20031338 Ver 1_Site Plan_20070831

NOTE: TAL
PROCUREMENT OF ADDITIONAL 1PE CEN
LAND FOR RO TO BE A I N AS SH WN ERLINE CR ~ G ED o EEK A 4 A
A IS IN PROC AT THIS TIME A Y H
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P , A P A
x 0 V- X
~ A
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WELL SITE
- Av • CC TO IS ~ >
u 6" WATERLIN H vH B" TO 6" D CER BM 1981 ~ 20 DRAINAGE
~ EA EMENT PAGE 965 ~
NP N88 50 08 - W 2c 20' DRAINAGE BM 1983 F
\Q o ~ STA , 6+ 6.82 8 8 4 8 2 0 W E E A suRVE>EO 1P SEMENT CREEK AGE 25
~ ~Q STA , ~A6.56 1 ~0'SNt~ O 9 Q~ X13,5 ~ ~ ..s 2.0o ac To BE ~y 1 ~ ~ ~ ~ --Q ve 88763 s ~ - ~ LOCATION
o s DEDICATED TO 1 ~ I Nv IN 20 .s1 i INV IN 2D .81
~ ~ PRA I ~ ~ INV our o.s1 ~ U G DE EX ST. SEWER EX. Tb ER STA 1+ .46 ' A ~ I 1 I
PLANT TO SERVE ,RIM ~v. 196,80 / ~ ~ STA 108+0 Z p PROP. 508 LOTS \ ~ INV I 19 86 STA 0+00 ~ STA 114+03.48 o ~i u
INV,b T 1 2.66 RIM ELEV. 202.7 ~ i RIM EkEV. 198.2 INV Ild 197.4 50' R ~ RIM ELEV. 230.81 N 9 8 W
INV OUT 193.52 = Z I INV OUT 224.61 A . +17.42 E~ INV 0 o , „ T .e. , ry^ ^ X19 zo~~ N 68~~1 w WW C-~~
IM II v. 1s~.oo i my I s1.oD ~ ~ F„ 2 ~ 2 IMPACT 4 FH it ~ N ti N z
~ (1 1 `N 8 ~ ~ N~ ~ IMPACT 5 INV \9080 p - ZONE 1: 3116 SQ. FT. ((0.072 AC.) O
~ ~ 0 rn TLAND: 2560 SO.S~T.,~bM159 AC.) ~ iq 9 27 B.B. ~ p 1~~ti o D NO MIT)GATION REQUIREb
A ~ TA 110+50 ZONE 2: 1989 SQ. FT. 0.046 AC.) NO MITIGATION REQUIRED ~z~
~ RIM ELEV. 1.08 ~ INV IN 203.08 ~ ' i N ti STREAM: 46 LIN. FT. O
1 P~- ~ P 1 1 ~ ~ NEC 0~ INV OUT 202. 8 ~ I ~ W W ~ ~ II ' O p 2 to
PAC STA 136+ . 7 o \ I 1 y 1 ~ ~ ~ RIM ELEV. 7.52 _ ~ >v N N ~ I I ! ~ O
~ WET,~AND: 256 (0. 59 AC.) NV IN 201.32 ~ ~ S A 106+24.48 I UT 201.1 ~ ~ ~
~R ELEV. 20f~.08 \ o STORM Mbl'STA =14~,+45.6 5.14R I ~ 195 92 ~ ~ \ C ~l
& PEOE RIM = 191.43 ~ I V 0 195.77 \ STA ~ ~ I RIM ELEV.O .76 ~JVERT OUT=187.15 U~ ~ ~ INV OUT ~ 5 fTl C
IMPACT 6 ' ~ ~ ~ _ ~ ~
WETLAND: 520 SO. fT. (D.012 A STA 201+29.67 V ~ STA 4+92.79 ~ SURVEY
R1M ELEV. 87 ~ 6~ INV IN 189.87 cRk~ E s~MEHr R K ~ EE ~ ~ LocAnorr
~N~I-OUT-.1,89 67 ~ ~
~ ~ ~ ~
i ~ ~ f~ ~ ~ W' R/W-
~ ~ ~ ESL 3 STA +00 ~ ~ STA 143+00 ~ RIM ~ EV, 192 9 , ` \ 133+68.9 Q Q ° ~ a ELEV, 213.55
1M1IV I 186.53 PIP % L1 ~ 0 ~ INV 204.36 E IMPACT 3
INV IN 186.53 / ~ INV OUT ` 2.16 INV OU 1$33 PIP ~ INV OUT 3 ~ NFF 7 6 ~ e IV f * I ZONE 1: 3577 S0. FT. 0.082 AC.)
