20020536 Ver 1_Site Plan_20020403

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14 PG. D.B. 35 / / 1 I i / a / PIN N0. 649.02-~'; 1385 j ~ ~ ~ 6 / j ~ ~ ~ - ~ ~ C rJ \ I W W
o ~ / / / ~ - _ + / / / MAP 8Y SMITH & 5M1"' ';URVEYORS ~ / ~ ~ ~ ~ t w ~ 1 , ~
°APEX INDU'•''~~AL CENt'ER° a? a l + + ~a / ~ ~ ~ ~ \ a ENI7TLED ~ •.fi~ AND DATED FEBRUAR` iX73 ~ /a `rJa ' _ / , ~ \ \ , ~ , N + • / / 375 I - " - ~ ~ ~ ~ W W iv ? I I ~ 1 ~ 2 ~ Z j ,O ~ / / / 1 ~ ~ + Z NO 2 ONO
\ ~ EZELL STONE ~ . r . . . , a / ~ _ ..-D~- !l% 9~ / 651 - - - ~ \ ~ \ ~ a a \ D.B. 8001, PG. 3 / is ~ S1 t 7~~ N-N~ .41- ~ 2~7 ~ ~ \ ~ t ~ ro ~ I i I ` \ ~ 1 Opo~°vONFoo:a3 / I v U U
D.B. 2160, PG. 34 f / + ~ ~ `t
B.M. 1998, PG. 314 / CSX TRANSP TA77DNa INPr.~ a ~ ? / P_ MtlDGY S1/RVtiYS tN17TLE Y \ \ + ice----~ D.B. 6 , .RQ' 443»' . ~ ~ M.B.'Sk~PI? S" TED 8-7-87 - ~ ` ~ > PIN N0. 649.02-97-3728 / / $E - ` ~ Z 22~ / _ ~ of W h5nr.~6o~ao~-N
C. a , ~ ~ / a /a / D.B. 86, ~ ~ i / / / l D. 236 P6., 446 + i , / _ i . ~ ~C. ~ , REBAR / a / . - V I~
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SEE 'N,C, WIDENING AND STRIPING ~ ~ ~ \ \ ~J / + , ~ 1 V PLAN' FOR PROPOSED GRADING / 1PS + + - \ \ ` / / i \ ~ ~ 1 ~ I I ~ ~ ,
AND DRAINAGE - ~ + + / / ~ i - ~ ` ~ N -
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~ a I! A R ~ I 75 31' - - carrsnzucna+ ~ 1 1 I / 0 ~2 -3Q wl EHT@Att66S EASEME T N r i ~ ~ / - _ ~ ~ 1, Ob{ain grading permit. Schedule a preconstruction conference with the Town of ~0~~ ~ yp,Ogn Rlp_RAp ~ PAD DMIENSKNS Q ~~,~Naalili ~ Holl S rings Environmental Engineer. ~ INCHES (FPS) (L' z Yf x TMq(NESS') W l~ Y P ( ) ~
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1 + s, I 57 RE O.~ \ ~ ~ 1 _ - } a9 Q ~ 7~ / 7 ~ - - ~ 2. Install grovel construction entrance, temporary diversions, silt fencing, sediment ~S-1 15 3.1 CLASS B (D50=6') 8 z 4 x 18 ~ basins or other measures as shown on the approved plan. Clear only as necessary FES-4 15 6.4 CLASS B (D50=6') 8 x 4 x 18 ~
+ 4 0 ~ ~ I ~ r r N ~ to instoll these devices. Seed temporary diversions, berms and basins immediately _9 15 4.2 CLASS B D50=6') 8 x 4 z 18 0~ - ,r ~G 2~ FES (
Z Np~ + 9 T / ` ~ 9 g , ` r ~ ~ after construction. ~ r ~ FES-11 15 4.5 CLASS 8 (D50=6') 8 z 4 z 18 I
+ + 6 ` ~r / + 5fi _ * No erosion control devices shall be installed and no disurbance shall a }-ES_17 18 7.8 CLASS B (D50=6') 9 z 5 z 18 d•
MAN HOLE + + h / 55 i - 1 'OP 378,54 ~ ~ 8 ~ - 1 i ~ m ~ erformed on southwest corner of property (lots 204 through 218) until) all strea FES-25 18 4.2 CLASS B (D50=6') 9 x 5 x 18 O ~ P ~0
INV iN 1/284 j + + + + + 1 ~ 48 / ~ ~ ~ / / ~ ~ r 4 . + 3 \ 66 4 1NV OU. 3727. + 63 . - - i + + - \ crossing permits have been acquired. O - * ion will be in at the Off-site Sanitary Sewer Outfall through FES-29 36 8.5 CLASS B (D50=6') 18 x 9 z 18 ~ \ ~ Utility construct g
LNV 0'17 376,69 -r ROW OLr + + + / / ~f ~ ~ V ~ ~ r~'~ ~ I 6~ / i 66 \ \ Phases 3 and 5 to Phase 6. Generally, construction will proceed in the following ~~47 30 6.2 CLASS B (D50=6') 15 z 8 x 18 y (V O \ .e,, ^
r W 377.04 rI+EDGE + + + / ~ - - ` ` I ~ ~ . J~ FOUN 37~ / 4 ~ INV OU7 37726 ~ U 8C i + + 52 ~ / - ~ y / / / ~ i \ se uence. The Contractor will continue with utilities, storm drainage and roodway FES_71 15 16.4 CLAS51 (D50=13') 20 x 10 z 24 C ~ p~
~ + 1 + « 0 / ~ / ASPHALTS + + + / ~ / 't + + _ / / grading in Phase 6. Once the infrastructure is installed and the roads ready for C \ fine grading in Phase 6, then the Contractor will proceed to with lot grading. As N, 0 ~ k
~CRAVEL ~ o I / 0 + + / / + 8~ ~ \ roadwa avin and lot grading are completed in Phose 6, rough grading and utility 0 ~ 0 0 2.3 yP 9 1 U1 L~
~ O INV IN 378.24 + + + / / / - / ~ ~ INV !N 378.27 ~ 1 ~ ~ 1C!~ ' l + + + ' ~ \ ~ installation will begin in Phase 2. The same process will occur from Phose 2 to C ~ 0 \ _ ~ 0 U
I ~ ` P ~ LP I + + + ~ ~ ~ I ~ - A ~ / 1B \ 53A I 538 R J KENNETH G, SHORSNER ~ ~ + + ~ ~ r ~ \ Ao \ 3. Call for on site inspection by the Town of Holly Springs Environmental U C O
II I 0.8. 8075, PG. 2472 ~ + i' / I i/ I I ~ / / / / A MV OUT 378.48 ~ ~ + i ,'yam l I /{~J Q ~ CO ~ I I I 't / 4V / / ~ ~ ~ ~ ' ~ _ ~ 5 46~ i ~ r ~ ~ Ins ector to obtain Certificate of Compliance. •C t 01 P A INS c ~
