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, ~ ~ } 1 _ - ! ~ - .4 r,.. L j . Q
i( f • ~ ~ - r I i r' ! vr'I 1 ' w ~ t . r J4Y _ J J ~ J - - - r' `i _ _ : ~ _ PROPERTY UNE (SUR _ (SEE CE 1) (SURVEYED) W
i ~ I ~ I , F J - ! 'S= _7 ham'. _ ~'T }r~~ M ~ ~ ~ E 1)
e _ ' ~ ~ ~ PROPERTY LINE (NOT S , _ _ (SEE RffEREM 1)
~5. - t - > _ , • a Y ~ .t _ _ _ - (NOT SURVEYED) E 1)
1 ~ _ _ ~ r/ 1 ~ ~r 1 f / ! r 7 fr S AlER BOUND _ . TREA61/W
I t J ~ ~ , t , . BOUNDARY (SEE REFERENCE 4)
k~l V ~ yt t _ ~ ~ i ~ . r / _
~ f . ~ - - - 100' UNDISTURBED ~1F REQUIREMENTS IXCEPT 3ED BUFFER (MEETS TYPE A
1~ I '4 V ~ - ~ _ EXCEPT AS NOTED) Q W
r , - , ~ J ~ ' I 5. ~ 1' _ ~y ~ ~ _ l ' ~ 200' PREFERR + ~ ED SOIJD D SOLID WASTE BUFFER
1 ~ 1 i ~t ~ - ' z
- ? % _ - - _ - ~ ~ _ DgS11NG WASTE ( D A _
~ . 4 -Y . 5.. a • _ J.. ~ ~ 2 - . . (LCID AND C&D) _ 0
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`4 . ~ f' l~ _ _ ~ . . . . - U
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~ , , `5 ' - , ~ ~ _ 1 . i ' ~ ''a J . 1 - • . - r ' . ~ • ~ _ _ c ~ - _ -
~ 1 . . ~ - • _ . ~ _ ~ _ _ - _ ~ SW 1 DOSTiNG SURFACE WA1 ~ ~ ~~H~IJSE
' 1~ i ~ _ ~ a t It ~ i , _ . . ?CE WATER MONITORING POINT J ~ ~ Z
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i i i i ` S - ~•y . Z W 0°C
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: . _ ~ ~ i - - - _ - ' _ f ~ , _ WETLAND 161PACT AREA
. - , _ . - , , - _ 1,...: - r ` _ f ~ ~ - ~ i ~ _ ~ > ~ O ;T AREA Z
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. a . _ _ • • } - _ _ v.. f ee.~s. _ , d-
i .r.. F 1 • ~ ' ~ _ . - - - EXiENDm DRY DEIENTi - DRAMIAGE AREAS DElENT10N BASIN
- ~4 - _ i;~;~ .y j ,1 1 • ' "„ti ' ~ t ' • 1 :,I:.~SL. '~i• ,1:7; Y.. 1"~l'..f''C~'..!IC'i.7 f1.<7 r.: '~l~ ~ i1„c t i~ 1 ~ ~~t .yam: _ _ LS
- - L y _ . v _ .l - 1 'Y l _ - -
, ~ ].::V ~ •n , . ~ • . , • ' i - ' ~ LEVQ SPREADER R
- _ _ - URB~~D BUFFER
t i i O JUNC110N BOX
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z 1. •ti - i =
NOTES
~ ~ - n : ' ~ - _ - _ 1. NO FEIr11A 8011NDARIES DOST ON ~S I~AP.
.1 ~ ~5 : , - - , 2 NO WATER OR SEWER UNES DOST WITHIN 100' OF 10 0' OF PROPERTY t1NE. g° Z N
/ r - . - - ~ ~ , 3. iF~ SITE IS NOT IN A WATER SUPPLY WAIERSIim. mme.
• 1 1` - , ~ ~ - 4. ALL PARCELS SHOWN QN iHIS MAP ARE ZONED R ~'C~ RffERENCES TONED R-30. Z
- 5 r - e . " - ~ - - 0
i _ dr W F~
- _ ~ 1 ,
/r . ~ ~ i , e ~ ~ : ~ , . . 1 i ~ ' r 1 j ~ Vii, S~, i ' ~ ~ ~ 1. PROPERTY LJNE FROM SURVEY DATED NOVEbIIBER 1 SURVEYING SOLU110NS, P.C. PROPERTY UNES NOT EMBER 19, 2005 BY INES NOT SURVEYED ~ 0
~ REFERENCE WAKE COUNTY qS DEPT. qS MAPPING MAPPING FILES.
a - _ . - . . l 1 _ •i % ~ ~ ) V - . : , - - . - t - . ~ ~ - , • - , - o ~ ~ 2 OVERALL SITE BASE TOPOGRAPHY PROVIDED BY G BASED ON AERIAL .SURVEY DATED DECEIYIBER 13, ' ~ ADDITIONAL FlELD SURVEYS IN ACTIVE AREAS FR01~ ~0 3/~s/os, ~/os aY er~nri uwu su~v~c, ~ ~ ~ 3/13/07 BY ~Aq(BUI~V CONSULTING ENgNEERiNG OUTSIDE OF AERIAL SURVEY UMITS REFERENCES N Cam, ~ Q CONTOUR ELEVAl10N DATA DATED MARCH 2005. D BY GEODATA CORP.,
~ ~ ER 13. 2005.
o °t , ~ o ~ , . ' , AS FROM DATES
. . . , , 00 - , ` . . : _ :mac, 1n0/07 AND
. . ~ , . t ~ - . j _ _ • • SNEERING. TOPOGRAPHY
r. ~ w. 4 3 ~ K ~ ~ - T ,r, i,. l 'S :,y: - ,ti - DICES NCDOT qS DEPT., 2005. (NAD 83).
f~ ~ _ 1 ~ / ~ l' \ 3. t~O~INAh SY51EM IS STAN PLANE GRID (NAD 4. WE1LAt~ AND S1REAi~ DQINEAl10N PERFORwIED 8 ECOSYS1DdS~ INC. AND SURVEYED BY f~.At~(BURN
5 - ~ a . , a ~ 5 . . - _ NED BY CAROLINA
J ~ - _ ~ ~ ~ ; _ W ~ ,G(BURN CONSULTING °
.y r , ENS. U.S. ARt~iY CORPS OF ENGINEDtS H INSPECTED 1tIE DQINEATION AND VERIFlCAl10N IS NESS HAS FIELD DESIGNED BY: DRAWN BY:
Q t - S 5. - ?noN is eoNC S.A.S. C.T.J.
~ ~ W 1 r ~'y -..y A~ i ' t REQUESTED VMTH THIS PERMIT. ~ OPERATED BIDER CHECKED BY: PROJECT NO.:
W r :i , 1 `Z 'i - 5. ~IACIIVE Lt~D LlWDFlLL UI~TS PREIAOUSLY OPERA WAKE COUNTY SOLID WASTE PERIYIIT N0. 92-OQt aarrrcc rK ~iNr. n ncrn 12-001 AND ARE IN THE SHOTWELL 0.5-2
! - - - crai F• naTF•
~~vv~w vl v%-nVv v~.vva.v•
AS SHOWN JULY 2007
FILE NAME
0 200' 4001 ~ 600' SHOTWELL-130113
r " SHEET NO. DRAWING NO.