A i A ~ ~ ~ 790 .E, NO MITIGATION REOUIRE~ '90 .F, I
~ ~ ~ ~a ~ / ~ ZONE 2: 1014 50. FT. (0.023 AC.) NO MITIGATION REQUIRED
/ sTA 1 00 _ ~ Q Q ~ ~ RIM ELEV. 2 A o a STREAM: 53 LIN. FT.
* INV IN 194.1 ~ ~ ~ ~ i~ ~~ljlV OUT 19 .90 STA 132~6~95 ~
1 ~ _ RIM ELEV. 15.11 A 0+00 ~ / ~ INV OUT 208.1 TA 144+63.54 v ~
IM ELEV. 1.32 * w ZO
~ * INV IN 19 . 2 i 5 R ~ ~ ~ INV OUT 193.72 • eke i W Z Z O ~
e ~ ' R/w- ~ ~ O 2T 8.8. N N R ~ ~ \ ~ * * SURVEYED ~ ~ * ~ ! 1
i~ ~ ~ C j A ~ ~ g ~ ~ 0~~ LOCATIO
~ . ~ ~ \ 0 * \ ZONE 2 ti
~ ~ STA 101+63.16- 5.32R ° A ~ ~ ~ IMPACT 2 ~ 1 \ NE 1
ELEV. 201.34 \ ~ o• ~ ~ IN 193.22' ~ A 24.66 v~, y ~ ,gyp - ZONE 1: 5602 SQ. FT. (0.129 AC.) MITIGATION REQUIRED E~ i
~ ~ INV T 19~0~ IM LEV. 195.00 F~ ~ 1.p~ PF ~ ZONE 2: 3272 SQ. F1. (D.075 AC.) ZO j MITIGATION REQUIRED
M 9+49.31 ~ \ NV 191.48 ~y~ v~ ~ - 35 ; INV OUT 191.28 ~ \ * A ~ y' ~ ~ I STREAM: 127 L1N. FT.
TIN= 84.43 PIPE STA 10 x.62 17.99R ~ 'y vF ~ RT T= Et< V. ~Q3.35 ~ V ~ ~ OU 4.23 PIPE ~ s~ ~ j
- INV~1jJ~ 184.43 PI~E~~., ~ r^yp~,, INV IN 184.43 ~ .w ~~'r^'9~'~, . Z~y~- IMPACT i APPROXIMATE STA 29+76.07
~r STA 2+85.80 ~ ~ ~ 1NV 184.23 PIPE RIM _ ~ n n ELEV. 195.
- INV IN 190.47 \ ~ \ ~ a STORM H STA =15 ZONE is 1921 SQ T. (Q,044 AC.) LOCATION OF ! RIM ELEV. 218.42 NO MITIGATION REQ IREDr' EXISTING I INV OUT 209.22 STUB.
p 18 ~ INV IN 19 ~ \ ~ A ~ ~ 2 EDE5~1 INV OUY 90.27 ~ & P ENT I VERT IN= 183.84 PIPE / ~ ~ ~ ~ EpSEM ~ ~ i I VERT OUT=183.64 PIP ' ~ 1~ ~ - ZO 2: 1254 SQ. FT. (0.029 AC.)
