?s ??• dis 7v.? v?
Cit." Iir)

V
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wedand Hydrology Indicators:
-Stream, Lake, or Tide Gauge Primary Indicators:
-Aerial Photographs _ Inundated
_ Other Saturated in Upper 12 Inches
_ No Recorded Data Available _
_ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secandary Indicators (2 or more required):
Depth of Surface Water: fin.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: -' On.) _ Local Soil Survey Data

( _ FAC-Neutral Test
Depth to Saturated Soil:
fin.) _ Other (Explain in Remarks)
Remarks:

a6?

WTI, 1996 -196-

SOILS
id z
Map Unit Name /
(Series and Phase): L[1? ? "-`4twkG"-' Drainage Class:
Feld Observations
Taxonomy (Subgroup): clvd (/e/ A<' d Confirm Mapped Type? Yes No
Profile Descriotion: 7/??Lvagv?f?
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches) Horizon (Munsell Moist) (Munsell Moistl Abundance/Conrrest Structure, etc.
Lo A to y,? /0 Y/L /?-
o -17 _A LSL?tZ 1.,-.
?
Ali
0-7
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sutfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
Gieyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
No (Circle)
No
as No
(Circle)
Is this Sampling Point Within a Wetland? <!e!-) No
Remarks:
-197- WTI, 1995
` DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
Project/Site: \ k, GkMIs gLdLd v?ql ?t 1 Date:
Applicant/Owner; County: AlWqa,
Investigator: State: /yL
Do Normal Circumstances exist on the site? e No Community ID:
Is the site significantly disturbed (Atypical Situation)? -Yes Transect ID:
Is the area a potential Problem Area? Yes klla/ Plot ID:
(If needed, explain on reverse.)
/Jon i/?-t fac-? 4y-cG
VEGETATION
Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies Stratum Indicator
10. !u" 4. XCE- _ f 11241,
3.
4. holes
5. e/tr/1 J r T ? 13?'?/? iv1 V/r?i/?IG.?G? ??.•
6. D?nu5 - /ors c{G. 14.
7.?dS7Y1/rr? S//!lint/f 15 oe vnaty

Percent of Dominant Species that are OBL. FACW or FAC /-
(excluding FAC-).
Remarks:
\ /J ?, ?- /,, I r Q? SrTj o,?. ?
? !C??? f'vndll (.Grnuc C?!'?14rn
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or ride Gauge Primary Indicators:
-Aerial Photographs _ Inundated
_ Other -Saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
Feld Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: fin.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: Local Soil Survey Data

Depth to Saturated Soil:
rn.) r (Explain Test
_ Other (Explain in Remarks)
Other
Remarks- /
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WTI, 1995 -196-
9801 13
Alta Crest
(b F
' - 471'11=?.jY dftf ?.

Apartments
Watkins Road
Durham County,
North Carolina
Joint Application Form and Supporting Documentation for
NATIONWIDE PERIVITS THAT REQUIRE NOTIFICATION
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Paces Development Corp.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
[phone]
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
[phone]

*Subject to verification by the USACE
Date : 2/98
1
DEM ID: CORPS ACTION ID:'
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) _T 1 /, 1 Z
I PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH TEE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
OWNERS NAME: F0..c.eS _yelapry'1c yJ- C'>rp,
2 . MAILING ADDRESS: I?05 4E as 1'? `??% ? 2CD
SUBDIVISION NAME:
CITY: C_ a"10-Rc, STATE: N, C- ZIP CODE: 28?2-a4
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION` 'N`AI?E.(IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : ?r)bey-scz-'" ion v «,-?OCLA
a?-\ 4 cp W cj-\coe.( 14111 P-)
3. TELEPHONE NUMBER (HOME):
(WORK) :
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
ac>r> --
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PgOTOGRAPHY WITH SCALE) : I
COUNTY: Dt1? m NEAREST TOWN OR CITY: Q t

