20031148 Ver 1_COMPLETE FILE_20030910

V l~ ION i ' / ~ X218
1 OGA~• IN r ~ . PEE PEA i -
XIM ~QD / ~ - - - PRO ~ Q'
10 ~ A~~ a
_ _ E _L4G ~ ! 216 ~ A~ ~ R~XIM A~ 1 ~ w 0
~ - i W
o ~ / ~ X218 W
F~ ~ w~
' ~ ii ~ OR m°~F
~ ~ 1 2 ~ ' ~ ~ ~
. / ~ O - 3 ~ % i , /.111 1 X224 X10 ~ ~ 11~ = i ~ ~ ~I ~
~ RE ~ , ~t1oN ~ `x`11-t'n ~ ~4 ~ ~ ~ ~ ~~,o
. ~ ~ ~1 i ' i _ ~ ~ ' - 1M F S ti 226 o
0 Ro a i~s ~ h ~ F 1~ a ~ ~W a~~ P ~w
~ / SP ~ ~ rl~ i , 4 ti 1 ~ , 228 . _ ~ ~ ,1 ~ ' ~ i 1 w a~~~,
' ' G. C. ~ / 111 / 14 / . C. ~ ~ ~ 1S0 v - ~ /'1 F 1 . i 4 ~ qo~~
' . i~ F 41 ~ ate ~ f 1 ~ ~ / ~ -1444 ° I:P~~ ri. ~ ~ w ~ ~ ~a c qz I
I / \ CCS ~wER ~ t/ W8 ,22 I r ~ ~ ~ `f 5 144 i i i ~ I ~'W way ~ m ooao
~ ~ - ~ ~ = ~5 A~~~ ~1 ~ 12 ~ ~ ~ ~ 1 ~ WILLIAM ~ ~ ~1~, ~N~ s i~l l ~ ~ r x~
~ - ~ . / ~4,~ a ~ ~ r ~ ~ 30 - ~ ~ - - ~ 0 , - 11 F ~ 4 D. 1 o •y9. ~ ~„r- ~ /1 ,~5 ~ Ltd ~ I ~a Mxc, ~
~ , o ~ _ 1~ v GA ~ 1 0 Plf~ J i / ' ~ x° ~ ~ A~ o
. _ ~ v o- _ _ 4 I 1 ~ ~ ~ ~ ~ - ~ - -22 ~ / 0. - - ~ 1~ 0~ - - , ~
~ ~ ~ ,,may ~ _ - I ~ 1 I ~ ~ tSy''` 1 ~ ~ P~ i 11
0 / ~ ~ a 0 , - 1
S~ i~ 1 / r r-~/ ~ ! 1 -
R~ kbo ~ - ~ ~ - , ~ 1 ~ ~ I
i - ~ ~ ~ ~ ~ ~ I ~ 9 ~ , i i ~ ~ ~ ' 5 ~ ~ / .230 -
~ b0 ~ i ~ ~ I ~ 6 ~ }
'Sg'` ~ . / ~ ~ J ~ ''I 23 ~ ~1`~ ~ P - " ~ ~ OAF ~ - - - CONSTRUCTIgPV LIMITS ~2~~ ~ a = ~ ~
"`'~'Ft° ~ i ~ ~ J - ~ ~ ~ p}q II .tea -
- S~ k~ ' ~ % _ - ~ i ~R , _ _ - - ~ I ~ ` ~ C. C. } ~ I Vi A Z PO W C 0
~Q ~p~ ~ i ~ l / ~ ~---234---~ i
O 12 ~ ~ - - , ~ ~ 3 U J 41 H
~k / i ~ ~ i a @ ~ / ~ / ~ ~ S U Q W Q U Vi Q Q'
~ / ~ -2 ~ 240
~ ~ i ~ - - / ~ / i - ~ , - -fir' V~~ 5 X55 ~ / ~ ~ / / ~ / r„
V~ ~ / • ~ ~ / - ~
/ ~ ~ ~ I I I I i ~ _ ~ f % ~ ` ,238 I I I I I I i 1 ~ 0 V~ ~ I _ - - ~ / ~ ~ ' ~ 0
o ~ ~ _ / 1' 4 $ k ~ i / ~ ' ~ J~2
-1-2~ ( / ~ ~ - - - - / ~ ; ~ ~ / ~o- mitt -2 - _ / ~ ~ / l
' 4
~ I ~ ~ ~ i ~ / ~ _ ~ ~ W7 / ~ I ~ ~ - -242 V Q
396 SF ~ ; I - % - ' ' ~ i ~ I _ , / ~ _ / i /
~ 1 - , , ~ W\ J 2° ~ ( / ~ -244- o , 2 ~ / -4 p"1
i ~ ~ ~ i / ~ ~ w~~ ~2 ~ u
~ / I ~ ~ ~ , - ' / / ' --2~ ~ I L
0
~ / ~ ~ ~ / ~ ~ ~ ___248 ~ I N
SANITARY SEWER OUTFACE -PLAN VIEW -STATION 38+00 1 38+00 TO 44+07 ~
SCALE 1" =50' W
SANITARY SEWER OUTFACE -PROFILE VIEW -STATION 38+0 O ~N 38+00 TO 44+07
E~ W
SCALE 1" =50'(H); 1"=5'(U) _ NOTE: ALL MANHOLES OF OUTFACE SHALL BE _
`STANDARD 4T IAMETER MANH LES. ALL RIMSrSHAtL O
BE WATER TIGHT AND VENTED VERY 1000' OR', EVERY ~ 0
3RD MANHOLE (WHICHEVER IS REATER) AS SHOWN. o i I ' N
~~N
~ sr F- I fOdN~ NQ
230 N ~ ~
m Na ~ ~~n~? EXISTING GRADE ' ~pQ.- I
O p'. N M i ppNF ~ ~ ~I ~h
I ~N?O ~
O ~N I ~ F I ~ I
~ --t--- - - -
_ »
~ zz I
'i i PROPOSED MANHOLE i VENT' REFER TO ~ ~ ! ~ f
DETAIL 3.9 ON DET IL - ~ # ~'I
SHEER. - ~ i 220
~i ~ _ ~LEV.220.00 % '
- - - i
w z 0 a
W
cis 2 q, 12 in. PVC w~ a
~ ~ F. 0.22 % 12 in. PVC 274.19 L.F. 0.2 a % 12 in. P 138.65 L. 0.2 0
m
o ° I N 210 I 0
~ I
o x
iri i w
~ ~ 0
a - - - ~ a~ w
cn c 0
0 ~o
I m I
3 Lzt;rt ~o
Y 200 W W ~ a ~~U~~oCc~' ~ ; ~ o~ ~~a~
U ry,; ~ ~a-~.~ F--i
~ I S i ~ i i W
W Z I a I W
0 0
O ~ 3 O w
C O
rn co m ao n ro ~ rn o N N ~ ao ao ao ao ~ ~ oo ai o w
~ N N ~ N N N N N N N N N N N N L w
N w
C O U x
-00 39+00 40+00 41+00 42+00 43+00 44+00
w c~ w
a A
H ~ V
cr W GRAPHIC SCALE 0
O C Q 50 0 25 50 100 200
C m
N a Z O
.Y N Lo IN FEET &.4
1 - 50 " SHEET 3 OF 4
O

>~p N \ ~
F Sq ~ F ~ N ~ 1 ~ ,
` ~ ~ W R LWE T. D C' ~ ~k~T pOWE I ~ C \ ~ ~ ~ ~ ~ , a • - ti
A ~~T~ R ~ ~ i I ~ ,C F ' ~ ~ ~ ~ ~ IRS \ V' /~j- ~ o ~ ~ \ ~m
P _ ~ - ~ o~ ~ v . ( FF _a ~
r.~ ~ R . ~ ~ o F~ ~ o ~ RE ~ v v \ \ c>~ ~ ~ a
IC ~ ~ ~ . ~ / Ub c°0F
'A ~ o o. Ro ~ kr
i 1~ I OF `I I , i _ ~ V _ ~ ~ F I ~ - ~ ~ ~ ~ ~ m
I ~ .aT ~ ~a \ ~ ~vF ~ ~ ~ M ~ N I' _ ~ \ _ m
~ / f ~ ~ ~ ~ ~ ~ R ~ ~y o
~ I e ~ ~ ~ ~ A ~lF ~ o - , ~ \ ~ \ ~ o l / - ~ ~ ~ -r ,~W ~ w
~ WETLANDS ~ R - . \ \ ~ ~ ~ '
43g, I T FENCE ~ ~ I ~ i 8~ SL I ~ ~ ~ ~ ~ ; ~ ~ ~n~ - q ~ W~1
_J~ ~ ~ - - oti- i' .-R~~ ~ c w ~ F~,,~ a qz i
11 ~F I _ - _ 111 1 ~r-~ . IQ Is I~r - - ~ - , ~ h E~r~~-, I~ 1 GPo ~ . ~ ~ ~ 0 / ~ ~ .tom .C.
