20110041 Ver 1_More Info Received_20110215

2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P)or (if known) DWQ—non-404,other). (acres)
Temporary
Excavation,install Riparian ®Yes ®Corps
W1 ® P❑T 12'wide ABC Hardwood Swamp ❑ No ❑ DWQ 0.0983
stone road
Excavation,install Riparian ®Yes ®Corps
W2 ® P❑T 12'wide ABC 0.02534
stone road Hardwood Swamp ❑ No ❑ DWQ
W3 ❑ P❑T ❑Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑T ❑Yes ❑Corps
❑ No ❑ DWQ
W5 ❑ P❑T ❑Yes ❑Corps
❑ No ❑ DWQ
W6 ❑P❑T ❑Yes ❑Corps
❑ No ❑ DWQ
2g.Total wetland impacts 0.1236
2h. Comments:Wetlands are depicted on the plans and impact map(Figure 3).
3. Stream Impacts
If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site,then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number- (PER)or (Corps-404, 10 stream length
Permanent(P)or intermittent DWQ—non-404, width (linear
Temporary(T) (INT)? other) (feet) feet)
Excavation, install
72"RCP, ® PER ® Corps 8.5(TOB
S1 ® P❑T endwalls, 12'wide UT to Little River ❑ INT ❑ DWQ to TOB) 40
ABC stone road
® ®
S2 SPOT Class B rip rap UT to Little River PER Corps 8.5(TOB❑ INT ❑ DWQ to TOB) 25
Excavation, install
S3 ® P ❑T 42"RCP, UT to Little River PER ®Corps 4.5(TOB 32
endwalls, 12'wide ® INT ❑ DWQ to TOB)
ABC stone road
S4 ® P❑T Class B rip rap UT to Little River ❑ PER ®Corps 4.5(TOB 20
® INT ❑ DWQ to TOB)
S5 ❑ P❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
S6 ❑ P❑T ❑ PER ❑Corps
❑ INT ❑ DWQ
3h.Total stream and tributary impacts 117
3i. Comments: Impacted stream is shown on the attached Figure 3 impact map. Open cut sewer force from STA 4+50 to
6+50(Align. B-B and stream S1)on pump station access road bid portion of project but will directional bore stream S2 with
later bid section.
FEP
Page 6 of 12
PCN Form—Version 1.3 December 10, 2008 Version

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12 W 0 12
NO1.TE THE NEW PROPERTY ACQUISITION (CITY OF GOLDSBORO) IS: NEW SIDE ft) a
TRACT 11 FROM GURLEY (FORMERLY PART OF DB 424, PG 251) DITCH O CL
w
TRACT 12 FROM GURLEY (FORMERLY PART OF DB 2172, PG 244) ® o w
t w
TRACT 16 FROM BRIDGERS (FORMERLY PART OF DB 1019, PG 708) I
TRACT 6 FROM HOWELL (FORMERLY PART OF DB 2806, PG 714) 12 a, CK. DAM
2. ALL CLEARING AND GRUBBING FOR THE WOODED AREAS SHALL BE HAULED AND DISPOSED OF OFF-SITE. 12 w
3. ALL AREAS WITHIN THE "PROPERTY ACOUSiTiON" LAND THAT ARE NOT SCHEDULED FOR ABC STONE, RIP RAP, OR ARE EXISTING TEMP SILT FENCE J
WATER WAYS SHALL BE PROTECTED WITH EROSION CONTROL MATTING PER DETAIL #6, PLAN SHEET #12. 11 77
4. SEE DETAIL #1, PLAN SHEET #12 FOR CONSTRUCTION SEQUENCE. 1 t 50
5. SEE DETAIL #2, PLAN SHEET #13 FOR STORMWATER DETENTION HEADWALL DETAIL �o r`� ; x115.96 t
ROAD SIDE DITCH AND DETENTION HEADWALLS NEW 8 PRCE MAI MAIN
! o
SEWER FOE J
(3' OFF RD. EDGE)
STATIONING SLOPES HEADWALL HW STATION PIPE SIZE HW INVERT EL. "H" HW HEIGHT
(FUTURE)
12
0+25.17 - 3+50.00 LT 1: 1 © 3+50.00 2" 121.06 4.5' TEMP. SILT FFalCE (� N
"
0+25.17 - 3+50.00 RT 1:1 10 3+50.00 2" 121.06 4.5' 0
m
z
> Q
S ' LL1 n
j m 117.28 Lr_ V)
LIMITS OF CONST. WITHIN PROPERTY ACQUISITION NEW 12' WIDE GRAVEL ACCESS ROAD-
W CV
g 1 T .58 0
p 112.88 1 1 Z
1117.4 Q
C �
z / 1:Z: w
s
FEB C o
z :% C3
--- ' m F
W
a V 1 i
NOTE: THE NEW EASEMENT NOTED BELOW IS A PERMANENT INGRESS, EGRESS, AND UTILITY EASEMENT. = w I/
�--- I INV. EL. 120.55 (3" PVC DETENTION OUTLET LINE) a f 733 o
/ DIFFUSION P 1 C (TIE-IN @ EX. ELEV.) j 1
9 NEW CONC. ENDWALL 7 S / N
cn LIMITS OF CONST. WITHIN PROPERTY ACQUISITION 12 12105x TOP EL. 117.33 12 NEW AIR RELEASE ASEGMANHOLE 13 5 1 FAm x11715 E9 2 O
/ D K •• NEW SIDE DITCH TOP EL. 121.59 # RALPH A.CUM"
12 °/�ex' 10 - - o
1 1 1 ;] I N.T.S.