1
SPECIFIC LOCATION (INCLUDE ROAD
I
NUMBERS, LANDMARKS, ETC.):
??r act k r? ??c?-?-k-?r?S r l CC?c? . --
6. IMPACTED OR NEAREST STREAM/RIVER: j1V1G ?Y? ( V ( 0 CL-1 0? F{o
RIVER BASIN: t
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II) ? YES I ) NO IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC) ? YES [ ] NO [1]
7c. IF THE PROJECT IS LOCATED WITHIN A 'COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [i]' IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO (/j IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 2?5, '`fb ALr44,
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED PROJECT SITE:
ON
k&4 AGr? ? tn? ? ??^ds eFcd -5 zL4/ Gc c? w P
G-+-e K
2
4 A 1 .t
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
t4W P # 2,& oz At-, t,4.
FILLING: J--v-f P * 7io, _7-615 A4. %--cv(k& ATION:
!4k?-4 P -14-- 1'-f . o3 A- 51-reae--+
FLOODING:
OTHER:
DRAINAGE : TOTAL ACRES` TO BE IMPACTED : d>
Ir1S+? iJ I ( I I? Gc?
't' . O ?7 A-y-&S 4z 6e_ -2rvNpc ?lf'Lj IV1 pt&lp-d 4-0 1
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE SAND AFTER RELOCATION)
/-f-7,9 lw? "rib (N P # Z!®Jl © r
LENGTH BEFORE: 00 L'F NV4 11-14 FT AFTER: ?r? w?? r? ? ra G rU'?
x
Sa' ?n t" 'k e
WIDTH BEFORE (based on norma'_ high water contours) Ln?"er, 'fv? 7-j FT
?,?-{? r m ? f-Ft??'' -}'r ?/ ?Y - O Rtrar.?? ? ?1 ? i O'- I a r
WIDTH AFTER: RMu\r?af h ?y '4 SGrvl-0- k -L . FT
b t`T"- 1.G r !"+ 1-v 1? - C
?i
?' /t FT AFTER: Re,- L r, 3 ? f FT
AVERAGE DEPTH BEFORE: Per trite 1 ?
(2) STREAK! CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: f/
4r-d- r, p r4:0(2
CHANNEL EXCAVATI'O'N: rr CONSTRUCTION OF A DA?4/FLOODING:
'
OTHER: l y4co/ sy1 ?1?&'+ +r, b .? ?'1P ?S ?(d M G) (iy. CrGL? ??"C Gt'2q-ej 010 ?VI e'r'. ?
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
'
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) :
a-
rt
13. PURPOSE OF PROPOSED WORK:
3
4 , A
1S. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [] NO Ll(IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL,
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES (I NO [I
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [I NO [I
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 2.7603-8003, TELEPHONE [phone],9.
4
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
i " A
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PTAN IF REQt'27D.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SL.1AGE DISPCSAL?
'?cii of
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3)- (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGENT'S S GNATURE
2 I E098
-
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
5
LEONARD RIND ER
Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning [phone]
February 5, 1998
Ms. Jean Manuele
US Army Corps of Engineers - Reg. Field Office
Raleigh Regulatory Field Office
6508 Falls of Neuse, Suite 120
Raleigh, NC 27615
Mr. John R. Dorney
Department of Water Quality - NCDENR
Environmental Science Laboratories
4401 Reedy Creek Road
Raleigh, NC 27615
Re: Alta Crest Apartments - ± 25.48 Acres, Durham County, North Carolina - Nationwide Permit
#14. #26. #12
Dear Sirs:
On behalf of my client, Mr. Tom Shoup of Paces Development Corp, I am requesting confirmation of
eligibility to impact + 0.32 acres of wetlands and surface water channels utilizing NWP #26 and a NWP 914
to cross a tributary of New Hope Creek. The surface waters impacted with NWP #26 include + 475 If (±
0.03 acres) of impacts to an intermittent tributary that begins at the base of an off-site pond. The road
crossing itself has been minimized to approximately 50' wide with additional 50' necessary to provide a rip
rap apron to dissipate the velocity. Total wetland impacts are approximately ± 0.29 acres. As depicted on
the Klan and in this report the developer has taken extraordinary care in avoiding impacts to the perennial
stream and to minimize wetland impacts utilizing retaining walls Approximately 40% of the perennial stream
is protected within a minimum 200' wide buffer (100' each side of centerline). The remaining _approximate
60% of the perennial stream is protected within a minimum 100' wide buffer (50' each side of the
centerline). The total undeveloped buffer and open space adiacent to the stream is approximately 7 acres. A
NWP #12 will be required to connect to an existing sanitary sewer trunk line and to connect to an existing
water main.
BACKGROUND
The proposed residential development is on approximately 25 acres in Durham County, North Carolina.
Current land use in the vicinity is single family subdivisions, recently developed multifamily developments
and agricultural land. There are approximately 1.64 acres of jurisdictional surface waters and wetlands on
the project site. All fill material will be unpolluted and appropriate measures to control sedimentation and
erosion will be employed. Wetlands and streams which will not be disturbed will be protected during
construction from damage due to construction traffic, drainage and other forms of disturbance.
The remaining streams and wetlands will be protected by restrictive covenants and the hydrology to the
remaining wetlands and streams will be maintained and enhanced to the extent feasible by utilizing the storm
drainage system. This will increase their water storage, pollution removal, bank stabilization, and aquatic life
functions.
Alta Crest, Page 2, February 5, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request forNWP 26, 14, 12
SUMMARY OF JURISDICTIONAL WATERS OF U.S.
Surface Waters Perennial tributary (± 1,400 If) + 0.31 ac.
Intermittent tributaries (+ 4751f) + 0.03 ac.
Wetlands + 1.31 ac.
Approximate Total - Waters of the U.S. ± 01.64 ac.
SUMMARY OF IMPACTS
Surface Waters Perennial tributary + 1001f + 0.030 ac.
(NWT #14 - includes rip-rap apron)
Perennial tributary ± 40 If + 0.010 ac.
(NWP #12)
Intermittent tributaries + 475 if + 0.020 ac.
(NWP #26)
Wetlands NWP #12 ± 0.020 ac.
Wetlands NWT #26 + 0.295 ac.
Approximate Total - Waters of the U.S. (NWP #14, #26, #12) + 0.375 ac.
mma
Nationwide Permit #26 - 0.315 acres (0.295 acres wetlands; 0.02 acres streams/475 If intermittent
tributary from an off-site pond.
Nationwide Permit #14 - 0.03 acres perennial stream crossing/rip rap apron
Nationwide Permit #12 - 0.030 acres (0.01 acre stream crossing; 0.02 acres wetland crossing)
Methodology,
Preliminary identification and delineation of the Jurisdictional Waters on the site were determined according
to the Corps of Engineers Wetland Delineation Manual, Technical Report Y-87-1, 1987, with Appendices.
Preliminary data gathering included review and interpretation of topographic maps; USDA Soil
Conservation Survey; aerial photographs, and preliminary site visits to selected areas. Then the Routine
On-Site Determination Method was utilized to determine the upper boundary of the wetlands. In order to
make a positive wetland determination, indicators of hydrophytic vegetation, hydric soil, and wetland
hydrology were identified as described in the manual.
Alta Crest, Page 3, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorsey - NCDENR
Request for NWP 26, 14, 12
The wetland boundary was marked in the field by Leonard S. Rindner, PWS, Environmental Planning
Consultant and was reviewed and verified by the USACE. The surveyed map has been used for planning and
for permitting purposes.
General Wetland Classification and Description
The limited wetlands on this site can be described as Palustrine Forested Broad - Leaved Temporarily
Flooded and Seasonally Flooded. They have formed in perched water table conditions, in flat to nearly level
areas and depressions often typical of Chewacla soils (Ch).
Vegetation