0 momm FlGm7
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, i ~ i ~ ~ ! ~ . I ~ , - ~ _ - . rim • - fir. . _ r _ NTOUR
i r ~ _ ' i ~ ~ ' 3 ~ _ , . a ! ~ - ~ ~ - - A - - , _ t Y • _ _ Y ~ ~ _ J Q
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i j ~ ~ J I IJ 1 ;t 3 r _ ..x - i - _ - ,
< J _ ' i_ ,Fn . BOUNDARY (SEE REFERENCE 4)
~ ~I ~ + i ~ " 1~ '4.. r: ,1 Y ~ _ - ~ ~ , it
r . z• ' ~ ~ It ; ' ~ i ? ,i C' _ _ - 1 ED BUFFER (MEETS TYPE A
- - ~ ~ F i ~ 4 t EXCEPT AS NOTED) J Q w cn
I l i~ f f^ J i ' ~ I I 1 . F r i ~ t l _ -•.t ~r~ I D SOLID WASTE BUFFER
, I - - v.. i ~ Y ` ~ i r J r ~ ~ ~ f ; _ s` l _ ~ z
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- . - - - _ - _ - ,J. t. _ (LCID AND C&D) 0
~ 1 i t` i a N ` r.. ; ~ ~ 1. ~ F- .00
- _ _ ; 'v. r t ~ ; . i _ - r,.i. - - t - ~ ' . . . .
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a - < - . 'K U~
. - _ _ _ _ . _ _ _ . . , . . . _ _ - ~ M41~3R PR~P~SED MONITORING r ~ IITORING WELL Z ~
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t ~ 1 V 1 .;"j. j. 1 P ! ~ , i , 1 - _ - ~ Y F ' _ r~ - ~ . . _ _ ~ AL'EHb4JSE, _ - - ? sw-~ DgS11NG SURFACE WAl - ~ P _OPQ~~q . M~Alltl~~tNE[~~E ~ Pz-s onsrnrc ~zo~~ 1CE WATER MONITORING POINT Z
- ~ 1 _ F• ~ - i ~ f ~4 1 I ' - • ~ . ~ - 1 ouzo
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f :'r ' 1 r:~ - f 1 _ S , ' ~ - ~ _ i . ' , • ~ 1 y z W ~ orm
• , , , i 1 r ~ t ~ ' ~ = ~ f.~'.y , _ J , ~ B IL[~NG ~
.rte; t`' - - i e. • r K • , _ i _ - r , • _ : i 1:.. r _ . t ` i r _ _ ' ~ - - wr r a~! - ; - . ; . ` q~l-SIlE NON-POTABLE • POTABLE WATER WELL ~:5 ~ ~U J
J , / } fi. ' j ,t, _ ~ / r - - _ . . , , - r ,
r ~ ~tirt r _ .w,:..: - - . r . _ _ { ` P ~K~NG-..AREA ~ n~u~r?~ w~wus J Q Y = TLANDS (SEE RffEREMCE 4) LLJ o Q
~ : t . i ~ ' 1 ,..i _ - i i r ' ~ 1~ . . ~ ~ r_
` ; r': . r ~ - ~ - j., _ - - - - . . -:o
` - r ~ ~ - • - p • • - r ~ ' ;ji• _ t k ~ 4 ~ y' , - . _ a ~ _ - _ _ r" r _ i + i l '~Y. i'..+ ,r ~ - WATER BODY SEE REFE iEE REFERENCE 4 ~ > Z
t t a;~ ` • ~ ~ , - ~4 u ~ _ ':`(:y .!i _.r.: Y: lf+ ~f . _ 00
, ' a , : . - ' f - ~i-'~ - / , ...i..y, yr.::. _ _ V ~ r Imo' Y :f'J r• F TTY. j: - - - - - - - NEUSE RIVER BUFFER Z . _ ~ UFFER ZONE = z
- r - t ..~T: - . ' i... r _ ....5~ .I•' .ii R~ - ~ . a ` _ - ` ~~..w~ J » . l _ ~ I, CD
_ . t . • . , Z t `1 t . , i i • , ~ _ ~ _ r, i T
_ a L , .~Y r. i .r tV', j 1 .-.y.:,: , . _ ~X~~~:. NEUS'~ RIVER BUFFER Z UFFER ZONE 1 IMPACT
• , - - - _ .:`4:•.,• z~:',M1.. His= • ' - -
. :m _ .,t ,t. ~ 't,SC ~ ~f~ ~rl~w a.:?~.,. r ` r 1 i~1.Y r: i r ~ 7 tz - _ e ~ . , . _ ~ ~ NEUSE RIVER BUFFER Z U v UFFER ZONE 2 IMPACT ~ 0
_ . - ;t - a
_ w.. - f ~ .l - t. - - !1 ^~1 EXTENDED DRY DElENTI - DRAINAGE AREAS DETENTION BASSI
t. y i j .V r ~ ~ ~ . 'i b y , . ~ - ~ ~1 1F/~R~ ~W ire ~ ~ 1S
. , - . .t- . ~
~t' ^ ' t , ~ - - ~ti., - . - • ' ~ LEVEL SPREADER R
t t i . - ~ r - x. ' ~ 1 n~ . v ' u ~ i - , : ~ ~ i . ~ r • _ . ~ ~ + - URBE~D B~FfER : .
i - ' • 1 \ _ _ ~ - - ; - - - - O JUNC110N BOX
~ _ . _ t 1 - _ _ ~ _ . ` • • - i ~
S
' - '.t " - - " NOTES _ _ 1. NO FEl?fA BOUNDARIES DUST ON PHIS MAP.
~4. f.-i a ~ . _ . ~ ~ ~ , l _ - - , -
1 1 - - ~ r~ . ~ - ~ , 2 NO WATER OR SENIER UNES DOST WITHIN 100' OF too' oft tnr urn. ~ Z M
' i 1' - r _ , s r ' t I r' j ~ i - - ~ _ 3. 1HE SITE IS NOT IN A WATER SUPPLY WATERSHED. tERSHED.
i - ~ 4. ALL PARCELS SHOMM ON THIS I~AP ARE ZONED R - ~'C~ REFERENCES Z TONED R-30. Do :5
- . ' _ ~ . ~ 1, i r . - D (L O
. . ~ _ ` i, ~t'. ~ ~ ~ , . ' . " - ~ r , , _ - ui F~
_ t ~ ~ . 1 1. PROPERTY LJNE FROM SURVEY DATED NOVEMBER 1 SURVEYING SOLUliONS, P.C. PROPERTY LJNES NOT
' ? ~ f ~ ` - , 'i . , ~ ~ n . .4 ~ / _ _ - u_, . a. . EMBER 19, 2005 BY 0 INES NOT SURVEYED ~ CD
REFEROdCE WAKE (AUNTY qS DEPT. qS DAPPING MAPPING FILES.
M .n -r". 1 r j. ! S f - _ _ _ _ - - • r ,r 2. OVERALL SITE BASE TOPOgtAPHY PROVIDED BY GE ` BASED ON AERIAL SURVEY DATED DECE6IBER 13, ADDITIONAL FlQD SURVEYS IN ACTIVE AREAS FR01~ ' 3/39/06, 7/06 BY BRENMIW LAND SURVEYING, 1 ~B 3' BATA CORP., f u~~ ~ ~M a~
~ ' 1` . - ~ '
o _ . - - o ~ N ~ t~ , ~ 4 - . - :AS FROM DALES L
N - t . GO , 1fiNG, 1/14/07 AND LOOZ.