w DB 2172 PG 244 / x 1 6.91
/ INV. EL. 120.85 (BEG. 3 ) 1 0 / TEMP. SILT FENCE f "7.65 0
00 -I RALPH A. GURLEY 1 MIN. DEPTH 4 8 MJDI ` � �v �/ PROPERTY ACQUiS1nOa WIDTH VARIES „s.3 �
( ) rr ' P,qR� 115.78 x 113.09 } 11 .00 i 90 a- O
_.__________.______.__ F? 8v 134t\ 114.92 STA 92+88.23 TO STA 95+70.00 INSTALLED BY l , .3D o
>t 20' 115.03 -�C „ r 117.89 11 .97 N
v (� DB 424 PG 25t AT STREAM CROSSING d'
5 12 22.5' BEND W 37'R / 2o,V� i, x117.77 DIRECTIONAL BORING WITH 281.77 LF OF 10 HDPE,
'-�- CK. DAM / �. 1 o'j ?pip x120.91 - -- N O
ERTY ACQUISITION ! 12 0 ? NEW 12' WIDE GRAVEL ACCESS ROAD tt4.30 �. �F %gNe 12,46 DIPS, SDR 9, 200 PSI SEWER FORCE MAIN ADMIRAL 0. HOwEu �' ,1 ,16,2 -18 ° w
TEMP. SILT FENCE ® � 4 4 QUI 111 N x123 "i & x CLASS B RIP RAP ON FILL SLOPE OB 747 PG 528 bi m '
O HW ROPER 2z.zs 114.33 2q1'`% FROM APPROX. STA 5+00 TO 6+40 STA 7+55.56 / (I
O 1 2 5 g 25' ?pF2 (23" THICK WITH FABRIC UNDERLAYMENi) END NEW SURVEY CENTERUNE / \ ,t .9 r LL1 b
! NEW 12' WIDE GRAVEL ACCESS ROAD CK. DAM _..,._.._ 124.67x EX. MACH TOE NEW CONC. ENDWAL o STA W
_ x,zz.,o ALIGNMENT B-B FOR RE-ROUTING 1•
37'R OPERTY ACQUISITION T26.82 4 114.62 i5.t5 5 OF NEW ACCESS RD. AND SEWER �\0�0�O 1 } p Q
- 6 s - 1t 13-� 12 FORCE MAiN AT TIE-IN TO SURVEY PR\P J \TOP EL. 109.37 TOP E ' > I-
pR �,.� _�. 12z37x ,a CENTERLINE ALIGNMENT A-A - STA 92+63.74) 106.22 R\eF DI �� 9 13 5 �r m Z Z J
" I - t 2. i TEMP. SiLT FENCE x 120.34 x114.65 164.4 '03.53 tiO�p \ \ PAD 1 2 >� /qe / Q Q
42 -NEW 30 RCP - _
I 25'R �_ x 128.95 LMiE s-- QN P'� 118.48 5 - - -103. $ i 5.13 12 2 z (�
INV. EL. 127.38 (I N) - 3a R ACQUI g /- - 1-2D.o2 x 6 D112-
5 x 1,2.45 �° 4 TEMP. SILT FENCE o N 1-
130.64 2 -- s 124sax D 0 ^'� 4' CK. DAM / x 1ss CK. DAM 2 . . . . . . . . ` x112.55 12 i� 1 / Q L1_.I f
INV. EL. 127.13 (OUT) x mw N zq 12 119.75 x 7EMP. SILT 9 oiFFLIsroN v 3a• 1at.s1 /
x11ss6 fy
11sss t .2 V a7 PAD s o3 a9a $ Q
o to20 12 - e CK. DAM / Ld
Al2
- TEMP. SILT FENCE J 115.15 ,5.0CE 12 Z - 115.89x �-�_ i .76 �-�-' - 25'R Q >
5 15.20 11A 111.v 1oss7130.74130.88 x12s.52 ,,- ao �120.31 ns.o2 OP ,AC U x 3TR x • x t29.36 4 1 2 225.07 N c 116.37 11- 114.40 59�, .. 2.02 __�..,., -_.___ __ -�J
- 129.7�; CK. DAM O 115-40 715.50 / j - ' �.3 118.74
x x 130.70 116.09 115.09 % 11 3
130.77 CK. DAM 25'R xi3 4 i x,30.32 12 O m� - 116.31 i � � � � - � � _ t 76.53 p I 1►/
728.02 P 1 x123.76 lip. R. 117.19 P 111.29 1 4.Z4 - - -'t 6.00 1 4.2 x x �116.65
� a118.84 / 117.8 P -xt22.73 `��� 118.51 I ,12.93 x 1 6.28 - t05.20 _ 782 8.67 IRS
127 s9� _ 61 ISF - -- -- 92+00 - _ t i 2.49 94+00.__ ---- ,-�.- .gy+DO.-- - - - - - - - 46.9. x1299� -- 87+00 88+OD J89+00 "_--- / _ 93+D0 ER t03s 95+� 117.78 CK. DAM 4 11 \ aaa
• OR 90+
t2��,99t - ,16.68 V12
NEW 12' WIDE GRAVEL ACCESS ROAD , 12 8. i .0'
p