~ ~ 1 t i MHO E7E1MI'ruWl1 I ~ ~ . 11 ~ p # ~ 30 B.fi ~ 1,11111 $Fi 2.9+0 S +00 SF bEMHrTI)fl I I I1 I _ . t~A~~~ , ~ ~j w ~ ~ i 'id
11 ~ ~2" III ~ 1 '~""-Sf I I 111 ~ ,1 ~ SS"h"~---~_ ~ 31 111111 11 ~ TARY 1 - - / ' / ~j~~ ~ 0 Qf
' 1111 ~ SS ~ I I ~ ~ QUTF,~~ b ~~"~`-$f ~ 1,1(1 O ~ 12 1 ~I 1 ~F I,-1-F~I ! I~ ~ ~ SS 32+ ~ ~ ~ i 1~ 2ak / ~ 11.1 ~ I ~ 1' I I h+i.. ~`~"~'--1-12° 00 ~ ~ . R~ ~ ~ 0, e~ a ao n~ ~ ~
~ ~ ~ SS 1 V III~I{~I _ S ~ l ~ ~ . 1 ~ 111 ' ~ ~ ~I^I'1`1~F 1.1 I I-}+I MH ~ ~ OF .h \ - .
1~1 i ~ ~ I?I tt ~ / ~0 ~ . s MH#9~ 111 ~ ~ ~A,.,,_, ~ ~ ~ , / ~ W5 ~I ~ Opw N ~ U~ ~ ~
/ ~ / ~ / I _ ~ ~ a v
~ _ t1~ ; ~ i V i ~ ~ ~ ~
~ ~ ~ CONSTRUCTIaN.~MIT$,,, i ~p, ~ 2 S S 40 S o ~ - _ W4 / ~ ~ ~ ~ , _ k/,~, / ~ ~ ~ ~ ~ -k~ ~1
i I ~ . - - _ ra.. rq \ / ~ i ~ i d~ T 45~ SF / ~ ~ ~ ~ ~ ~ ~ , ~ P~ ~ ~ ~F ~ - -
~ N / / ~ ~ - ~ OC A - ~ qT ~ / ~ 4 \ _ , UCy~ ~ 5 R ~
- o ~ ~ ' ~O ~ ~ / ~ 1 i , ~ 0 OF S / o / ~ pC ~ ` ~ 11 ll/ ~ S -
~ N ~ / ~ / \ ~ q/~ ~ _ /y~ 3 QS i >
r, ~ i rN ' - j I ~ ? / Op / ~ - ~ ~ ~ / 1~~~ I ~ v 0 X55 ~ ~ _ - in i ~ o ~ / i
~ ~ x i ~ ~ ~ P I, ~ X~t , ~
~ROPO ED ~ ~ ~ / I '~'~1.~ U AN ORD REEK ~ ~ ~ ~ ~ ~ _ ~ ~ ~ 'C / ~ ~ ~
1 ~ ~ = %ENCR CH ENT ~ ~ A ~ WIDE ENCR i w ~ ~ i ~ ~ ~ ~ / 23+00 4-6' WIDE 1,791 F/ ~ ~ ~ ~ ~ ~ ~ / a / ~ ~ - _ ~ ~~A5 55 V~ ~ ~ ~ / _ _ - ~ _ c o
~ I ~ ~ ~ ~ ~ _ ~ 8x ~ ~ - - Q~ - ~ ~ V ~ ' ~ 00 11'1},, ~ ~ ~ ~ ~ ~ ~ ~ A _ ~ ~ ~ CO 1111111 ~ ~ ~ ~ w a o O
k i _ ~ ~ ~f ~ 111111111 0 ~ ~ r i IIIII 0 ~ ~ 1 Z Y w / ~ III 11~. S~ ~y1 k / ~
0.0 % i / / ~ ~ , ~ ~ ~r H13 ~ = ~ a w a ~ > G/~/ ~ 36+00 ~ M ~ ' I I ~ x ~ ¢ w e ~ ~ ~ _ ~ i ~ ~ ( _ a ~ v, a ~
I o o ~ ~ - ~ _ ~ e ~ 0 2 _ e /f My 12"SS_ _ _ I ~ I
lJi ~ ~ ~ 0 ~ ~ 0 V A e W6 ~#f~ I-y-+-I I V I++~ 11~ 1 i ~ / f ~ L 1.1 ~}.}-i'il 11 ~ ~ I i
~ ~ 204 204 S / 111 i m ~ ~ ~ ~ I
~ A \ cs 1 r ~ / ~ ~ - A ~ ~ _ i ~ ~ ~ 1 r 125 J ~ / ~ V ~ ` / ~ ~ ~ l ~ A ~ 396 SF I
i ~ \Z ~ ~ ~ ~ A p' ~P v 'r% " - / ~ V A ~ ~ ~ ~ % ~ ~ ~
k N ~ / PROPOS D ZONE 2 ~ ~ ~ ~ ~ ~ ~ - - - - 2`~C ~ ~ I ( ~ ~ L__ ~ ,i ~
~ ~ ~ ~ 1 ' \ . 2 ~'~i,,~\-~- - ENCROA HMENT ~ 1 r ~ _ _ ~ ~ ~ 1 4 r~ ~ ~~605 SF t ~ ~ \ ~ ~ % ~ 1
1 ~ , . j ~ ~ ti ~ ,-2 ~
i o
' YID ~ i ~ ~ ~~POWER Ir~iE ESMT. r ~ ~ ~ ~ J V ~ / _ ~6 ~ 6 _ ~ ~ 2 v
I ~ ~ Iwo ~ ~ ~ v A ~ r ~ V ~ ~ ~ X22 i ~ M - \ / ~ i W ~ - ~
- / ! ~ . ~ V ,..,~i i i~ 1 1 ~ , V ~ , ~ , / Oj M
P~tOPOSED ZONE 2 ~ ~ ~ ~ ~ ~ - ' ~ ~ N I 214 ~ ~ , O ~ ~ ~ { ~ 1
/ ~ ~ ~ ~ ~ ENCROACHMENT ~ ! ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ _ - / i I o
600 SF ~ / ( , ~ ~ 1 ~ ~ - ~ / ~ ~ ~ ~ ~ \•,G t ~ ~ ~ \ ~ N I o
~ 1' ~ 1 ~ ~ ; ' ~ L ~ ~ ~ ~ X26, , _ ~ ~ ~ ~ ~ ~ , _ - \ i ~ ~ N
~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ NN V t
~ i ~ ~ ~ LL PLAN VIEW S ATION _ o~ I SANITARY SEWER OUTFA ION ~~~60 TO 38 00
SCALE 1" =50' W 0
SANITARY SEWER OUTFACE -PROFILE VIEW -STATION 29 +50 TO 38+00 E-+ ~TION 24
W
SCALE 1" =50'(H); 1 "=5'(V)
NOTE: ALL MANHOLES OF OUTFALL_SHALL BE _ ____r_- _ - - STANDARD 4 IAMETER MANHOLES. ALL RIMS SHALL -T I I
BE WATER TIGH AND VENTED EVERY 1000' OR EVERY
3RD MANHOLE WHICHEVER IS GREATER) AS S OWN. d~
I ~ o I I ~
~ I, i ~
~~n~° r p] N I •
230 ~ IN ~N O j i i ~ i ~ , ~ EXISTING GRADE ~ ~
~t0 NN?O ( I 00 I W~ ~tp~p0 ~ ~N~ ADO ~ rorn I No j/~
MOp UI~ZZ I dOJO ~ pO~N +pcll~ ~ ~ ON 00 O ~OOfN i OON V1 N X00 O~ v~ +~N~ ~ ~NH ~ I
NN O + NE" ~ ~ NofN~ r• ~O ~ rr m~ ~ ~ ~~NZ~ ~ ~ O Nt~~ZO M NZO
=F~ ~ ~OnO N Zp I O O N_O I _O
Z - - - . _ ~ > > EXISTING ~RADE i ~-zz NNZO i ~~~ZZ ~f~~__ I Z ~Ul~?Z f
I 01 - O I I ~ I l I~~ i ~ PROPOSED NHOLE ~I
~(A~'?? I I VENT, REFE TO
I i DETAII #3.9 ON DETAIL
~ ELEV.220. 0 ~ i SHEET. ELEV.22.00
220
PROPOSED ANHOLE ~ ~ ~ - I ~ ~
I~ - - - ~ ~ ^ ~ ~ VENT. RE R TO ! ~ " ~ - - - - ~ ~ - --.1_ - - ~,I - ~
I ~ ~ ~ DETAIL 3. ON DETAIL I % # w ~ i ~ ~ SHEET. ' ~ ~ -
I ~ ~ r ~ - - I - - - -
J ~ - i ~+~1 a
a I z ~ ~ ~ i 0
cn ' w j ~ 30 ,17 L.F. D.2 N
r a % 2 in. PVC W I 12 in. VC 129.15 .F. 0.22 0 0.22 % Q Qlj
~ 356. o I 12i.PVC 356.67 L.F.