~ ~ ~ . ~ - r _ j - 3/13/07 BY BLAq(BURN CONSULTING ENgNEERIN WTSIDE OF AERIAL SURVEY LJMITS REFERENCES N CONTOUR ELEVATION DATA DATED LARCH 2005. INEERING. TPgS
y 'F - r T psi ` 'i ; ~ , ~1 34(ES NCDO DEPT., F 2005.
- _ 1_, , _ ` ~ , - - 1; 3. COORDINATE SYS1EI~i IS STATE PLANE GRID (NAD 4. WETUWD AND S1REA1~ DELJNEAl10N PERFORkIm B ECOSYSIF]~15, INC. AND SURVEYED BY BLAt~(BURM (NAD 83).
O ` t y i )Rklm BY CAROLINA <
. , a J a _ ,q(BURN CONSULTING °
- _ ENgNEERMIG. U.S. ARwIY CORPS OF ENgNEERS H INSPECTED ~ DEUNEAl10N AND VERIFlCAl10N IS NEERS HAS FIELD DESIGNED BY: DRAWN BY:
~ • 2 t. - ~ - {n ` _ ' 1110N IS BEING S.A.S. C.T.J.
T 1 ` 5 • ~ , ~ , A` j 1 t W _ REQUESTED IM1F1 THIS PERMIT. 5. MIACTIVE L(~[? LANDFILL UNITS PREIAOUSLY OPERA WAKE COUNTY SOUD WAS1E PERUIT N0. 92-001 aarvxSC r~ r~iNr. n nc~n f OPERATED UNDER CHECKED BY: PROJECT NO.:
' ~ ~ - - 12-001 AND ARE IN THE SHOTWELL 05-2
~ ~ , in ~ ~ _ crei F• nerF•
_ %vvv-w ve vvn Vv ..~.v.n.~.• vv• a~~• v• a
s AS SHOWN JULY 2007
0 r , : FILE NAME
' 0 200' 4002 600' SHOTWELL-1)0114
. _ - SHEET NO. DRAWING NO.
VJ MEMO Flu"08 I
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•i t t, ~ i r i~ ~ _ i ~ 5 . ` ' ~ i r • ~ ~ ~ - i Jr ! . ~ ~ ' i y i ~ r -C~ASS.. ~W~LE _ - - PROPERTY UNE (SURVE - ; - - ~ - REFERENCE (SEE 1) ~ 1}
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~ ? _ • ~ / 1. • t 5 r. • "'1/
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- f ' y`~ Z 1 f r! j~ ' 1 t I _ - _ ~ 100 UNDI RED BUF _ _ ]ED BUFFER (MEETS TYPE uu cm
~ ' ' ~ ~ ~ i ~ ~i: 1 EXCEPT AS NOTED) C4
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•~1 } r _ - - _ _ . _ , ' ~ ~ ern • _ _ W Q 2 z
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o f ' icy. I i i • 4 Y` . . . ~ ~ ~ . P ~ OPQ~~I , Nt~41N~AfilENCE Q ON-SIlE NON-POTA~E D ~ Z 0 POTABLE WATER WELL
f --t'= - n , - I i ; _ . ' r I ~ v , _ - z z Q g Q CC
1 i r ! ~ I - ,%'M , li { - _ _ .ti\ F' ! - , • ` ' _j _ . , . , r _ _ 4 - L B IL[~NG _ - . a~
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_ - - - ' i ~ _ I t . . ~ - - _ _ : r ' :r W cr Q cr
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~ 4f.' ~1: r, i _ - • • ~ ' F w _ WER ZONE < o~ z
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1, ,f ~ - i , ~ , ~ ; Ar 1 , J, _ ~5-'~ t., _ .`fit ~ ~ f X. _ . DETENTION BASIN 17
~ S - t f i may.. ` , • . ~ _ . . ~5 .f; ' _ lr° •i~ j'• rf fr 7 fr 'r - NNA
, . ! . ~ ~ ~ .mil\.. Vii. ~Ir„ _ _ ~ ab:t ~ f. > , . - t ~`S,~ ~ ~ ~ .fir. f i+ ,t. r / EXTENDED D Y ETENTI01~ _ . _ R O
. arm " ~ r r!.y ~ . ~ , 'fie y~ a. - ~ i F . _ _ _ . r i ~ r~ i . r ~'1~iitt~lt ltt. } ~i• :t'~~'1.. t~ r !`t• ~r is ~ ~ BA~iN-4 ~ - ova LLI H
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t ~ _ _ ,
f5 .:r' i1.: • ~ t, ~K~= - A^.. W t ~ )RY 'DE~NTiON
f \ Y t , , H , u ti~S..'- ` • , . _ NOTES
t _ . - _ _ i No ~a eour~ua~s aasT aN n~is ~nP. 1
t ~ r,r / e , r , - LI-RB~~D , BUFFER ~ 2 NO WATER OR SEWER UNES EXIST IM1FgN 100' OF 100' OF PROPERTY LINE
f ~ .,4` t fi i~ ~ 3. 1HE SITE IS NOT IN A WATER SUPPLY WATERSHED. fERSHED. ~
. ~ 4. ALL PARCELS SHOMIN ON 1HIS YAP AID ZONED R ~R~f DETECTION 'onm R-3o. Lij
• 1 a
1 i ~
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~ 5 ~ ~ , I ~ _ r _ _ ' - crm z
, . . J, - - - - 1 ."w r r, t f ~ '1 i ~ - _
7 l .i '1 ~ ; ' _ 0
I, T' ~~c~s
. r ~ . J ~ ' r ~ \ , r~ f, " J ~ . s \ _ ~ w L PROPERTY UNE FROM SURVEY DATED NOVEIYIIBER 1 VE EMBER 19, 2005 BY Lu
SURVEYING SOLUTIONS, P.C. PROPERTY IJNES NOT R~ERENCE WAKE COUNTY qS DEPT. qS MAPPING INES NOT SURVEYED ~ 0
'f ! 1 1 4. ' i 'Mid ~ I ~ ( ~ , ~ - ~ - , , ~ 1 ~ Y.. , l . ~ . ' i~ / 2 OVERALL SITE BASE TOPOgtAPHY PROVIDED BY GE Q BASED ON AERIAL SURVEY DATED DEGE~IBER 13, o Q~ ADDITIONAL FlELD SIURVEYS IN ACTIVE AREAS FRt~ ; R 3/39/06, 7/06 BY BRENNAN LAND SURVEYING 1 ' ~ ~ 3/13/07 BY BLACI(~1RN CONSULTING ENgNEERING ~ 34 OUTS~E OF AERIAL SURVEY L~+NTS REFERDdCES N t)ONTOUR ELEVAl10N DATA DATED MARCH 2005. MAPPING FlLES. DO D BY GEODATA CORP., C) ui ~
4 E Y ER 139 2005. 1 O
N ~ - _ _ - 1 i _ _ _ _ ~ ~ _ ~ • _ _ ~ ~ r . ' Y ~ ~ :AS FROM DATES
~ t i • ' ' ' i ~ ~S ti ~ - ~ - 0 - _1fINGs 1/10%7 AND
r i - i SNEERING. TOPOGRAPHY D
~ , \ ~Y ~ _ N ~ ~ - . 00 ~ ~ ' ENCES NCD(3T qS DEPT., ~
- , t i ~ i ON 2005. ~
5 . ' - - - - ~ 3. COORDINATE SY51EM IS STATE PLANE t~tlD (NAD 4. WEILJWD AND STREAM DQINEATION PERFORMED B ECOSYSTEidiS, INC. AND SURVEYED BY ~At~(BURN (NAD 83).