9 TIGATION~E UIRED ~ 5 A 65 LIN. F .
~ I ~ STA +00 j
1 RIM EL V. 204.34 * o ~ ~ ~ ~ INV IN 98. f~IM ELEV. 196 ~ MH STA 130+25.05 B/ ~~T 15 * RIM = 22 07
o IN IN 189.98 ~ ~ S FH NV OUT 19 .14 z I - INV OUT 18 . 8 3 M STA -10+00 \ * , vERr IN=~z1s.o7 BM 1995 PAGE 1214 I VERT OUTk21 MH STA =132+0 .04
~ ~ ~ ~ ~ ~ S 4+55.87 li ~ STA 3+44.6' ' MH SIIB~ 1 - ~ ~ ~ RI ELEV. 19 OAP WIH STR ~ ' MH SIA 12 +92.8 = 6 WIH STA 92 56.3 1.89E
~ I 3 I-- O EX TOWER IN I , ~ RIM = 22 I1~IVERT IN= ~ 121M = 22 4 RIM = 234.78 ItIIVERT IN= 5.47 INVERT IN= 230. B
~ ~ ~ ~ INV OUT 8 89 00 PIP RIM = 198.10 ~ ~ IN RT IN= - I INVERT OUT=189.00 PIPE IN RT OUl IN RT IN= 5.47 ~ INVERT OUT=230 78
I I~ ~ 50' R W- ~ ~ IN RT OUT= 15
27'8. B. ~ ~ FH STA T2Z+50 ~ ~ FH ~
~ RIM ELEV~199. 6 1 INV IN 193.9 ~ ~ NPF
ti~ I UT 19J.76 ~ ~ ~ ~ ' \
~ _ Q ~ _ . ~ * 20' roinage z ~ ~
Z ~ A 1 ~ ease ent ~ MH ST 53+09.39 ~ H A =11+7 _SI/~-9Yt97.9 - RIM = 223.40
~ RItiI = 19.33 A 13~ STA 1z~6+46. 0.53 I = 1 ~ T so' R w- ~ ~ INVERT IN= 182.23 P OPE M ~ 9 ' a El'~V. 196.§S ~ IN RT I = 18 .11 PIP ~ 21' e. . ~ _ INVERT IN= 219.4 I ~ R w NVERT OUT=216.2 21' B. .
INVERT oUT=i82 ~3 PIP IN~t IN ]90.92 I VERT UT=187.91 PIP~i
~ TA 25+DO INV nUT 190.72 ~ TA 125+5Z$4 ~ R EV. 193.35 RIM = 2 .89 LOT 13
IN IN 182.23 PIpE ~ INVERT IN 199.89 - IN 184.73 T INVERT OU 199.69 MH STA =9( MH STA =25+64.2 BM 1995 PAGE 1214 RIM = 254.75
# NV T 182.03 PW \ RI - 7.° MH `STA =90+ 7 _ INVERT OUT=248. RI - 7.59 -
H TA =10+00 ~ RT IN= R 191.51 rSTA =124+37.06 ~ INIVERT OUT= ~ RT IN= 233.39 INVERT OUT=233.19
IN TIN= 181.4 PIPE . M ~49 ~ ~ IN T=1 .23 PIPE I VER IN= 9.08 ~
r' VER~ OUT=19 . SiR FH
W OR FORMERLY ~ ~ ~ M sTA =8s_ RI = 241.0 M STA =89+75.84 RI = 241.07 M 5TA =24+76.35 I
" IN RT OUT= < YAND CARLETTE ~ H sTA +2s.ao~1 ~ ~ W IN RT OUT=236.87 ~_R ~ I = 254.96 ~ f 1
N ~ INVERT I - 181.43 PIPE w+Neuz ~",ti JAMS PROPERTY INVE uT=1x1.23 PIS' . ~ . ~ E~~ 2T B.B. P F
eti4~ FH
ZONING R-30 i ~ - i MH STA =11~+ 0 14.75E i ~l'~ _
2730 PAGE 775 sTA =14+ao.35 ~ RIM = 195.20 RIM = 240.31 L INVERT OUT=236.64
>2.02-79-500 ~ ~ INVERT IN= 186.60 PIPE - 3 ~ N (U INVERT OUT=186.40 PIPE H STA =122+87. _ +42.00 ~ r--I n '
~ IM = 203.19 RIM = 216.0 IMF-- 2x7.73 LOT 11 r--i
PROPOSED H ~S~ PUMP VERT IN_ 198.13 INVER IN= 210.00 , I VERT IN= 241.7 BM 1995 PAGE 1214 I+00 I VERT OUT=241.5
MH STA 11+68.1 STATIO V TOUT=197.9 I OU =209.8(} MH STA =1+00 RIM = 87.50 ~ti~ ~ MH STA =116+74 41 116+74 41 ~o
iu 7 iu- pan za i SITE _ RIM = 78.30 j~ I I r ~
