20070744 Ver 1_Site Plan_20070613

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i ~ ~ , r i ! 1 / . 1 1 to \ ` v\ ' ' ' I J i I / • 1 1 I 1 I 1 y/ M ~ \ ~ 1 r I I I •T-' f a~ 1
i~OJ~GT~I~ 1~ND ~ ST~TISTIGS ~ 1 1 ! \ \ ~ ~ 1 1 i / 1 ` ~
' / ' I 1 I 1 i I/ k i ~ i ~ I I / ~ `fit i1 11l t''~ 't1 ~ F I ~t~ H-ES TER%`-,1
LOT PROP05ED USE AREA FLOOR SQUARE DENSITY NUMBER IMPERI/IOUS ' r 1 1 1 t 1; I.~ / I I 1 1 1 / 1 ' 1 I
ARE,4 FOOTAGE OF HOMES DOVER i ~ ~ L ( \ i t ? • r 11 r ! I ! ~ t I 1 ~ \ r l / ~ ~ ~ ' ~ ~ / / I ~ 1 - / / t 1 S 1'1%1 , 1 I ;
, ~ / ^ 1 y ' ~ r \ ' r ~ 1 y 1 ~n~ / ~ r ~ ~VI / . 980 Phi { r
RATIO t ~ 1 I L?` 1 M 1 1 f 1 / r i J L r . 1 / J ~ 0~4
ACRES ~/SF SF HOMES/AG 5K 1 ! y y ! LMr L \ ? L k ~ L 1 ~ I , 1 1 1 1 • • /
- ~ i 1/ 5 Y 1 r r 11: \ ' 1 1. ~ 1 / / J ( 1 I~ .4000
VILLAGE GOMMERGI~4L 4.7 0.10 20000 WA N/A a0 1 y~ ~ ri 1\ 1 / ? ! j' . ' - _ , • , 1 1 1 I 1 1 iS `tl~t ~ i~ / 1 t f t i+ f !
2 PILLAGE GOMMERGI,4L 3 O.Iq 25000 N/A WA QO 1 1 L 1 f ~ I ~ / L ~ ? ? ?l I 1 I ~ , t ~ , - / r ~ 1 ~ / ~ I 1 i \ / J ~ AA ''\y I i I err t r f r J . • ,r ; ~ 'V /
3 INSTITUTIONP~L / MEDICAL 13 0.35 200000 W~4 N/A 85 t i ` ...r 1 \ i L ~ ; L _ ~r 1 - 1 1 / / J ; . I / ~ ~ , 01
4 VILLAGE COMMERCIAL II.6 O.Iq g5000 WA N/A 90 ! r \ •11 I ~ 4 ' 1 ?ti L 5 ! ~ ~1 r ~ r ~ 1, . . ~ ~ / .00% 1 t ~ / 1' I~hB't 1
1 r ~ ` ~ I ! ~ ~ ~ f / ~ 1 / , ~ l r . • ~ s , ? ` 1 ~ ~1 ' A ill
5 INSTITUTIONP~L / MEDICAL I.q 0.12 10000 WA N/A 85 r? ~ I .1 I y t / ~ I / 1 / 1 / ~ ~ 4 1 1 f~
6 RESIDENTIAL - TOWNHOMES 17.5 WA N/A S.l 100 75 , ,1 y R ~ -I ~r f r'1 t 1 ~ ~ 1 r/ ,,y . 1 1 1 i / I J ,.y ~ v ~ i I 1 ' ~ / I 1 I i 6 I 1
7 RESIDENTIAL - NNLTI~RMILY 21.2 WA WA II.O 300 85 / 1 1 \ / / ~I I 11 • ' I ~ 1 / ` I, 1 1 '1 . J ,1 ! h \t I i ,l / . • 1 ~1 1 1 1 ! ~ I / 1 i r rtl ! / / `1 400
8 RE5IDENTI~4L - TOWNHOMES 15.3 WA WA 5.2 80 ~75 r I i 1 y y \ 1 1 / / ~ J - 1 I - / , r I N~-. I / . 1 , ~ / r-. ~ 1 1 l I 1 i 1 I 1 / 1
q RE5IDENTI/~L - TOWNHONIES Il.l W?~ WA 5.1 60 l5
10 RESIDENTIAL -SINGLE FAMILY 66.5 WA WA 2.6 175 35 i ` y ,1 _ y • ~ 1 ~r / ~ \ ~ I J I 'vr \`x,,,1'1,'.1
II STREET RIGHT OF WAY Il.l W~ WA WA N/A L ~ ~ ~ ~ 1 1 ti ~ ,~r ~ / / r ~ . • J 1 ~ 1 1 r , J 1 _.l ' ivti ~ . ~I c;.
~ , 1 I \ r ` 1 yr- r 1 I' I / ! 1 r E... ~ 1
\ •'1 L ,1 `fir i' / L ~ \ ~ L 1 I\/ ~ 1 ~ 1 1 11 ~ 11• I .~,,~..o..r 1.i1, rh~" 1 1 ~ \ , I 1,
TOTAL 184.1 350000 715 ~ \1 1 ? -rte-- \ ~ •'r ^~^w ~ r , ~ .r,~ i 1'I II hI \ ~ ~ i 1 1 1 .1 1 ~ ',1
y ~ A / 1 L~. ~ 1 ~ ~~l r~ 1 ' ! / 1 ~ r I , i 1 f ~ M iy,,' ~ , Y It • \ 1 1 1 I ~t i r ! 1 ' r r. 4r. • r., 1 i r~ 1 [i,, I ,IY;n,1 1 1 1 1 i 1 t •tit ~t ,i t ~~'(j
NOTE : THESE LAND USE STP~TISTIGS f~RE CONCEPTUAL IN NATURE AND INTENDED TO ILLUSTRATE THE TYPE AND INTE1~511?Y t ~ L ~ ~ y ~ ~ ~ ~ 1 I , , 1 ' 1 ! ! L y , 1 / ~ I I r y1 a , 1 1 1 1; i!' j 1 1 f: d! / 1 ~ / ~.f. r -ryS.w ~ `'t .1;1;, 11 1 II I 1 tt i ;4 \i ti ` r } to 1 t 1 ~1' t 1\ \ ~ 1~' ~ 1
OF THE CURRENTLY PROPOSED USE. THESE U5E5 ,4ND INTENSITIES ARE SUBJECT TO GH~4NGE. ALLOWABLE USES, DENSITY ~ 1 1 L 1 r I ~ ~ ~ y 1 r 1 ~ 1 ' i y r y ~ 1 1 i- r ~ ~ , f
AND INTENSITY WILL BE A5 ALLOWED BY THE UDO. INDI~(IDUAL DETAILED PRELIMIIJ~RY PLANS WILL BE SUBMITTEa.,FQfi: r . I t y , ! ~ , 1 1 . ~ ! 1 ! / / 1 ~ i r •.il:~ 4 .1 •U,. y 11. ~ 1 ~ ~ 1 ' I 1 1 t / l / ! \ ~ l c } S~h~ f sr,. r ~ 3` t' 1 1 I . 1 ~ ~ t e
E~GH LOT IN THE. FUTURE. , ~ ~ l 1 l l f ! L 1' 1 1\ i ~ 1 I f,,,Y/,~~ 4J'~. .f 1~1 1t~1` I 1 ~ ~ i 1 i I I 1 1 ! ~ / 1 \ t-r'~y i. I ~,ct~ , { t+, l i 1 ~ I i 1 I 1
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OENa . WATER QuaLIJ-~ 2 0 4 70 7 4 4
MttAND,S AND STORMATER 'b
REv i s i aN #1 COMMENT5 MARCH 12, 2007
S V4A T50N T RA%C T SCALE: I' = 200 RREV I 5I ON # 2 COMMENTS APRIL i I 2007 I
PRIEST,CRAVEN ASSOCIA REVISION #3 GONSTR, PLANS JUNE II 2007 ,rIATES, NC. OF
D CARTER ATLANTA, GA. PR F: \LANp PROJECTS\XOTHER5\2006-0I 1. 001 GARTER - l-ATSON TRhGT\DWG\bETLAND IMPACTS\06-07 SUBMI TTAL\ BASE-06-07. CWG , Jun 12, 2007 - IQ 14 AM , DRA^N BT: GN27 R. MEADOWS DATE: DECEMBER 27, 2006 S(oHEMAT I G LAND USE PLAN LAND USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS /SUR 3803 - B Computer Drive, Sµite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288.1 SURVEYORS /ENGINEERS
4288. Email [e-mail]
PROJECT: 2006-011.001
PREL I M I N/1RY NOT CRY NOT-RELEASED FOR GONSTRUGTI0N

W~cTSON T~GT
WETLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE ~ ~ M / 1
PERMANENT WETLAND, CHANNEL AND NEUSE BUFFER iMPAGT TABLE TEMPOR UN i MPORTANT / I NTERM i TTENT STf2EAM5 MPORARY WETLAND, CHANNEL AND NEUSE BUFFER IMPACT TABLE 1 HESTER I I I ~
i
IMPACT SHEET PURPOSE OPEN WATER WETLANDS CHANNEL NEUSE B IMPACT ~T SHEET PURPOSE OPEN WATER WETLANDS CHANNEL NEUSE B PAGE 2865 ED r PAGE 86CJ
N0. ZONE I ZONE 2 TOTAL N0. ZUIJE I Z 2 TOTAL 1 800K OF MAPS 1980 A X80 PAGE 126
SQ. FT SQ. FT. SQ. FT. L i NEAR FT. SQ. FT. SQ. FT. SQ. FT. 5~. FT SQ. FT. SQ. FT. LINEAR FT. SQ. FT; Q. T. SQ. FT. ,f r ~
I 3 ROAD CROSSING JURISDICTIONAL 0 G 1998 I50 9750 4746 14496 ~ 7 6 SEWER JURISDICTIONAL O O 530 20 8 817 2045 .r ~ f ~
5 5 ROAD CROSSING JURISDICTIONhL 0 6157 0 0 0 0 0 i i. r ~ ~ ~ ~ / i r
b 5 DAf~I REPAIR JURISDICTIONAL 350 4129 O 0 17037 10823 27860 TOTALS / i
_5 0 0 530! 20 1228 817 20 C.~ , , ~ J?~ i oo~ 40
8 3 STORP~I SEWER DISCH. JURISDICTIONAL 0 0 0 U 621 406 1027 Jam, ` ~o ~ /f `I ~
/ ~ / ~ / /
TOTNLS 3517 10286 1998 150 27408 15975 43383 I~ Ilk~
TOTALS - 150LATED 0 0 0 0 0 0 1 .~r~ ~
TOTALS - JURISDICTIONAL 350 10286 1998 150 27408 15975 43383 I~ I~ ,
Ul
~ . I~ - STORM~KT~i ~
PERMANENT WETLAND, GHftNNEL AND NEUSE BUFFER IMPACT TABLE 1, ~ f~. _ h1iMI~GEhENT I~REA II
IMPORTANT / PERENNIAL STREAMS r `
111PACT ShiEET PUKPOSE OPEN WATER WETLANDS CHMlNEL NEUSE B if i i~
PJO. Zt~NE I ZONE 2 TGTAL S~.FT SQ. FT. SQ. FT. LINEAR FT. SQ. FT. SQ. FT. SQ. FT. 1 i ~ ~ 4000 Of- <YA
' ~l STORt1~MrA16t=
2 a ROAD C,RC~SING ~URISDIGTIONAL 0 0 3799 120 7838 4394 12232 ~ • Ni~1410 1~., ; ,ti
3 ~I CLAM REPAIR .1URISDICTIONAL 350 834 0 0 7250 4364 11614 J to t ~ .,i • ~ .00
4 5 ROAD CR0551NG JURISDICTIONAL O 0 3700 150 9354 4516 1387 ~ , ~5 i l 1.~'. '
• . , 1 ' 1 - .Y' .t j / ~,r r