N 210 i 12 in, PVC ' ~ N~y
182,14 .F. 0.2 % o 0.25 % 2 in. PVC v 1 2.83 L.F. ~ W i M
N 1 9.43 L.F. 0. 5 % 12 in. VC . PVC m W W I I I
~ W W _ _ - - - v~ o
o - _ _ --t- - -
I ~ ~ ~ i
~ 0 I
~ I x~
m g 'I I I ~ ~
~ I h
~ 200 i ~ W ~w
U ~ i x
O ~o
u- I Z a ~w
i I a
3 O w
~ N 00 t0 ~ N ~ O N N N ~ ~ N t0 ~ ~ N N m m rn rn ao ~ co rn ao r, W ~ ~ r oo ao ~ r ~ ~ ~ ~ ~ r ao h+~
~ I~ (0 ~ ~ ~ ~D I~ r ~ t0 ~ ~ 00 ~ v r ~ N N N N N N N N N N N N N N N N N N N N N N N W
~ N N N N N N N N L
N C
O 33+00 34+00 35+DO 36+00 37+00 38+00 39+
Y 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+0 -00 ti
AO
75 Q
H GRAPHIC SCALE ~ Z
W 50 0 25 50 tOD 100
Q
L Q
C m ( IN FEET) ~ O
Ln Y 1 inch = 50 :t. SHEET 2 OF 4
U7
N

~ / i w`
i~ ~ R i , c I % I i ~
, 3 ~2 ~ ~ ~
.i / t 3 ~0 s~ ~ ~ a V ~ o T t ~ ~ r~
~ ~ i r 1 / I \ ~ \ ~ ~
- ~ ~ \ ~ I ~
w ~ - % , ~ v ~ ~ i o ~ i i ~ ~ \ ~ ~
i ~ ~ _ _~i ~ ~ ~ _ ~ o ~ ~ ~i ~ ~ ~ ~ ~ ~l o~ ~b Wco \ oIF
~ o m / ~ (r~ ~ ~ (!1 rAT
i / / ~ FF G ~ i - i ~ i ~ ;,c ~ E~ 8 . o h ~ ~
~ ~ E . ~ CR . vIFR ~ n J V " ~ ~ ~ ~ N \ \ ~
~ 0 0 ~ ~ ~ . a~ ~ i ~ ~ ~ ~ 0
~o ~ 0 5~ / Q ~ 5. ~ 0' E i _ ~ Q ~ I~ ~ ~ ~ ~ ~ q o ~wW
l f 4, i ' ~ PR(~1'' iSED ZONE 1 1 , ~ p ~ v
' ~ ~ i - C~r~ ~ACHMENT , ~ w A v ~ wrn
/ ~ i ~ r ~ PROPOSED ZONE 2 Z ~ 1,9~' SF / ~ q oW?+ . o , ~ co d
~ ~ ~ ~ / ~ ENCROACHMENT Z Z N / , c qz I
~ ~ 613 SF w o Z N . ~ ~ % ~ O N ~ ~ i ~ m oa z S2 ~ ~ ~ ~ ; ~ mao ; o I ~ ~ ~ ~ ~ ~ ~
i~ ~ ~ N / ~ / ~ ~ J N ~ ~ ~ UT '•~NEO&D CREEK ~ ~ / '~w u~ ~ I 0 ~i Gp J " i N H r+ I E THE C 1 a a1.~
CREI h: 4-6' WIDE
RIM: _ - C _ ~ ~ INS,. ~:~.2 ~ ~ / ~ / ~ w2 T 196 SF ` ` ' / W3
1 169 S V 1
. ~ ~ I ~ i 1 i? ~ ,~i 1 lit p ~ - ~ ~ 11 P ~ ? I ~ - ~ I ~ / ~ X11 ~ P ~ _ ~ ~ ~ ~ ,
~ ~ i ~ii I 2 ~ ' ~1 0+ S fiq Il ~ ~ oo ! PUS - _ ! ! C1~ S ~
/ ~ , 'i i i ~,I~C t9 ~ ,9 SS e , M
' 1 NSF. b N'~ 1 ALA ' ~ 1 ! ~ ^ +oo ~ Eq , , ' 11 ~ N~~~~~ ASS ~ SE cr.,
/ ~ ~ 11 kp0 tq"SS j 1 F~ _ _ +?~'11 w1 1r1 i ~h~ 1z^ ~ ~
r , - ~ \1\1 s~f 1~ 111 i PROPOSE., ~Oh_ . i ~ V1 ~ 1t~1~ , 1 SF SS ~ 2 !~I, 0 I
ENCROACHM~~ 11~\ SE Z SS 1_ . -3'3 ~ !!'N-I1~ 1 1-Hy ! ~ i U AN ORD REEK i
/ 602 SF ~ \1 t L - - _ , 11 . 1\ / \ 1 N ! ! ! 1p" 23 ! 'WIDE ENCH N CONSTRUCTION LIMITS i ~ ~l'Ill SS +OQ CRE 4-6 WIDE] ~i
. - 1 1 ~i ~p ~ ~ ~ ~ ~ I'l+r ~ ~ ~ 1
~.'v., ~ PR ZC~IE : ~ 1) ~t~ ~5 11 . / ~ T ~ ~ . ~ 1 ~ t,~ ~ 0 / / / S ~ I O ~ f PROPOSED ZONE 2 / 11 ~ , a = ? M
~ ~ l - ~ N W W N - ~ ~ ~ ~ J ~ Z 20p, ~ N OACHMENT ~ ~ ~ ~ o ~
C ~ i V: ~ ~ Z 0 ti ti ~ ~ 0 A~1~ ~ ;,SS - ~ r ~ w o / ~Y / 1 / 1~ ~ N M ~ ~ ~ t~ ~ z 3 O 77SF ~ 0.0' } U1 N N 1 6 ~ i 3
by ~ ,0 a1 tt lp, ~r~ ~ ~ ~ . . ~ 1~ t-- 30.0' i / PO q OJ ETLANDS , _ o 0 `-30.0' ~ ~ 0.0 ~ Y W _ (A
/ s / o . C /~r' ,,.z~ ~ J~ic~~1 ~ .Q ~ ti 0 ,1~ 2 11 20.0' ~
_ ~ \a~ ~ ,P ~ S - x m, _ ~ ~ 0 ITH EEK / , 1 ~ 1 / ~ . ~ A In ~(1 Q' 2 U¢ W ~ ~ ~ ~1J1 ' ~ 2 A U Vl A Q'
/ ~~y ~ ~ 1 / E TRENCH P 0 ~ ~ N ' ~ ~ / ~ ~ c~ ~ ~ ~ ~ ~ W
/ ~ ~ ~ 'K: 24 26' WIDE _ ~ A 1 / o ~ 1 ~ WE LA / . ~ i N~ ~
1 ~5 1 v ~ ~ ~ F \
/ ~ / P 1 s _L E ~ / ~ 1 ti ~F ~ . o° ~ ~ s ~ oo \ ~ ~ ~ ~ r 1'
7 'v ~ ~ ^ ~ ~ ~L - 0~ t ~ ~ ~ / / S 1 LOT 2 xo \1 ER . ~ \ i / ~ ~ / \ ~ Nq ~
1?492666~i o 1A kpp ~ s rr ~ / ~ ~ A lJ~ ~i~~ ~ - i ~ V~
_ ~ ~ ti ~ • / 11 ~R 5 R ~ V ~ 1~ ~ P c / ZONED: RD ~ , , ~i~ ~ 1\\ PN\ ~ ~ rr . ~ p ~ ~ i 0 ~1 ~
~ a i~ ~ ~l 1AA S t~~ i . ~o- / ti SS / . ~ ~ ~ ~ ~ ~ ~ ~ O G \ / - -o' _
/ ~ / 1a ~ 1~ / ~ ~ .