T - DIED BY CAROLINA ,q(Bl1RN CONSULTING Z
~ r ~ ` ~ _ - .I ~ r ~ - ` ENgNEERING. U.S. ARMY CORPS OF EM(~NEERS H INSPECTED 1HE DELJNEAiION AND VERIFlCAl10N IS NEERS HAS FIELD
4 J - '~I ! \110N IS BEING °
1+. r. f 4 'I ) 1. it o ~ ~ . ~ a ~ ~ - . i ~ v REQl~S1ED WI1H 1HIS PERWIIT. DESIGNED BY: DRAWN BY:
_ ~ - - , ~ - ' 5. INACTIVE LqD LANDFlLL UNITS PREIAOUSLY OPERA WAKE COUNTY SOUD WAS1E PER611T N0. 92-001 PROCESS OF BEING CLOSED. OPERATED UNDER S.A.S. C.T.J.
I, , _ t , 12-001 AND ARE IN THE CHECKED BY: PROJECT NO.:
m ~ \ t~~. z _ - - . ~ . w SHOTWELL 05-2
N ; _ , ~ - ' to _ _ _ , . - _ . crai P naTF-•
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0 200' 400' ~ GOOD AS SHOWN JULY 2007
- _ FILE NAME
ME=" SHOTWELL-1)0104
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VEGETAl1VE SOIL DYER UH
22' TYP. A(xESS ROAD 2' s~ou~ (n~.) z Z
NC DOT AGGREGATE
CROWN AT BASE CAURSE 12" MIN. W a
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TYPE GT-S GEOlEX11LE 1' ~IIN.
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PREPARED SUBGRADE (NOTE 1)
NAlURAI SOIL OR STRUCTURAL FlLL
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1. IN FlLL AREAS, PREPARED SUBGRADE IS EQUIVALENT TO S1RUCIURAL FlLL. FOR CUT AREAS, 'AREAS, a~z
REMOVE AND REPLACE WITH S1RUCIURAL FN.L (SEE P(tO~CT SPECIFlCAlIONS). o ~
FINAL COVER SYSTEM
c/)
TYPICAL ROADWAY CROSS SECTION DETAIL 4
NOT TO SCALE G.~ 4
DETAIL 2 F 0
NOT TO SCALE G.14 LLJ
3.0'
N
20' YIN. 20' (SINGLE LANE} [ , ACCESS ROAD LL
TURF REINFOR(~IENT PATTING (TRWI} 1 25 ~IIN. 0
(SEE NOTE 2) ~ 1 1/2 GE41EX11LE WRAP pfl~ -25 y` T
STRUCTURAL FlLL 1
a- F~ IaJ K~~~aSSS ~ w w
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3 ~ , ~ ~ ~ COMPACTED E~IBANKWIENT 3' MIIN. COVER ~ L 2 ~ ~ ~ ` 1 VJ
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NOTES: ~ 1. SWAL.E SL S Y~ WALE SLOPES AT M1INIMUM 1X FALL CORRUGATED METAL OR
POLYETHYLENE PIPE (SIZE VARIES)
J J W
EIUS~ GRADE DESIGNED 8Y: DRAWN BY:
2 S.A.S. C.T.J.
FINAL COVER SIDE SLOPE SWALE m CHECKED BY: PROJECT NO.:
m TEMPORARY STREAM CROSSING k,rilL, I SHOIWELL OS2
CV n~reii
Ln VN. It lI` O UL I AIL 5 A avn~. un , L-
NOT TO SCALE * m NOT To scuF \Q2. ,0) woo, 014 AS SHOWN JULY 2007
0 r co) FILE NAME
m SHOTWELL--D0109
0 r SHEET NO. DRAWfNG NO.
N O
a U FlGml4
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k.< a„ N CO CO N
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INFLOW FROw1 ~1P OUTLET PROlEC110N i'
RCP RISER PIPE
TOP OF BERWI EL = E (ASPFIALT COAIED) ~ _ (G)
25 Y (40
~ ~ PREPARED SUBGRADE OR CONCRETE HIGH FLOW
EMERGENCY SPILLWAY Q. _ (D) STRUCTURAL FlLL (CONSTRUCT YNTH COHESIVE SOILS) BYPASS STRUCTURE
CHANNEL W F ~ V
ORIFlCE (R) 25 OU11ET T~ LE~L VI L :'4'~l~ r 4 1ti"
~a PRINgPAL SPILLWAY EL = C ; ; ~ ~ 1 SPREADER
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iEwIIPORARY DEWA?ERING El.. _ (Q) RCP BARREL
SED~IT CLEANOUT Q. _ (B)
~N}-~ ~ _ (H} SLOPE _ (I); LENGTH = (J~ OUILET ELEV. _ (K)
1
wi ` X•
ENERGY DISSIPATOR BASE EL = A ~ :..r- (PLUN(~ POOL) 'f:- ~ y~'t=4.=- - ; FOREBAY (1' DEPTH x 2' MADE) ~ \ ~ \ \ CONCRETE Hlgi FLOW -~f:-Y:::-;::::~' ~
~ ~ :~r= ~/j ~/j \ \ \ \ \ \ ~ BYPASS S1RUCIURE 3:1 ~ ~ 3:1 G:
cr)
r uC) •l: ©
(AS SHOWN IN ORAWIN6S} N(~OT N0. 57 STONE aNn-sue c~ UNDERDRAIN PIPE ~ ~ ova s it uP Y. (D C*4
N(~OT CIASS A EROSION Y C
CONTROL STONE A ~ ~ A 'z z
DEWAiERING ORIFlCE (P) stow
CONCRETE ANTI-FLOTATION
BLOq( (L) i
SEDII~E BASIN # A B C D E F G H ;EDII~ENT BASIN SCHEDULE
H I J K L 1~ N 0 P Q R 3:1 ~ ~ 3:1
EDDB-1 212' 214.5' 217.5' 218.5' 220' 10 30' 18' 18' 17X 35' 206' 3' X 3' X 2' 5.25 X 5.25 10 26 Y 216' 6'
EDDB-2 225' 227.5' 230' 231' 232' 10 30' 18' 18' 1X 40' 224.6' 3' X 3'X2' 4.5 X 4.5 10 21 2' 229' 6'
J
EBB-3 2~0' 2426' 245' 246' 248' 10 30' 18' 18' 3.8X 210' 232' 3' X 3' X 2' 4.5 X 4.5 10 21 2' 244' 6" W V)
EDDB-4 248 249.2' 251.5' 2525' 254' 10 24" 15' 15' 0.8X 120' 247 3' X 3' X 2' 3.5 X 3.5 10 16 2" 248' 3'
EDP-5 272' 273.7' 276' 277' 280' 10 30" 18" 18" 8X 100' 264' 3'X3'X2~ 4.5X4.5 10 21 2-2" 275' 6'
EDDB-6 204' 206.6' 208.5' 209.5 212' 10 24' 18' 18' 1.47G 70' 203' 3' X 3' X 2~ 4.5 X 4.5 10 21 2' 207.5 6' 3:1 ~ ~ i
EDDB-7 25g 261.7' 264 265 266' 1d 36' 15" 15" 0.33X 60~ 256' 3' X 3'X2' 4.5 X 4 5 td 21 3" 263' 6' ca C)
L------------~ OUTI.ETTOBUfFER uj m
cl? " mob
~~C~ CAL SEDIMENT BASIN CROSS SECTION q%b
~N e
DET IL 1 PLAN VIEW
NOT TO SCALE G.~5
J
1' LEVEL SPREADER UP
4~ 3' LAYER OF ~i7 ST01~ U H-
Z Z
DQSIING GRWND FLOW PA1H RIPAI~AN ~1FfER - W Q
.