I RT OUT=18019 ~ INVERT IN= 223.0 v i ^ O 223.0 I \
INVERT OUT=223. 0 o ~ W i=223.0 MH STA =`~?+75.4 N gIM=23J i
OS~6 WEL MH STA 16+0 .35 PUMP TION DESIGN RIM - 19.,.84 c--i (LJ INVERT OU I -229. ~ i i
OR A MH STA =19+25.76 INVERT IN = 185. 6 PI E ~ INVERT UU1=185 36 IPE ~ IPF~-
~ MH 0 7 RIM = 190.40 - ~ MH INVERT IN= 18 0 I W W W
INVERT = 83.57 P IN = 1 .Bt IPE ~ ' ~ MH STA ,=101+25. 1 60' R/W- I 36' B.B. - _ I
RT IN= 1 .25 IPE MH TA =104 53.82 ~-u RIM = 2 7.46 ~ s MH TA =9+0 .79 0 ~ INVERT UT=213.2 STA ,-101+25.1 MH STA -Nr~+19 1 = 2 7.46 RIM = 220.5
~ oa~NA IM = 200.05 uN TIN= 19 .55 PIPE MH STA ~A' +00 :RT UT=213.2 R-T_4P1= 2 Q INVERT OUl 114;15 ~ -
IN TIN= 19 .55 RIM = 206.1! MH sTA =2a+77 I LOT 9 RIM = 221.15 ' BM 1995 PAGE 1214 z
T '1 ~ IN TOUT=1 5.35 INV RT IN= 1.8 PROPOSE MH 'A I R/w = 1. 6 g t" INVERT IN= 215.15
MH S =15+04. ~ 2 ' e.e. RIM - 191.15 ~ 2, o ~ O ~ ~ l ~ ~l
O ~ IN RT IN= 178 P 9i~ ~ ~ 11 I RT OUT=1 1 E ~ ~{~~up I ri PF N
~ ~ ~ 8" W/l
`~N 91 MH ST ~ 120+0 ~ ~ RI = MH ST =104+3 .58 MH T =84+69.84 RT i = 192.4 RIM = 00.73 - HUNTSBORO ROAD 50 iH T -84+69.84
1-1 INVERT UT=191.2 INVERT IN= 195.5 T = +57.36 H STA =15+55. - 213.53 T = +57.36 EXISTING PA C- - 213.53
H STA =2+38. A =108 76.71 2.81R NVERT N= 196. INVERi~I IN= 207.03 I RIM = 194.28 IM = 197.82 ' NVERT uT=195. 5~C INVERII IN= 207.03 VVERi~ IN= 207.03 PIPE MH STA = ~ r 31.7 MH STA =19 6D. 1 VVER~ IN= 207.03 _ ~ ~,p _ P F
~ r, INVERT IN= 181 1 INV TIN= 18.85 INVER IN= 207.03 VVER IN= 207.03 RIM - 21~ '~fA -1+ 0 INVERT IN- OB 00 PIPE
INVERT IN= 17 05 PIPE INVE TOUT=199.65 ~ ~ ~ -P INVERT OUT=1 7.8~PlPE ~ I ~ * ~ INVERT OU1 20 .80 PIPE - NN m m
~ S =1+00 ~ ~ ' ~ MH TA =7+9 .91 ss §~A =6+07.36 L_1__ INVERT OUT- 10. 6 PIPE LET 7 W W W STA
~ R M STA -100+16.3 _ RIM 201.0 EASEAI NT MH STA =98+22.68 I ~ ~ INVE -IN=' 196.5 E I , RIM = 207.54 I ~ INVERT IN= 188.96 / INV TOUT=196.30 PI INVERT IN= 202.04 I E 0' F RIM - 5. BM 1995 PAGE 1214
* ~ INVERT IN= 7.30 ~ INVERT OUT=1 7 ~ INVERT OUT=201.84 I 0' R W INVLflT I = 209.50 PIPE 20' DRAINAGE INN f~T UT=209.30 PIPE EASEAIENt
MHSA= 4+
~ * RIM = 214.59 INVERT IN= 208. 9
r~ 8 L.F.-15" RCP,aar~ ~ ~ MH STA =9 +00 INVERT OUT=207. 9 =9 +oo - _ REBAR
4.34% RIM = 210. 1 MH TA 5+39.13 ~ WELD 1 MH STA 114+20.43 RI = 1 76 Cg#21 \ ~ 48 "RCP \ RIM = 05.94 ~ INVERT IN= 204.71 z1o 1 - o IN= 204.71 RIM = 218.97
IN RT 0 =189.21 N TOUT=199.74 INVERT OUT 204.51 38 L .-18° R P TOP=19417 20 ®1. 9% F- OUT 204.51 FH INVERT IN= 2 INVERT OUT=2 .