/ / 1 % 0 2p 3x \ F ~ - ~ .~J ~ ~ - D~ ZONE 2 f"~ + / ~ _ PROPOSE
V' ~ 1~ ~ _ ~ r ~ _ ~ ~ - ENCROACHMENT. Qj . ~ ~ ~
/ ~ ti ~t _ ~ ~ 600 SF
' ~ t~1~ , CONSTRUCTION LIMITS ~ 0 / ~ / .w ~ ~ 1 - ~ i l \ ~ h
/ ~ / W E ~ ~ Q- - . _ ~ i / 0 ~ ~ ~ ~ e ~ ~ ~ ` •
`0 / h Q / / ~ _ o
°j PROPOS D ZONE 2 Q;Q i ~ ~ , ~ O ~ / ENCRO CHMENT/ - ~ 03 - ~ N ~
/ / i / ~ ~ 601 S r ~ _ , r~ ;y~ - r
r . ~ _ -STATION 10+00 0+00 TO 24+50 1 W
/ / N VIEW ALL PLA SEWER OUTF SANITARY , 0
SCALE 1 =50
- STATION 10+00 - PROFILE VIEW +00 TO 24+50 W ~ 10
SEWER OUTFACE SANITARY , O
CALE 1" =50' H ; 1"=5 (V) S O _
- _
- - ---r--- NOTE: ALL MANHOLES OF OUTFACE SHALL-BE i 0
ARD 4 IAMETER MANHOLES. ALL RIMS SHALL ~ STAND I ~ 'I ~ .--I
BE WATER T1GH AND VENTED EVERY 1000' OR EVERY 3RD MANHOLE WHICHEVER IS GREATER) AS S OWN. N
~ I ~ i ~ ~ i ~ . IN
i I n; O
I I M~ N O~ i ~p~F- V1 V1
230 rNN~O
~ ~ Q O tN0• - - ~ ~ Z -
i ~ rn i ~r ~ ~ ~ ~ r - - t------ ~ o cow---
----~T-- o ooa r~------- - -I--_ - o ~ o N r° +~N~ ~
- - - ~ NOON i ~ - - + I +PjNF- )N ~ NNZO '
~T~ ~ ~ ~ N? O P OPOSED MANN LE I, -o ~ NT. REFER TO ~~zz I cn~__
I ~ XISTING GRADE' n ~ =~.~>Z i r~ ~ ~cno:?- ~ D TAIL X3.9 ON ETAIL I
~ ' i NO O ~ ~ ~ 'dpOpN ' Z i oo EET. I
I N + NF ELEV.220.Oq 00 +NN II
i °i ~ ELEV.220.00 J ~ N ~ M~N?~ ~ i _ :LEV.220.00 rn ~ ~~N~ ~ _ -
o ~ ~ z 22O ~ OpON ~I ~ ~N~ZZ I Z a
~ ! +~N~ 'I ~ ~i o I ~ ~ ~ ~ ~
d' ~ ~!i ' ~ N? O ~ ~ ~ 0 o N= > ~ ~ PROPOSED ~ - ~
O~pN i ~+~N~ ~ ; N~ZZ ~ ~ ~ _ . PROPOSED MANN LE ' - _ ~ I--~
z i~NZZ ii i ~ - - i DETAIL #3.9 ~ E"'I DETAIL #3.9 ON ETAIL ~ ~ 1 O
° - - - ~ SHEET. ~ > Q _ - SHEET. ~ ~ ~ ~ ~ ~ ~y
( W
~ ~ ~ / ~ - _ T-- ~ o~
r ~ \ a ~
~ I m ii W ~ ~ PVC 19.43 LF, 0. 5 % 12
o i ° 210 _ I I i 130.35 LF, 0.25 % 12 W 12 in. PV~
m 0.25 27.11 .F. 3
o ~ ~ ~ 156. 5 L.F. _ r' ' ~ 0.2 % 12 in. VC r , ~~yy 6. 5 L.F. W W 15 ~
m I F, 0.25 % I 12 in. PVC 20 94 L - - I ~ O
- 12 in. PVC 5 - d, 2
° - 12 in.
a 0.2 ~ ~i ~ 3 1.25 L.F.
I c ~ i
o i, i I
m li ~ M...{ W I ~ N~y
3 I I W I, I
I i Y 2DD I W O ~ ~
W U i I
O I
° i LL Z W
Q 0 0 r ~ ~i W W ~ ~ ~ ~ o N N ~ ~ r ro r
o DATUd! ELEV 3 195.00 r ~ ~ o ~ cP O N ~ N N N N N N N N 1.~1
~ c0 ~ pp n ~ ~ N N O N N N r N N N N N N r1
o f~ ~ ~ of I~ 0> N ~ ~ N N N N N .ti ~ pp ~7 O O O N N N 00 O O O N N N
O N N N 22+00 23+00 24+00 25+00
~ 18+00 19+00 20+00 21+00 A O
15+00 16+00 17+00 ~dlnn
12+00 1)+UU x
10+00 11+00 ti GRAPHIC SCALE O Z
w
a 50 0 25 50 100 200
cr w ~ O
0 L a IN FEET
C 1 inch = 50 ft SHEET 1 OF 4
m N D
cn
N
O

~ FORESTVILLE TOWN OF WAKE FOREST, OUTFACE
k ~ .