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12' ~ Z 0
~ 16" D Q ~
L 3 12' 3 FT. MADE S1RIP OF
CHANNEL s• ~ SEPARATOR GEO1D(1b.E fZ<z0<
RIP RAP OUTLET PROTECTION SCHEDULE
APE a ~ w x o~ -RIP RAP (U~} 4. mmi 2
w wa~
BASIN 1 18' 20' 21.5' 24' 9'
BASIN 2 18' 22' 23.5 24' 12' ~a•
BASIN 3 18" 6' 7.5' 24' 6' z
GEOTEXiILE WRAPPED CONCRETE FOOTER o~
BASIN 4 15" 6' 7.5' 24' 6'~ ~ - PfPE GT-S GEOlEX1N.E uNOO~uN (s'f c~ S~ECTIO~N A-A ~atn~o)
BASIN 5 18" 6' 7.5' 24'~ 6'~
BASIN 6 18' 20' 21.5' 24" 9"
A-A LEVEL SPREADER F
BASIN 7 15' 6' 7.5' 24" 6" SEC~~ A- FLARED END SEC110N F- c/)
DETAIL 2 LLJ
NOT TO SCALE G.15
L
A A
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d DRAINAGE CHANNEL SCHEDULE DULE
N RIP RAP (D,~ DRAINAGE giANNEI N0. UNING B D o ~
N PLAN 0 0 - GRASS SWALE 1 GRASS 8 2 NOTES: GRASS SWALE 2 GRASS 5 2 1. Dso REFERS TO 1HE MINIMUM REWIRED AVQtAGE (MASS SWALE 3 GRASS 8 2 STONE SIZE. 20' 3
N t0
20' 3
~.o, 3 GRASS UNED CHANNELS ~
"O O 2 FOR MORE THAN ONE PIPE, EXTEND RIP RAP 1.0' ~#IN. GRASS SWALE 5 GRASS 8 2 ~YOND OUTSIDE EDGES OF PIPES. GRASS SWALE 6 GRASS 8 2 TEC110N (OUTLET TO FLAT AREA SASS s Z NOlE: ALL CHANNELS SHALL HAVE A I~INIYU~i SLOPE OF Q.SX 20 3 ~
~ t i.0 3 C+~..~ 3
J J W
20' 3 cL ~'~'a DESIplED BY: DRAWN BY:
~ RIP RAP OUTLET PROTECII m DETAI m z Q.Sx TYPICAL GRASS LINED CHANNEL ~ w 4 S.A.S. C.T.J.
A CHECKED BY: PROJECT NO.:
)ETAIL 4 DETAIL 3 (:6_ SHOTWELL 05-2
NOT TO SC N r To scar G.15 NOT TO SCALE F1(:1 SCALE: DALE:
O ~ v~ ~ v
m AS SHOWN JULY 2007
0 r CO) FILE NAME
SHOIVVELL-D0110
0 r SHEET NO. DRAWING NO.
Cf) v
Q U FlGml5
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0 0 °o ~ WETLAND AND STREAM CHANNEL 0 JVNEL
cD ~o ~ ~ PgNT TABLE
N N N w w N
f1G~ N POINT N0. NORTHING FASTING DESCRIPTI - - - _ _ _ _ _ _ 1 ~it~ 1100 718349.82 2165790.54 wh 13 ESCRIPTION POINT N0. NORTHING EASIING DESCRIPTION POINT N0. NORTHING FASTING DESCRIPTION POINT N0. NORTHING FASTING DESCRIPTION
W ~ E ~J wh 13 1180 718647.29 2166545.81 pond 1272 718552.98 2165006.72 wd402 1351 718572.77 2166210.29 se 03 4'
W ~ E ~b - nF,~ i, 110i 718333.17 2165812.79 wh 15 t5 1181 718650.77 2166486.70 pond 1273 718500.67 2164996.34 wd403 1352 718572.23 2166246.70 se 02
FOOIE ROAp S S ~b F;
~ ~i~, 1102 718358.42 2165813.62 wh 14 wh 14 1182 7~g645.94 2166431.10 pond 1274 718447.62 2165012.00 wd404 1353 718187.66 2165209.01 wf O1
' ~ ~-f-= 1103 718288.08 2165812.32 wh 16 wh 16 1276 718419.55 2164953.37 sb99 6' 1354 718195.51 2165189.74 wf 02 1183 718647.53 2166378.29 pad
~ ~ , ~ ~ y / ~ ~ ~ 1104 718259.69 2165785.69 wh 17 wh 17 1277 718439.93 2164982.49 sa46 3' 1355 718203.14 2165152.79 wf 03
0 , ~ ~ ~ ~ y ~ 1105 718233.04 2165757.18 wh 18 1184 718648.44 2166345.30 Pad wh 18 1278 718417.04 2164980.05 wd310 1356 718218.65 2165120.13 wf 04
N 721000 ~ ~ EI?s7M+6 • Z~tst.~vZ.s7~ ~ I% ~ ! - ~ 1106 718242.95 2165727.59 wh 19 wh 19 >>85 718646.64 2166316.56 P°~d ~2~9 7~g429.26 2164925.32 sb98 6' 1357 717682.74 2165351.27 sb 120 10'
0 ~RNIP~ f0 ROAD NAD a3
' , ' , ,i / ~ ~ ; ~ ~ ~ ~ ; / ' ~ 1107 718162.33 2165689.67 wh' 2a wh' 24 1186 718594.13 2166312.18 pad 1280 718477.64 2164894.18 sb97 5' 1358 717713.50 2165400J5 wh(34)?
GRASSHOPPER ROAD (SR 2511) ~ ~SO~J ' 1108 718080.06 2165624.56 wh'22 wh'22 1187 718544.81 2166321.09 Pad 1281 718524.78 2164866.97 sb96 6' 1359 717728.49 .2165307.24 sb 119 12'
~ . , ~ 1109 718107.27 2165648.29 wh 21 wh 2~ 1188 718526.52 2166334.53 P°^d ~Z82 7~g,386,z0 2165020.11 wb405 1361 719699.57 2165005.67 se_a
~ a of ~ mss' 1110 718058.79 2185566.34 wh 23 wh 23 1189 719518.60 2165673.73 sa09 3' ~2g3 718383.05 2165013.33 sa47 3' 1362 719635.54 2165001.64 sc 02 10'
~ ~ ~ ~ ~ ~ r~ ,sue 1111 718064.37 2165539.21 sd04 3' p~A; sd04 3' 1190 719518.95 2165641.76 sa10 3' 1284 718374.86 2164987.21 wd311 1366 719469.09 2164895.21 sc 03 6'
~ ~t~y. 8,516 S.F. 1112 718035.03 2165530.39 wh 24 wh 24 1191 719465.91 2165613.11 soil 4' ~2g5 718379.76- 2164963.98 sb10Q 5' 1367 719398.18 2164857.89 sc 04 6'
ASR 2509) 270 $.F. wh 26 >>g3 719478.35 2165560.65 so12 3' ~2g6 718346.62 2164952.07 wb blank
~ U A81.E S.F. ~ 367 S.F. 0.4251 AC. ~i~3 »so~s.8o z~s54so.a~ Wh 2s 1369 719323.76 216480255 sc 05 6' wh 25 1195 719439.12 2165518.80 sa13 4' ~2g7 718344.14 2164952.02 sa49 3'
~o 3~ UNE BEARING DISTAN 0.OO6Z AC. 2 AL'. J'~ O.MQ~ A^. 1114 718053.17 2165492.72 wh 25 ~i1~v 1370 719272.37 2164769.15 sc 06 10'
o~' =Q BIS,SEr~ ROAD ~ \ 1115 718001.99 2165451.95 wh 27 wh 27 1196 719440.86 2165494.56 sat4 6~ 1288 718338.19 2164939.82 sbi01 5' 1371 719259.68 2164737.48 sc 07 5'
~Q' 2 L1 S44' S4' 30'E 3 1116 717948.90 2165404.56 wh 28 wh 28 1198 719471.85 2165478.80 sa15 5' 1290 718354.95 2165002.39 sa48 3~ X372 7189fi1.69 2164753.32 sb 87 10'
s~y 1117 717877.16 2165415.41 wh 29 Wh 29 1199 719462.47 2165435.40 wc401
!p L2 S22' 22' S7'E 79.46 \ ~ 1291 718265.18 2164903.81 sb102 5' 1373 718815.81 216490232 sb 90 10'
~'o 90 ~ N 719500 N 719500 1118 717769.97 2165402.08 wh 30 wh ~ 1200 719452.53 2165432.65 sa16 4' 1292 718300.89 2164856.52 we03 1374 718566.62 2164838.88 sb 95 7'
N 720500 1119 718166.47 2165281.27 wg 03 wg 03 1201 719429.35 21654-05.58 Sall 4' ~2g3 718350.94 2164883.99 we02 10 1375 719732.43 2165073.27 sc Ot 10'
SATE ~.003J D•w~ AC• 1120 718170.90 2165303.88 wg 02 wg 02 1202 719396.65 2165386.23 so18 3' 1294 718383.93 2164912.33 we01 1376 719670.92 2165027.57 sc/sea conf.