® 0.50 INV IN=190.72 =19f~92 MH TA =113+00
e~ INV OUT=187.00 =193. M STA =61+79.40 M STA =74+38.12 / FN LOT 5 BM 1994 PAGE 678
g#19 03.10 i Ac ss VERT IN= 1 E SEMEN ~'t
FES# TOP=197.8 INVERT IN= 195.31 ~ ~ tin9 INV= 6.0 -194.5 INVERT IN= 196.71 T - 7 46 L.F.-15" RCP e~'S~ter~
~ 73 24" RCP NVERT OUT=195.11 =201.22 0 50Z ice 0
Q~ ® .1 CBq(!22 8 ~ m PLUG rub#14 MH ST = TOP=193.0 ® RO N ANt (i&d~=205.08 i RIM = 32.8E STA = 4+ MH ST = + Q~ RIM = 32.86 \
INV IN=186 INV=200.99 INVERT OUT= ~ INV IN=18 STA 12+76.4 4 L.F.-1 "RCP INVERT OUT=228
MV OUT=~' T 11~=189 93 ®0.50% j ~MH STA =95+12.68
r--i ~ J INVERT I = 188.8 TOP=20. ~ ~ NIVERT 2UT4217.27 J INVERT UT=188.0 INV=198.04 ~ o
m ~ 66 L.F.-18" RCP TOP=20 .
~ F 1 INV IN=2 1.86 - ~ ~ ~ MH ®2.18% INV IN= 0.87 CB 10 m ~ - ~ - # LaT3
w ~ RIM = 20~. INV IN- 00.87 R W I TOP=229.73 0 S~So IN RT IN~R9`dd$98 46 LF-18° RCf7 L INV=226.48 BM 1994 PAGE 678
~ ~ 4g'~9„ N RT OUN1~~d~5~9.90 ®2.11 o TOP 21 23 L F.-15" CP O o E~ 2" EIP ~!uN- 74 L .-15" RCP MH 5 A = b Q13.91 I ®484 ®0. OZ 3 L F.-15" CP G 0. 0% MH STA =15+26.7
30 WITH TACK II NV pUT=199. RIM 2154 o ~ 3,~5, ~ RIM = 238.22 INVERT OUT=2320
1 CB " INVE T IN= 2 .94 - ~ - INVE T OUT= 9.74 N VER51 ITCH B o
~ ~ TOP=203.7 ~ NroR tt1 ~ ~ NOW OR FORMER INV=2 5 ' ~ ~ ~ =2 RB ~N GUTTE ~e
N o E ~ ~W- ~ I IN =226.3 I II T J ~ 6 , XIS STA ~~L P~~IV I l S T r ~ ~ ~ARRY M. 8C 35' B.B. I M = 2 2.53 N 1 w , l?p, DEBRA A. JONES H sr =71+97.11 ,TA I - 2 2.53
D E pp'' I VRTI = Y EVE Tfc~ 74.06 226. _R SINE CREED S ~ RD w DB 6652 PG 83~ Z r v RT uT=22s. 3 IT I = 226. lUR T UT=226.3 RA"
~ ~ Ar see - B 5 L ~ 9 p NVEf9R - 6.9~ MH S1A =49+t~0 UG NNRE V
~~A~ ~~T~~SECT~~~ IN 1752.02-97-~9~3 1 I - 1 699 OP 204;15 I RIM ~ 208.16 li o MvEf~''~ 8J= 96.79 I 00 i INVE T IN= 2 1.56 '~(tANT (TYP.) ~Q M~H STA = 1+00
330' DE ARTU E TAP R ~ ~1' i INVEST OUT= 01.36 E ? ~ r 1 .9-, I~IM = 24.79 1 0
~ ~ l ~.F. 36' R I CB 4 I MH STA =45+ ~ 0 C WH 47 P TO =215.42' 'RIM = l ~JVERT 0 T=234.59 z 1
1o I TE I 22.28 R ` ~ A 71+3 .3 - 17 INVERT'IN= 8 P pG ~ 2, .~8 G #3 , N E ( IN R _ VE T OUT 2 ~ 48 TO =224.62 ' ~ ~'T~-L MH STA =13+26.2 i ~