LGT , + 143 44 4~ 3 ~ 4 I t I A ~ ~ n i r 8. M. 1997, PG. 1343 ~ « ~ i / r r~ I I I I ~ ~ V ~ / / \ SEDIMENT B S 4. Be in clearing and grubbing. Maintain devices as needed. Install storm sewer, and ~ 0 I
~asPHaL~ PIN No. s4s.o2-s7-D34s . + / r ' / ~ I ~ I I 1 V ~ 9 / ~ ~ II ~ I I ~ ~ ~ 4 g y N Z ~ protect inlets with block and gravel inlet control, DRNNAGE DENUDED ~
15"RCP ~ ~ ANS N + p ~ ~ / r / I i ~ I I I V ~ / / ~ p ~ + + ~ I v \ l , - ~ / ~ FALLSTA., ASSOCIATES, LLC• + +z J _ ~ L / ~ wU ~ 1 9 _ \ ~ AREA AREA VOLUME RQD BASIN DIMENSIONS 0 Q) w ~ ~ ht u to finish rode with ve etation, paving, BA9N ~ (CF) (L z W « DEP1H) ~ Cp 5. Stobillze site as areas are broug p g 9 (ACRES) (ACRES) -C
CD CO D.B. 8199, PG. 760 ~ ° 58 / / INV !N 378.94 ~ ~ ~ ~'MBX LOT 2 ~ ~ ~ ~ + + + ~ ai ~ ditch linings, etc. Seed and mulch denuded areas within fifteen (15) days of 1]10 60 z 30 x 1
o + + 15 7r / -~7~ j B.M. 1997, PG. 1343 + + + ~ l l ~ A J PJN N0. 649.02-97-02332 i. + ~ ~ 1 / , \ \ f n hose of radin .Where storm sewer outfalls extend through 1 0.95 0.95 ~ O completion o a y P g g ructed u to the installed sediment basins. 23'5 sediment basins, they shall be canst p 2 2.00 2.00 3600 61 z 30 z 2 ^ ~ 0 O
P N RETE + + B2 183 I / / GLM 1 CO C ~ REBAR ~ + + ~ i Q ~ ~ 1 ~ / / ~ / MAN NOTE I END + + ~ * r` G I I I ~ ~ ~ ~ ~ 3 0.84 0,84 1512 40 z 20 x 2 ~ ~
~ 7 8 TQo 181.87 ~ FOUND ~7 6 ; , + + + 1 ~ 8 90 91 ~ 92 VIN 73.97 ~ ~ BC ~ ~ ~ 9 ~7 ~ ~ f ~ ~ / w 3 ~ 1 ~ 6 a ~ ~ . ` 6. The basins shall not be disturbed, upon stobilization of all upstream drainage
~ ; vv o~ r 3n.s7 / ~r + + + \ ~ 1 ~ ~ / - FALLSrAR AssoclArES, LLC ;~,r+ + + ~ a3 ~ ~ 1 I ~ ~ ~ g~ l ins ma be removed and the storm sewer run extended to final 4 0.92 0.92 1656 34 x 11 x 3 ~ areas, sediment bas y C \ len th. 5 1.20 1.20 2160 40 x 20 x 3 0
/ D.B. 8500, PG. 2354 i ' ' + ~ 0 ~ 36 ~ ~ ~CRAVEL ~ ~ i 1C6 + _ ~ ~ ~ - ~ / p r~ I B.M. 2001, PG. + + \ 9 - 6 2.40 240 4320 48 x 24 x 4 'C
P1N N0. 649.02-97-0171 , + + ~ ~ i. _ ~I ~ truction is com lete and oil areas are stabilized completely, call the a 7. When cons P * 1 6.30 6.30 11344 90 z 45 z 3 ~ Town of Holly Springs for inspection by Environmental Inspector. , 13,00 10.10 23400 tOD x 50 z 5
/ + + - ~ LP > + + L / ~ i- P e + + ~9 ~ i / /124 EO f I REBAR + + + S~ I ~ / 8 20/ _ ins
~ G FouND ~ ~ + + I / ~ i ~ I I ~ 8. If site is approved, remove temporary diversions, silt fencing, sediment bos e g 5.20 5,20 9360 62 z 31 z 5
Q 4 34 / / 35 ~ ~ 31 h1 1 ~ _ v Z i 4 / ~ ~ 1 I I - ~ I I I / ~ _ - - - etc., and seed out or pave any resulting bare areas. 10 3.82 3.82 6676 80 x 40 x 3
v AI E C. BOOKER HEIRS + + + + Q ~ 38 ~ I I .E ~ + 4 • ~ 121' 7 / 10 5 0 / ~ / 10 1 7 111 ~ tablished coil for final site inspection by the ' BASNS MARKED WITH AN ASTERISK SHALI BE 'CUSTOM BASINS' _ _ 9. When vegetation has become es ,
~ 1 95 PG. 230 ~ , M 1 ~1 ,n ~ / D.B. 5 I rn l I I ~ I I I Pex PIN No. s4s.o2-s7-DOOB ~ ' I ~f I I 1 I I ~ nmental Ins ector. / Town of Holly Springs Enwro p ~ ~
3 FP ~ r- / ~ ~ I I \ ~ ~r + + + 6 ~ 31 ~ / 10. Obtain a Certificate of Completion.
v ~ 4~~ I 1112 ~I~++ ~ ~ 1 w #'6111 I I I I _2 I i a ~ vu tiPo' land us a us rq
aq~ « C / I srtsr tar n.r aNgp7 °9•+I ~ ~ nt0.1 ImnM1l ~I 6a io 7w~ (~1 (bl lµ! Ml IW irli ~ I3Jad ~
JULIE WRIGHT LAND ~ « + + 69 I l COMPANY, INC. ~ , ~ + l 1 ~ i 161 I I i ~ i ~ 13i w a7 ak 031 717 as 17 la Daa 15 79 5% 37 3ro19 3199 3a1.ro 3i - a, ak ak r~ as 2A7 aDm ,5 ar ,s ~ 91e31 3N.k
p D.B. 7476, PG. 384 + + ~ i P_ 4 1631fi2 1>6 1 i i P1N N0. 649.02-86-9964 ~ / 5 1 8151? ~ / ~ ~ ~ o + + 1 0 ~ 1 ~ 5 - i~ GENERAL NOTES I 2 >0 7erm
1 i ~ / / ~ / ~ 11 ~ ~ Z 1 ~ 6 CW pe 691 071 111 0.15 I.10 1.,0 oA06 15 a7 /9r to 3ma0 3m. w ~ / ae a7 OIr 9a r1t o% i.15 DA01 15 sAi k 7eua kl% k69r 1. ALL DISTURBED SLOPES MUST BE STABILIZED WITHIN 15 WORKING DAYS OR 30
r + g I / 1 a M4,~I H° ; - ~ ~ I / / BA / z~ / / ~ ~ i ~ ~ 11 1 2~4 r ~ _ ..6 0 I o _e . I ~ I 1 1~7 ~ ` ~ v ar pa am an ra as a% za oak 5s al s7r m 7elk 7k.a Team _I4 ~ ak D9k ,5 u ~ ,m ~,a ,k,e 7mN CALENDAR DAYS OF THE COMPLETEION OF ANY PHASE OF CONSTRUCTION. ` ~A pa as Dr Dn ra
'N? rh 375'' ENV OJr 375.0' ~ + I ~ 1 ~ 4 ~ ~ ~ I ~ ~F0 ~ 5E4/ 151 +s la Da ta5 1a Daa k 4s a% ao sass 710m xeeD ALL OTHER DISTURBED ARES MUST BE STABILIZED WITHIN 15 WORKING DAYS ~ ~ 1 OR 90 CALENDAR DAYS OF THE COMPLETION OF ANY PHASE OF CONSTRUCTION