9 4 STORM SEWER DI SOH. JURISDICTICNJAL 0 186 0 0 604 40 1006 1. ~ ti : ;t,
10 7 STORh1 SEWER DISCH. JURISDICTIONAL 0 0 0 0 739 40 II46 /i ~ ,14;
II 8 ST~RPI SEWER DISCH. 1URISDICTIONAL 0 0 0 0 607 4 1014 ~ d~ ~ ~ / ~ 0. ~ ti . ~ d •~r~~ 'ar't ~1 l ~'I `.t. ,tl ~ ~ ~ 11 is ~ - t:~1, rF:" 141 li~~.
12 6 STORM SEWER D15CH. 1URISDIGTIONAL 0 0 D 0 643 4 1094 W 1 _ r• ~ j; ifi: X21. ~~1~'. .,lli i. i ,,.,i ~ I
Q~ ~ ~ ,oo P ^n ~ l ~ era . 1' !It~ i i
13 5 DAM REPAIR JURISDICTIONAL 0 0 267 25 V" V~ \ 'i1~, ~4 ~ 1 1 4 1
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a''r ,S` ,~,~r r~ r WETLAND INFORMATION SHOWN ON THESE MP~PS W TAKEN FROM A WETLAND DELINEATION MAP PREP BY JOHN R, PHELPS JR. , PROFE551 ON,~L SURVE AND DATED 3/ 26/ 200h. PS WAS
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SCALE: 5CALE: i' = 200 REVISION #2 G01MENT5 APRIL . • 2007
PRIEST,CRAVEN ASSOCIAT. REVISION N3 CONSTR. PLANS JUNE II 2007 LAND USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS /SURVEY 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. Email RTES, NC. 2 of
V4ATSON TRACT DATE: )ATE: DECEMBER 27, 200b WETLAND I MPACT MAC'
LVEYORS /ENGINEERS
CARTER ATLANTA, GA. PROJ E( ' ROJ ECT: 2 ..Email [e-mail]
F. \LRND PROJECT5\XOTHER5\2006-01 1. 001 CARTER - WATSON TW1CT\pW6\1-ETLAND IhPACTS\C6-07 SUBMI TTAL\ BASE-Ob-07. CyJG , Jun 12, 2007 - 10. 13 M1 . DRAWN BY: GARY R. MEADOWS PRELIMINARY NOT-REE DT-RELEhSED FOR GONSTRUGTION

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REVISION #1 COMMENTS MARCH 12, 200"1
5 V4A%TSON TRA%CT SCALE: i = 50' REVISION #2 STS APRIL 2001
PRIESTCRAVEN ASSOCiA REVISION #3 CONSTR. PLANS JUNE II 200 ' d4 ,IATES, NC.
D GARTER ATLANTA, GA. PF DATES DECEMBER 27, 2006 IMPACT DETA I L OF
LAND USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS 0 SUR`V SURVEYORS /ENGINEERS
PROJECT: 2006--011,001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax [phone]. PRELIMINARY NOT -1288. Email PriestCravenQnc.rr.com ~ I
F \LAND PRi7JEGT5\xaTHER5\2006-01 I .001 CARTER - WATSON TRACT\DWG\WETLAND II-Fi1GT5\06-07 SUBMI TTAL\ BASE-06-OJ. OWG , Jun 12, 2007 - IO. 08 AM ,DRAWN BY: GARY R, MEADOWS ,RY NOT-RELEASED FOR CONSTRUCT ION

DWQ Pr ' t Plo. DWQ P " No. DWQ Project No. DWQ Project No. 1
DIVISION OF WATER QUALITY • 401 EXTENDED DETENTION and POCKET' WETLY l ( tET' WETLAND WORKSHEET DNISION OF WATER ' DIVISION OF WATER QUALITY • 40i EXTENDED pETENT QUAUTY 401 EXTENDED DETENTION and POCKET WETLAND WORKSHEET ( ) ° • 4 1 EXTENDED DETENTION and POCKET WETLAND WORKSI~E'T DIVISION OF WATER QUALITY 0 )ED pETENTIOM and POCKET WETLAND WORKSHEET i }
I. PROJECT INFORMATION lease com lete the folbv~ information}:
I. PROJECT INFORMATION (phase complete the folbwing information); _ Project Name : WATSON TRACT WEST I. PROJECT INFORMATION ass com to the followin bformation : I. PROJECT INFORMATION ease com late the fdbwi information (Pb (I~ P n9 Pb 9 ) Project Name : WATSON TRACT WEST Project Name : wATSON TRACT W$ST (p P n9 informationj. r9 Project Name : wATSON TRACT WEST
Contact Person; DEBBIE EDWARDS Phone Number: 919 256-4 19 256-4512 CantactPerson: DEBBIE £DWARDS Phone llmbef: 919 256-4512 CantactPerson: DEBBiB BDWARDS Php~ N ' 919 256-4512 Contact Person; DEBBIE EDWARDS Phone Number: 919 256-4512 Phone Number. _ ) Far ro'ects with mufii bass s eci which bass this worksheet a Mes to: Drains a Point #a Drains a Point #3 p~ , ~ 9
For projects with multi le basins, s 'which basin this worksheet a lies to: Drains a PoinC ~ P P~ PP ~ e PoinC ~1 For ro'ects wllh multi le basins s e ' which bash this worksheet lies to: Drains a Point #2 For o' is with mrftti le basins, ci which basin this worksheet ~ P 1 P . P aPP g Pr l~ P ~ sheet to P ! R
Permanent Pool Elevation z 7 z • o ft. (elevation of the orifice invert out) Tem ra Pool Elevation 273 . o ft. elevation of the outet structure ii 'ice invert out Permanent Pool Elevation 292 . o ft. elevation of the orifice invert out Permanent Pool Elevation 27 0.5 ft. (ale ( } ,tit structure invert in Tem ors Pool Elevation 2 . o ft. elevation of tfie outlet structure invert in Te ors Pool Elevation 272 . s ft. (ale Permanent Pool Elevation 232 • o ft. elevatron of the orifice invert out) (elevation of the orifice invert out) . Tem ors Pool Elevation 2 34 . o ft. elevation of the auUet structure invert in) (elevatron of the outlet structure invert rn} P ry
Pa rY ( P ry 94 ( ) mP ry
Permanent Poal Surface Area 225 62 sq, ft. (water surface area at permanent Drainage Area 13.9 ac. (on-site and off-site drainage to tl' at rmanent of elevation Permanent Pod Surface Area Ia362 s . ft. watersurface area at ermanent ool elevation Permanent Poal Surface Area 23366 sq. ft. (wa pe Po } q ( p P 1 drains a to the basin Drains a Area 6 - + ac. on•site and offsite drains a to the basin Drain a Area 15.1 ac. (on• Permanent Pool Surface Area 14 830 , ft. water surface area ~ ermanent pool erovafion) w t of elevation ~ ( P I. ft. later surface area at permanen po ) _ Drains a Area ~ 9 ~ 6 on-site and off-site drains a to the basro) t 9 (on-site and off site drarnage to the basin) 9
Impervious Area 12.5 ac. (on-site and off-site dr~nage to t>' 9 } 9 ( 9 ) a9 drain a to the basin Im rvious Area s . 7 ac. on-site and off-site drains a to tie? basin t ions Area 12 . e ac. (on• a9 ) Pe ( 9 } Im envious Area e ~ 2 on-site and oft site drainage to the basin) r ( (on•s~te and off-site drainage tp the bas n) p o ~ Foreba Surface Area 2225 s . ft. at rmanent oct elevation a proximately 1596)'
Forebay Surface Area 34 0 0 sq. ft. (at permanent pool elevation apps Marsh Q"•9" Surface Area 7 931 sq. ft. (at permanent pool elevation apps elevation a raximalel 15%' Foreba Surface Area 15 s 4 s . ft, at ermanent elevation a oximatel 15°/° ' Foreba Surface Area 3 s o s sq. ft. (ai ~ PP Y } Y q (P ~ PIx Y 1 Y elevation a raximalel 35% ` Marsh 0"-9" Surface Area - 627 s . ft. at ermanent I elevation a roximatel 35%' Marsh 0"-9" Surface Area a 178 sq. ft. (at ~ PP Y ) ~ q (P P~ PP Y } 15 /o q t Pe P P . ft. ai permanent ool elevatron approximately ) Y I ( P ° ~ Marsh 0"-9" Surface Area 5190 s . ft. at rmanent ool elevation a roximatel 3596)' /o q l Pe P PP Y I. ft. (at permanent pool elevation approximately 35 }