- ---- --3F3g --)f-'----?E -3C 1 .93 'hP$04 _ 116.59 x 120.53 O ' tJ
,30.87 xF?5-2tT 122.24 -_ _ 118.15 117.48 / // 37'R 1 6.5 1 -- A �1(� �x,1s.83 x122.o5 P P.,ACQUISI ON t ,1 .84 v/7 _�;� jo ;t-:13t.16 / / 13L32 130.06 �� �_.._x- J N w;S20.69 / TEMP. NCE x 116,;'•p 113. x1 4.9ff
S _ _ i
x 127.21 201 52 / 122.20
f' 1 \ EX. Cjl Did N_ 121.09 BEGIN BLUE-LINE W y� �/ 4 (FUTURE) N v 37'i+' " l I t� °� -C�_Vy -0--- '
i30.89 8 MJ[�I , DITCH (UPSTREAM) o m y / ,- n CK. DAM $" MJDI DIFFUSION 8 MJDI �� .� DO �d�
22.5' BEND - NEW 8 PVC, C900 _ _ _ / 32 N 42 RCP 12 PAo 9 ti ° ,2ssr D' 'SON 9 45' BEND 2 �'
�,� -- y x a . a ,D5.5i PAD ( )
/ FUTURE 122'S9 SEWER FORCE MAIN z / � ,20.97 .22.5' BEND z / 1
\ / \ r m / CLASS B RIP RAP ON FILL SLOPE 165.6 Q ,0,
� ( ) 3 OFF RD. EDGE N c IN /� EL. 112.43 (OUT 12 1 ` . - 1D4,4 ADMIRAL G. HowoL 1 a (FUTURE) ®m
gyp, a
/\ ( ) - O - - ( ) FROM APPROX STA 92-65 TO 95+55 x 116.63 747 PG 528 0 / ®'r \\
/ „ j \/\a (FUTURE) J tp / / x(23' THICK MATH FABRIC UNDERLAYMENT)
EGiN NEW SURVEY ((( W iERLINE \ \ A
AbGNMENt 9-8 POO RE-ROUTING\ i \ $ MJDI,i� /\�\�\�
/ 11sss x
N - �/ to7so x11s.o1 12 W '
/\bF NEW ACCESS RD. 'AND SEWER' f 22.5' BEND \ - ULUAN 0.BRIDGERs i " ' " NEW SECURITY GATE I
FORCE MAIN (AT TURN FROM\ / �j''% \(FUTURE)\ \/ � DB 1019 PG 708 / NEW 8 PVC, C900 40 -NEW 72 RCP n /
�suRVEY CENTERLINE ALIGNMENT\\\� � '��//�/�\� �� �,��� _ - - j% SEWER FORCE MAIN INV. EL. 102.85 (IN) z / z
�A-A,- STA 85+30.66) _ PROPERTTY ACQUISITION WIDTH VARIES AT STREAM CROSSING
\ / SS B RIP RAP , SEE DETAILS1 AND ¢2 THIS SHEET F� STREAM CROSSINGS ,
(L-1o', W=9•, 7H=23) 7 NEW CONC. END WALL / WITHIN RIPARIAN BUFFER AND BYPASS cONsn�ucnav (3 OFF RD. EDGE) INV. EL. 102.60 (OUT) � / / o p
�� jam` �\ \ / \� \\� 5 / . ' ------------ - 12 TOP EL.`117.78 -J/ NEW CONC ENDWALL 1 y� m `�
``� �i�\ 7 = �� --- -- -- - ---- - TOP EL. 109.63 13 a o
138 ----- --' V� i = 1� - _ ! T ----- 1 I i -T -I -i T i- ( ----- ' r ! 1 138 ENDWALL/HEADWALL (IF REQUIRED U)
bi
00
O HIGH POINT ELEV - 131.07 O
136 ;=- Ht -Pflt1�tT- T7�-_II-1�-21�(T____.'. � �----_-_ i -�-___-.__ - , � i i I------ I I --------I Q
31
+ PVT STA = 0+50. 0 c7 ( -'--� -- - -- ----- -- --- - -- � - I --�-- --- I - __ -. W
i PVI ELEV = 131. �' _ - I i I ; I ! -_ i O V) -
I
_---- --_ -----.___ -._---i------i-- �- - } -- ! j ----- C
134 r----A: �-237-- ---- - - �-__- _ }---- - ---- i- ---- ---'-- ---fe) , 1
U> I K 33.71 c%i I --- ----- -- -- - - i ! - - ' ---- D j °D
U Vj ( I ( ! NEW STORM SEWER O O
m m----I- - --- --- >j- 1 - - -- -l----_ -_4 1 --f- -t- �-_- - -� 41 = 1 �- i N
w - i I I I I 3 m
EX. DITC BOTTOM �_-_- _r7--_ -- _ _-- 1-___------- ----- - ---- i
--- -----
_-__-_ ! _ __ _-_-_ _-_-_ -_ _-_-_�_-_- _-_® } ---- - ---- i 1 - I - I I I SHALL UNDER NO CIRCUMSTANCES Q 0].