~ + 1 ~ / 1 1 ~ i 153 I I ~ I i 1 i ak au 6s aW ra 6a >ss 131 am6 Is aT 461 a 3e6N 755% >01%
+ ~ T / ~ 12 TI M ' ~ ~ / ~ ~ b 5 ~ i ~ ~ ~ r~ IS an rn as oAt 2w oDm is a a 7N% 3Na1 aeeaD IMENT BASINS ADJACENT TO THE NEUSE RNER BUFFER SHALL REQUIRE aN as a 2. ALL SED au an 0.01 0.e) 771 la DID 2p 0.005 15 a7 m 3MSr 3MA4 7ea6o W~ ~ °0 1 TEMPORARY LEVEL SPREADERS. N m _
1TJa'20" N 588.91 ~ 1 z7 ~ i / / / 5 / i ~ t zs I ~ / / 1 au 5ssu an rn as o% ak o9D7 a 4s am a 3Nat 3N% 350% i ~ ? N ~ ~ h ~
rr N GRrFEJN HEIRS ; + 5 J I l I / / / 2JA l l / 11 ~ ~ 1~6) NELLIE coo +4-+ I I 99 7 n aazl7 7mAO s6% 3, ALL SEDIMENT BASIN SHALL HAVE BAFFLES. i ° °o ~ `Q . Q~ ~ ~ I ~ aN a21A Lm IAr 711 0.15 as JM GADS 15 a >Q ~ "a Arn aax a2aA 0.!0 O.p 171 Qa f% UO O.ml 15 0.0 11x1 75 650.% >i1m 109.15
D.B. 1256, PG. 570 ~ ~ + ~ 1 1 8 ~ 17 $ 181 22 ' ~ + ~ I ~7 Q 1 2 1$3154 18 / ~ ~ i vD P!N N0. 649.02-86-6738 ~y l \ a~ ~ / ~ ~ ~ I ~ ~ ~ zn rn as zl, ea9 oAk le u era a ae1% SNar 7583e 4. ALL CATCH BASINS, GRATE INLETS AND YARD INLETS REQUIRE INLET ~ o = ° 2 ~ a ~ , 42 ~ a~ an ak
4PAN y ~.1, m ~ ~ / 4 \ ~ I ~ / / / + . ,Q 18 ~ - i 622 a2D Dm zn rn as ale 7% a%7 ,9 6e n% ,65 701.51 3e097 95531 PROTECTION. ~ ~ o o ~ 2 0 °O o ~ rn as aN DAe aoa Is ar 4% n 3BD11 ka,a seem o Q z a lV z ~ z w
' ~ t ~ ~ 17111; , + 187 / ti 1 , i I 1 i I a?7 Olp 0.15 0.15 ` I am ak aN to ra as as roe amo ,e los k.n a 310.m Sm% 7e1% 5. DEVELOPER SHALL SELECT CLEAR BY HAND UNDERGROWTH VEGETATION ECG a ~ W r I' °o <zZ~ V¢ U~ Uo 1 I ak a+e 1~ ors rn as 4.k Iz,e 0.010 k eA lam ZB Sm51 7ea9e 3m32 x w
'!FEIN ~ + ~ , ' + I / / a ~ ~ 1 i ~ D ~ ' I 1 /1`t' / / I ~I ~ ~ I ate T11 as Dal lan omo l9 a4 kAl N xaa5 kam 35371 UPSTREAM OF STREET "A". PRIOR TO BEGINNING THIS WORK, AN ON-SITE o ° w ki a c~ Y 2 3 ~ ak 618 , amo 2, r1 2+A2 9I 3e591 3a% 719.% MEETING WILL WfFH THE TOWN ENVIRONMENTAL INSPECTOR WILL BE REQUIRED. ° I (I 1 TT! 0.a D.le sn ° ~ ~ o a ~ ° a ~ I i a1'A IEB•17A 0.05 %
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~ ~ \ Q / I I~ 38'49" W 572.7) ' + + \ 1 1 1 ~7 / / \ / ~ + + + + + \ ~7 / I I ~ 1113 269 76a1S 71930 750% I l%2% p09A 0.50 0% i71 0.a 1% 1% OA2a iS e3
+ + + \ A II I JAMES 0. ROGERS V ~ 238 i iJ I ~ arM 627 0.6, 111 711 Qa 7% S% Oa19 15 r7 9% 11 9na Sn% 35117 JI ~ ~ 2 4 I a9 an 0.n 1l1 i11 0.a 231 1% Dak k al k13 a 7n% 7R.10 30727
?.B. 3077, PG. 165 V ~ ~ 1 ~ / / 1 LOr N 074741 E ~ + + + ~ ~ ~ ~ ~ 1 ~ 1 0~ ~ / ~ 354.76 « + + 9g / / ax FFS2s 0.16 211 717 0.a 0.59 Ba0 oam 19 AZ 8.10 k 3R% 37550 55110
3. M. 1920 .164 + + V \ N0. 649.0 -5647 I ~ / ~ J a / f ale9 g161 0.1° 0% 111 0% 1% fA O.m3 15 79 10% 111 Na7S ams /1115
\ s B` ~ 1 1 + + + + \ 1 45 110V R 2, 1 ~ I I / / 7 araw pa OA8 092 177 656 la3 3% OA% 15 al 4% x x1.13 NI% IDS.19 / pas aN 0.N 133 711 Qa I% 519 O.ml k 5.1 ITA7 fa aa% aam 1oe.19
ga + + + + e~~ \ \ \ 19 ~ ~ 1 / / / E D~4' + I I I G aN as 0.S! 1% 13 036 206 179 OAk 11 e3 %k % a5e% 789.01 103% II F 133 C5p p42 ,ZO aN 7Il Q55 as itlr OA51 N 1T.1 fl.l1 2e 901.97 3593° aa35
o \ ~ ~ / 15 t I + \ 141 8 / + 215 ~ 6A I Y PRINGS LAND + , Dml a is taN a Skm 556% 1o31s / as q11 0.70 aN 111 0.9 1.19 7% ' CN1 pA0 0.17 337 i7! 0.~ 037 11.1e Oak 21 91 71.33 la aka 393.°0 a3A0 w
r i PROVEMENT COMPANY a t7A ~ v 0 / a4o p1aA alo 4.n 717 0.S ak nos amt N too 7651 IA 35030 3a0.k la3% 1------- - ~ _ _ _ _ _ _ _ _ _ _ _ a1v~ ~ ~ lar in ~ k31 ~ a ,u aa7 a 3km oak 59aro COMMERCfAL PARCELS
m 0.8. 762, PG. 54 + ~ \ ~ 14 P! N0. 649.02-86-5547 + + + + + ~ i ~ ~ 1 + + + + + / SPREAD 78 ~ I ~ ~ p1a ax D2a 5M TI2 ass o.n 20.,5 o.mr x ns am a 9a.% 3199D 9BIA0
(y « + + + + o ~ ' + + + + . V I / p76 p8r aN 9.k 1?7 as 1% 21Ae aole N 9.r 31% % 31&80 Seam Saa O am aa6 IA ,o% rn D.a 4.n 2973 o.ok x ,20 9+.n m 7k 50 3a"° a+s1 CONSERVATION EASEMENT
N ~ + v ~1 ~ I I I I r / ak 616 1m I% 17! Qa 9A7 791 OAOS 16 A.1 190 31 7a 15 753% lla au p81 651 ,Za i7! 0.a 796 9111 O.D70 r 151 11600 711 761% 71521 766n Q
o ~ + 5 \ ~ 1 ~ l A , ~ I 14 vv 681 C13S D% IaN 79 0% 2k NA3 O.Ok 8 131 101% 20 715.11 a4.a 760%
+ + a / / v v ~ 1 143 as 610 Dsa lam rn as z7o aan Dsoa x as ma m 31450 mro kD% RIPARIAN BUFFER ~ l PP all p11 o.n arl rn a% 2m tm D%1 le eA ttN to msao 7raaD 3nA1
1 ~ v v X 1 4 t 4~, / ~ N eA 1172 kD ml% 37aA 371AI O O p81 610 0.,T o% 711 0% 0.59 3a D.m3 I 141 40 1 WETLANDS Q