~E ROAD
T, NORTH CAROLINA
Q
1 m
VICINITY MA ~•_~ooo• Y MAP
~o•
PREPARED BY: SHEET
1. SANITARY SEWER OUTFACE STA. 10+00 TO STA. 24+50
2. SANITARY SEWER ~UTFALL STA. 24+50 TO STA. 38+00
Aiken & Yelle Associates, PA
Professional Engineers & Land Surveyors 3. SANITARY SEWER OUTFACE STA. 38+00 TO STA. 44+07
3755 Benson Drive 4. SITE DETAILS
Raleigh, North Carolina 27609
919-877-9992 FAX [phone]
E-mail: ayes~bellsouth.net
w c~
a
w
0 L Q
C
m cn 7)
Y N
N
O

'REWESTED WORDING'
i NO VENT HOLES FOR COVERS USED
SANITARY 8EWER CiRAViTY PIPE BURY SCHEDULE IN STREET AND 4 HOLES FOR COVERS OUTSIDE STREET. THE EX(EPDON ~ Q~yI TO THIS IS WHERE MANHOLES COULD ~ W
C700,ESVCP DIP COLLECT STORM RUNOFF IN THEIR NgNITY. IN THIS CASE, THERE ARE i~r, ~
TO 8E NO VENT HOLES IN COVER. ~ ~ es• Ttlr - ^ G _~r P 1 o Ul P~
~ SIZE $CLASS6 W MAX $ MAX CLASS D MAX MIN. COVER 8` ° IF GREATER DEPTHS ARE NEEDED ON ESVCP, 5/8' ' ' ~ O S O . ~ yy . ~ - ! 0_ V O ~ ~ F~
I C+ a 15' 350 34' CALWLITIONS TO BE PRONDED BY NCPE -~-t' ~ 0 ~~ON as o o m
a 20' 350 50' ~ DENOTES 42" OR LARGER TREN(~I WIDTH. + FOR TYPE 4 LAYING CONDITON, (CLASS C) MACHINED ~ s, zIn ~°y 00o~nQ ~Y ~ W~ PVC INSERT RING SURFACES ~ ~ 0 s. a ~ m m ~ g o a ~ V b o ~ E
10' H2O TRUCKLOAD W/1.5 IMPACT FACTOR C+ ¦ 14' 350 28' 3' (REFERS TO DIP) ' ++FOR TYPE 5 LAYING CONDITION, NO1ES: ~ 9 ~i m sOa o ! r a ~ ~ ~ II a ~ ~ ~ W
r 18' 350 45' 3' H2O TRUCKLOAD W/1.5 IMPACT FACTOR FRAME WEIGHT = 180 CBS. ~ ~ o a ~ ¢ ~ a Pi ~ Z
12' (REFERS TO DIP) SECTION A-A ~~l C+ 36' 13' 350 28' 3' NOTE BURY =COVER ABOVE PIPE. (13D pcf) 'ION A-A I I COVER WEIGHT = 115 CBS. COVER FACE c a ~ ~ W ~ o ~ ~ I U ~I ~ ~ F LOAD RATING =HEAVY DUTY y m ~ O ~ z ~ 4 d+ ~
C+ a t3' i MATERIAL = ASTM A 48 ~ o ~ w ~ ~ ~ "'I'~' SHAPED INVERT Py ~ 3 CO ~ ~ ~ ~ a 0 CLASS 308 ~ ~ ~ ~ 3 U; ° N y ~ V1
36' 19' 350 44' 3' 0 x 1T °e 2S' FINISH =UNCOATED o 'y t3 N i p r i e"'~ y 0 pq aa
14' ' ° , : ~ z ~vo~ ~Qk ay" ~ ~G+W _ c ~ ~ 23 1/2' I I I
C+ - - 350 2T 3' _ ° - iu N t7 W A .Ci ~ U1 _ LADDER STEPS
'W' SHELF SLOPE ° r ;v n a, 0 5 N ~ lC C 0~~ o
+ - TRENCH WIDTH _ ° (SEE CHART) ~ o' S® o® 0 q I i .o„ ~ 0 24 1/2' s V7 M P z to ~ ~ Qa ~ t`' ,
pOMMON 1RENC11 BACKFlLL SEE SPEC, SECT. 02210 331/4' COVER SECTK~V ~ ~ ~ ~ o ~ ~ ~
PARAGRAPH 15 FOR COMPAC110N REQ'TS o I ~ I I M = ~ 0 t6 FRAME SECTK~V ~ _ ~ ~ ~ ~ ~ ~ ~
(12" LIF15 MAX.) rc
P m TRENCH WALLS MAY HAVE VIItnCAI INVER ~z INVERT & SHELF ~
f < SIDES UP TO A MIN. HBCHT OF 5 FT. lAY SLOPES BAdf OR USE I TRENai BOX (OSHA SUBPART P, FLE%IBLE RUBBER BOOT ~ MANHOLE ~ T T N c~ 0 w e V 1 vi
'm UTESn CONTRACTOR RESPONSBLE AS1M C923 W/STAINLESS Fdi DETFNMININC PROPQt sLaPE STEEL COMPRESSION :SS i Q ~ o 5 DEGREE SLOPE ~ ~m m ~ + i
BAND AND CLAMPS i ~ \ MOORBASE ~O• i-`\, O\~~ ~ME~~ I o ~
i ~ 8' MM. iu 6' MIN. " ~ 23 1/2' i + ~ ~ \ [0 O Z
-RISER RING ~ - O N O ~ ~ ~ i- ~ _1 F- S WD! C)
I SEE SPEC. SECT. 02210 EXTENDED BASE VMERE i PARAGRAPH 15 CALLED FOR ON PLANS l~.~OpE ! FOR COMPACZION REQ'TS IN MH SCHEWLE SLOPE OF CHANNEL 0.10' FALL ~ 1/ ~ ~
(6" LIFTS) I NOTE: I 6" EXTENDED BASES REQUIRED INJ ~I ' ~ O~ EQUIRED ON , O
.D. SPRINGIJNE OF PIPE ALL 4' M.H.'s OVER 12' DEEP. MIN. D/6 ~ i ' DEEP. ` 1 ~ ~ I W j ~ ~ ' ~ / :0 mp \
os ~ hr 1 DIA. ANCHOR I '''J is OD ~t' ~ ~ ~N ~ HOLES
ASZM D 448, AASHTO M-43) •d ~ w A .r.~ ~ t .:i pD ~
D/8, 4' MM. f9!lt1QATl41f_ ' - ~ - ~ DO tY }
SHALL BE REQUIRED WHEN p ; d MIN. I SOIL CONDITIONS ARE UNSTABLE, CLASS C CLASS B j ~ z ~ ~
ALL PIPE -SEE SPECS REFERS f (TYPE 4) (TYPE 5) 27" Bt SMALLER 4° TO DIP ( (LAYING CONDJ (LAYING COND.) 30" dt LARGER 6" FRAME TOP VIEW ~ COVER BACK ~ - °
} ~ z ~ ~ aQ q ~ o
TOWN OF WAKE FOREST TOWN OF W i, >WN OF WAKE FOREST TOWN OF WAKE FOREST TOWN OF WAKE FOREST z Y w " v,
TRENCH DETAIL FOR NOT TO SCALE s.~ PRECAST CONC ' STANDARD MANHOLE & RING 3 ~ ~ w " .ST CONCRETE NOT TO SCALE 3.3 - CAPIT F _ NOT TO SCALE s.tt DETAIL FOR SANITARY SEWER HoT To scaLE 33_30 a w Q ~ > OL OUNDRY MH 2001E ~ _ ~ a w
GRAVITY DIP a 4 DIAMETER MAi ETER MANHOLE US FOUNDRY 700 KL ~ OUTFACE MANHOLE A ~ ~ A ~ REV.1-20-98 2 of 2 ~ REV.9-19-00 1 of 1 REV.6-20-02 1 of 1
usE v?TN srAMDaRO sPEancAnoNS ONLY REY. 9-6-99 1 aF 1 usE WTH sruroum sPEaFlCAnoNS a TANDARD SPEpFlCA710NS ONLY US NITII STANDARD SPECJFlCATNNIS ONLY USE WTH STANDARD SPECIFlCA710N5 ONLY
SEE DETAIL 3.10 + 3.11
BOLT FRAME TO CASTING (4 REQ'D) TOP TO READ 'SEWER' ANO 'TOWN OF WAKE FOREST'
FlNISH GRADE (WTFALLS ONLY) \ THIS DETAIL TO BE USED ON EXISTING PVC MAINS ONLY
I SECURE CASTING W/MORTAR OTHERWISE USE DETAIL 3.19
COMMON TRENCH BACKFlLL PIPE CROWN
(NOTE 6) SEE SPEC SECT ~ D2210, PARAGRAPH 15 45' 45'
I" ~ UNDISTUNBED SOIL m
TRENCH wALLS MAY HAVE VD271CAL , V~~ SADDLE
i ~ -SIDES UP N A MIN. HDCHT OF b ~ -FT. Ur SLOPES BACK OR USE : . TItENaI BOX, CDNTRACTdi /y PRECAST GRADE RINGS ARE TO BE USED WHEN POSSIBLE aND ADJUSTED /`J ~ '