A majority of the site is in a forested state in various stages of old field succession. The wetland areas are
generally forested. Species which occur in these areas include Green Ash, Sycamore, Sweetgum Red Maple,
Ironwood, Willow, and other typical species that tolerate these wet and shallow root conditions. Common
understory trees and shrubs include silky dogwood and alder. Woody vines include poison ivy and
greenbriar. The herbaceous layer is variable based on exposure to light. Species include sedge and rush
species, jewelweed, microstegium and others.
Hydrophytic Vegetation has been identified according to the National List of Plant Species That Occur in
Wetlands: Southeast (Region 2) US Department of the Interior, Fish and Wildlife Service.
Hydric Sous
None of the soils are listed as Hydric according to the National List of Hxdric Soils 1991, however
Chewacla soils may have hydric inclusions according to the Soil Conservation Service, Technical
Guide-Section II-A-2, June 1991.
Hydrology
The jurisdictional wetlands and streams are headwaters of New Hope Creek in the Cape Fear Basin (Water
Classification - WS IV NSW). Wetland hydrology is provided by a surface runoff, overbank flooding and
ponding, springs, and a high seasonal water table.
Intermittent Tributaa
The small tributary which begins at the base of the off-site pond dam (probably seepage) dam appears to be
intermittent especially during the growing season. It empties into the floodplain. There does not appear to be
direct connection of the intermittent stream to the perennial stream. Therefore it is unlikely to support
aquatic species requiring year round water including fish, bullfrog tadpoles and many salamanders.
WETLANDS PERMITTING AND MITIGATION
The subdivision layout minimizes impacts to the perennial tributary and adjacent wetlands. The plan also
depicts substantial buffers along the creek. Except for temporary construction and development impacts, we
believe that the proposed project will not cause significant impacts to the ecological functions or values of
Jurisdictional Waters of the U. S.
Alta Crest, Page 4, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14, 12
Avoidance. Minimization, and Mitigation
Except for a necessary creek crossing„ and a utility line crossing. impacts to the perennial stream
have been avoided. The perennial creek is within approximately 7 acres of undeveloped open space.
Impacts to wetlands have been minimized through sensitive site planning and the use of retaining
walls where feasible.
The perennial stream is protected by 100' and 50' buffers on each side of the centerline.
The following Best Management Practices will also be employed to minimize impacts to Jurisdictional
Waters. These will include:
a) Siltation Barriers; Sediment Traps and Diversion Ditches
b) Barricades to define construction limits to sensitive sites and to protect trees
c) Preconstruction meetings
d) Vehicular access will be restricted to specific areas to avoid disturbance to adjacent wetlands and
natural areas to be preserved.
e) Methods to prevent short term impacts will be inspected regularly and maintained during
construction of the project.
f) Wetlands to be preserved will be clearly marked prior to construction to prevent accidental damage
to wetlands. The contractors will be held responsible for unauthorized wetland damage not
permitted according to plans and specifications. Preconstruction meetings shall be held if necessary
with representatives of the USACE and the NCDWQ.
g) Short term construction impacts, primarily stream sedimentation, will affect aquatic habitat.
However this will be minimized to the extent practicable to promote rapid recovery.
h) Project construction will strictly adhere to an approved Sedimentation and Erosion Control Plan.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and
aquatic life such as fuels will be avoided by not permitting staging areas to be located near surface
waters.
0 As required by the 401 Water Quality Certification conditions, measures will be taken to prevent
"live" or fresh concrete from coming into contact with waters until the concrete has hardened.
Employment of strict erosion and sediment control procedures will be specified to avoid impacts to water
quality. Existing wetlands and surface waters and buffer areas will be protected from erosion and
sedimentation during construction and installation of the mitigation sites. Control structures such as
sedimentation traps, siltation barriers and/or at a minimum, silt fence will be utilized as necessary.
The preserved streams and wetlands will be protected from future impacts by the applicant or by a group
designated by the applicant for this purpose. Development of these areas will be deed restricted (or similar
mechanisms).
AQUATIC HABITAT
The aquatic systems in the project area consist of the headwater wetlands and perennial streams remaining.
A variety of wildlife is supported by these systems including mammals, birds, reptiles, amphibians, fish,
insects, mollusks, and crustaceans. Therefore strict adherence to an approved erosion and sedimentation
' Alta Crest, Page 5, February 3, 1998
Ms. Jean Manuele - USACE, Mr. John R. Dorney - NCDENR
Request for NWP 26, 14
control plan will be maintained during the construction period in order to control degradation of water
quality downstream and protect the areas to be preserved. Short term construction impacts, primarily
stream sedimentation, will affect aquatic habitat, however this will be minimized to the extent practicable to
promote rapid recovery.
Best Management Practices will include utilizing siltation trapping ponds and other erosion control
structures where appropriate. Impacts from hazardous materials and other toxins to fish and aquatic life
such as fuels will be avoided by not permitting staging areas to be located near surface waters. Also, as
required by the 401 Water Quality Certification conditions, measures will be taken to prevent "live" or fresh
concrete from coming into contact with waters until the concrete has hardened. Aquatic resources are
expected to be enhanced through the restoration of wetland areas that flood and pond for longer durations.
CONCLUSION
The approximate 25 acre residential development has been designed to balance the site's economic viability
with its environmental value. The goal of the site plan and mitigation plan is to help balance the
environmental consequences of this development by preserving the most valuable Jurisdictional Waters of
the U. S. on the site. The undisturbed streams and wetland areas will be preserved by the applicant or by a
group designated by the owner for this purpose.
Please contact me if you have any questions or require additional explanation. Thank you for your
consideration.
Si erel
Leonard S. Rindner, WS
Environmental Planning Consultant
NC Landscape Architect #578
cc: Mr. Tom Shoup
Paces Development Corp.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
[phone]
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DURHAM
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NEW HOPE CREEK TRIBUTARY
- -- ----- - --
v -- - -- --- -
_ __ x x.?csxc w•m I >iN:'x elec. ? V •I •'
w ?? I r i ROAD CROSSING
I I B?oc I e l
\ I S I 01 \? i? 1 P
I I
---------- ----
RET. WALL
50' BUFFER
No.l
r I
1 ? Lnelnc. \ . ? ;?.
RET. WALL a. °? ;_: ce.Px¢scet s
-------------
I _ J:+PJGI ^?nucx?sns R ? ? r_
ii ?e - - swans e- ? - e?
omce/
emc. M a -
- -- - I I Imo( e- ?I
?- -- ___- _ ---------
I SC11E,
I
WETLANDS
RET. WALL y-
INTERMITTENT STREAM FROM OFF-SITE POND
1
-- - --- ------------
SEE ENLARGEMENT FOR IMPACT LOCATIONS
? \ I imp
\ ? r
?\? I sce snerr c xo rex ce n -..N.
EXISTING SEWERLINE R/W
' ' 100' BUFFER