Marsh 9"-18° Surface Area 7931 s . ft. (at ermanent pool elevation apps q P elevation a raximalel 35°~' Marsh 9"-18° Surface Area 3627 . ft. at ermanent of elevation a aximatel 35°/°' Marsh 9"-18" Surface Area 817e sq. ft. (at ~ ~ (P Po PPr Y ) PP Y ) ° ~ Marsh 9"•1$" Surface Area 5190 s . ft. at ermanent of elevation proximately 3596)' ate i v i r x m 135 to q ~ P Po ~ ft. ( rmanent as ele at on app o i ate y ) I P P ° * Micro Pao) Surface Area 2225 s . ft. at ermanent ool elevation a roximately 1596) n ro r tel 15 ~ q ~ P P PP
Micro Pool Surface Area 39 0o sq. ft. (at permanent pool elevation apps elevation a roximalel 15%' Micro Pool Surface Area 1 s s4 . ft. at ermanent (elevation roximalel 15%' Micro Pool Surface Area 3 5 05 sq. ft. (at ~ PP s9 (P p~ aPP Y } Y ) 1. ft (at permanent ool e(evatra x ma y } P aPP
Temporary Pool Volume 93924 cu. ft. (volume detained on top of the pe a t of the ermanent ool Tem ors Pool Volume 19ass cu. ft. volume detained onto of the rmanent ool Ternpora Pool Vdume 447oa cu. ft. (vol op } P p P ry ( P Pe P) ry Tem ors Pool Volume 28367 cu. ft. volume detained on to of the erm~ent pool) r. ft. volume detained on to of the ermanent ool ( P P ( P P P) p ry
in a area ratio ~ SAIDA used 3.74 surface area to drains a area ratb)' SAIOA used 3 . s5 (sui surface area to drains a area ratio' SAlDA used 3.55 (surface area to drainage area ratio)' ( 9 )
SAIDA used 3.79 (surface area to drdnage area rat Diameter of Orifice 3 . s in. (draw down otif~e diameter) a9 ) ( 9 liameter l~iarneter of Orifice 2 . s in. draw down orifice diameter Diameter of Orifice 3.5 in. (dr ( ) draw down orifice diameter Diameter of Orifice 3 . o in. (draw down orifice diameter) ( j
Il. REQUIRED ITEMS CHECKLIST II. REQUIRED ITEMS CHECKLIST II. REQUIRED ITEMS CHECKLIST II. REQUIRED ITEMS CHECKLIST
Initial in the provided to indicate the following design requirements have been met and supporting rd su ortin documentation is attached. if a initial h the ace rovided to indicate the folbwin de ' n uirements have been met and su rtin documentation is attached. If a Initial in the space provided to indicate the following design requirements h~ PP 9 sP P 9 w9 ~l PPo 9 d. tf a Initial in the s ace rovided to indicate the folio ' des' n re uirements have been met arid su rti documentation is attached. If a qurrements have been met and supporting documentation rs attache P p ~9 ~ q Ppo n9
re uimment has not been met, attach an a anation of wh . At a minimum, a compote stormwater mane. q ~ Y rmwater mans ement Ian subnuttd includes uirement has not been met attach an ex ianation of . At a minimum, a co ate stormwater man meet Ian submittal includes requirement has not been met, attach an ex lanafron of why. At a minimum ~q ~ P +~Y ~ ~ P P 9 p MPs and outlet structure delaiLs a deta~ed a worksheet for each BMP desi n calcwlations fans ~d s lions showin all BMPs and outbt stn~ture details, a detailed a worksheet for each BMP, des' n calcutatians, tans and specifical'bn At a 'imam c lades r urrement has not been met attach an ex larrafion of wh . At a n>inimum a com fete stormwater man ement Ian submittal includes mn , a orn lete stormwater management plan submittal inc e4 ~ P Y ~ P a9 P P , 'fical'rons sho ' ll B P a trot are details a detailed a worksheet for each BMP desi n calculatrions tans and s ecificatrons showin all BMPs and oulrot structure detail, a detailed specr wing a M s rid out struct ~ 9 • P P 9
a worksheet for each BMP, deg n calculations, Ions and s ecitications showi ~ t3MPs and out 9 P P n9 drain e n and a full executed operation and maintenance agreement. An i~omplete submittal pay a9 Pb Y •P P 9 ~ P 9 submittal acka a will result in a r uest for drat a Ian and a full executed a ration and maintenance a ment. An incom late submittal adc w~ result in a request for drainage plan and a full executed oper~ion and maintenance agreement. P 9 e4 ~9 P Y Re 9~ P P~ Y ~ eement. An incom lete submi al ack a wiN r suit in a re uest for drains a Ian and a full executed o eration and maintenance regiment. An incom fete submittal result in a request for tt e P P~~ ~ P P a9 q g P Y a9 P
additional inform ion and will substantially delay final revbw and approval of the ~oject additron~ information and will substantial) Bela frnal review and provaf of the pro'ect additional information and will substantiaf ly delay final review and a~rovd c Y Y aP 1 rrrd rove of the ro ect additional information and will substantially delay find review and approval of the project a~ P 1 A~uiicants Initials
Applicants Initids The temporary pool controls runoff from the 1 inch rain. A ~lirants Initials Applicants Initials The tam or aol controls runoff from the 1 inch rain. The temporary pool controls runoff from the 1 inch r~ P ~Y P n the 1 inch rain. The temporary pool controls runoff from the 1 inch rain.
The basin she slopes are no steeper than 3;1. The basin side sb es are no ste than 3:1. The basin side slopes are no steeper than 3:1. P ~ han 3:1. The basin side slopes are no steeper than 3:1. h t s ies and densities is rovided. A planfin plan for the marsh areas wish ants and densities is rovided. 9 ~ p~ P
A anti for the marsh areas with ant species and densities is provided. n9 ~ PI l~ Ve etatbn above the permanent pool elevation is specified. 9 is rovided. A lantin fa the marsh areas with ants ecies and densities is rovided. A planting plan for the marsh areas with plant specis P 9 P~ PI P P P U station above the rmanent I elevation is specified. Vegetation above the permanent pool elevation is sf e9 Pe P~ ~ P~ P elevation is s cified. Vegetation above the perrn~ent pool elevatron is specified. Pe
An emer enc drain is provided to drdn the basin. 9 Y The temporary pool draws down b 2 to 5 days. An emer en ~aMn is vided to drain the basin, An emergency drdn is provided to drab the basin. 9 cY Pro The tam draws down in 7 to 5 da s. The temporary pod draws dawn in 2 to 5 days. Pa~Y P~ Y n the basin. An emergency drain is provided to drain file basin. ~ 5 days. The temporary pool draws down in 2 to 5 days.