1121 71816$.40 2165309.85 sb108 3' sb108 3' 1203 719392.33 2165369.75 wc5a1 1295 718288.22 2164872.92 we103
CURVET lF 0
a 1122 718153.42 2165327.70 sb109 4' sb109 4' 1377 719675.30 2166411.56 e pond 1205 719377.60 2165361.70 sa19 3' 1296 718240.57 2164880.08 we04 6'
CURVE CHORD BARING R US ARC CHORD ~ N 1123 718014.19 2165345.24 sb111 5' sblll 5' 1378 719680.28 21fi6033.59 e pond i 1206 719354.58 2165339.17 sa20 3' 1291 718239.35 2164896.91 we05
G~~~ C~ J't~~ S~~ 4~~E LI .W Z.N.79 Z~.W ~SA.9~; i ~ ~ W 1124 718068.13 2165410.43 sd01 3' sd01 3' 1207 719316.41 2165294.89 wc602 1298 718219.65 2164891.63 we201 1379 719699.62 2166054.84 e pond
9 ~ °o DETAIL A
~ ~S~c~ C2 S30' 35 55'E 117 .00 335.55 334.40 X89 ~ N 1125 718080.19 2165364.88 sbila 4' int ~bi1a 4' int sd 1209 719304.98 2165306.33 wc6a1 1299 718244.78 2164922.52 we202 13~ 719698.59 2166064.91 e pond
_ ~ o a 1126 718069.13 2165458.50 sd02 Z' o a sd02 Z' 1210 719306.97 2165289.30 so21 3' 1300 718210.34 2164924.93 we302 1381 719655.51 2166069.48 e pond
~6~ ~ - ~ ~ 1127 718085.89 2165519.10 wh01 "~01 1211 719294.98 2165265.72 sa22 2' 1301 7182U5A9 2164946.82 we203 1382 719619.60 2166050.93 e pond
j~~jJ \ `V 1128 718152.92 2165619.81 wh05 wh05 12~p 7~gp7p,3p 2165237.41 sa23 2' 1302 718269.95 2164946.13 wf09 1383 719599.47 2166006.09 e pond
\
VICINITY MAP NION PPE fOtJND 'CON11101 OOIr1ER' 1129 718128.06 2165604.39 wh04 wh04 1214 719164.17 2165234.72 sa24 3' ~~3 718242.32 2164976.24 wf108 1384 719595.14 2165951.87 e pond
NOT TO SCALE Nat1MNG • 7~41s0.a0' EAS11N0 ~ Z.147.GW.ld' 1130 718116.82 2165573.10 wh03 wh03 1216 719125.25 2165195.75 sa25 5 1344 718254.88 2164993.20 w~8 1385 719585.34 2165906.29 e pond
MAO e3 / ~ l! ~ l~ \ 1131 718104.75 2165535.88 wh02 wh02 1305 718248.43 2165007.24 wf107
~ N 720000 ~ 132 718185.84 2165628.08 wh06 1217 719074.55 2165192.89 sa26 4' 1386 719591.78 2165889J8 e pond wh06 1306 718217.26 2165017.23 wf07
N 720000 1218 719058.30 2165224.35 sa27 4' 1387 719618.26 2165883.79 e pond
NOW OR FORMERLY NOW OR FORMERLY e°j 1133 718224.30 2165652.19 wh07 wh07 1308 718182.62 2165051.63 wf 106 1219 719036.62 2165192.00 sa28 4' 1388 719665.99 2165889.71 e pond
ROBERT A. & JOANN R. ARDEE 0 RT L. & SANDRA B. DUTTON / 1134 718246.98 2165685.63 wh08 wh08 1309 718201.79 2165047.59 wf06 ~h~ 1220 719020.84 2165211.99 sa29 3' 1310 718247.35 2165086.79 wf05 1389 719674.30 2165957.08 e pond
D.B. 2356-582 D.B. 2330-82 1135 718290.75 2165710.96 wh09
PIN: 1761.04-60-0379 PIN: 1761.02-69-7813 ~ NOW OR FORMERLY 1136 718324.95 2165734.30 wh10 ~~O 1221 718994.73 2165203.72 wc701 1311 718189.62 2164980.39 sb104 4' t3~ 719531.63 2165729.15 we 201
o/ Cy O JOSIE W DOUGLAS ~ 1222 718986.89 2165175.33 sa30 4' ~ 312 718218.19 2164944.91 sb103 4' 1391 719511.07 2165690.07 we 301
2~ ~ ~ BoM 1984-1 144 _ _ ~i3~ 718354.16 2165753.17 wntt ~nn~ -r~enre n~ n~ec~~~ no z' ..r n. cr inn -~n _n
~ NIN: 1 /E~1 .U1- /y- / /E~5 N 1138 718333.26 2165770.29 wh12 ~1z ILL'S ~~o~~o.cY uo~~~~.vo so~~ ~ i~y~ ~iaoo~.vo c~oooc~.~v 1313 718184.70 2165x82.67 wf105
1139 718036.86 2165288.92 sb113 8 O W ~ E 1140 718039.72 2165332.04 sbtt2 B ~ S ~ 1141 711964.92 2165304.31 sb114 8 1142 717899.19 2165300.43 sb115 1 0 1143 717640.31 2165263.13 sb116 S sb113 8' X225 718940.10 2165143.12 sa32 3' 13 4 718572.96 2166264.93 se01 1394 718623.38 2166606.50 n3
• 1 • ~ s ~
s r r ~ ~ ~r !I I/ sb~~z B• 1227 718887.09 2165133.54 sa33 4' 1315 718557.34 2166234.91 wi24 1395 718619.38 2166610.06 n4
I ! ! ~1' ! ~1 !8 X114 8. 1228 718885.35 2165094.30 su34 4' 1316 718577.84 2166228.63 wi01 1396 718614.44 2166568.28 n5
/ ,r , / sb115 10' 1229 718858.76 2165106.04 sa35 5' 1317 718606.24 2166217.32 wia2 1397 718603.08 2166565.77 n6
• i.'/. fi 1230 7188x6.79 2165Q62.05 sa36 3~ 1318 718577.89 2166195.78 wi03 1398 718656.22 216667.30 n1
i ~ i 0 i ~i ~ i sbll6 S'
~ > > > >s ~ > > ~ ~ ~ ~ I ~ 1145 719694.04 2166042.09 wD 201 wD 201 1232 718778.92 2165090.40 wd d1 1319 718571.72 2166135.11 wi04 1399 718358.59 21fi5803.34 sd 07 end (inv)
~i > >>i ~ 1146 719715.37 2166043.22 wb 20 \ N 719500 1147 719717.58 2166069.69 wb 01 2~ 1233 718750.97 2165076.69 wd 102 1320 718564.71 2166082.92 wi05 1400 718233.69 2165689.31 sd 06 5'
~ • i~ ~ Wb Q~ 1234 718731.81 2165041.01 sa37 3' 1321 718554.64 2166072.94 se04 1401 718141.08 2165639.23 sd 05 30'
• i~
. ~ E ~ ~ ~ . ~ 0 ~ ~ 1148 719714.33 2166494.98 wb 02 wb 02 1235 718702.72 2165021.15 sa38 3' 1322 718555.45 2166030.06 se05 1402 718167.42 2165264.85 ~ 107/wg01