RESPONSIBLE FOR DETERMINING' PROPER SLOPE (OSHA SU~ART'',: .P, UtEST) W1TH BRICK k MORTAN COURSE ~ l 1 FlLL JOINTS FULL W701 HIGH _ I I PIPE
4` OR 6" PRECAST J - GRADE RINGS - STRENGTH TYPE M MORTAR k STRIKE ~ ~ SPRING llNE FLUSH INSIDE ~ OUT
a~ eAREN I Y COMPACTED BAGKFl I MAXIMUM OF 12' i' USE AN APPROVED BIflIMINWS
~ o (NOTE 6) SEE SPEC SECT ALLOWED ~ ~ OTHERWISE ADD ~ zQ ru 02210, PARAGRAPH 15 RISER SECTION BASE SEALANT APPUEn TO TOP ~ ~ ~:24'._DIA OF CONE SECTION - ~
b ..e, H
CONTRACTOR TO ATE STEPS 1 LOC }
SPRING NE U 90 FROM WTLET `.1 I PIPE S1EP5 BY 1 SADDLE 1 ° < UsE ECCENTRIC CONE INSTALLATION LIMBS
~u M.A. INDUSTRIES, INQ 1 PSi-PF OR EQUAL ; = PIPE GRADE MEETING ASTM. C-478 ~ - ; ;
6" BEDDING W
57 OR ~§7 STONE --y)ORK WELL UNDER F TO TOP OF PIPE (CLASS B-i) BOTTOM OF PIPE ' ~ " Q ALL JOINTS TO BE T k G W/ PREFORMED $CH 40 PVC
SEE NOTE 5 - • 0~ 6' O.D. OF PIPE 6' N!-,E$ ~'O~. ~ ; ~ BUM RUBBER (MASTIC) GASKET MEETING SERVICE LATERAL AASHTO M-198, ASiM. C-990, FEO SPEC ~.r SS-S-00210 (210A)
~ FOUNDATION STONE MINIMUM SIDE CLEARANCE 1. ALL SERNCE LATERALS INTO ! ' SHALL BE REQUIRED WHEN UP TO 36` MANHOLE lO BE GORE DRILLED ~ a e . a.e f.
SOIL CONDITIONS ARE UNSTABLE, 12' O.D. OF PIPE 12' MAXIMUM SIDE CLEARANC BUCKET kN6 BOOZED. ~ 2. MAXIMUM DEPTH 4' DIA MANHOLE ~ = 20 (SEE PARAGRAPH 3.5.3 OF 45' PVC AD
NOTES' SECTION 3, WATER AND SEWER , OCSIGN FOR OTHER REQUIREMENTS + , PRECAST MANHOLE TO MEET F"'I REQUIREMENTS OF AS1M. C478,
1. For trenches requiring shoring and bracing, dimensions shall be taken from the / LIMITAliONS). inside face of the shoring and bracing. ~ AASHTO M-199 V 1 PIPE CROWN ? , a.
2. No rocks or boulders 2" or larger to be used In the Initial backflll.
3. All backfill material shall be suitable native material. SLOPE OF CHANNEL ~ . 0~ ~ Iy I_ ~ ,'u r~ iG~:a t *i
4. Backfill shall be tamped in 6" la ers in traffic areas, T2" In non-traffic areas. THRU MANHOLE ° Y 0.10 FALL UNLESS 5. To be used with PVC. sHOwN oTHERWISE 011 ~ nee. i~:'~ ~ h',:;~yt pr T k ~ A ~r { V of r~ .
ON PLANS. POUR 6. Minimum compaction requlremenis: TO SPRINGUNE PRECAST DOGHOUSE OPENING -+-FLOW STA3NLFS ti nw, . REWIRED FOR At1 PIPES. ~ ,-STF.EI.
I LOCATION SOIL TYPE DENSITY PIPE SEE PLANS FOR PIPE SIZES ` CLAMPS )C? ~ e , , 'L t, ~ , , N ~:a y vi f 9`' r.
Under pavements, Cohesive soils TOP 12" = 98X ASTM D698-91 's E OW t2" = 95X ASTM D698-91 BL within HWY R W / GROUT ANNULAR CAST-IN PLACE BASE ~ I ; i REINFORCEMENT Of BASE ~ _ t
Under pavements, Cohesionless Bolls 70% ASTM D4253-93 OPENING , T within HWY R/W ,.r. BY NC PE , r ~ 1 _ ni , . ..4 1 ~ 'T N01E: USE 6' EXTENDED
I 'A,F; d.g X. SEWER _ E ASTM D698 91 N n Traffic areas Cohesive 85% o soils ~,,.~e.F"" 8^ BASE WREN TorAl MH BACKFILL UNDER PVC HEIGHT EXCEEDS 12' SADDLE WITH #67 STONE.
I ~I Non-Traffic areas Cohesionless Bolls 60X ASTM D4253-93 I
s` ro 12" p57 STONE. SEE SPECS FOR FOUNDAl10N IMPROVEMENT WHEN NEEDED
r
TOWN OF WAKE FOREST TOWN OF Ih a >WN OF WAKE FOREST TOWN OF WAKE FOREST
TYPICAL TRENCH BOTTOM DIMENSIONS HorTO scaLE ~ 3.2 PRECAST CONCR AST CONCRETE No, To scALE ' 3.4 TYPICAL LATERAL SADDLE Nor To scnLE 3.~a
W DOGHOUSE 4' DIAMETEF J ~ &BACKFlLL REQUIREMENTS ~ REV. 9-6-99 i of 1 DIAMETER MANHOLE ~ DETAIL FOR PVC PIPE
W USE 1WTH STANDARD SPEGFlCATKIN6 ONLY USE Wlnl SGNDARO SPECIFlCATIONS a iTANDARO SPECIFlCA110N5 ONLY REV. 11-i-99 1 OF 1 USE IMTH STANDARD SPEdFlCA110N5 ONLY REV.IO-20-97 ~ OF ~
Cd BOLT FRAME TO ~E DETAIL 3.10 + 3.11
Z I. CASTING (4 REQ'D) TOP TO READ `SEWER" AND W ~ (OUTFALLS ONLY) 'TOWN OF WAKE FOREST" F-i
Y II LOCATE VENT 90' FROM EITHER r~ AN INLET OR AN OUTLET LINE r
Q ~ fl SECllRE CASTING W/MORTAR IN MANHOLE W
m o ~ 1,- 0' M ~ O 1'- 0' n
CU ` - EN SCREEN TO BE PLACED IN D iYT~
Ctl _ ~ o ~
~ . SEALED MANHOLE COVER WITH ~ I' VENTED MANHOLE L " -,y 3/8' x 3' FLAT BAR BRACKET I ~ W/2 - 5/B' x 4' Ex, ANCHOR BOLTS ~ ! " ` 10
URSEDAWHEN POSSIBLE ANDEADJUSTED 0 b SHOP WELDED TO VENT ~ i ~ 1 t 4' V NT STRAP DETAIL) I ~ m yd (SEE E I
TH RI K & MORTAR COURSE. W1 B C m ~ FILL JOINTS FULL WiTH HIGH ~ 1 I~ `~i - ti , W
T STRENGTH TYPE M MORTAR ~ STRINE 4` OR 6` PRECAS FLUSH INSIDE & OUT ~ I GRADE RINGS - it 100 YEAR FLDOD ELEV. CSEE PLANS) v Q ~ 1
~ MAXIMUM OF 12' ALLOWED USE AN APPROVED BITUMINOUS - CORE k > i ~ 1 ~ ~ / >r. - _ w ~
C OTHERWISE ADD . BASE SEALANT APPLIED TO TOP j _I = _ R~pg = ~ a RISER SECTION :24•, DIA ' OF CONE SECTION ~ I I _I I I-I ( BOOT VENT e; I I II i I ~ I r - I-III-
I- ~...:a =III- 6' -III-
m T _ _ 3 ; CONTRACTOR TO 1, ~ -III- ' ~ LOCATE STEPS L , r ~ I I- 6' _III- 11= A- GROUT THRU HOLE IN MANHOLE 10 3 4'
USE ECCENTRIC CONE _ ti ~ ~ PPE, STEPSUBYT ~ ~ - tY ~
2 M.A. INDUSTRIES, INC. d PSt-PF OR EWAL h"1 ''~4siq
W I MEETING ASTM. C478 o O I ° VENT FABR, OF 4' LD. SCH, 40 STL, PIPE ~ SHOP GALV. AND COATED WITH COAL TAR ~ 1-l `'1 V 1
Z ALLJWNTSTOBET&GW / `0 EPOXY INSIDE AND OUT. - z,~`~ 1 I r 'i I ~ W