132 -I- ---_-` -_-___ -_-__- -____- ----- { i ---i----------- 132 I CLASS B RIP RAP (TOP OF RIP RAP
It I
_ ,-__�-® - N____ __ PM_STA 4+25 00-- --- -_-_ --_ _-_.___. __--_ -_-- _ i i BE PLACED AT HIGHER ELEVATION LL LL1 �-
0.63 _ - . - M - ---p - ---!------ I ---- i ( i THAN ELEVATION OF EX. STREAM BED) z
-f------ --+- - ----- i
_ - ------ ------- -- -C- ---1---- ---_- _ VI ELEV = 122. 6 I i ^ W
130 - - - ® -. I .� �- -_- -._L--- -_ I--- -- - - ---i- - �--I-- -- ---+---- --� -- 130 . I SO AS NOT TO INTERFER WITH AQUATIC (J
{ ! O (O ; CLASS B RIP RAP (TOP OF RIP RAP !
I LIFE DURING LOW FLOW CONDITIONS Q z
- , _ I (n U A.D� 1.83 I p N Ln j SHALL UNDER NO CIRCUMSTANCES i
- r- is �_ - - - - - -------,----- - ---i----- { - - 1�7 r N .- I BE PLACED AT HIGHER ELEVATION Q
I 42 -N W 30 IRCP s m I 1n I I ! + N ! ! ! THAN ELEVATION of EX. STREAM BED) I w O
! / - - �_--� Of 0€AC - a -.� 128 SO AS NOT TO INTERFER WITH AQUATIC i _
i 128 -- ( - - - --- -- - -2 ' ALONG SURVEIY LINE B- I ( I I -� o r ( LIFE DURING LOW FLOW CONDITIONS - -1
------_.. _ - - - ------------------- I- --- - > _--- - P --ELE-V!- 4D __ ---=----- i ---- ---- ------------- Q
� z I I I--- --- � I -I'------__t_--_-_�__ > w 1- i I I � � ! � .- I I I _ _ _ - -- �-- ---- I X
1 ! G��I('
A..D-.___I -2J_9_�_____ _
___ _______ ___.._ __ - -_-___ __ _- -I-----------� _..._.�- t - -__-_.. 126 !
126 ---___ __ i ____-_____---_______ --, iV�W-SE-WE, �ttA1= _ �-________�_-- ' ( m K �35.87 -!--•• ! I -1
! -
I I -- i---- - -- -- --- - - --i--�---�- -- - �--- �-- j- --Ir---' ! 7
_ -�--- --- ---+ 124 �; NEW STORM SEWER PIPE SHALL BE BURIED WITH BOTTOM 20% Q
124 - I - _ i_. -._ z - -
i �� - I - > -_` OF•IT'S DIAMETER BELOW EX. STREAM LINE FOR CULVERTS
I - I �` _ o `~ I N I NEW SEWER VALV� w 4� I ( ! 7
�- - ! BEN -�-- _ -__-_ice I GREATER THAN 48' DIA., 1 FOOT FOR PIPES 48" AND LARGER
I-_---- -__- i--_------- -;-_ _ _ __ _ -----r _ -�- _�_ _ I _ �e _ -�\__ 122 I _ ------- o w
122 - ---r ___-_ _ ___�---- I - - _
--- --� ---- ----- ----- ----- !------!----- ---- ---- !----------- -- --- -----! ----- -----G----- !----- �_ __ -----� - --� ----- --- ------f--- -- ---�---� ----- -- ---� (n
I _
I
120 ( ) --I -- -- _ 120
---
�___--_-_ I o I I \ i7 STONE OR FILTER FABRIC
{I- --- ---- BETWEEN RIP RAP AND SOIL
I• FOUNDATION
i 1 I -----�--- I---- !---- -- I------._NEW-8n-. JD1_-------- ..._I
_.__�______j_ __ __ i - I I PLUG FOR ESTiNG
v 0 t
zQ i - --- ----�- } ---- -- -- - --L - --- ! ---�- � h
_�_._____ _- - _--�---- - { --� - ! I I �� ; / I � � ! NOTES FOR TEMPORARY STREAM BYPASS FOR CULVERT PIPE INSTALLATION:
1161
( I - NEW' 8 MJD i/ I I 1. CONTRACTOR TO DRIVE METAL SHEET PILE IN GROUND UPSTREAM OF PROPOSED LOCATION OF UPSTREAM ENDWALL/HEADWALL IN ORDER TO DAM OFF STREAM.