+ / 0/ ~ ~ I I 141 ~I=~ E T ~ B y ~ vv v / WINDCR S + \ \ ~ 39 d80 5E979 030 N% Tn 0% 1IA 116 OD01 k e7 ea6B n 3na0 a3% Sn% ~ U p69 pdT 079 0.N 171 OAS 0.a 0.a ame 15 4a e% A 7k15 k0.W 36163
COMMERCIAL - - \ ` ~ ~ Qa D% I.k 0.a6 15 at 53i 10I 7199D 7197D 7683 Z \ ` / CFA 667 070 031 T3 ~
+ ~ \ ~ \ \ • aae aas Dsl 05, rat o.a 1% ik oAOe l5 1s a,3 rs 378% 710.30 5646 POND ~ O as pal DSI 3% 711 OA6 1% 4.a O.DI9 f9 1.7 1214 109 37079 7R.k A331 O \
SITE + + + ~ ,a ~ \ l , ~ \ ~ ~ \ ~ 6A~SfMNE-4T ~ ~ \ \ \ \ \ 1 1 STOl!~~Y OD ~ _ _ p91 pasA as 1a° rat DA5 am r.a ame 21 e7 a2% 2e 3rr% 71179 xe33 Z f A oD ~ - aa3e a69A oa, ael 112 as 2a 2m aoa Is 9a 1603 lea 3m% 361% 591% OPEN SPACE ~•1
y / 8 3 ~ \ \ V ~ LOCk ME i 6631 pe19 092 Sn 73 0.45 201 k% DADS N e9 D7B 170 3n.k 7761° 7~1 r ^ IME ' }
a ~i -N _s l ~ / 0 ~ ~ ~ v ~ ~ D.8 8512 PG~ 924 / ~ ' 7 7 2 ' 27 6619 aatA Ole o% 111 oA5 1.17 1.17 0.019 2/ f0A 33x7 n0 3n% 7nA 791% Ur I L C56U am OSi 1% 171 O.a 1% 13A 0.011 11 7A 7a% N 3A% 313.10 3177°
1 / / ~ ~ ~ ~ \ ~ ~ c B. h99 z ~ C. ~ / / / / - ~ ~ ~ ~ . A A ~ ~ ~ ~ i as 0.69 5A3 712 OA6 2ro 1619 O.Ok M 91 3175 101 7n% 77115 711.16 1~. '1 ~ i 1 p8i ~1 ~ ~ \ C5% pet 0.m O.m 171 OA6 tAl 201 0%1 15 11 697 M an% alzai 715.W
+ 49 ~ -8 - 92 ~ ~ ~ ~ ~ ~ ~ \ ~ ~JN.,6 AAV OHPL De, 660 O% 1.17 177 0.15 lag 361 O.ml 1e al 9.70 4l 771% m1.A 77591 aao pAl 0.51 1m 171 OA5 ak DA10 at 1.f L9a1 2e a1% at.k 974.55
v --r- as ak ,.k 171 as DA2 an 0.Dm 70 4s b.ro m 3n% SIOl9 ni% ~ Z p,o EROSION CONTROL LEGEND ~ J
3,A11/ 1111 \ ~ • P l1N7E pM ff94r 031 la3 172 as 1.01 2933 OA05 k lA 536 N 3roAO 368% 37515 J - _ ~ an 019 07? 772 O.N O.N D91 0.006 15 9.7 4% 30 311% kA11 5529e SILT FENCE
I N o7.39'1s" E ~ I / / ~ ~ A \ 1 11 - 3 1.38' + + + + i 1 a1~ py~ ~ ~ v r~--, _ a~ l1! li r ors an ali DAe ,u oAa ass tAe D.NO is l05 17% eo 711s, 3mA0 7e7% TEMPORARY DIVERSION DITCH ~R
0 32 ~N. Neh A M ~ 1 V t7~ ~ ~ \ ~ ~ 7 ~ v ~ \ \ 1 r ,r ~ + ~ I ~ 1 11 0 1 ~ A~ A\ ~ z ~ 20 U~IL;,Y EASEME,JT + + + + + + 455 ~ E ~ _ ~ ~ ~ A \ I ~ ~ 7 I ~ i ` ~ an au o,n as Tae o% o.x 1% Aok ,s u ax n 7a% 9n% xalo V t ~ 674 an 0% 19 OA6 211 711 O.m1 15 7b 10.17 76 xza Sei% EISr
~ B.M. 1.991 PG. 333 ~ / ~ EA~6~ \ \ 1 r- - I ~ vvvv ~ 3 i ~ ~ - ~ LIMITS OF DISTURBANCE i I ~ 1 ~ an peg Dal o.m ra o% as 2% o.Dk is la eao 2m 991% sao.,D xT.a I I ~ ~ ~ ~ o% 9% 91e a% Doa Is 77 k 4m,s 1rooD atm -mr-TPr- TREE PROTECTION FENCE
+ ~-I~- ~ - _ ' ~ \ \ \ V ~ ~ \ \ \ 4 ~ N.C. GRID COORDS. pF L5 rPF = ,z , i ~ ` a% a% 659 as 711 as t.m 2k Dao ,s lay taeD tts 55590 3NJJ 4N51 ' 1 \
~ N=69s,rezas ~ - ~-8 '1 31~' J 629.77 aPF 6~ I F ~ ~ ~ ~ ~ ~ \\V A\VA I ~y,, z I ~ , \ +PF N 88'23'08" W 82 .35' ~ 1 7 \ i ~ 4 \ p% psi D71 1% 771 OAS 1.10 31s 0.0N 15 9.1 1250 151 7NaS 9e1a1 ao.a 28 I 0.17 111 Qa 19 139 OD% t5 al A% % 3m 13 350% Srb TEMPORARY SEDIMENT BASIN Q ~PF \ ' I a% au oAl
~ i E=2,048,992.761 I I 1 3 1 ~ ~ ~ ~ ~ ~ IPF ' 4'WF 'IPF _ \ ~F o ~ I I , ~ ; o o' ~ 20 PERIMETER BUFFER ~ ~ I X20 ~ ~2p \ I Q61 pb3 0.11 167 172 OA6 136 5.05 0.06e I° 126 ,6n % SeB30 3N% 30161 I ` pip 882 0% 191 772 OA6 011 0.11 0.010 k a0 1131 m Jk% 779% 3005D I , ~ i ~ ~sr1 069 ~ Tn ~ ~ ~ 11 n m4a ® ENERGY DISSIPATOR
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455 WINDWARD POINTS gM 1995, PG. 2015 B.M. 1995, PG. 2015 B.M. 1995, P~,V 393x1 DONALD N. CAMBELL ~ ~ ; ~ \ \ B.M. 1995, PG. 1 B.M. 1995, PG. 1455 B.M. 1995, PG. 399 B.M. 1995, PG. 399 - 6- 039 _ PIN N0. 659.01-t~ - 0~~ 22 PG. 610 I \ o ~ PIN N0. 649.02-96-'161 piN N0. 649.02-96-2171 PIN PJO. 649.02-96-4161 PIN N'0. 649.02-96-6170 PIN N0. 649.02 9 8 PIN PJO. 649.02 96-9037 rX9.8. 72 0p \ ~ ,oo I ~ ~ \ \ \ ~7ro e9.,01 ~ m a0a0 siwr 5Oi n5T9 oAU 100 0 ~ \ ~ \ 1 i sl~Er
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D.B. 7083, PG. 681 D ,B. 8941, PG. 649 D.B. 8583, PG. 1147 LOT 61 V V LOT 63 yy~ «vv~uidues .u 2 I 46, 56, 74, 73, 43, 31 AND 32 SHALL BE DOUBLE DRIVEWAY GRATE 2. '61-48-,"
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~ coLONr HONES, uc I 1100 NAVAHO DRIVE SUI E GL3 CAR
O RALEIGH, NORiH CAROLINA 27609
~ 0 m ~ ~ ROLL Y SPRINGS NORTH CAROLINA aA~ : JANUARY 2B, 2003 ~ •.9 ; Q~
A > - sEAI -
y ~ anoJFar asnmc m ~ STEPHANIE MOR8I5, P.E. (9191 854-1990 Desi nConsultants = 23048 9
~ t C `1 Z p aea,~r cam aESts~r =s~. 972 Trinit Road % ~''•F%iNE~~~ ~ °
~ ADAN HUGHES (9191 854-7990 Ralei h North Carolina 27607 y