~ . ~ PREFORMED BUM RUBBER (MASTIC) O * DI GASKET MEETING AASHTO M-198, t-----~--- r----', °Q i J 1 /--a
' ~ ~ ASTM. C-990, FED SPEC SS-S-00210 (210A) NOTES: J ~ J` _ m 1 ~ ~ ~ ,;~j '
~ 1. ALL SERNCE LITERALS INTO J MANHOLE TO 8E CORE DRILLED A ' H 3/8' x 3' FLAT BAR BRACKET COPOLYMER POLYPROPYLENE PLASTIC f ~ ~ ~ ~ W/2 - 5/8' x 4' Ex ANCHOR BOLTS 1/2' GRADE 60 S1EEL REINFORCEMENT F ( ~~ppp®~/~~. ~~~p©~ V 1
AND BODIED. :L ~ . ~ ~ ~ ~Y a ~ 2. MAXIMUM DEPTH 4' DIR. MANHOLE PRECAST MANHOLE TO MEET L~u = 20' (SEE PARAGRAPH 3.5.3 ~ REQUIREMENTS OF ASTM. C478, 0 0" ° p~y~ o ~ e5' DO NOT WELD BRACKET TO VENT, w; 'y, a'S`8tio~o BRACKET SHALL BE SHOP GALV, AND ~ ~ d ' ~
O I ~ SEC110N 3 WATER AND SEWER AASHTO M-199 c DESIGN FOR OTHER REQUIREMENTS COATED WITH COAL TAR EPOXY ~ ' ~ 5 3 4" ~ ace ~0c ~f a <~;
o / UMITAiICNS). 3. ALL SANITARY SEWER MAN- ~ n+, ~ ~
~ ' ~ HOLES TO BE VACUUM TESZED. ~ ,PATE % 4 1/2' O,D, x 1/4' STL L a ; (Tapped for 2' Plug) W
~ ~ COPE OF CHANNEL WELDED TO BOTTOM OF VENT, ~
m ~ THRU MANHOLE _ , ~T c D.10 FALL UNLESS ~ • ~ ' ~ : A O SHOWN OTHERWISE ~ SECTION A-A O '
~ I ON PLANS. PRECAST OPENING REQUIRED FOR ti ALL PIPES. NOTE: v THE PREFERRED METHOD OF VENTING
SEE PLANS FOR PIPE SIZES W IS TO USE DETAIL 3.8 AS APPOSED ~ ~ a• '
C7 TO VENTING MANHOLE OPTION ; ~ ° ~ r1
Q H SHOWN HERE IN,
NOTE: USE 6" EXTENDED BASE WHEN TOTAL MH _ HEIGHT EXCEEDS 12' NOTE: STEP SHOWN IS PS1-PF BY M.A. INDUSTRIES INC. PEACHTREE CITY, GA. O
/ I SET MANHOLE tp ALTERNATE MAY BE USED IF APPROVED BY TOWN.
CD IN 6" TO E12* ~ SEE SPECS FOR FOUNDATION p"I
C /57 STONE.. A IMPROVEMENT WHEN NEEDED
TOWN OF WAKE FOREST TOWN OF VI m Lo AWN OF WAKE FOREST TOWN OF WAKE FOREST O
PRECAST CONCRETE NOT TO SCALE 3.3 STANDARD MAN ARD MANHOLE NOT TO SCALE 3.9 MANHOLE STEP NOT TO SCALE 3.24
N 4' DIAMETER MANHOLE VENTING DET m REV. 11-1-99 1 of 2 STANDARD SPECIFICATIONS C USE WITH STANDARD SPECIFlCATIONS ONLY USE WITH TING DETAIL DETAIL STANDARD SPEdFlCA/10NS ONLY REV. 10-1-97 1 of 1 REV.10-21-97 1 OF 1 USE M11H STANDARD SPEgFlCATIalS ONLY SHEET 4 OF 4
O

spuupamou/sn•ou•oluls•ma•oZg/Fd)lg)'(xeJ) £689-££L-616 '(auogd) 98L I -EEL (616)
(uoUU-1) 09ZZ-1709LZ DN `g8iale2l '•pnlg xmiquiD IZ£Z
(ssaappV 8ug!uW) 0991-669LZ DN'g8ialUH'ialua:) aa!nlaS 1!uW OS91
y!un uo!luog!1iaD spuupaM 1017 'Aulunb ialuM 3o uols!n!Q •D .N
#"
Ly I
'0S91-669LZ `DN `gSlatUg `aaluaD aoinaaS IlUW 0991
`Xllluno aalUrn 3o uolSIATG UulloaUD 41JON `1!un SpuuilaM/1017 agl of uollalduuoo 3o mingllaao
pogoullu aql uanlaa of paalnbaa si luuollddU aql `suotluog1Pouu luanbosgns SuU puu `saln21 aa33ng
olquollddu ao uoT1uo13!laaD Xl!luno aaluM TOtb aq1 Ulgltm panoaddu 3I.Iom llU 3o uoilalduuoo uodn
:uoiluaUIljaa 3o suollipu03
•moloq polsil osogl puU uoilrogpioo
pagOUllu oq1 ui polsll suoillpuoo oql mollo3 lsnuu noPp!luA oq of JUnoaddu sigl and '(q) 9050' HZ
DVDN VgI ui pagposop su paalnbaa oq Xuuu uoilu??illuu faolusuoduuoo `aaou ouo pooma (aanln3 aql ul ao
mou) loafoad sigl ao3 sll!3 puullam lulol jT •uolluO13iVQD IUaauaO aql ul pap!Aoad astmaaglo su ao saaidxa
liuuad op!muoiluN guipuodsaaaoo aq1 uogm aaidxa llugs JUnoaddu sign, •suolllpuoo 11L, gl!m Bui ildwoo
ao3 olq!suodsaa Xgaaagi si puu aallol JUnoaddu puu uoiluoT3tlaaD sigl 3o Adoo u UQA12 oq lsnuu aaumo
mou oql `plos S! Xpodoad aql 3I -wiluoilddu mou u sn puos put, sn Xj1lou lsnuu noX `loafoad anoX o2uugo
noX 31 •uolluollddu anoX ui poquosop noX lugl u2isop puu osodand aql ao3 p!JUA Xluo ST JUnoaddu slgs,
•uollnagtlaaa Iuaaua0 aql ui paU!aads
asimjaglo ssalun saaidxa Ittuaad VWV3 ao 17017 Nuigundimaau aql uagm aildxa lltm IuAoaddu
sigl osIV •suolluln2aa pogsaaluA&?lddnS aalU? puu aSaugoslQ-uoN `aalUnnuuolS IulsuoD `loaluoD
uoisoag puu.luauulpoS (ol pa1!luu!l lou lnq) Suipnjoui loafoad anoA ql!m puoqu og noA aao3ag sliluuad Iuool
ao oluls `luaapa3 aaglo Xuu lad plnoqs noPumlippu uT '(££ZO- gZ DVDN Vg I) solna aa33nq a0nt21 osnoN
aql ao3 pllUA oSIV S! IUAoaddu slgs, •l1 sonssi saaauiSug jo sdaoD oql uagm ZI IogwnN lluuad aplmuolluN
asn of noX smollu uoiWOgllaaD slgl 't L££ aaquanN uoiluojj!vo3 Xllluno mileM luaaual) Aq paaanoO
ST I1T3 Slgl `pap!oap aAUq am uolluoilddu anoX 2UTmaTAaa aal3H '£OOZ `8 aaquualdaS polup uoiluoilddu
anoX ul pogposop nof, su llU3 lno camas u gullonalsuoo 3o asodand oql ao3 umaals 3o 100J 06 puu
spuullom 3o SaaoU Z£0'0 louduui o1 `suolllpuoo pogo1em, oql g1Tm aoUUpaoOOU u! `JUnoaddu ano anuq noA
:unonuaa}I 'alit aUaQ
saing aa33ng aae.d asnaN pun uoiluaU!jja3 Xltlnna aalutA 101730 'IVAO'dJJ V
Tin3ln0 aamaS S iTq!uuS 319aaa p io3uuS Isaao3 ailuAA, 3o umoZ :91jadoad laafgnS
L89LZ DN `lsaaod OVM
onuaAV uulg TOtb
gd `!anonUaax Oug :ullV
lsaaod aNUAA, 3o umoZ
8171 T-£0 # loafoad OM(l
X1unoo oNuAk
£OOZ `£Z aaquuoldoS

Slguno nj%3o uo!s!n!Q
io)oanQ C1nda(I'su!IInS •H uaalOD
~
41guno aaluM,lo uo!slnI
OIO;) u .?.d ,xawg?I 'M uulV Q
P
soainosag luinluN puu luawuonnug;o luawuudaQ umloinD g1loN
C?