• 0 > >i `f ~ 1149 719676.63 2166094.00 wb 03 wb 03 1236 718721.15 2165000.48 wd301 1323 718559.09 2166013.19 we06 1403 118175.34 2165203.88 sb 106 4'
~ ~9 ~ s r ~ ~ 115Q 719637.10 2166075.14 wb 04 wb 04 1237 718688.34 2164983.07 sa39 4' 1324 718544.96 2165996.22 se06 1404 718176.77 2165158.28 sb 105 6'
> > s~ ~ F \ 1151 719610.4 2166459.20 wb 05 wb 05 1240 718716.28 2164959.54 wd305 1325 718535.94 2165996.52 se07

NOW OR FOR ERLY t~s2 »sso2.t~ 2166031.34 wt os wb 06 1241 718856.24 2164863.08 y~gg 6' 132fi 718549.81 21fi5971.49 wi 07
~ ~ ~~i SHOTWELL LANDFILL INC. 1153 719584.53 2165893.07 pond pond 1243 718749.87 2164920.70 sb91 5' 1327 718551.96 2165923.74 wi OS
~ ~ 0 ~ ~ ~ ~ ~ D.B. 11970- 434 PIN: 1761.02-79 7185 \ ~ 1154 119617.44 2165881.70 pond pond 1244 718692.24 2164911.94 sb92 6' 1328 718543.69 2165915.54 se D8 2'
1 14 - wb 202 1245 718713.43 2164812.62 sb93 4' 1329 718530.60 2165886.71 se 09 6'
~ \ ~ ~ 1156 719681.56 2166009.57 wb 20 ~ 1157 719676.40 2165958.87 wb 10 1158 719690.44 2165943.50 wb 10 ~ 1159 719692.33 2165881.70 wb 1d ~ 1160 719666.96 2165881.92 wb 10 ~ / \ 1161 719610.52 2165848.48 sa 01
wb 103 1247 718632.45 2164919.20 wd304 1330 718535.21 2165871.22 wi 09
wb 102 1248 718668.73 2164941.63 wd303 1331 718517.36 2165853.62 se 10 3'
i e wb 1Q1 1249 118717.25 2164959.04 wd305 1332 718527.90 2165821.77 wi 10
wb 100 1250 718657.96 2164963.50 sa40 4' 1333 118515.76 2165815.31 se 11
0. r ~i
o N 719000 ~~62 719593.35 2165827.20 sa 0 ~ 1163 719588.75 2165813.86 wl 01 sa 01 1251 718897.67 2164815.08 sb88 8' IastFlag 1334 718557.54 2165784.46 wi 11
N1 ~ sa 02 1335 718536.21 2165789.97 se 12 1252 718668.11 2165077.78 wd04 8'
~ ~ ~ 0 wl 01 1336 718517.29 2165803.17 wi 12 1253 718745.39 2165100.55 wd03'
1164 719583.60 2165820.15 so 03 so 03 3' 1331 718491.98 2165811.64 se 13
~s by ~ 1254 118734.88 2165132.06 wd02
k~ ~ 1166 719581.30 2165799.25 sa 04 so 04 2' 1338 718471.95 2165797.28 wi 13 1255 718671.38 2165034.21 wd201
\`ti ~ 0 L~. Q~ w M ~ ~ 1167 119573.14 2165800.90 w110 / ~ ~ ~ 1168 719582.91 2165791.27 wl 0 ? ~ ~p~ 1339 718417.62 2165786.52 wi 14 1256 718718.59 2165071.99 wd103
~ I ~ ~ ~ ~ x ~ 02 1340 718421.16 2165826.08 wi 15
. 1257 718664.73 2165016.87 wd06 8'
3 ~ ~ r - - \ 1169 719577.56 2165776.66 sa OS 1170 719553.89 2165747.15 sa 06 sa OS 02' 1341 718447.39 2165850.07 wi 16 1258 718661.28 2165001.39 wA08 1342 718465.76 2165816.52 se 15
N ~ d ! ~ ~ o _ ~ ~ 5° 06 2 1259 718665.36 2164976.46 wd09 1343 718484.07 2165884.01 wi 17
o r r 1171 719536.41 2165708.77 so 07 so 07 2' 1260 118621.29 2164994.14 wd07 4'
. ~ ~ ~ >i 0 1172 719521.56 2165708.33 sa 08 1344 718502.93 2165916.21 wi 18 sa 08 2' 1261 718613.06 2164976.18 sa41 3'
w Z U ) ~ ~ 8i ~ i ~ ~ 1345 7185af'i.57 2165964.23 wi 19
"f 1174 718512.72 2166374.89 po~ ~ ~Mp pp~ 1175 718535.31 2166384.20 P~ • 7tQr~7.~d' pond 1262 71856x.72 2164943.03 sa42 3' 1346 718523.76 2166016.75 wi 20
Q f ~ h Fti!,~ .iC9 r ~O ~Tj I ~iJ i / s Pad 1264 718569.98 2164984.88 wd401 1347 718544.24 2166036.66 se105
! I r / ' r r / ~ Z.1Atr77~lb' , ~ 1176 118561.12 2166458.85 Pon NAD pond 1265 718560.43 21fi4917.56 wd306 ~~g 71854¢_78 2166090.37 wi 21
~aa, ~ ' VJ / f ~ ~ S f~ ~ i~
~ "'t • O ~ I " ~ ~ ~ ~ ~ ~iR ~ ! N 1$500 177 718575.19 2166515.32 Po~ ~ ~ 1178 718596.38 2166546.24 Pon ~1k \ 1179 718614.68 2166569.56 Pon *~9 pond 1266 718579.05 2164886.62 wd305 1349 718540.61 2166138.29 wi 22
~ o ~ ~ ~ • I s t pond 1267 718625.78 2164838.15 sb 94 6' 1350 718542.41 2166191.76 wi 23
~ ~ o ~ I rF.~~a~,. J
LJ ~ ~L ~ ~.r... Q ~ l O ? I I~,w pond 1268 718529.85 2164971.93 sa44 3'
~ ~ O J / I J ! v 1269 718488.80 2164973.96 sa45 3' ~ F~D
a ~ ~ ~ ~ i I~ I ~J I v ~J / S65 `9 o NOW OR FORM ~ \ g ELEANOR M & FORMERLY 1270 ~~a4~8.~0 2164942.55 wd3os
i • ~ ~ ~ ~ f/ ) ,y' it f ~i~~ ~J M & JOHN H MEAGER - PROPERTY UNE (NOT SURVEYED)
? , ~ g s . ~ D.B. 1575-46 / ~ W N PIN: 1761.02- w 5-464 (SEE REFERENCE 1)
~b ~ ~ ~ ~ ~ ~o :.~,~,a ~~tf:,~;w~r;~.. I~ H'./ ^ ' Rd ) .~'~I'~j~'• y ~JJ 1.02-99-5280 ~ ~ STREAM/WATER BOUNDARY (SEE REFERENCE 2)
i ~ ~ti ~ ~ ~ ~ n.~ f~'jj j ~5':~ /
o ~ ~ ~ 0 / ,y:: i /1 - / O
~ x;; !j 'V (~1~ CEO ~ - i~1 DELINEATED WETLANDS (SEE REFERENCE 2)
v l j! '~w' / ~c ~ ~ ~ v ~ i~ t i'~'
~ ~ Q ~ ~ ~ ~ „ O •Q~~ ~,r
,r, 87,187 S.F. . I _ .:'nw ;yid % ' WATER BODY (SEE REFERENCE 2)
~ .,,r =:~y yp,; i.' l7. ,i~l. r. r - 2.0015 AC. ?ri:
i ~ viz, ° x:'d _ ~•-.M~t ~yte ~-r '-,o ~K NOTES
N 71 ~ w; ~ ~ is"ilk=•i r ~~.t N 1. AREAS COMPUTED BY COORDINATES.