m 9 ~ ~,,qME ~
MIKE 600DFAEQ P.L.S. (9191 851-2344 Phone [phone] Fax [phone]
a. tea,.,: lk; ~ ii~+.f~f>a;

i
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i ~ ~ `
I \ \ \ 20.0 \ I 1 ~ \ \ BEGINING OF \ \ \ ( ( ` ( LEGEND
v v v UTILITY v ~ DI RSION \ DISTURBED P RMAN NT \ \ I \ ROCK CHECK \ VE \ E E \ i i ~ (
~ DAM TYP DITCH (TYP LIMITS DRAINAGE SWALE \ \ EASEMENT \ ~ ~ i i ( ~ ~ ( IPA ~ TREE PROTECTION FENCE
\ ~ ( \ \ \ i \ (SEE DETAIL SHEET) \ ~ \ ~ \ \ ( 2
END OF TREE ~ \ I PERMANEN PROTECTION ~ ~ ( O LIMITS OF DISTURBANCE
\ DRAINAGE FENCING , \ \ ~ > W
\ SWALE / \ i~ ~
\ ~ A i ~ PROPOSED 4 SECURITY FENCEING
\ \ \ \ r r
~y FLOW OF RUNOFF
\ 385 \ \ \ O 2
\ \ ~ ~
\ 386.60 - \ ( unnlll I E 111111
I ~ ~ s ~ 2.0 18' PARKING STALL Q'.•
\ 386.75 \ - - \ \ - - _ ` _ _ - SLOPE TO BE LINED CONC. CONCRETE WHEEL STOP O;' d i2
\ 386.80 \ 386.60 \ \ .F. - - - _ WITH AMERICAN EDGE _ Jao ~~i J,p
~ \ ~ \ 9 366x5 \ T \ h 1 GREEN SC150 OR - a• z• 9 - -:W- ~ APPROVED EUAL = U. c~" "=d~
0 \ ~ \ 388,60 \ p T E Q ~ ' Q : N P N c O ~y .~dr _
\ \ , ; . ~ \ \ E I ` d d
~ \ V A 2 T ~N ` , --1 4' PER .J 1I1 ~ ~
\ \ \ \ :i ~f.' Q 1111111 , i W
` ~ \ \ \ 388.75 \ ~ \ \ SLOPE TO B~ LINED WITH \ ' ' \ ~t ' t /
\ \ \ NORTH AMERIC~4N GREEN \ \ \ ~ \ ~ " 2 1 2" I-2 6 CONC. ~ \ \ 6" ABC ~
\ SC150 OR APPROVED ~•75 \ ° \ ~ 388.50 \ ~ ~ ~ . ` EQUAL \ ~ \ \ 6" ABC N \ \ ~
\ \ \ x.75 SWIMMI POOL WATER \ ~
\ ~ ~ ~ ~ ~ AREA ~CC800 SF 3~ \ \ \ 1~ PARKING EDGE DETAIL \
i ~ ~ \ ACO SELF RAIN DRRI OR APPROVED ~ ~ ' ` ~ ~ NTS ~ \ 9 w ~ O~ ~
SU~ - ~ \ \ ~ ~ EQUAL TO DRAIN TO `0 RETENTION AREA '<<, UNE ~ \ \ \ V O A , , ~ I~
~ 386.50 ~ \ 6"x6 CONCRETE ~ ~ ~ \ \ \ y NO
~ ~ ~ ~ ~ DRAIN E BLOCK \ CONCRETE --CONCRETE ~ ORGANIC LAYER MULCH +r r- ~ \ ` ' < PLANTED WI1H H RBA OUS 0 ~ p
~ ~ _ ~ ~ ~ " \ \ FLUME SEE - - 6 DIA P FORAYED ~ ~ ( ~ ~ - ~ ~ ~ PVC UNDER AIN ' ~ ` ' ~ ' ' " \ DETAIL SHEET FLUME (SEE c9 \ \ GROUND COVER, TREES, AND ~ ~ ~ DETAIL SHEET) \ SHRUBS. SEE SPEGFlCAflONS 0~ k
\ , . 23 Q; 0 O ~ \ \ \ ` ON PLANTING 1HIS SHEET. to ~ ~
~ \ ~ - ` 386.76 \ \ \ \ \ ~ _ ~ 3 3 \ ,c \ \ \ V A 1 0 0
\ \ 6 PONDING EXISTING 0 U \ GROUND U ~ O
5 ~ ~ ~ \ \ ~ 3e6.5o \ \ \ ~ \ \ EXISTING DEPTH ,r o~
~ 386.33 \ ~ ~ ~ \ \ \ \ \ GROUND ELEV. =384.9 [ ~ 'C \ \ \ ` V. = 4.4 ~ 0
~ ~ ~ v 1 \ \ \ \ ~ 'y N 2 I \ _ _ ' I I 0 I` ~d~'
~ ~ \ ~ 386.33 ~ \ \ \ \
- r ~ ;f; \ \ \ PLANTNG SOIL ° t \ V I ~ .O-~
~ ~ ~ r \ \ \ I - a~ O \ V A _ ELEV. =380.4 0
~ . \ \
~ r•~•:•••••••••~.•.••••`..~ \ PROPOSED ~ \ ` 810-RETENTI N \ \ V ~ i
5 ~ ~
l SLOPE T BE LINED \ W \ ,T~ x 4' x 12' RIP-RAP t D \ \ cD \ 12 SAND BED aSgpA~ pAD ~
~ ~ ~ ~ . \ WITH NOR AMERIC N \ 1 IC N \ O \
~ ~ GREEN SC1 0 OR ~ ~ \ PPROVED UAL \ \ \ IN-SIN MATERIAL 6'DIA. PERFARAIED \ \ \ \ PVC UNDERDRAIN
....r EOP \ \ - ~ ...............r ~ r \ ~ \ \ \ i
~ ~ • .•.•.~.•..•.•.•r ~ \ ~ \ , \ BIO-RETENTION AREA DETAIL \ \ ~
0 \ ~ \ . \ CONC. WHE \ ~ \ 1 NTS CONC. WH E ~ \ \ E4 ~ \
\ ~ STOP TYP STOP (TYP.) ~
J ~ ` \ \ ~ \ ~ ` \ \ \ \ \ \ v ` v v 4.16 Much La er (~ide~mes
\ ~ Y v v ~
/ \ \ \ \ ~ The mulch layer plays an important role in overall bioretention design. The layer serves to prevent erosion
\ i \ ~ ~ \ ~ ...'...`a \ and rotect the soil from excessive dr 'n .Soil biota existin within the or anic and soil la are ~ im of ant in the filterin of nutrients and ollutants and assistin in maintainin soil fertilit~8ioretention
~ . \ \ \ ~ areas can be desi ned either with or without a mu! ;h la r. If : g~~c~e I;arbaceau~ la r ary^rx:ndco~.er 7C \ \ 9 , Ye Y'e ~ (
r \ ~ J \ \ to 80 % coverage) is provided, a mulch layer is not necessary. Areas shall be mulched once trees and \ \ \ shrubs have been planted. Any ground cover specified as plugs may be installed once mulch has been
~ . \ \ \ ~ applied. \ \
\ \ \ \ The mulch layer for bioretention shall consist of either standard landscape fine shredded o
~ ~ \ ~ \ hardwood mulch or shredded hardwood chi s. Both t es of mulch are commercial) avoilable and rovide ~ a
i - ~ \ some protection from erosion, o ~ N N ~
i ~ 1 \ ~ - ~ ~ \ \ \ ~u~ VI \ \ \ The mulch shall be oged (stockpiled) for a minimum of six months before being applied to bioretention ~ a
~ ~ _ ~ ~ ~ \ \ ~ SEE areas. However, an o timal a e for mulch is twelve months. Mulch shall be free of weed seeds, soil, roots, ~ ~ SEE PAR~it~G \ P 9 W , ~ ~ .