li
{r ° I I .a ii a
x H0.1 tI i
-- -------------
OVERALL PLAN
1 "=200'
` " SUMMARY OF JURISDICTIONAL WATERS OF U S.
Surface Waters Perennial tributary ( ± 1,400 If) ± 0.31 ac.
Intermittent tributaries (+ 475 If) + 0.03 ac.
Wetlands + 1.31 ac.
Approximate Total Waters of the U.S. + 01.64 ac.
SUMMARY OF IMPACTS
Surface Waters Perennial tributary + 100 if ± 0.030 ac.
(NWP #14 - includes rip-rap apron)
Perennial tributary + 40 if + 0.010 ac.
(NWP #12)
Intermittent tributaries + 475 if + 0.020 ac.
(NWP #26)
Wetlands N" #12 + 0.020 ac.
Wetlands NWP #26 + 0.295 ac.
Approximate Total - Waters of the U.S. (NWP #14, #26, #12) + 0.375 ac.
u n ry
Nationwide Permit #26 - 0.315 acres (0.295 acres wetlands; 0.02 acres streams/475 If intermittent
tributary from an off-site pond.
Nationwide Permit #14 - 0.03 acres perennial stream crossingtrip rap apron
Nationwide Permit #12 - 0.030 acres (0.01 acre stream crossing; 0.02 acres wetland crossing)