I I I NEW 81 PVC C 00 SEWER FORCE MAI_ Lr) Ln
2. PROVIDE PUMPS FOR BYPASSING THE EXISTING STREAM FLOW AROUND NORTH SIDE OF PROPOSED CROSSING (MUST BUILD CULVERT CROSSING PRIOR TO WORKING ON ACCESS ROAD ON NORTH SIDE).
"5' BEND - ( ! INV. EL. 112.43 (OUT) I 3. THE PUMPS SHALL OPERATE 24 HOURS PER DAY, 7 DAYS PER WEEK DURING CONSTRUCTION OF CULVERT CROSSING. z r
_ e _ _ - -�-i-- --- --}-- END �.e 4. COLLECT STREAM WATER IN FROM OF SHEET PILE IN SUCH A WAY THAT THE WATER DOES NOT TUN OFF-SITE.-.-.._ _.- _ 114
114 - - --j -� I ! I I 5. PUMP STREAM WATER COLLECTED AROUND PROPOSED CULVERT CROSSING BACK INTO STREAM AT DOWNSTREAM LOCATION. Q Z
6. WATER SHALL BE PUMPED THROUGH PIPE OR HOSE OF SUFFICIENT SIZE TO PROPERLY BYPASS STREAM'S WATER.
,�_ ----- ��--1---- --� - - -I - -- ------ - I--- ------ - - -� z
-- -�-- -- - - -- -- -------- -- - t -- I - 7. CONTRACTOR SHALL CHECK WEATHER FORECAST PRIOR TO BEGINNING CONSTRUCTION OF CULVERT CROSSING TO BEST ASSURE MULTIPLE CONSECUTIVE DAYS OF GOOD WORK WEATHER CONDITIONS. W
--(----- ----- L.---- ---- ----- �- - - ,------ ---- -----�-----�-- ->:- -+---- ----- --- -- - - 112 � 0 z
112. ---- I------ ----- --- 4----- -----. -!---- - i ---- ( - --t- ----- d z`{-- �, -- 1 ---- f ----- -
i INVI EL. 11488 (IN , � � V J x
Ld t- L>_
iCROSSINGS WII"IN (n
�_-.- -- -�--- - -_54 8-MJDJ
{f} --� -- -- -- -- - --- --1---- - -- - -�- -- -I --�_- , WITH G R I P P I G N fy 0
_ a ,08 I Q
108 -RCN -� PROPERTY UNE O
Lo -- i (FUTURE) -- -J CLASS B �
_� _�- -�s -- - }---- - r-- -- --�-- i I RIP RAP ?"
+ N I I y W Z LLJ LO
M1EW 8 _IIVIJDI- ! I Q -i I ! i BYPASS HOSE AROUND I 0
(�-----j----- ----- ----t----- ---- -----------t'-----t----------- ----- ---� ---- - ----- -_ --t_-----f------- trt---- -----j-----[ --- -------- I CONSTRUCTION AREA x U'
_ ----- 5' BEND (2) I >- z
i -_- (-_-_�------ I----- ------ I -- I--- __ L-_- - 1 i _-- ---- O- �------- ----- 1 NEW CULVERT PIPE O Q
104 -�- -.__.a-_.__-.1-__._.-- ---_ I-_-- r i --- -------1 --- -----I----_�._-----I --- 1 -� ---- -------- i --� -I 104 I WiTH ENDWALL
---- -----
O I I !
I
i I I I
Ile
102 _ _�_____• r'^1III7 `1 1 Tn Ii�'c I�'� c� o c(�o R�A/� -+----.- y
.. -'__ - --. u_.�-- -VQ/'T'TI�C��t�.^7TVR'- '�11T�- TIC -VCf'�{ '` T�-�l7i- I -_�- I 102 I l 1 41 i
t?POSED R I L V)
-{ -_�--fi- `�--_- � � - --�--TOWARD SALEM CHURCH RD.,_ �. j , � � Q
-- - -- - '-- I-----I---- --- -- -- -- -�-- -_! TA 4+5-10 6F50 ANDI PRESSURE TESif LINE - f " 0
�- -_ -__ -_____�_ ; r r '' W �•. NEW SEWER FORCE MAIN INSTALLED UNDER
I i = r. STREAM CROSSING (STA 4+50 TO 6+50 - � J
I �1E-ELEVA BON _
� FF -- --`- �I IBYPASS NSTALLED SETUP BUT BEFORE CULVERT CROSSING
ALONG SURVEY LINE IB-B �® ��/ '� i I � i --�--_-.�_-__._.___ __ �: 100 i Cal (ALIGN. 8-B) SHALL BE INSTALLED AFTER N �
I --- I I NEW SEWER FORCE MAIN
---- j ---- --- -- ---- - - _-�__- --- -- --- -- {----�---_ --- ---}--- - I I +- ! EXISTING STREAM BED 1
98 98 ! METAL MEET PILEWATT SUFFICIENT ' TEMPORARY BYPASS PUMP LOCATED SHEET NO.