~ ~ ~ ~ ~ ~ \ EDGE I ` \ ~ \ ~ \ THIS S EDGE DETAIL \ or any other substance not consisting of either bole or branch wood and bark. The mulch shall be uniformly ~ ~ o ~ o o THIS SHEET \ , ~1 applied approximately 2 to 3 inches in depth. Mulch applied any deeper than three inches reduces proper ~ W ~ N N 2 z c o
\ ~ ~ ~ \ \ \ ,Q \ oxygen and carbon dioxide cycling between the soil and the atmosphere. ~ o ~ ~ ~ ~ 9 ~ ~ 2~2 o W c3 0
\ \ \ L 0 \ ~ \ 22U VQ U V~ ~ CV ~ Grass clippinggs are unsuitable for mulch, primarily due to the excessive quantities of nitroggen stored in the o W ~ a = W
~ ~V ~r material. Addin lar a sources of nitr en would Ilmit the ca obilit of bioretention areas to filter the o J ~ Y 9 9, 09 P Y ~o~¢ e
i \ ~ ~ ~ ~ \ ~ ~ \ \ nitrogen associated with runoff. a ~ ~ ~ o a ~ a Q a ~ i r~ \ ~
O ~ A F \
\ ~ \ \ PL LINE \ ~
~ \ - \ 0
U - - ~ ~ \ ~ \ ~ ~ ~
SU D TL D \ \ . = ~ BIO-RETENTION SIZING CALCULATIONS
LINE ~ \ ` 1 \ \
AREA (SF) C C x AREA
- . ~ ~ ~ 20 10 0 20 40 PAVEMENT /SIDEWALK 27,232 SF 0.95 25,870 SF !
- . I - BUILDINGS 1,245 SF 1,0 1,245 SF
~ ~ ~ - GRASS 22 555 SF 0.22 4 962 SF
a I, ,I ~ 32,077 SF
m 2 Q
W REQUIRED SIZE (WITH SAND BED) = 5% x SUM OF "C" x AREA o
References NCDEI~ Stamwater Beat Mana t Practices ( 11999) ° APB' ° 9~ N = 0.05 x 32,077 SF ~ ~
N vlYl\FIN IGO Q Q 2 = 1 603 SF V Q
4.15 Plan ' Sol ''/~p~pp ri ~ ~ ~ J h
:-i PROPOSED BIO-RETENTION AREA SIZE = 1,726 SF ~ Q 0 2
The characteristic of the sail plays an important role in the improvement of water Guallty through the use of m bioretention s terns. The soil is o three-phoses tern com osed of as, li uid, and solid, each of which in ~ o z ~
N the ro er balance is essential to the ollutont removal ochieved throe h biooretention. The soil anchors the Z v ~i J
c lants and rovides nutrients and moisture for lant rowth. Microor a nsms inhabit and roliferate within `0 the soil solution, and the unsaturoted ore s ace ro~ides lant roots with the ox en necessar for ~ P P P P C~ ~ 2 ~
~ metabolism and growth. A desirable planting soil for bioretention must be permeabe to allow in filtration of IG (4) MP (1) t runoff and rowde abso tion of or anic nitro en and hos horus. BIO-RETENTION PLANT LIST W
~ P ?P 9 9 P P ~ o ~ ~ KEY QTY BOTAN CAL NAME ~ I V
The lantin soil for bioretention shall have the followin ro erties: JV (1) AR (1) MP (2) MP (2) MP (2) MP (2) 3 P 9 9 P P CS 2 CS 2 NS 1 P 1 BN 1 R 1 MIN. HT MATURE J
Q Q o Soft Texture and Structure -The planting soil for bioretention sholl have a sandy loam, loamy sand, or loam \ ` ~R (1) TREES (use any combination of the below list CAL O of trees for a total of 7 total trees) COMMON NAME ®PLANTING HEIGHT NOTES JO ~
texture. Suitable lantin soils for bioretention areas are indicated on the soil trian le in Fi ere 15. These ~ ~ ~ Z AR 2 Acer rubrum Red Maple 2 1/2" 8'-10' 50' - 70' Single to multi-stem tree
~I soils have a cla content rangin from 10 to 25 Water bolance com utations in Section g4.8 indicate ~ ~ that a soil with yinfiltration ratesg renter than 0.5 in r. are suitable fop bioretention. Sand loam, loam ~ ~ 9 ~ Y Y ACO SELF DRAIN OR f ,4 • ~ ~ BN 2 Betula nigra River Birch 2 1/2" 8'-10' 50' - 75' Single to muRi-stem tree
sand and loam soils shall have minimum infiltration rates ran in from 0.52 to 2.41 in r Other t es ~ ~ ~ • ~ • ~ ~ ~ - ` ° ~ 9 9 YP APPROVED EQUAL v of loam soils such as silt looms, and sand cla looms shall have infiltration rates of 0.27 in hr. or lower JV 2 Juni eras Vir iniana Eastern Red Cedar 2 1/2" B'-10' 50' - 75' Dense single stem tree
° Y Y Y ~ and are not suitable for bioretention. , P 9 NS 1 Nyssa sylvatica Block Gum 2 1/2" 8'-10' 40' - 70' Large Tree
m QB 1 Quercus bicolo Swamp White Oak 2 1/2" 8'-10' 75' - 100' large Tree
Soil Acidity - In a bioretention scheme, the soil pH shall lie between 5.5 and 6.5 (Tisdale and Nelson, 1975). ~ The soil acidity affects the ability of the sail to absorb and desorb nutrients, and also affects microbiological QP 1 Quercus phellos Willow Ook 2 1/2" 8'-10' 55' - 75' Large Tree
~ activity in the sail. 4" IA Q1 D PVC PIPE - QR 1 Quercus rubra Red Oak 2 1/2" 8'-10' 60' - 80' Large Spreading Tree
~ \ - INV OUT = 384.4 Soil Testing -Prior to installation, the planting soil for bioretention areas shall be tested for pH, organic - ~
~ matter, and other chemical constituents. The soil shall meet the following criteria (Landscape Contractors SHRUBS (use arty combination of the below list of shrubs for a total of 16 total shrubs ~
~ Association, 1986): ~ AR (1) QB (1) LB (2) LB (2) LB (2) LB (2)
~ BN (1) JV (1) a pH range; 5.5 - 6.5 CS 5 Comas Stalonifera Red Osier Dogwood 2' - 3' 8' - 1D' Arching/Spreading
r., Organic matter: 1.5 - 3.0 ~ IV (2) AA CS 1 IV 2 IG 4 Ilex glabra Inkbeny 2' - 3' 6' - 12' Spreading Shrub
o Magnesium (M 35 lbs./acre ( ) ~ Phos horus Pg Os : 100 lbs. acre P ) IV 4 Ilex verticillate Winterberry 2' - 3' 6' - 12' Spreading Shrub
° Potassium (20): 85 lbs. acre i Soluble salts: not to exceed 500 ppm L8 8 Lindera benzoin 5picebush 2' - 3' 6' - 12' Upright Shrub DRAWING
SIP 9 twrirn nennsvlvnnirn 6evhemr 2' - 3' 6' - 8' Rounded/Compacted SHEET
w U The contractor shall test for magnesium, phosphorus, potassium, and soluble salts and shall be
HERBACEOUS GROUND COVER C-3
o reformed per borrow source or for every 500 cubic yards of soft material. A sieve analysis, H, and organic matter test be per-formed fr each bioretention area. p p BIO-RETETION PLANG PLAN
0 20 10 20 10 0 20 40 AA FILL Agrostis alba Redtop Seed 2' - 3' Exposure Shade
Soil Placement - Placement of the planting soil in bioretention areas shall be in lifts of 18 inches or less PROJECT NUMBER
and lightly compacted. A minimal compaction effort can be applied to the soil by tamping with a bucket from a dozer or a backhoe. Sample specifications relating to planting are contained in Section 4.19 in the
o NCDENR Stormwater Best Management Practice Manual.