wu• 'M1± Y ~ . ~ s ;^T - r W ~ E 2. DISTANCES ARE GROUND DISTANCES.
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wi J ....~..3.. Y,. r1 ~ ~f I s
,~~~s~~ y J RffERENCES
r I
~rf.' ir:.r:,i'1i ri:: ' '.ri ix 'a ry~j; i. . r` y1 'I fir. t. COORDINATE SYSTEM IS IN FEET AN NORTH CAROLIUNA STATE
s~' ~ ~ ~ ,i;. 1 4 I . J. ~,,~~~~'L ..,.:C.:,.. '~'3'~ }:.r. PLANE GRID (NAD 83). 2 WETLAND ANd STREAM DEIJNEATION PERFORMIEO BY CAROLINA
~~^Z;4J5.:.. ...4'.-.,', r~ .iv ECUSY'STEMS, INC. AND SURVEYED 6Y GREEN ENGINEERII~, PLLC.
~ ~ ~~i } e ~W OR FORMERLY S 89' 22' 3 W 2301.16' art. i.: 1t.,,~it U.S. ARMY CORPS OF ENgNEERS HAS FlELD ~ISPECIID THE
m 0 z ~ ~RMA DOUGLAS STALLINGS CERTIFlCA R Y AN A RACY lilt ll~~y, ~ . . t . •F~ DEUNEA110N AID VERIFlCA?ION IS BEING REQl1ES1E0 WITH 1HIS
~ ~ 0 Q s o N. 3. 3352-856 1761.02-67-5555 I SEAN P. REIN, CERT~Y 1HAT 1FNS PLAT WAS DRAWN UNDER ICY SU RVISION FROM AN (DEED DE PTION RECORDED AS SHOWN ~I REFERENCES; 1HAT 1HE UNDARIES NOT S II~ORMA11 FOUND IN RffERENCES AS SHOWN; THAT 1HE RATION PREgSION AS CAL MIS CERIIFlES 1HAT 1HIS COPY OF THIS PLAT A(X~1RA Y DEPICTS THE BOUNDARY OF PREPARED IN ACCORDANCE YN1H NCGS 47-30 AS AwiENDED. WITNESS Y ORIgNAI SIGNA IHE JURISDIC110N OF SECTION 404 OF TFE CLEAN WATER ACT IN 1}~ AREAS II~IPACiED DAY OF lE1rIBER. A.D.. 2001. ' f F. . I.~' ~a`~. 1:, I PERI~tIT.
0 ~J t?~ ~ : „4i!~ ~ 80UNDARY DRAWN FROIrI P.B. 1984-1144, P.B. 1997-1620, D.B_
N ^t ...r. `Ti .:,~~:Jy`, r 12140-1818, D.B. 8140-641, 0.6. 1197-434, AND SOME FlELD OBSERVATIONS.
W I J 5C ~4~ z cn t~t,t~U
J W "ek': 1 ,..ur . V .i r',i
~ ~ ~ ~ I J Y 'Ir•' Sit ti r,~ ~ V m .,1, ~ 0 150' 300' 450'
U1 w 3'~ 1HE PRESENT PROPOSED ACTIVITY, AS OElERMINED B THE UI~ERSIGI~D OF THIS )ATE O1HER AREAS OF JURISDICTION MAY BE PRESENT ON 1HE SITE BUT HAVE N4T .1'~~ :2i:.~::: I 1. J ~ e
7 N71 o a~ 4. _ 47 $.F. ~,a o ~a
Q v~~e aEaa ~ o~ ire ee o ~GUU110NS, 1HIS DETERWNNAl14N OF SECTION 404 JURI C110N I~AY BE RQIED UPON ^r. .L.-S u. t't 1A - ~XL 11 ~ SL. r G . . n I < ~4 ' of y'~.I.. «i.- t r ~ ~M. sit ~'Cn~ r +.y,. 4 i { ~ i.. list ! ~ } ~ 0.0011 AC. ~ ° ~~j SCALE IN FEET
em o0 ~e sd ~ ~~ee0e Os 'OR APERIOD NOT TO D(CEED FlVE YEARS FROIiI TENS D TE. THIS DETERWIINATION WAS . r 't ti u y. trt< ~ 14' 1r ry^ , J',u{. r 5 ~ i„rt s ~ ~ S'''`Fr u~sU 4 ~ A ~`j S' i ~r
e~ e C A e ~ 0 t, c ~e 4 MADE UTILIZING THE 1987 CORPS OF ENgNEERS WETU DELN~EATION MANUAL. CERIIFlCA OF PURPOSE OF PLAT
• v ~ • i ~ O ~ (/'I T 0 ~ ~ yµ~: 1HIS SUR Y IS OF AN EXISTING PARCEL OR PARCELS OF LANG AND NOT CREATE 111LE: o o ~~,,au~ C 1~ ~j~9
V eA tm ~ ~ ~11110~~ o
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O O ~ L~a m • ~r' p • ,•a REVISION DATE BY DATE= 09-05-07 $CA~ PROJECT No: 07-164
C ~ p ^e • ~ ~I~(,~~ ~ s " MANAGEMENT W ~ 0 • y e o• o~ o® a • , o u F.B. # 828
~ r ~ ~ ' ~~0 ~ . ~ . , ~e ®e ,,Y, • 1„ ° 150, CADFILE: RICHS ASCII FILE: 07164
~ ~ ~ ~ w i osA/er ~M ~O , . r,.~~~~ per ;L~. 911 PLOT DATE: 09-OS-07 SPH
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o ~ i 1 ~ INA' ~T 1 ~ 1 23-77