! TO DAM UP STREAM WATER
DURING CONSTRUCTION ON SOLID, STABLE GROUND
(' 0 ro � � 00 N t[9 co t Go 0 1n r u0 co aD *- '0 ® o o0 tD N to 0) o '0 �' r 0) M t7 en rn r 1n 00
N O 0D O in .- oo rn rn r0 2� r7 r v1 M o ,r1 P� ao 189 to r o 0o W ao 60 0 o i�? N o to of d _ PROPERTY LINE
r O O ® O O ® Oi m 00 a0 � n r, <0 t0 to 1d � 4 4 d t7 rn 1M LV C CV 04 N' Oi � e- � n r O CV � N CV ® O o0 OD ( 2 3
M M M t0 MIr- N N N N N N N N N N N N N N N N N N N N N
� M � P� � t7 � N r- N '- c .- N ,- N � 04 a- N � N = N = N � N .- N
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 ! OF 13 SHEETS

e 117.05 DITCH o NEW SIDE TEMP. SILT FENCE 5 Al2
M ,17.3o NEW 12' WIDE GRAVEL ACCESS ROAD 12 EX SHELTER DAM
MJDI DA k
ROAD SIDE DITCH AND DETENTION HEADWALLS 45" BEND(2) -�/ W'°VERH^NG W
IL
- ---- • - _
» „ 116.51 - PROP AC, UI IT1i0717.4( 1,7.33 ,.P�', �-__. 118.87 -- -- -�,�. '-119.18
j
1` STATIONING SLOPES HEADWALL HW STATION PIPE SIZE HW INVERT EL. H (HW HEIGHT)
P� 37'R 11 I
96+75.00 - 99+35.00 LT 3:1 © 99+35.00 2" 110.05 2.5' _ 1
� 01+00 EX WOODS UNE _
NEW DROP STORM MANHOLE /#1 _
U
96+75.00 - 99+35.00 RT 3: 1 ID 99+35.00 2" 112.78 2.5' TOP EL. 120.00 l -- - ------ '~-------
INV. EL. 112.08 (IN), INV. EL. 110.10 (OUT) ( 1 3 PRO . CQUISITION a t740 1819 „9.,0 z
99+45.00 - 105+58.39 LT 2:1 19 99+45.00 3 110.37 3 " a z
NEW 15 RCP (20 END TO END) l /� ` �- o
INV.V. EL. 112.18 (IN) 4 O 1 5 -- - CK. DAM I
I 99+45.00 - 105+58.39 RT 2: 1 9 99+45.00 2.5 112.29 3 12 `�` DAM a ' HW �' W�I - -- - - CONST. EASEMENT TEMP• ELT�+� 12 12
i INV. EL. 110.00 (OUT) 19 = FUTURE
I H � 11 13 O (FUTURE)
" it7.91 Qx 718.84 i
CLASS 8 RIP RAP APRON Q ,,,28 ®� CK. DAM 116.80 x o , 7.24 NEW $ PVC, C900
e (L-5', W-5•, TH-23•) SEWER FORCE MAIN ADMIRAL G HD !
4 CK. DAM 7 Z 4 r DB 747 PG 528 ( to
i
NOTES: 12 O rTi 12 o I z (3 OFF RD. EDGE) z m
1. THE NEW PROPERTY ACQUISITION (CITY OF GOLDSBORO) IS: N DITCH E ® i o O Z
TRACT 11 FROM GURLEY (FORMERLY PART OF DB 424, PG 251) ® DAy5 LIMITS OF CONSTRUCTION WITHIN PROPERTY ACQUISITION AND TEMPO w
T 12 FROM GURLEY FORMERLY PART OF DB 2172, PG 244 >
I TRACT ( ) g i I Llj N
TRACT 16 FROM BRIDGERS (FORMERLY PART OF DB 1019, PG 708) (�1 CK. DAM I
TRACT 6 FROM HOWELL (FORMERLY PART OF DB 2806, PG 714) 12 I I o
2. ALL CLEARING AND GRUBBING FOR THE WOODED AREAS SHALL BE HAULED AND DISPOSED OF OFF-SITE. TEMP. SILT FENCE 121.99 '
3. ALL AREAS WITHIN THE "PROPERTY ACQUSITION" LAND THAT ARE NOT SCHEDULED FOR ABC STONE, RIP RAP, OR ARE EXISTING 116s9 tt6. s
WATER WAYS SHALL BE PROTECTED WITH EROSION CONTROL MATTING PER DETAIL #6, PLAN SHEET #12. 111.50 1, .77 6GsY ' o
I 4. SEE DETAIL #1, PLAN SHEET #12 FOR CONSTRUCTION SEQUENCE. 116.86 x
5. SEE DETAIL #2, PLAN SHEET #13 FOR STORMWATER DETENTION HEADWALL DETAIL. �o� x 115.s6 11 a
NEW 8" PVC, C900 I r
Ls SEWER
FORCE MAIN
(3 OFF RD. EDGE)
HW INVERT EL. "H" (HW HEIGHT) (FUTURE) 5 ��/ 2 0
r TEMP. SILT FENCE / Q
121.06 4.5
121.06 4.5' / o
! 9 N O
117.28 O
LIMITS OF CONST. WITHIN PROPERTY ACQUISITION NEW 12' WIDE GRAVEL ACCESS ROAD I
W ADMIRAL G.HOWELL O
Z ( D8 747 PG 528 a-
1A.0 !