Sediment storage is provided in the permanent pool. Sediment stor is ovided in (he ermanent ool. Sediment storage is provided in the permanent pooh ~ Rr P P "See A sediment dis area is rovided. *"See A sediment di area is rovided. rmanent pool. Sectmenl storage is provided in the perm rent pool. "See A sediment dis osal area is rovided.
"See A sediment disposal area is provided. Nate Access is proved for maintenance. P~ P P Nate Note Access is rovided for maintenance. Access is provrded for maintenance. P P p Note Access is provided for maintenance.
A site s ific si ned ~d notarized eration and maintenance agreement is prc P~ ~ 9 oP ~eement is rovided. A site s gfic, ' ~d notarized o oration and mabtenance a reement is rovided. A site specific, signed and notarized operation and r pe P 9 P P Ian. The drain a area includin an oifsite area is delineated on a site Ian. The drains a area (including any ofisite area} ~ ddi ~erafion and maintenance a regiment is rovided. A site specific, signed and notarized o eration and maintenance a regiment is ovided. 9 P P 9 Pr e area ~ delineated on a site Ian. The drainage area (including an offsite yea) is deline~ed an a site plan. P Y
The drain area bdudin an offsite area is delineated on a sfte plan. ~ ( ) 9 Y Access is provided br maintenance. a9 ~ 9 Y } P 9 P Access is ovrded far maintenance. Access is provided for maintenance. Pr Access is provided for maintenance.
Plan details ~r the wetland are provided. Plan details far the inbt and outlet are provided. Plan detaails for the wetland are rovided, Plan details for the wetland are provided. P Plan tletaks for the inlet and outlet are rovided. Plan detdls far the inlet and outlet are provided. P ;tl. Plan details for the wetland are provided. rovided. Plan details for the inlet and outlet are rovided. P P
A sfte s ci6c ation and mainten~ce a reement, si ned and notarized by the re; Pe ~ 9 9 zed b the res onsible art is rovided see A site s ecific oration ~d maintenance reement, si nod and notarized b the responsible is rovided see A site specific operation and maintenance agreement, si ( P oP a9 9 Y PAY P ( Y p P Y P a regiment, si eel and notarized b the re sible art is rovided see A site specific operation and mainten~ce a regiment, si rigid and notarized b the res onsible part is provided see 9 9n Y ~ P Y P ( 9 g Y P Y landsloandm.doc). http:l(h2o.ehnr.state.nc.uslncwetlandsloandm.doc .
htt :lfi2a.ehnr.state.nc.uslncwetlandsloantlm.tloc). P }Pocket Wetlands have different des' ar~neters and are onl assumed to remove 3596 TSS ~ See pp ~P Y h :Im2o.ehnr.state.nc.usincwetlandsloandm.doc . htlp:llh2o.ehnr.state.nc.uslncwetlandsloandm.~ ttP ) tSS -See .19 and 20 of the NC DENR 'Pocket Wetlands have different des' n ameters and are onl assumed to remove 359b TSS -See .19 and 20 of the NC DENR `Pocket Wetlands have different design parameters and are only assumed pp r9 P~ Y PP ~nl assumed to remove 35°/o TSS -See .19 artd 20 Of the NC DEN R 'Pocket Wetlands have different desi n arameters and are onl assumed to remove 35°!o TSS -See .19 and z0 of the NC DENR Y PP 9 P Y PP
Stormwater BMP Manual A ril 1999.1076 o n water, 5096 h' h marsh, 40°~ low marsh. P Pe ~ Stormwater BMP Manual, A ril 1999.10% en water, 50% hi h marsh 40°/0 low marsh. Stormwater BMP Manual, April 1999.10% a en water, 50°/o hi h marsh, 40' P oP 9 ~ P 9 h marsh, 409b bw marsh. Starmwater BMP Manual, Apr01999.10°/0 o n water, 5096 hi h marsh, 4096 low marsh. 9 Pe g
"Note: "`Note:
Final desi n of ermanent stormwater devices includin all checklist items) to be submitted at a ( 9 9 p ibmltted at a future date once Final desi n of ermanent stormwater devices includin all checklist Items to be submitted at a future date once Final design of pemnanent stormwater devices (including ail checklist 9 P ( g ) individual lot devela ment laps have been com leted. individual lot development plans have been completed ail checklist items to be submitted at a future date once Final design of permanent stormwater devices includin all checklist items to be submitted at a suture date once ~ ( 9 ) individual lot development plans have been completed,
individual lot develo ment plans have been completed. P P P p
DWQ Project No. DWQ Pr 'ed Na. DWQ Project No. of DWQ Project No,
DIVISION OF WATER QUALITY • 401 EXTENDED DETENTION and POCKET'S WETLA ;ET' WETLAND WORKSHEET DIVISION OF WATER QUALRY • X01 EXTENDED DETENTION and POCKET' WETLAND WORKSHEET DIVISION OF WATER QUALITY • 401 EXTENDED RETENI ( ) ) DED RETENTION and POCKET WETLAND WORKSHEET DIVISION OF WATER QUALITY • 401 EXTENDED DETENTION and POCKET* WETLAND WORKSHEET { ) ( j
I. PROJECT INFORMATION lease com ete the folbwu~ informationj; ( PI 9 P I. PROJECT INFORMATION lease com late the folbwac information : I. PROJECT INFORMATION (please complete the following informatia (P P 9 } information : I. PROJECT lNfORMATION (please complete the followin informafion : n9 ) g )
Project Name : WATS4N TRACT WEST t DEBBIE EDWARDS Phone Number: 919 256-45 PfO~ect Name : WATSON TRACT WEST Project Name : WATSON TRACT WEST 1 9 256-4512 Contact Person: DEBBIE EDWARDS Phone Number. 919 256-9512 Contact Person: DEBazE EDWAROS Pho Project Name : WATSON TRACT WEST Phone Number. 919 256-4512 Contact Person; DEBBIE EDWARDS Phone Number: 919 256-4512
Contact Person: r ro'ec s with mull' ~ basins s cif winch basin this worksheet a IieS to: Drains a Point # fo p i t ~ , pe Y PP e Point #5 For ro'ects with multi le basins which basin tltis worksheet ties to: Drains a Point #6 For pro'ects with multi le basins, specify which basin this worksheet applies P 1 P ~ ~P 9 i p sheet a ies to; Drains a Point For projects with multiple basins, s eci which basin this worksheet a lies to: Drains a Po int #s Pfd g P PP
t Pool Elevation 239 • o ft, elevation of the orifice invert out) Permanen ut Perm~enl Pool Elevation 2 3 6.5 ft. elevation of the orifice invert out Permanent Pool Elevation 2 7 3 . o ft. (elE ~ce mvert o ( } 1 elevation of the orifice invert out Permanent Poo! Elevation 258 . o ft. elevation of the orifice invert out ~ ( )
P I EI v ' 291. o ft. elevation of tfie outlet structure in Tem ors oo a anon P ry clure invert in Tem a Pool Elevation 23 e . 5 ft. elevation of the outlet structure invert in Temporary Pool Elevation 27 s . o ft. (el~ et stns ( ) 1 I~ ry elevation of the outlet structure invert in Temporary Pool Elevation 260 . o ft. elevatron of the outlet structure invert in ( ? ( }
n Pod Surface Area 2 ~ 4 a o s . ft. ~vater surface area at permanent Permane t q ool elevation Pem~anent Pool Surface Area 24478 g , ft. water surface area a< rrnanent of elevation Permanent Pool Surface Area 10604 sq. ft. (wa at ermanent ( pe Po ) P ) q P . ft. water surface area at ermanent ool elevation Permanent Poal Surface Area 3558 s . ft. water surface area at ermanent ool elevafion 1 1 P P 4 ( P P )
19.4 ac. on-site and off-site drainage to th Dram a Area ( a9 o the basin Drs' Area 18 • o ac. on-site and off-s'~e dr~na b the basin Drainage Area 14.5 ac. (on } mage drains e t ( 9e } 9 on-site and off-site drains to the basin Drainage Area 5 ~ 3 ac, on-site and off-site drains a to the basin ( 9e g ) on•site and off-site drain to the basin Impervious Area 1.4 ac. on-site and off-site drains a to the basin
15.1 aC. on•site and off-site drainage to fh Im rvrous Area ( pe Surface Area ~ 1x7 . ft. at ermanent pool elevation appr Foreba sq ( P Y the basin Im nrious Area 13.5 ac. on-site and off-site Bran to the basin Impervious Area s . 6 ac. on drains a to age } ( ) pe 9 elevation a raximalel 15°~' Foreba Surface Area 3672 s . ft. at ermanent pod elevation a roximalel 15%}' Forebay Surface Area 1590 sq. ft. (at Y q ( I} PP Y PP Y ) t ~ 9 . ft. at ermanent of elevation a roximatel 15% ` Forebay Surface Area 534 s . ft. at rmanent I elevation a roximatel 15°6' t (P Po PP Y ) q (Pe P~ PP Y )