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CLEAR-0 475 LF INTERMITTENT STREAM FROM OFF-SITE POND llb? 'rw 50' BUFFER - TYP. ACPVI'G]{ ?IE6EER? Nw r?:T P
$1100 RCP.6.i5x NWP #14 ROAD CROSSING/RIP-RAP APRON
CB I0 270.15 2 4IT 266.10 IN Lr. 1f.RtPeJ.i]x
±0.02 ACRES Celt 764.75 26100 260.50 NU. 2M'I RCP
co -21
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WETLANDS PRESERVED
I F.F. -TYP.
^`I ` I It I I fi575
87.90 1 3, 0 11 26 ! rrt. I 11
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25
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SHEET No.
I A AA

Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning [phone]
October 25, 1997
Ms. Jean Manuele
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse, Suite 120
Raleigh, NC 27615
Re: Wetland Delineation Submittal for Watkins Road/Old Cha.pel Hill Road Site.
Durham Coin} NC
Dear Jean:
On behalf of my client, Mr. Thomas H. Shoup of Trammell Crow Residential, I am
submitting the survey of the wetlands and supportive documentation on the project site
for your review and approval. We are currently utilizing this map in our planning efforts
and in the future we plan to discuss permitting issues with you in more detail
Please let me know if you have any questions or require additional information.
Thank you.
Sincerely,
geonard PWS
Environmental Planning Consultant
NC Landscape Architect #578
cc. Mr. Thomas H. Shoup, P.E.
Vice President
Trammell Crow Residential.
1308 East Fourth Street, Suite 200
Charlotte, NC 28204
(704) 332 - 8995
(704) 332 - 8997 - Fax
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: \dCTks Rrw4 Date: fj
Applicant/Owner: 7rdrrwe l &.?, _ i firs Q, County:
Investigator: 4t.A ,e e„rs„w State:
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Ind
ic
attor Dominant Plant Species Stratum Indicator
di
?
T? C ?. vr"t- 10.
ZA
4.
JF/2
4AU C A f a.-14 7
12.
T
5. /aG ?GL _? ,4,& 13.
6
?
4 Gv5/ 14.
/? ,
/
7.C Gi.?i?G S.rso?
?J ?
? 15.
?
L
8. .L_ - t ! be.&V 16.
Percent of Dominant Species that are OBL, FACW or FAC A
(excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other -Saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands

Depth of Surface Water: L, fin.) Secondary Indicators (2 or more required):
_ oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: On.) _ Local Sail Survey Data
_ FAC•Neutral Test
Depth to Saturated Sail: On.) _ Other (Explain in Remarks)
Remarks:

WTI, 1995 -196-
W/

SOILS
Map Unit Name /
le? (Series and Phase): ` _ /d _ /?? /h /?&49?p// f
1F! iGt? ( G a Class:

Field Observations
Taxonomy (Subgroup): t(CJ/??/? fir` Confirm Mapped Type? Apgo
Profile Descriation:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches) Horizon (Munseil Moist) (Munsell Moist) Abundance/Contrzst Structure, etc.
Q_ I /0 Y S Z b z S? ?aQM
L 441 ! rR 7 A) 0
Hydric Soil Indicators:
_ Histosol ---Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sutfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _
_ Listed on Local Hydric Soils List
Reducing Conditions
l _ Listed on National Hydric Soils List
l
i
O
h
E
i
R
k
ors
yed or Low-Chroma Co er (
a
emar
_
t
xp
n
n
s)
Remarks:
A.e?
WETLAND DETERMINATION
Hydrophytic Vegetation Present? a No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? a No Is this Sampling Point Within a Wedand? Yas o
Remarks:
( <??
-T4*0S/-aP1 (C/ (141
ik, .
.197- WTI, 1995
DATA FORM
ROUTINE WETLAND DETERMINATION
= 0 987 COE Wetlands Delineation Manual)
Project/Site: Date:
Applicant/Owner: r w1 County:
Investigator:. L901- glng&4.6 State:
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID:
(If needed, explain on reverse.)

VFG> TATION
Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies Stratum Indicator

4.sc ?f W 12. Lt C.??
5. clkarlc 4*'V Yl very 13. V 1 n G
6. S dir. 14.
7-C AVA i ,yC / ytd( 15.

Percent of Dominant Species that are 08L, FACW or FAC
(excluding FAC-). v o
Remarks:
????nvytu?lt-s &z,. p?-es /•• dis?v,?Lx?C
G/ - ir?/n
?'YI /Gra S v
v
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other _ Saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
.. Secondary Indicators (2 or more required):
Depth of Surface Water: on.) _ oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: On.) _ Local Soil Survey Data
_ FAC-Nautral Test
Depth to Saturated Soil: III,.) _ Other (Explain in Remarks)
Remarks:
4i-C 444,1
L)
am mom /ti Lug v 44AId .