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I I / 0" TO 18' DEEP / 1 1. INSTALL SILT FENCE 10 FEET OUTSIDE OF GRADING OMITS. _ ~ O
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~ ! / /1 o ~ 9. INSTALL USTED PLANTS AT A DENSITY OF 1 PLANT PER 4 SQUARE
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1 1 WILLOW OAK I I / / 1 1 s I ~ I / / \ / r Y ¢ O to > 2 i'/ r
1 1 I I / / ~ r 13. UPON APPROVAL REMOVE SILT FENCE. r
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I I ~ / v/ , / / ~ ~ i MARSH AREAS AND WET POND EDGE (ELEVATIONS 368.00 TO 370.00) Z r , /
~ I I / / r~''-, ' I I ~ _ / r r' DEPTH OF ~ INUNDATION BOTANICAL NAME COMMON NAME
I - ~ F ~ ; ~ < I I ~ _ ~ l ~ 0" CHASMANTHIUM LATIFODUM (NIGH X.) YATES RIVER OATS ~ r h
/ i ~ ~ i 3" HIBISCUS MOSCHEUTOS ROSE OR MARSH MALLOW J
~ i I / / ~ I ~ , / r r ' r TH N LUE FLAG ~ r IRIS VIRGINICA SOU ER B
~ I / I / I ~ , ,;;r >1' VAWSNERIA AMERICANA WILD CELERY W
GRAPHIC SCALE >i' LEMNA SPP. COMMON DUCKWEED Y 3
zo a ,o ~ 1' ' ELEOgiARIS SPP. SPIKERUSH I 1' • LOBELIA CARDINAI.IS CARDINAL FLOWER Q
2
a 1' • PELTANDRA VIRGINICA ARROW ARUM ~
' PONTEDERIA CORDATA PICKERELWEED ~ 1 ~ O
1 inch = 20 ft. 1' ' SAURURUS CERNUUS LIZARD'S TAIL (Qj
~ INSTALL MINIMUM OF 3 OF THESE SPECIES.
DEEP POOLS (ELEVATIONS 366.00 TO 368,00) FOREBAY AND MICRO POOL 0
2 SIZE BOTANICAL NAME COMMON NAME
V)
1 GAL POT LEMNA SPP. COMMON DUCKWEED ~ 2
100 YEAR STORM ELEV. = APPROl01~lATELY 316.50 1 GAL POT NUPHAR LUTEA SPATTERDOCK, COW LILY
6' BERM W 1 GAL POT NYMPHAEA ODORATA FRAGRANT WATER ULY ~ , 6 ~ 1 GAL POT NELUMBO LUTEA WILU). WATER LOTUS J
O
TO OF BE ~ ~ ~ i GAL POT VAWSNERIA AMERICANA IMO) CELERY ~~j,~,. T
ELEV = 31 ~ _ ~1•~ INSTALL MINIMUM OF 1 OF THESE SPECIES. ~ e ~ E
TEMPORARY POOL ELEY =371.00 - 1=r THREADED 4 PVC CLEANOUT CAP ~ ~ 36" RCP T ~ I' ~II~TI 1 I_~ i
T~ ---J I_ ~y i i-
THREADED 4'z4'x2" PVC M11'E _ r ~ TREE LIST
I ~L ~ ~ J- , : ~ PREMANENT POOL EIEV =369.50 1' OF 2 INVERTED PVC SIPHON 0 ELEV -369.50 - {Ya.f1 ~tl f
F.E.S. _I~~ THREADED 4' PVC 90 DEGREE ELBON ONE OF EACH RANDOMLY SPACED IN MARSH AREA
INV. OUT=369.70 NY =368.80 i _T( , I NY =368.80 ' CALIPER BOTANICAL NAME COMMON NAME QNTY.
1I1=1Ii~ BOTTOM BOTTOM h'!!-'' ~.IHlF, `~i BOTTOM _ 11 I-;; II-111 II ~I-~i 1 MIN. NYSSA AQUATICA WATER TUPELO 1 EA.'
~l ! 11- j_ FOREBAY BERM -~.L I i I I - I --11- I, ElEV=366.50 = ELEY VARIES ->~=1 ELEY=366.50 ~ i," ELEV 369.50 _--,1 I 6 " I l=T'~
~Il~il~ ' ~ a;~. 11 „ 65 I ~ ! i I I~ I ~ ~ TAXODIUM DISTICHUM BALD CYPRESS i EA. DRAWING I _ LF 4 p~ a 0~ _ 1 MIN. z
FOREBAY - 1" MIN. QUERCUS LYRATA OVERCUP OAK 1 EA. SHEET 1
Tfit 7] A T T[7i~ D TV t^ 20' x 20' z1.0' 1HK ANTI-SEEP COLLARS ~ ~ ~ OUT PLANT WHERE INDICATED ON PLAN
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N111- fLVIRIP-l" UCvNC CAUPBER BOTANICAL NAME COMMON NAME ONTY. CA ~ l
Spaulding & Norris, PA INTEGRALLY ATTACHED TO RISER-BARRELL STRUCTURE
and is not to be reproduced or copied in whole or in part without permission from Spaulding & Norris, PA. This drawing is not EXTENDED DETENTION WETLAND DETAIL 1" MIN. QUERCUS PHELLOS WILLOW OAK 1 EA.
to be used on any other project and is to be returned to i` MIN. PLATANUS OCCIDENTALIS SYCAMORE 1 EA PROJECT 304-01j
Spaulding & Norris, PA, upon request.

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' - APPROVED EQUIVALENT AND ~ / APPROVED NATIVE GRASS ~ / I MIN FFE=
i i ~F / I ~ / ' MIXTURE (NO FESCUE) ' / / I ~ EXISTING HEADN EXISTING HEADWALL TO 378,75
/ I BE REMOVED BE REMOVED
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- ' / / I I / / I ~ 36" R( b 36" RCP a DRAINAGE
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I i i ~ I I 0" TO 18" DEEP / / 1 1. INSTALL SILT FENCE 10 FEET OUTSIDE OF GRADING LIMITS. C 0
I ~ ~ ~ i I / / ~ ~ 2. SCHEDULE INSPECTION WITH TOWN OF HOLLY SPRINGS ENVIRONMENTAL a
I ~ i i / ~ - - , ? / / SANITATY ' SPECIALIST,
I ~ I / / ~ i ~ I / / ~ SEWER I 3. UPON APPROVAL, CLEAR AND GRUB AREA BETWEEN SILT FENCE AND
I i i I Q / EASEMENT i 11 ~ I REAR OF LOTS 34 TO 39.