" rface Area 9b31 s , ft. at ermanent pool elevation appr Marsh 0 -9" Su q ( P ;levalion a roximalel 35°/0' Mesh 0"-9' Surface Area 8567 . ft. at ermanent ool elevation a roximatel 35%' Marsh 0"-9" Surface Area 3712 sq, ft. (at ~ (P P PP Y } P ~ P Y ;levation a roximatel 35%' Marsh 9"•18" Surface Area as67 . ft. (at permanent pool e3evation approximately 35°~)' Marsh 9"-18° Surface Area 3712 sq. ft, (at . ft. at ermanent ool elevation a roximatel 35%' Marsh 0"-9" Surface Area 1245 s . ft. at moment ool elevafion a roximatel 359b' I (P P PP Y) q (P~ P PP Y) . ft, at ermanent I erovation a roximatel 35%' Marsh 9"-1$° Surface Area 129 s s . ft. at moment ool elevation a roximatel 3596' t l P P~ pp Y ) g (P~ P PP Y )
M Si19"-18" Surface Area 96 31 s . ft. (a# pem~anent pool elevation appr ar q Micro Pool Surface Area 4127 s . ft. at pem~anent pool elevation appr q ( PP Y ) ~ ~Isvation a roximatd 1596' Micro Pod Surface Area 3672 s , ft. (at perm~ent pool elevatron approximately 15%}' Micro Paol Surface Area 1590 sq. ft, (at PP Y } q 1. ft. tat permanent ool elevation roximatel 15°/° ` Micro Pool Surface Area 534 s , ft. at erm~rent erovation roximatel 1596' P aPP Y ) q (P l~ ~P Y )
~ to of the ermanent Tem ors Pool Voksne 474x6 cu. ft. vowme detdned on to of the permanent pod) Temporary Pool Uohrme 20965 cu. ft. (vo' P rY ( P ft. volume detained on t of the ermanent aol Tem ar Pool Volume 7 04 2 cu. ft. volume detained on t of the erm t oP P P j P ~Y ( op p anent oolj P
T r Pool Volume 52855 cu. ft. volume detained on top of the pe em P P Pte)
SA1DA used 3.2 s (surface yea to drainage area rat ins a area ratio ~ SAIDA used 3.12 surface area to drains a area ratb}' SAlDA used 1.68 (su ( 9 9 ) surface area to drain a area ratio ~ SAIDA used 1.54 surface area to drain a area ratio ' ( a9 ) a9 )
draw down orifice diameter 3.5 m Olarneter of Once { liameter Diameter of Orifice 3.5 in. (draw down orifice diameter) Diameter of Orifice 2.5 in (dr. (draw down once diameter) aiameter of ounce 1.2 5 in. (draw down orifce diameter)
II. REQUIRED ITEMS CHECKLIST II. REQUIRED ITEMS CHECKLIST II. REQUIRED ITEMS CHECKLIST Il. REQUIRED ITEMS CHECKLIST
ovitled to indicate the folbwin desi n re uirements have been met and supporting Intttal nn the space pr 9 9 A ortin documentation is attached. if a Initial in the s ace rovided to indicate the thNowin desi n re uirements have been met and su arlin documentation is attached. 1f a Initial in the space provided b indicate the folb ' d ' n r utrements h ~d supp g P P 9 9 q PP 9 ~9 ~9 ~ ukements have been met and su rt' documentat~n is attached. Jf a Initial in the space provided to indicate the followin des' n re uirements have been met and su rtin docurnenlatio i ~ PPo m9 9~ q ppo g n s attached Jf a
uaement has not been mat attach an ex tanat+on of wh , At a minimum, a complete stormwater mom ?e9 ~ p Y w r mans ement Ian submittal includes re uirement has not been met, attach an ex lanatian of wh . At a minimum, a com fete Stormwater mans ement Ian submittal includes requaament has not been met, attach an exptana~on of ~Y. At a rrMnirrnar rm ate g p 4 Q Y P 9 P nil outlet structure details a detailed a worksheet for each BMP des n ca~ulations laps ands cificatians showin all BMPs and outlet structure details, a detailed a worksheet for each BMP, de ' n calculat'~ons, laps and anon MPs a ~ w9 P ~ p Pe 9 At a rrMnanum, a com fete storrnwater man meet Ian subn~itt~ includes requirement has not been met, attach an a anation of wh . At a minimum a ca lets stomtwater mana ement Ian ub ' i P ~ s miilal ncludes ~ P Y ~ 9 p ' afans sho ' aW BMPs and outlet structure details, a detailed a worksheet for e~h BMP, des n ca~ulaiions, fans and s gicifications showin all BMPs and auGet r d ail d i ~ ~ P structu a et s a eta led P 9
for each BMP desi n calculations ans and 'ficatrans sho ' all BMPs and out a worksheet ~ pl ~ 9 a full executed o eration and maintenance reement. An incam late subrrMltal ac drama a tan and p a9 P P 9P Y will result in a r oast fa draara an and a ful executed ation and maintenance a reement. An incorn ate submittal acka a will result in a r oast for drainage plan and a full executed o eration and maintenance Bement submdtaf adc eq ge pl ly open 9 P P 9 eQ Y P ~ P ~ .e Bement. An inco fete submittal acka a wilt result in a nest for draina Ian and a full executed o Bretton and maintenance a regiment. An mcom ~t b ' ' ~ mP P 9 ~ 9B P Y P 9 p e su nuttal acka will result in a c Est for P 9e B4
dditional information and will substaMia data final review and royal of the project a GY Y aPP additional information and wir substantralll d final review and a vat of the o' ct additional information and will substantiall Bela final review and a roval ~ Y ~Y PPro le Y Y PP end approval of the project additional information and will substantially delay final rev~w and a ravel of the 'ect 1 PP Prot A is n Infiials
I~cants In~i s The tam ora ool controls runoff from the 1 inch rakn. P rY P A licants I it'~a ~ icon s Initials The tam ora I contrds runoff from the 1 inch rain. The temporary pool controls runoff from the 1 inch n P ry Pce n the 1 arch rain. The temporary pool controls runoff from the i inch rain.
The basin side slo es are no stee er than 3;1. P P The basin side slo s are no stee er than 3:1, The basin sidee sbpes are no sleeper Ihan 3:1. Pe P A lantin Ian for the marsh areas with last s acres and densities is rovldetl. A an ' for the marsh areas wig lent 'E hen 3:1. The basal side sb es are no ste er than 3:1. p eP h font 'es and densities is vided, A lane Ian fa the mesh areas with font s ecies and densities is rovided.
A an ' the marsh areas with font s ecies and densities is rovided. G for p p p n9 Ve elation above the rrnanent ~evation is s ecified. P~ P 9 Pe s rovided p g p p p P P~ p Ve elation above the emlanent of elevation is s ecified. V elation above the nnanenl elevation is s 9 P Po P e9 Pe I P~ Pro P mJ P P P P elevation is s 'fred. Ve station above the rmanent ool e~vation is s ecified. pea 9 pe P P
An emer drain b ovitled to drdn the basin. 9e~ Pr An emer enc drabn is rovided to drain the basin, An eme en drain is videed to drain the basin. 9 Y P cY Pro The lam ora draws down in 2 to 5 da s. The tam rary draws dawn in 2 to 5 da s. Ro P~ Y in the basin. An emer en drain is rovided to draa~ the basin. 9 cY P ~ 5 da s. The tem ool draws down in 2 to 5 da s. y Pow P Y
The lam ar draws down in 2 to 5 days, P~ P ~Y Sediment stora a is rovided in the permanent pool. 9 P P ry Y Sediment sto is rovided in the em~anent ool. Sediment storage is provided in the permanent pool ~ P P P ~rmanent ol. Sediment store a is ovided in the ermanent Po 9 Pr P P~ "tSee A sediment dis osal area is rovided.
"See A sediment dis asal area is provided. P Note r tenance. Access ns provided fo main "See A sediment di area is vitled. A sedanent dis sad area is ovided. Pro Po <X Note Note Access is rovded for maintenance. Access is ovded for marn~nance. P Pr P p Note Access is proved far maintenance.
A site s ecific s' ned and notarized ration and maintenance agreement is pro P ~ n9 ~ Bement is rovided. A site s ecific, si eel and notarized elation and maintenance a reement is rovided. A dte s ' c, si ned and notarized operation and r P P~ 9 p P 9n oP 9 aeration and maintenance a regiment is rovided. A site s ecific, si ned and notarized o rafian and ma~tenance a regiment is rovided. g P P 9 Pe 9 P
The dr~na a area includin an off~te area is delineated an a site plan. ~ 9 Y 9 Access is rovided for maintenance. P Ian. The draina a area indurfin an offsibe area s delineated on a site plan. The drainage area (including any offsite area) is deli 9 ( 9 Y ) P Access is rovided far mabitenance. Access is provided for maintenance. P e area is delineated on a site Ian. The draina a area includin an offsite area is de&nea~d on a sfie Ian, ( R g 9 Y P Access is provided for maintenance.