WT1,1995 -196-
x
SOILS
?z
Map Unit Name //_ / _ 4/' /-?
(Series and Phase): IV -f? Drainage Class:
L / - Feld Observations
Taxonomy (Subgroup): uva Confirm Mapped Type? Yes No
Profile Descriotion: 7111e.YJv?^-fs
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrest Structure, etc.
O `0 /0 G Si /7? ?oan
AA
0 -7
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Su)fidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed an National Hydric Soils List
_ Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Wat(and Hydrology Present?
Hydric Soils Present?
No (Circle)
No
as No
(Circle)
Is this Sampling Point Within a Wetland? es No
Remarks:
-197- WTI, 1995
DATA FORM
ROUTINE WETLAND DETERMINATION
4 (1987 COE Wetlands Delineation Manual)
Project/Site: " K-kzo s vlu C.? 1 // /Zroe Date: r
Applicant/Owner: County:
Investigator: State: /YL
No
Do Normal Circumstances exist on the site? 4p Community ID:
Is the site significantly disturbed (Atypical Situation)?
es Transect ID:
Is the area a potential Problem Area? Yes kUo/ Plot ID:
(If needed, explain on reverse.)
Non ? 4,ol cam-- !'t2.Gr ?cY S`f
VEGETATION ccJJ
Dominant Plant Species
- Stratum Indicator Dominant Plant Soecies Stratum Indicator
2. / .tr /'IL r v, , T - 10. Ldn/U VJ=/C'r'_ F AQ
(GC.
3. n?S G cl _ FA. v ? FAL{J
11._11A ObejGC
/
4. hafr ??? /
12. R?r SC/!1r//'1G, _<_ .?'=
5. e/wf J6r 7 13( n in,.?vf 2&4V
6-rd?Aus 1Q0e746_- 14& /4-
7. !mil Gr/S7Y?h? S/ /1(int/ j FA-,C- 15 / //nd v
8./?/GIoSl?M VlAtrncu-
Lof __'? 16 G T_
Percent of Dominant Species that are 08L. FACW or FAC /-
(excluding FAC-).
Remarks:
:?
\ /,,,,? rlI /.- ?Yarl St ?i o,^. 4/

? ?QIC?f-? ?n dtl Carr us (?rrorn v
HYDROLOGY
_ Recorded Data (Describe in Remarks): Watland Hydrology Indicators:
-Stream, Lake, or ride Gauge Primary Indicators:
-Aerial Photographs _ Inundated
_ Other -Saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: On.) _ Oxidized Root Channels in Upper 11 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: - fin.) _ Local Sail Survey Data

Depth to Saturated Soil: 4 1/ (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks-
0/,> fp c4- ?r. clG /? 7`u?l???/'a 7 Q.?'Y? 14C5 S-I,DGSr

zs

WTI, 1995 -196-

SOILS
Map Unit Name l? 0/2?'ff-
/
(Series and Phase): Drainage Class:
1
A
?
l Field Observations
I '
Taxonomy (Subgroup): ?' J,v
C
L 41 Confirm Mapped Type? es o
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Conrrzst Structure, etc.
It. n
0-0 _A U
SQn?y I ?Q?Y'1
/rte /r 7. r,:. V4

?o
l_ Yr-
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_
- Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed an National Hydric Soils List
_ Gieyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Circle)
Wetland Hydrology Present? '5 3
Hydric Soils Present? Yes <0 Is this Sampling Point Within a Wetland? YesI 1
Remarks: ?J
1!?Jr "L?IUYI
??/ '? 74e- or (--1CCD W-1
r
.197- W71, 1995
MEMORAND PRINT NAMES:
Reviewer:
T0: JOHN DORNEY WQ SUPV.!
ENVIRONMENTAL SCIENCES BRANCH
6 G , aaa
DAT 0&,4-
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDAT IONS e+s G?°42
**EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT
?5? ^ qlG
PERMIT YR: 98 PERMIT NO: 0000113 COUT
'? b
APPLICANT NAME : ALTA CREST APTS. SoS
PROJECT TYPE: APARTMENTS PERMIT Tai- 1Z1426
COE #: DOT It :
RCD
CDA:
FROM APP DATE FRM
CDA: 02/10/98
_
_
REG OFFICE: RRO _ _
RIVER AND SUB BASIN J: 030605
STR INDEX N0: 16-41-1-(11.5)
STREAM CLASS: WSIV
WL IMPACT?: Y/N
WL_REQUESTED:
WL_S CORE M :
MITIGATION? : Y/N MITIGATION-SIZE: I 1 a X 11
HAVE PROJECT CHANG
RECOMMF
COMMENTS :
WL TYPE:
WL ACR EST?: Y/N
i BY FILL?: Y/N
,TION TYPE:
MORE INFO?: Y/N
.D?: Y/N
f,ITH APPLICANT?: Y/N
;SUE/COND DENY
CC: Regional Office
Central Files