bulanas `•!r ssog •[) utugl!M
O
6:
tol(aIsu d laugoIW
. b M ?
?I
£OOZ `£Z joquuoj&)S :muQ
8bI i-£0 # aMQ
solid luzIuaD
XdoD olid
90WO Tuu01202T 112101Md aAAQ
ooljjo plaid kiojuln2o21 g2iolmd gDVSfl :oD
uopoldwoD jo oluoggioD :sjuauzgoujjV
L .?ofOa-IT `OM
?.g.d °xaWA
`,?iajaou1S
sq/(INf
WL6-££L-6I6 lu 13109ZJ'BZ
clog jo 9fi96-££L-6T6 It' XowoQ ugof ouogdalaj osuold `suoilsonb Xuu onuq nox jT •joV joIuAA,
uuolD agl Jo TOV uogaaS iopun Xiiluna jojuM jo uoisiniQ oqI JO mainat oqJ sojoldwoo .zoijai siq L
•2uuuoq u aoj 3Isu noX ssolun 2uipuiq put, luui3 on suoulpuoo
s11 puu UO1WOi31IJaO s1q.L 'LVVL-T T9LZ 'D'N `qi?loiu2T `LVVLZ xog 'O•d `si?uut'OH aniJuJIstuitupV
jo ooi330 oql of soinjuiS Iu OWD uuttoauD WON agl3O gOST ioldugD of suuojuoo goigm `umMod
uoiipm u puos `2uuuaq u ioj Nsu os uoijol sigj aniaoai nog jugi o1up oql jo sXtp 09 uiglim jou isntu nok
•'guuuaq faoinipnfpu uu aoj xsu Am noX `uoijuoijijjoo sigl jo suoilipuoo oqj jo fuu 1dooou jou op noX 3T
•Jiuuad JOV jumoouurw uaaV lulsuoo .zo/puu tot Iunpod oql jo suoilipuOO apm On suo11tpuOO
anoqu oqI ssalun pion pul? llnu owoooq Ilugs uoiluogpioD sigZ •sopluuod IiniO JO/PUB ILIUIWUO UT
llnsoi Xuuz puu uopeogji ioD sty jo uoiluoonW ui llnsaa foew glzoj jos uiojoq uoilipuoo,puu jo suoiIU1OTA
Z

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. U. l C /? P)
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Wake Forest; Contact: A. Eric Keravuori, PE
Mailing Address: 401 Elm Avenue, Wake Forest, NC 27587
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Eric.Keravuorina,ci.wake-forest.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
SEP 1 H 7'Ntn
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Town of Wake Forest Sanford Creek Sanitary Sewer Outfall
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1749-45-2860
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Thornrose
Directions to site (include road numbers, landmarks, etc.): Approximately 0.83 miles North
of Burlington Mills Road on Forestville Road, on the south side of Sanford Creek Town of
Wake Forest, Wake County, NC.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 89.5 acres
7. Nearest body of water (stream/river/sound/ocean/lake):_ Two Unnamed tributary to Sanford
Creek and Smith Creek.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested tract with ephemeral intermittent and perennial
streams. Surrounding areas comprised of agricultural residential and educational facilities
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: To install
the 12" sewer outfall, a 30-foot easement is required and trenches will be excavated using a
trackhoe. The easement will be graded to the pre-existing elevation and seeded for rg ass.
Where the sewer line crosses the approximately 4 to 6-foot streams(Unnamed Tributaries)
and approximately 24 to 26-foot stream (Smith Creek), the pipe will be place under the bed
of the stream. The channel excavated for the pipe will be approximately 4-foot wide. A 20-
foot temporary easement will be maintained during construction and the stream will be
graded to its former elevation upon completion.
11. Explain the purpose of the proposed work: The construction of the sewer line will be
necessary in sustaining the development of the current adjacent educational facility and
ultimately providing service to existing and future communities in the surrounding
watershed.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: A 12" sewer main outfall is proposed
to be installed under two unnamed tributary to Sanford Creek and also under Smith Creek.
Impacts to the tributary include excavation.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
W 1 Excavation 0.002 Yes 26 Forested
W2 Excavation 0.005 Yes 78 Forested
W3 Excavation 0.004 Yes 197 Forested
W4 Excavation 0.001 Yes 66 Forested
W5 Excavation 0.002 Yes 91 Forested
W6 Excavation 0.006 Yes 177 Forested
W7 Excavation 0.009 Yes 169 Forested
W8 Excavation 0.003 Yes 62 Forested
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 12.74 acre
Total area of wetland impact proposed: 0.032 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
S I Excavation 4(30) Smith Creek 24-26 ft. Perennial
S2 Excavation 4(30) UT Sanford Creek 4-6 ft. Intermittent
S3 Excavation 4(30) UT Sanford Creek 4-6 ft. Intermittent
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several interact sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:- 12 (90) ft.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Page 8 of 12
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name Waterbody
ppli )
(if applicable) Type of Waterbody
(lake,
banoceanaetc sound,

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed path of the sewer
line was selected to avoid as many wetlands as possible while still maintaining the lowest
elevation possible. There is an existing sanitary sewer outfall located on the western side of
Smith Creek, approximately 157 LF west of the subject property line The proposed line will be
the initial segment of the Sanford Creek Outfall and will satisfy the Town of Wake Forest's
criteria fora gravity driven sanitary sewer line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
? wetlands
installation of
Page 9 of 12
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
..
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
- cone i exrenos out su reel perpenaicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 11 of 12

Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
n/a
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
TC.LliiVOF MhnVSmith Creek WWTF (N00030579)
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12