4. ROUGH GRADE EXTENDED DETENTION WETLAND.
I NRe o' I ~ ~ 36 / / ~ 1 ~ ~ONF ~ I ? l ~
' i 5. REMOVE EXISTING HEADWALL BETWEEN LOTS 35 AND 36.
~ NRe s°. f / / I ' ' ZON / / / / ~ ! ,c 6. EXTEND EXISTING 36" RCP AND INSTALL NEW F.E.S. AS ILLUSTRATED. ° ~
I / INSTALL 4" PVC DRAWDOWN STRUCTURE.
~ ~ / / ~ - cn I i 7. BELOW ELEVATION 370, EXCAVATE 6" BELOW FINISHED GRADE AND
. - ~ i / / , 1 ~ - ~ II ~ i ~ BACKFILL W1TH 6" OF APPROVED TOPSOIL PRIOR TO PLANTING.
/ ~ ~ u- I i / /i ~ ~ FINE GRADE ABOVE ELEVATION 370.
~ ~ ~ ~n I I ~ / 8. DEWATER EDW AT LEAST 3 DAYS PRIOR TO PLANTING TO AID ACCESS.
I ~ I ~ / /1
o 9. INSTALL LISTED PLANTS AT A DENSITY OF 1 PLANT PER 4 SQUARE FEET AND IMMEDIATELY REINTRODUCE WATER. IF NECESSARY, PUMP ~ Q
1 I ~ 1/ / / WATER FROM STREAM INTO EDW TO AID IN PLANT SURVIVAL AFTER ~ ~ ~ Q ~
4" PVC DRAWDOWN ~ / i ~ / MICRO ~i STRUCTURE ~ ~ 1 PLANTING IS COMPLETE. ti ~ ~ ~ ~ 2 ~ ~ ~
I ( POOL / 1 10. HYDROSEED ALL DISTURBED AREAS ABOVE PERMANENT POOL WITH ~ w
~ - ~ 1~ / / APPROVED NATIVE HERBACEOUS SEED MIXTURE. w Q a ti `n ~ o
1 - 1 ~ / 1 11. INSTALL EROSION CONTROL MAT BLANKET OVER BERM PER o ~ z ~ ° ~ w' o Q ¢ v M W O W ~ W
1 ~ ~ It q / j MANUFACTURER'S RECOMMENDATIONS. ° Q °z w ~ ~ ¢ y o
i 1 WILLOW OAK ~ I fi ~ / ~ ~FZ=U` o U g U~ U ~ 12. SCHEDULE INSPECTION WITH TOWN OF HOLLY SPRINGS ENVIRONMENTAL a = o w w ~ ~ ~ w ~ w
1 i - ~ ~ / ~ , / ~ SPECIALIST, w o w ~ o 0 o f o Y
1 i ~ II cn ~ / / ~ ~ II / / QYnQ ~ a["n a~ of 13. UPON APPROVAL REMOVE SILT FENCE.
~ ' ' II %
i ~ I / I i 1 SYCAMORE i N I I / /
i - ~ / 1 ~ - I
- /
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i ~ / MARSH AREAS AND WET POND EDGE (ELEVATIONS 368.00 TO 370.00)
I ~ I / / SF DEPTH OF BOTANICA ~ Q
INUNDAl10N L NAME COMMON NAME J
S I ~ I 0" CHASMANTHIUM LATIFOLIUM (MICR X.) YATES RIVER OATS ~
I/ ~ ~ ~ 3" HIBISCUS MOSCHEUTOS ROSE OR MARSH MALLOW j
/ ~ I ~ ~ I / ~ 3" IRIS VIRGINICA SOUTHERN BLUE FLAG O
~ V >1' VALLISNERIA AMERICANA WILD CELERY Q
GRAPHIC SCALE M PP ~ >1 LE NA S COMMON DUCKWEED Q
zo a ~o zo +o eo 1' * ELEOCHARIS SPP. SPIKERUSH ~ I' ,
s W 1' * LOBELIA CARDINALIS CARDINAL FLOWER Q
1' * PELTANDRA VIRGINICA ARROW ARUM ?
0 z * oZ 1 PONTEDERIA CORDATA PICKERELWEED ~
(IN FEET ) 1 inch = 20 ft. O 1' * SAURURUS CERNUUS LIZARD'S TAIL V \
* INSTALL MINIMUM OF 3 OF THESE SPECIES. Z
DEEP POOLS (ELEVATIONS 366.00 TO 368.00) FOREBAY AND MICRO POOL ~ O
SIZE BOTANICAL NAME COMMON NAME Z W
V) 1 GAL. POT LEMNA SPP. COMMON DUCKWEED O
Z 1 GAL. POT NUPHAR LUTEA SPATTERDOCK, COW LILY ~
100 YEAR STORM ELEV. =APPROXIMATELY 376.50 1 GAL. POT NYNPHAEA ODORATA FRAGRANT WATER LILY ~ W
6' BERM 6' BERM 1 GAL. POT NELUMBO LUTEA WILLD. WATER LOTUS ~
TO OF BERfd ELEV = 371.00 V O TO OF BERM 1 GAL. POT ALLISVERIA AMERICANA WILD CELERY T ELEV = 371.00 INSTALL MINIMUM OF 1 OF THESE SPECIES.
TEMPORARY POOL EIEV =371.00
THREADED 4' PVC CLEANOUT CAP 36" RCP
THREADED 4'x4'z2" PVC WYE W
TREE LIST
~ PREMANENT POOL ELEV =369_50 1' OF 2° INVERTED PVC ~PHON 0 ELEV =369.50
F.E.S. THREADED 4' PVC 90 DEGREE ELBOW ONE OF EACH RANDOMLY SPACED IN MARSH AREA
INV. OUT=369.70 INV =368.80 U =368.80 CALIPER BOTANICAL NAME COMMON NAME ONTY.
FOREBAY BERiI BOTfON BOTTOM 1" MIN, NYSSA AQUATICA WATER TUPELO 1 EA.
ELEV-~'~ ELEV = 369.50 ELEV VARIES ELEV=366.50 65 lF 4" PIS 65 ~ 4" 1" MIN, TAXODiUM DISTICHUM BALD CYPRESS 1 EA.
FOREBAY Pvc ®o.ar;~ DRAWING
1" MIN. QUERCJS LYRATA OVERCUP OAK 1 EA. eurrr
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2.0' x 20' x1.0' THK ANTI-SEEP COLLARS THIS DRAWING IS THE PROPERTY OF: ANTI- FLOTATION DENCE ,OLLMS PVC INV OUT PLANT WHERE INDICATED ON PLAN
Spaulding & Norris, PA INTEGRALLY ATTACHED TO =368.5 CALIPBER BOTANICAL NAME COMMON NAME QNTY. EX-1
RISER-BARRELL STRUCTURE and is not to be reproduced or copied in whole or in part without 1" MIN. QUERCJS PHELLOS WILLOW OAK 1 EA.
permission from Spaulding & Norris, PA. This drawing is not EXTENDED DETENTION WETLAND DETAIL
to be used on any other project and is to be returned to 1" MIN. PLATANUS OCCIDENTALIS SYCAMORE 1 EA. PROJECT NUMBER
Spaulding & Norris, PA, upon request.
304-0

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