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Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Arebiftetav* Raleigh-) NC. 21613
Land Planning (919) 8709.191
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MAR 16 '9B 15*09 PAGE.003

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
1••
F4C-DENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
April 9,1998
Durham County
DWQ Project # 980113
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Tom Shoup
Paces Development Co.
1308 East Fourth Street; Suite 200
Charlotte NC 28204
Dear Mr. Shoup:
You have our approval, in accordance with the attached conditions and those listed below, to place
fill material in 0.345 acres of wetlands or waters for the purpose of developing an apartment at the Alta
Crest Apartments in Durham, as you described in your application dated March 17, 1998 (original
application dated February 1998). After reviewing your revised application, we have decided that this
fill is covered by General Water Quality Certification Numbers 3101, 3103, and 3108. These
certifications allow you to use Nationwide Permit Numbers 12, 14, and 26 when the Corps of Engineers
issues it. In addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-
Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying
404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and to send us a new
application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for
this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed in all lots with remaining
jurisdictional wetlands and waters to restrict future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the
404 Permit (whichever is later).
2. All tail ditches shall be removed from the plan and stormwater shall be directed to sheetflow at
non-erosive velocities into the stream.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Ivey at 919-733-1786.
.
tlPron ow.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Central Files
Len Rindner 980113.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
Project name u+c4e5-?- r-K -I rr?a « Nearest
County Wetland area d..3 `Lsacres We
Name of evaluator (Cc ?L 4- Z- M
l'S 6ottomland hardwood forest ? Pine savanna
? Boa forest
Headwater forest ? Freshwater marsh ? Boa/fen
? Swamp forest ? Estuarine fringe forest ? Seeo
<Q.-. Wet fiat ? Ephemeral wetland ? Other
? Pocos n ? Carolina Bay
*The rating system can-ot be applied 'to salt or brackish Marshes or stream c-annels
= tiveraht %
Y"ater rarac= x 4.00
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E2nk/Shore ine stacili_a_on _ x 4.00
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.u<?ti,iiafire r,acit_ x Z.00 =
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:^.i.C I ^,? if in scnsitiVE and i itri`'7 ncncClnt distur,snc_ '?Iliilri 1 /G rT?Ile U7s?reaT. UCSiOG°, C( rcCi l:s
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DATE: / ? &
SUBJECT: ve?? S
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From:
$TATE q,
MAYn: North Carolina Department of Environment
Health and Natural Resources
Printed on Recycled Paper
;? Ql1AM ??
5170179
WETLAND STAFF REPORT COMMENTS FOR ALTA CREST APARTMENTS PROJECT
` Subject project proposes the following:
1) Impact J.66345 acres of wetland (See attached rating sheet).
2) One road crossing of a perennial stream.
3) 475 foot impact to an intermitant channel.
Paces Development Corporation plans to cross a wetlands with a fifty foot wide paved
road to connect two parcels of land which impacts approximately 100 feet of perennial stream.
There is also a small impact of 0.04 acres for the access road into the development from Watkins
Road. There is a 475 foot impact to an intermittent channel which will not require mitigation. A
retaining wall is proposed because of fill required at the site which will raise the topography. This
wall will impact a small area of wetland. It should be noted that in a correspondence dated
3/17/98 from Leonard Rindner that all ditches have been removed from the site plan that would
have directed storm water drainage directly to the perennial stream (See highlighted map to see
storm water outfalls). Minor changes in discharge point and construction of the outfall structures
should be made to optimize storm water management (Lets discuss). The storm water outfalls
should have Wul?energy dissipator and spreader device to get sheet flow into the floodplain to
enhance water quality by utilizing the buffer.
The Raleigh Regional office recommends that a storm water plan be developed for this
site to control storm water runoff. This plan should be approved by DWQ before the 401
Certification is issued.
If you have any questions, please call Kirk Stafford or Danny Smith at 571-4700.