x / 17.33 O
O
112.88 „ 11 32 ; N
� z 1 � I cr_ II d
W w
o o � �/ / m II
m m I J` Q
- O
I > N Q
O
---- --- - -----__ ---_-- � , � Q_ l l W I i to Z ~ J
NOTE: THE NEW EASEMENT NOTED BELOW IS A PERMANENT INGRESS, EGRESS, AND UTIUTY EASEMENT. ? a ; x1, s7//,' / i z U
INV. EL. 120.55 (3" PVC DETENTION OUTLET LINE) a ' 7.33 / o I N
IFr
DMSION PAD I (TIE-IN ® EX. ELEV.) /
9 NEW CONC. ENDWALL 7 STA 6+20.00 (ALIGN. B-B) 1 g o >
LIMITS OF CONST. WITHIN PROPERTY ACQUISITION 12 W izi.0sx TOP EL. 117.33 12 NEW AIR RELEASE MANHOLE #13 5 X 10, PATM xi17.15 ,98/ o
I > � TOP EL. 121.59 RALPH A. GURLEY 12 0�E
D " NEW SIDE DITCH W 2172 M 244 x, 6.91 177.65 i Ile
INV.V. EL. 120.$5 (BEG. 3 ) o / TEMP. SILT FENCE � x n so �� e
�' (1 MIN. DEPTH) g ZIP A,?, 115.79 11 .00 1� e/,
00 -1 RALPH a GURLEY 4 8" MJDI 3 °NE2�'leV x 113.109 114.92 ATOPAMAoNGN WIDTH VARIES STA 92+88.23 TO STA 95+70.00 INSTALLED BY 16°3t, 1,7.99 „7s, 1113.
14 0 oe a24 Pc 251 12 22.5' BEND / 20• 2 115.03
+ _ D ` 3rR / f �z 2R�p xn7a7 x12o.st DIRECTIONAL BORING WITH 281.77 LF OF 10 HDPE, 2
Ln r °NFgRi DIPS, SDR 9, 200 PSI SEWER FORCE MAIN % 118,2
® Z 114.30 7 4ijr ADMIRAL.G. HOWELL
NEW 12' WIDE GRAVEL ACCESS ROAD N �r 3p• 9G tzl.as 1 -V- -
m 4 4 CQUISITi - c� x CLASS B RIP RAP ON 0 SLOPE DB 747 PC 528 N W --
12 Hw ROPER 22za ,14.33 ?° p FROM APPROX STA 5+0o TO 6+40 STA 7+55.56 \ 1 t, .9 _ ��� o-• ri
e 5 5 25'R / ?°• 2 (23' THICK WITH FABRIC UNDERLAYMENT) END NEW SURVEY CENTERUNE
DAM ,24s7 6 - rx. o1r H ;°e R NEW CONC. ENDWAL o STA 96+67.97 I =y';
x 122.10 AUGNMENT B-B FOR RE-ROUTING
4 11 5.15 5 of NEW ACCESS RD. AND SEWER \0io o \TOP EL. 109.37 1 EW AIR RELEASE MANHOLE #14
TOP EL. 115.28
QUISITIO►`I t2s:az�- _- P Sal! ,t4.s2 FORCE MAIN (AT TIE-IN TO SURVEY � R�� 2 � / �
x 13 09 12 CENTERLINE ALKYdMENT A-A - STA 92+63.74) 106.22 y]t04.25��1�, \ \ DIFFUSIONS 1 3 5
-"-"'• --1'" 122.37 114.. x 120.34 x,14.65 t Oa.45/ 'C703.531- .50_ t 5.t 3 \ PAD 1`Z ' 1 2 112. i8 7 TEMP. SILT FENCE
SION PAD - h 18.a6 5 oy 1 b
,63.