Plan details far the wetland are provided. Plan details for the wetland are rovided. Plan details for the wetland are proved. P Plan tletafis for the in~t and aut~t are rovided. Plan details for the let and outlet are provided. ;d. Plan details for the wetland are avided. pc rovided. Plan details for the inlet and outlet are ovidetl,
Plan details for the bbt and outlet are provided. A she ific o eration and maintenance reement, si ned and notarized by the res ~ P a9 g P ? nsibl art is rovided see A sire s cifiC eration and ma~tenance a reement, si ned and notarized b the res onside part ~ rovided (see A site s ecir~ operation and maintenance agreement, s .eel b the res e ( pe op 9 9 Y P Y P P Y pa P Y P P pr a regiment, si ned and notarized b the res nsi~e art is roved see ~ A site specific operation and maintenance regiment, si and notarized b there siMe art is rovided see 9 9 Y pa P Y P ( a9 ~ Y P ( PY
htt :llh2o.ehnr.state.nc.uslncwetlandsloandm.docy. P h :IIh2o.ehnr.state.nc.uslncwetlandsloandm.doc . http:llh2o.ehnr.state.nc.uslncwettandslaandm. ttP - 1 d 20 of th NC DENR `Pocket Wetlands have different ~ameters and are onl assumed to remove 35~°TSS - See pp.19 and 20 of the NC DENR `Pocket Wetlands have dffferent design parameters and are only assumed fSS See 9 an a desrgn p Y landsloandm.doc , http:lJh2o.ehnr.state.nc.usJncwetlandsioandm.doc . ?nly assumed to remove 3596 TSS -See .19 and 20 of the NC DENR 'Pocket Wetlands have different desi n arameters and are onl assumed to remove 35°/o TSS -See .19 and 20 of the NC DENR Pp 9 P Y PP
tlands have dibrent desi n ammeters and are on assumed to remove 35~ TSS - See pp Pocket We IY 9P S er BMP Manual A 'I 1999.1016 o n wafer, 5096 h' h marsh, 40°10 low marsh, tormwat pn pe n9 pP .1 o en water 50% h' h marsh, 40°/° low marsh. Stormwater BMP Manual, A ~ 'I 1999.10°~ o n water, 50°~ hi h marsh, 40 Stormwater BMP Manus, A r>I 1999 0°A p ~ Pn Fe 9 P i h marsh, 40°~ low marsh. Stormwater BMP Manual, A nl 1999.10°~6 o n water 50°1o h' h marsh 4096 bw marsh. 9 P Pe ~9 ,
" te: ote; "Note: 'Note;
Went stormwater devices includin all checklist items to be submitted at a fi { g Final desr n of erma 1 9 p Hriitted at a future date once Final desi n of ermanent Stormwater devices includin all checklist items) to be submitted at a future date once Final design of permanent stormwater devices includl all checklist ( n9 ( g 9 P all checklist items to be submiKed at a future date once Final design of permanent stormwater devices includin all checklist items to be submitted at a future date once ( 8 1 )
individual lot deve ant laps have been completed, ~ P Individual lot develo t ens hart been com feted. individual lot development ens have been cam eted. ~ pl P~ pi P individual lot development lens have been com feted. P p
DW P ' No. DW4 Project No. Q rofect
DWQ Pro' No. 1~
I OF WATfR QUALITY • 4U1 EXTENDED DETENTION and POCKET*~ W~TLAI DIMS ON { D ALITIf •401 EXTENDED DETENTION and I'OCKETt WETLAND WORKSHEET DIYISIQN OF WATER QUALITY • 401 EXTENOEO DETENI IVISI~N OF WATER QU ( ) ET WETLAND WORKSi~ET ) DED DETENTION and POCKET* WETLAND WORKSHEET (
om to th follovrin information ; I. PROJECT INFORMATION please com ate the folbwi infamatior I, PROJECT INFORIYIATIO c e ( P N ase pie g n9 (Pth infamation ; n9
I, PR0,IECT INFORMATION base com late the fat inbrmation); ~P P Pf0 eCt Name : WATSON TRACT WEST 1 WATSON TRACT WEST Pro' Name; WATSON TRACT WEST Pro Gt Name . Phone Number. 919 256-4512
Person: DEHBI B EDwARDS Phone Number; 919 2 5 6- 4 5 Contact ' wi multi basins a which basin this worksheet 'es to Draina a Point DEBBI$ EDiiARD3 o e Number: 919 256-4512 Contact Person; DEBBIE EDWARDS Pho 512 Contact Person. Ph n 9 256 4 ' I' ~ Draina a Point #i0 For ro cts with multi a basins, S CI which basin this worksheet a lies int 9 For ro acts uwth multi le bans which basin this worksheet res to. P >e Pe PP e Po ll P 1 P ~ aPP g ?Shee# a 118S 10: Dxaina a PoinC #11 PP ~
For ro ads th ,spa ap _.i P1 P
Permanent Pad Ebvation 166 • o ft. elevation of the orifice invert outj m ora Pod Elevation 16 e . o ft. elevatbn of the outlet structure in Te 2 v 2.0 ft. elevation of the orifice invert out Perrrlatrent Pool Elevation 2 ~ a . o fl, els Permanent Pool Elevation ( ce invert out) . v ' f o cur invert in Tem ra Pool Elevaton 272 . a ft. ale Tem ora Pool Elevation 2 ~ 4 , o ft ale anon o the urlet SUu t e ) Po ry et structure invert in) P ry (elevation of the orif~e invert out elevation of the outlet structure invert in
P ry
6606 , , water surface area at ermanent Permanent Pool Surfane Area sq ft { p Permanent Pool Surf a Ar 4748 , ft. water surface area at ermanent ool elevation Permanent Poal Surface Area 5330 sq, ft. (wa n ac ea sq ( P P ) at permanent pad elevatio ) Draina a Area ~ • 1 ac. on-site and off-sfte draina a to the basin Drainage Area e • o (on ~n ( 9 ) drainage to the ba ) 9 1, ft. (water surface area at permanent pool elevation} (on-site and off site drainage to the basin)
Drain a Area 9.4 ac. an-site and off-site drainage to the { a9 Im en+ious Area 3.5 ac. an•site and offsite drainage to the { P ervio s Ar 2 . s ac. on-site and offsite draina a to the basin Impervious Area 2 . e ac. on tin u ea h assn P ( 9 ) irarnage to t e b ) (on-site and off-sitB drain a to the basin a9 t. ft. (at permanent I e~vatian approximately 15°!0}'
Foreba Surface Area 991 . ft. at permanent pool elevation appr~ s4 { Y Marsh o°-9' Surface Area a s . ft. at ermanent of elevation appr~ 231 q ~ P Po ° ; F r ba Surf red 712 s . ft. ai rmanent ~evalion a roximatel 15~ ` Forebay Surface Area Boa sq. ft. (at 15 /0 o e ace A (pe pad pp y ) .levabon approximately ) Y q i 0"• " u s , ft, at ermanent oil elevation a roximatel 3596 ` Marsh 0"-9° Surface Area 1865 . ft. at Marsh 9 5 dace Area 662 sq ( 35 (P P P ) levabon a razimately 96) 1 q P Y PP „ P~ t. ft. (at permanent pool elevation approximately 35%
Marsh 9°-18° Surface Area 1311 s . ft. at ermanent of elevation appr~ q ~ P po Marsh 9"-18" Surface Area 1b62 s . ft. at ermanent oil elevation a roximatel 35°,6 ` Marsh 9.98 Surface Area 1865 sq. ft. (at vin raz mate) 35°k q (P P PP Y ) le al o app i y ) Micro Paol Surface Area 712 s . ft. at rmanent ool elevation a roximatel 1590' Micro Pool Surface Area soo sq. ft. (at roximatel 15°!4 (Pe P PP Y ) 1. ft. (at permanent pool elevation approximately 36°l°)' a. ft. (at permanent pal ~evalron approximately 15%)"
Micro Pool Surface Area 991 . ft. at permanent pod elevation appr~ ~ { levabon app y ) q
e o Pool Volume 13097 cu. h. volume detdned ~ top o11he pet T { Tem ore Poal Volume 9389 cu. ft. volume deta~ed on to of the rmanent ool Temporary Pool Volume 10561 cu. ft. (vat of P Pe P ) I er Went o p ry ~ to 01he p ma p ) P ft. (volume detained on top of the pem~anent pool)
} SAIOA used 1.54 surface area to drain area ratio ` SA1DA used 1. s4 (su ( ~ ) Wage area ratio] (surface area to dri~nage area ratio}"
SAIDA used 1. s~ surface area to drainage area raft { ~fiCe 1. o draw down orifice diameter) Diameter of On { Diameter of Orifice 1.5 in, draw down orifice diameter Diameter of Orifice 1.75 in. (dr. ( ) iameter) (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST II. REQUIRED ITEMS CHECKLIST II. REQUIRED ITEM5 CHECKLIST
' i i e ovitled to indicate the falbwb de ' n re irements have been met and supporting lnnt al n the spac pr g sng qu i' to ' d si n re uirements have been met and su ortin documentation is attached. 1f a Initial in the s ace rovided to indicate the ~tiOwin des' n re uirements h is attached. !f a In bat in the s ace rovided to indicate the fd vn e q pp g P P 9 r9 q d su in documentation P P n9 9 PPS 9 uirements have been met and su or<in documentation is attached !f a q PP 9
uirement has not been met attach an ex anon of wh . At a minimum, a complete slormwater mangy R~ Y s . At a minimum a fete stormwater mane ement submiftd includes re uiremerrt has not been met, attach an ex tanaton of wh . At a minimum inc ode uaremeni ha not been met attach an a patron of wh g plan Q p y ~mwater mans ement Ian submittal I s roq Y ~P 9 P or sheet for each BMP desi n c cola ' fans and s eciFcations showin all BMPs and outlet structure detatis a detailed a worksheet for each BMP, design calculations, plans and specification At a minimum, a com lets stormwater mana ement tan submittal includes P 9 P specifications showing all BMPs and outlet structure details, a detailed
f eac BMP desi cak~ations Ions and ecifications showin a~ BMPs and outl a worksheet ar h gn , p sp 9 'n Ian and a full executed o eration and maintanance a reement. An irnco ate subn~attal pac dray ~ ~P Y P 9 Ps and outlet structure decals a detailed a w k al trans, p p g , iA , 9 draina a Ian and a full zecu o anon and maktenance a reement. An incorn ate submittal acka a will result in a re oast for drathage plan and a fully executed operation and maintenance agreement subnattal acka a will result in a r oast far 9 P Y e tact P~ 9 P P 9 q p g eq ,e agreement. An incomplete submittal packs a wilt result in a request for 9
adtlitianal information and wttl substantial find review and a royal of the project IY PP additional information an will final review and a rove of the ro ct additional information and will subsrantiall Bela final review and a proval ~ d substantially delay pp p fie Y Y P end approval of the project
Apolicants Initials A tic Initi AQal~ants Initials __Qa ants als T I I fr m the 1 inch rain. The tam racy pool controls runoff from the 1 inch r. he tern ra oo contro s runoff o Po Po ry P n the 1 inch rain.