(IYP,~ IVES (f~ INVE T O T=19 2 ~ RIM = 237.87 i i YI TOUT=231.7 i ~
3 ME,uH1uN ~ CB M IN IN_221. 2 YI 0o TO =1 ~ 352 I IN-220'90 _ ~ sNa~ s 9 .14 0 ~ (.F T -224. T =224.
~ DER IN 190 24 `O ' 1 IN=22 .90 =221.00 OP=1 20 L.F.-15 Z P Nv 1~9f ~P ROAC ~APER I =221.00 N 20 L.F.-15" CP H STA 42+00
~ 0 INV IN=19t0a 1 NOT 11NV ouT=ttpQO0 i ® .50% IM = 2 .10 ~ ~ z NVERT I = 22 .
~ 60 L.F~3~ I ~ P uc cures N ~ ~ I Fi'lDRANT T=2 0.3 H 5TA =11+86.28 ~ ~ -T-~
0~ ~ X I 2 F.-„ Mq ~ _ ~ ~ i O SH IturAl 19D ~ ~ I D ~ ~ 8#24 STA =40+00 WN =229.2 = 229.89 ~ ~ 0
R ACl R ~ Q~Ne ~ ~~,,,,'gg~~~~ B#2 3 ~ 0~ ~ ~ EA '~"~d€'pl? ITOP=22 .64 D B;y2 - 6.5 RT IN= 223.89
OQ R~ lp Ear ~Y e ;INV=221 34 OP=22.64 N = IV=221 34 ~ f N ERT OUT=221.50 ~ ~ S
H ~jo A P~ o lE ~ ~ PLUG FUTURE I~ Y HYDRANT (TYP. ~U
OA0 RJR SPIK 46(.F, I ! 330' DE ARr,UF 330' DE ARTU TAA'ER TU ~ TE BjE YE(
FOUND NO w ' A 1ERL~NE ' 224~A~ LATER OF ~n~aw wHlr N U NS ~ W I ri~ MH ST =~~~6.7 ~qN~ HjT INV IA- 64 ~ I
R 10 r cs ~ pGE llr, PAIN sr E ""~~E D ~ ~ ° =21 24 RIM = 226.51 GE I ~ - v R OUT-222. l jNE ~ ~ V I =2 .24
TD DRAGf ~NEs S ~ ~ ~ ' 30 L .-15" RCP i uµ,, ~ I , I
RN lAN ,P 3 Bq y e ~ ~ 40 L .-i "RCP ~ i
y 330' D A U AP ~ T #222 89 330' A , ROAC TAPER
D~~DV Mep7gN DIAGDNA I V=21 .39 0 l.F.-30" RC~
Is~A ~ ~ L ~ 5 ~SEe LINES ND 9 0 1. i
De TAIL MAI NT s Ex iN 2n P _ N
GRAPHIC SCALE 1DO5,pg~ o AIN ~ » _ ~ SHD 6' ~s nornnar IN TOP- 2 . S 2 6' 15' ADDIIIGNAL RIGHT OINIVAII =2 B.OO -
00 33p, A peR To eE R m BE DEDicaholNV I =217.53 INV 0 T=217.5 F 5;~28Ex "
PPRDA~N TAPER 100 0 100 200 5 l.F.-3 RCP I V 461.E
® 0.50% - ~ D OPE C T PER A1£R 0
X20 B X20 B ~ N DOT ST D RDS ~ LANE ~i1H p AY TApE EXIST 24" C P (lf lucs
R ]oo~ Toe D e >E s rQRA DES
TURN ~ OE ' j (na.l
BA y ANf
330' DE ARTU E TAPER YELEp~
MEDIAN DjA~QNA
l l l jsl AND L SEE DET NES
AI C X205. 09)
I