WDDDs uNE 4 R ACQUIS 9 /-- i2o.Ozx e �� 4 (� x11z.a5 �P� .. ..... _ _ J 1 x1,2.ss 4 f TEMP. SILT FENCE /x / o
5 11 D 0 o v 4 CK. DAM 12 / x 1s ss 12 CK. D TE?AP. �L� (a)
DifFUSION . 12U
.87 HW {\1 y y 1 2 119.75 115.65 Pqp 06.6 03 4.94 C • DAM g C z
q 1n x n ss6 t .2 2.47 25'R FENCE 0 / i
i x 121.50 5 N D _ _ - J tn_ a
TEMP. SILT FENCE ,t5.15 ts. T .76 �"^-•`�, 1t9. 08 0 25'R ¢ Q
y _ 115.89x / 11�27x ,09.8X 1Q4? it41 i 1 .3 / O ! O
,s.zo OP AC UIS 0 „a m O
x 128.52 -12- � � x120.31 176.37 115.7 115.02 "� .02 � ___y._ � ---_'-
125.07 C 115.a0 175.50 114.40 / 7 - - _ _ - ---_
4 12 N ir59 118.74
CK. DAM O J
12 o m A 717.19 116.31 116.09 115.09 / / P 11 1 z 9 , 6.28 - 105.20 . . 11 3 1 23 1 8.67 Ps
ta.65 i O
123.76 11 .9t 118.84 / 117.8 P x122.73 �`^� 118.51 1 112.93 ii4.23 ---- x
_---- 128.02 _�- InA
P I--,_x ,12.49 94+00• tOS i 4.Z4_ 6.00 ggi.Op ,i8. ,
-gg+Op !89+00 OR 90+00 / 92t00 93+� ElR F 177.78-- f2C. DAM 4 „ I O
116.68 x 120.53 -
_ t t8.5s 1 2 NEW 12' WIDE GRAVEL ACCESS ROAD f Z,t ___ 1 2 t�
118.15 / / 37•R '1 6.5 0• w -
I 122.24 ___.- _
x 120.69 117.48 / x 119.83 TEMP• 122,20x x 722.05 x P (�`QUI� 113. x 114.98 10 11 .84 / /Q
x 127.21 - T 52 O / 11 6.28 "
F'x: c11. olTcti 121.09 eEGIN BLUE-LINE w yA �/ / 4 tFh7U cn 37'R 8 MJDI U
DITCH (UPSTREAM) o m O , n CK• DAM DIFFUSION
- _ NEW 8 PVC, C900 _ -_ / 32 -N 42 RCP 12 8 MJDI PAD wFFuaoN 9 U W
'i22ss SEWER FORCE MAIN ?- - / ( ) x120.97 22.5° BEND 1 2 , ¢ ' '° ,oss1 t29.61' PAD 45' BEND(2)
I N V�L. 112.88 I N _ e 10,4 t4 12 (FUTURE) /r
' N G / I�L. 112.43 Ol JT FROM APPROK STA B RIP RAP 92-65 T FILL O95+55 105.6 ADMIRAL G. HOWELL a O i (n y O
(3 OFF RD. EDGE) _ - o ( ) I DH 747 PG 528 / o
(FUTURE) - o m \ / x(23' THICK YAT}I FABRIC UNDERLAYMENi) x„6.63 3 ; or (-I- o
i16,26 107.60 x 115.01 (;12) W a z m O +
w o. BRIPC V j NEW 8" PVC, C900 40'-NEW 72" RCP a NEW SECURITY GATE I /o o �' o_
PROPERTTY ACQUISITION WIDTH VARIES AT STREAM CROSSING a
SEWER FORCE MAIN INV. EL. 102.85 (IN) 2 I c, QSEE DUAILS � a
7 NEW CONC. ENDWALL % WIitIIN RIPAtRI BUFF AND #2 ER,wD BYP SHEET F,FOR SWAM
c sa, C CROSSINGS (3' OFF RD. EDGE) INV. EL. 102.60 (OUT) �{ / /o I W
0
D3 12 TOP EL. 117.78 NEW CONC. ENDWALL 1 C� o
13
TOP EL. 109.63 h�
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___:_-- --- ----__�__.___ �_____ 1__-- , •� � -� � � _ _ -__ _____ ..._ ___ _ � -{- -� � �oW--�P��-�- EL-E� 1a 4.�7
124 �- ---- --_-�--_ I --�_--L_---I -Q -- ----- -- --� -- --- --- VC #5 = 150�-- ---- ---- ( -__ I _ I -_o -P STA 96+50. 0 - c� c�-- ---- --- ---- I __- ----- ---- --
( - cc ----` I EX. SURFACE �LEVATION L_ �- - - - - - - - -Low_L'-0 -STA--.. .--_.9.9+--29r-..9_1---_ ---
____�_____ !------------------ __-- -----F -_-_ -- -- -- ^ (- --__ -- ---- -- - - I- - - - - - - o -ca- �- -�- {- x
! I i i ! I O I-_ I ►� I -----�---- "� -!- �- + - -_ -�----- I----- ------ ---- I P VI S A 9 +40.79 I z
. - T - t-----. ---+--� --- 8-1 --L` --t----- 122 LLJ
--------- �-- t-- - �:9# --------- - ----�{- f ' '� o I LOW DINT EL V - 113.33 I "� + °' i PVI LEV = 14.00 I O
! ! ! I LOW q---- --- --- -----`V I ------�----- --`D- _- K_= 1.46-- --- - - -i ------ - __ -0 1 0) W 0 to
- - I I- POINT STA = 94+�77.70� } �s ! o' I - > -- --- - --� I .IS - i fi-- I Z W Q
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F 10 DPE DIPS, SD 9 200 PSI SEWER FORCE MAIN
-SHEET N.O.
N w O, M c0 n 00 O> 00 I` to w d 70 rn 00 M n O 61 @- M w 00 O N O Iq to O> v- r t10 N O n N d M I\ 00 M V- aD N O 00 V- t0 rn N N M
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l_____----------_--_--_--.___-_s-_ ----