The tam or od controls runoff from the 1 ranch rain. P mY P The basin side ~ s are no ste than 3;1. ~ ~ r 3;1. The basin side slo s are no stee er than 3;1. The basin side sla es are no ste a tharli Pe P p eR hen 3;1. Ih lent s ecies and densities is rovided.
A anon an for the marsh areas r~th ant s ecies and densities is rovided. I ~ p P P 9 V etatian above the mtanent I elevation is s eci6ed. e9 Pe P~ p i d n i ' i ov~ed. A lantin Ian for the marsh areas with lent s ec~r A lanttn Ian for the marsh areas with last s ec es an tle s ties s r P 9 P P P s rovided. p 9 P P P P P r Went I e~vation is s ecified. Ve elation above the ermanent ool elevation is s Ve etalion above the a ma poo p 9 P P I 9 P P P P elevation is s ecified, P
An emer a drain is ovitled to drain the basin, 9 ~Y Pr An 'n is vided to dray the basin. An emer enc drain is rovided to drain the basin. emer enc dry pro 9 Y P 9 Y in the basin, ~ 5 days.
The tam or draws down in 2 th 5 days. P aY P~ Sediment stor is owded in the p~manent pool. a~ Pr in 2 The tam ore ool draws down in 2 to 5 da s. The tam ora draws down to 5 da P ry P Y P ry ys i anent ool. Sediment store a is rovided in the ermanent ool Sediment stor e s rovided n the p 9 P P P a9 P P~ ~rmanent pool,
'*See A sediment dis osal area is raved. P P ~ *'See A sediment dis oral area is rovided. See A sediment d area ~ rovided. P P P Note Note Access is rovided for maintenance.
Nate Access is rovided for maintenance. P A site s afic si ned and notarized ration and maintenance a reement is pro Pe ~ 9 ~ 9 Access is rovided for mainteriarice. P P ' nil maintenance a reement is ovided. A site s ecikc, si ned and notarized o elation and r A site s ci6c, and notanzed ation a g pr p g P Bement is provided. Pe ~ Aeration and maintenance a regiment is provided. 9
The drat a area nndudin an affsite area is delineated on a site plan. ~9 g Y ' i d lineated on a site Ian. The draina a area includin an offsite area is deG . The dr~na area indudin an offs~te area s e p 9 9 Y plan 9e 9 Y Access is rovided for rnathtenance. Access is provided for maintenance. ,e area is delineated on a site Ian. P
Access is provided for m~ntenance. Plan det~b for the wetland are provided. p Plan details for the wetland are rovided. Plan details far the wetland are provided, P ;d,
Plan details for the inlet and outbt are provided. PI rovi d. Plan details for the inlet and outlet are provided an details far the inlet and outlet are de P A si s ecifi r nt si ned and notarized b the res onsible art is rovided see A sfte specific o eration and maintenance reement, s ti e r onsibl a is rovided see to c ration and m~ntenance a eeme , p p y p ( P ~ .eel th es a tly ( P W~ 9 9 Y providetl~ regiment si ned and notarized b the res onsible a is rovided see p ( Y P P ttY ~ 9
A site s 'fic 'nand maintenance reement, s' ned and notarized by the res p~ a9 n9 htt :Ilh2o,ehnr.state,nc,uslncwetlandsloandm.dac). P Y P P P • htt :llh2o.ehnr,state,nc.uslncwetlandsloandrn. htt .lm2o.ehnr.state.nc.uslncwetlandsloandm.doc , P P landsloandrn.doc ,
* Pocket Wetlands have different des' n ammeters and are oral assumed to remove 35°~ TSS -See p n9 P Y P Stormwater 8MP Manual A ril 1999.1090 n water, 5096 ' h marsh, 4090 low marsh, _ 'Pocket Wetlands have Jiff r n d t remove 35 °TSS - .19 and 20 of the NC DENR 'Pocket Wetlands have different desi n diameters and are only assumed Se .19 and 20 of the NC DENR e e t desi n ammeters and are onl assume o See 9 P ASS e p 9 P Y PP P Starrnwater BMP Manual, A nl 1999.10°~ o en water, 50~ hi h marsh, 4C Stormwater BMP Manual, A nl 1999.10 en water, ti0~ hi h marsh, 44°!0 low marsh. P P 9 P op 9 ml assumed to remove 35°~ TSS -See .19 and 20 of the NC DENR Y PP i h marsh, 44°/° low marsh. 9
•P ~
te: - -i_-'_--- - . - - _ r.....__ Cin~l rlnrinn of nermsnnn~ efnrmur~Fer Amiinee linriiullnn III ~he~ltlie4 III nhe~ltlle4 ilmncl 4n ho cuhmiffarl ~f ~ 4uh?~u ria~a nnr!a
I Final design of permanent stormwater devices (including all checklist items) to be submitted at a f omitted at a future date once rmai aes,gn of permanent stormwater aevices Imciuamg an cnecKust items to oe suomiaea at a ruture care once , ...w w`awyul VI goyilnalmin 01,W1111.arw«i w`Tw`a ,mvswMmtj on
individual lot development plans have been completed. individual lot development plans have been completed. individual lot development plans have been completed.
REVISION #1 COMMENTS MARCH 12, 2007
SCALE: NO SCALE REV15ION #2 G0M'ENT5 APRIL . ~ 2001 01 5
PRIEST,CRAVEN AssociA REVISION #3 CONSTR. PLANS JUNE II 200 LAND USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS / SUR' ,,.IATE S , INC .
NATSON TRACT D GARTER ATLANTA, GA. PF It MR 27, 2006 DATE DECEMD WETLAND WORKSHEETS of=
/ SURVEYORS /ENGINEERS
PROJECT: 2006-011,001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288. 2-1288. Email [e-mail]
F: \LAND PROJECT5\XOTHER5\2006-011.001 CARTER - WATSON TRACT\DWG\I-IETLM10 IhPACT5\06-07 SUBMITTAL\ BA5E-Ob-07.OW6 , Jun 12, 2007 - IO. 04 AM ,DRAWN BY: GARY R. MEADOWS Pf2EL I MI NARY Na ARY NOT-RELEASED FOR CONSTRUCT ION

HOR I Z. SGf4LE: I " = 50' HOR I Z. VERT, SCALE: I' = 5' VERT. S - I Z. SGl~LE~ I " = 50'
.T. SGALE~ I' = 5'
r
RI 56t II 1004 - - - - -
PREC.AST GQiG. ~ - - - - - - - - - - - - _ 1~VWti~E- -
. _ - TW~Sf1 RIILIC - -
T~266.0 ~
.-t
MAX. 12" _ MIN. TR.
_ _ 21D ~ ~0
_ _I.. A '~r ~j
00 YEAR WATH2 IK~ p-. a 169. Z _ ~ a 5.5. 2: ~
_ ~-~-~:-6--- --------1 -~b~f3----------- 266.5?-- - - Mf~X.------------ - - - - - - - -
_ _ _ azrw. aa~ a.. . o T _
_ ,._l________
_ _ 1--- - - - - - -1 - _ - - _ - - - - - - - -
1..
MIN. ~D _ - _ _ _ _ _ _ - - _ l--_. 1__ _ _ _
_ - ~ us+e a,~ i i i - T ,wn ~aoou~ 260
~ Hoas.
- - - - - -
1------ - _ -
- 8;;.. 5~ _ - _ . - - ~ DR1IBL.MINE~ NTD TOE ?
_ OF SLOPE PHt DET I L
t ~O
(13281 ~ - - L. ~:--8' - - - ------1158:30 - - - .
x - - !3.03 - -
~ - .'t'30
5EE CHART ON / ~ _1-~fq -
IMAI'E NEV.-OF - \ TIE 4'SOI.ID - RI SB2 ~ 1004 ~
- _ ---------^--~.1. I NY: 150.5•
-5EE T _ b~2? - - _ ~ - FOR OETAI 5. - _ - LpdG. TO I - - - -
_ II.
Z~ _ _ K icy GUT-OFF 'fRBiGi A' I ~ Wlll SCH~O
_ - - - .P~ ---_P~_IQ~L- -BLP BAP__P_LIJNff_ THIS SFI~T. L-90. U
_ F ° PI - - . _ - . - w - -4F~19:6R - - - - •FI LL 6nP MEEN 60r ftGP Q 72' ~TFIa27'
- - - _ --i-IE1166~tALL- -~f - - 5 QIE -GLASS 2
REINPORGIN6 BN2 Phi TOMN OF - - _'~1E ---~G- - -
X40 - _ __k~U.~- - ' 7 MID SPEG I F I 71 aNS. tf - Z'~ - ~ n
• • AFTER POND 15 DR/11 N~ F I LD _ `-SEE 11RT ON _ VERIFY DCISTI G HOTTgi aF D + 19 FOR SIZE
REIN ORGI G ~4R b - TO OF NIGH ALE i...
_ _ _.._R~ . ~ _ - NJD 6d RGP LVERT hNY TO 26 E27 FOR
VERIFIED VERIFY 16N
T1~P'v!V'fATI-DIV' CNI~I SIC TO CONST'f2lJGT
_ . _ _ _ ~T ~ - - - - - -
270 ~ -S B,
NOTE
HOR I Z. SG,~LE~ I " = 50' HOR I Z. 5 Z. SGALE~ I ' =SOS NOT A2E GON OF _ GUL PAT - - _ BEL _ - - _ _ - - _ MOD
FOR ALL CULVERT ROAD CROSSINGS OF WETLAND /1REA5, MEASURES WILL BE INCLUDED IN THE
VERT. SGALE: I ' = 5' VERT. S CONSTRUCT I ON THAT WILL PROMOTE THE SAFE PASSAGE X4 Kr~,K ~3"
OF FISH AND OTHER AQIJAT I G ORGANISMS. FOR ALL Q.~. Ucf+ wn, „1 ~ Kt,c~zxi . ~~~Ni Hilt ~l" iNILt r .JH&ft') ~uiN( " wltlr
CULVERT CONSTRUCT I ON AGT 1 V I T I E5, THE DIMENSION, ~ ~ f i I I- ~~j ' I
PATTERN AND PROFILE OF THE STREAM, (ABOVE AND .1.+ 4, BELOW A P I PE OR CULVERT) , SHOULD NOT 8E I i r
MODIFIED BY WIDENING THE STREAM CHANNEL OR BY ~
_ . _ _ _ - _ - - ~ - _ RED i LIM REDUCING THE DEPTH OF THE STREAM BEYOND THE
LIMITS OF THE PERMITTED IMPACT. CULVERT 1
_2-~ - NV - BEL _ GRE GUL _ _ - - GUL STR PER BOT GON PE - - - BE BE INVERTS WILL BE INSTALLED AT LEAST ONE FOOT I ~rII ~ BELOW THE BED OF THE STREAM FOR CULVERTS '
GREATER THAN 48 INCHES IN DIAMETER, FOR
CULVERTS 48 I NGHES I N DI AP'~TER AND SMALLER LLLVA;roro scc+rvv
CULVERTS MUST BF INSTALLED BELOW THE BED OF THE
STREAM TO A DEPTH EQUAL TO OR GREATER THAN 20 "s~~ ~rna+NC cn~ncm PERCENT OF THE DI AN~TER OF THE CULVERT, ~t~rti,r; rnuak
BOTTOMLESS ARCH CULVERTS WILL SATISFY THIS
CONDITION. A WAIVER FROM THE DEPTH
SPEC I F I GAT I ONS I N TH 15 REGIONAL GOND I T I ON MAY TYP I Gf4L ANT I~ SEEP G BE REQlJESTED I N WR I T I N6. THE WA I VER WILL ONLY P COLLAD
BE ISSUED IF IT GAN BE DEMONSTRATED THAT THE
1 - MP A5E " 5.5. IMPACTS OF COMPLYING WITH THIS REGIONAL NITS
CONDITION WOULD RESULT IN MORE ADVERSE IMPACTS NOTE
N Tp TO THE AQIJAT I G ENV I RONNENT.
ANTI-SEEP COLLARS SHALL BE I SECTION OF SEWER LINE WHICH WETLANDS FOR MORE THAN 250 L LEVEL SPREADER OVERNEW DIAGRAM HERE BE INSTALLED ON ANY
1 I GH RUNS WITHIN 250 LINEAR FEET,
n
MIN. _ ~ -
~ ~v~ Jow I JON M. MATNAWAY, ~MEN910N A4SOCIATE, NC STATE UNIVERSITY LEVEL SPREADER BIDE VIEW DIAG1iAM H ERE
C.U G. OR Jow M. Hwnuwwr, E7CfEN610M A6SOGATE~ NG STATE IkY NE RS1iY
_ . - _I Plo~:~ f3ypa~,5 Zone 2 Buffer Zone I Buffer
NG Structure - _ ~~c ~ s,_ rt Ke,~niorced ~ Vegetated
OT - 1-~I _TO. Y 8° 5 N M ~ . Swale
_ - _ - . _ - _ _ W _ _ _ _ . -----1 - From .r 1 ~ Watershed
_ ~ arm _ f- - - _ _ , Level Spreader L+p
D HEI T TO 72" 3" I.. ye i- of
.--T9- ~t I - - _ 1 Foreba• _ 1 i' #57 ~ton~ y -on t'rlter < p Fabric , ~ Fow Path~~ _ ~ #57 5totic
M_RO A 2151.. WN T MAXI 2~1 _ .a ,f
5L AD _ q0• ~ ~ / ~ ~ tj s Duffer'
v-~~ r P ke~nrorced r s, Giiannel-. j _ _ .
- t:r - ~ - ~ Channel
a oT _ _ Ur.derdram -Sized ' For Site Sod ~ > 3 ft" W,oe
Cond~t~ons -Drain E Ureserdra~n Sized 5tri p or.
Into Bypa~~s Swale F: ~ F for Site Sod Filter Fabric:
~--4 _ _ _ 5EE _..Q1L SEE G ART N Leo-el ~ Gond~tions - Urain Apprapr,atrly ~~zed a~z~d
Spreader Lip Into 6yp~ss Swale Concrete FoQCer ~r
T IQ FOR IZE - ANF~ - _ _ - - -
F~ _ g _ . r_ r 5EE 2 # 27 FOR RIL AND ATERI
FOR LXAT ION AND LENGTH
5~ 632 TYP I G~4L LE1/EL SP~~tDER DATA I L SEE PLAN FOR L
NTS
I~
REVISION #1 COMMENTS MARCH 12, 200'1
S (STWET SCALE: VARIES REV I 5 I ON # z G0+1ENTS APRIL 11, 200*7
PRIEST,CRAVEN ASSOCIA REVISION #3 CONSTR. PLANS JUNE I1,2007 LAND USE CONSULTANTS PLANNERS /LANDSCAPE DESIGNERS / SUR' IATES INC. , of=
= V4ATSON TRACT D CARTER---- ATLANTA, GA. PF DATES DECEMBER 27, 2006 WETLAND WORKSHEETS / SURVEYORS /ENGINEERS
2-1288. Email [e-mail]
PROJECT: 2006-011.001 3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone 919 / 781-0300. Fax 919 / 782-1288 PRELIMINARY NO
F:\LAND PR0JECT5\XOTHER5\200h-011.001 CARTER - WATSON TRACT\DWG\WETLAND IhIPACTS\06-07 SUBMIiTPL\ BA5E-06-07.GWG , Jun 12, 2007 - 10. 04 AM .DRAWN BY: GARY R. MEADOW` ARY NOT-RELEASED FOR GONSTRUGTION