SW8970144_APPROVED PLANS_19970128

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
�gPPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

'
9ci. ANAL. " C,B.
9 C r-8 GV9 8 RIM 23.6'
DITCH INV. = 14.7'�'`� 12. + 1-8" NJ PLUG INV. 20.a' •
Q PROVIDE 20 CY '&1N 6.9MMEN,�E IN f - 8"X 6" MJ TEE PROVIDE CY T3 NAµAL • ` • B N - _ = ' '= ; _ --- 997
M + K CL u l T--_T_ _ IB. GH
RC TCH RIP RAP BA +)TANK 1-6"GV8 8 rRIPRAP • IZ' 9 I {2 KK T �`. �� $_`T1X-� OLD
�/ B !- HYDRANT { B I P 6• 9 `� `� 5-2TP \t,
T 4/ U 4 B {2 K� �--.:rB \ �} t
FQRF ~ SF TEMPORARY CHECK DAM (ry x { 16•INK • _ {20' NK -_ _ - - - - - - _ Igg9 K / '/ +2BANK 50' ORAINA E 8 UTILITY EASEMENT BAN t _ .`;'� 2603
Cpv F 18.4 1. BP 94 36 p4 �\ +j9.IBK BA - # BAN r / t I 6g� , 1 60tlli1 l
T/�/ 0,It/�C` ,'�. rn __- {IT'ANK t1 .36 \\`b• 04 . - - \�\ � r rr �r Jr ,` ! +2NAILZNpIL� ill r�
U tR r x -- - B --- I III
20� ' ` ' 22 23
U �..r - - - - �� - 2I _ _ z - - _ z0 _ \\� ' ' . _ / / ,�
I:J oPE _2p8 '~�--. 4 - -_ _ 21 -`Sfy ��t _ _ - -- - - - - - _' s I �- �-r- 70' 7 I III
`\+ TO SLr' _ 9B E - Al _ 23.4 - - - -' ��` 22--+ UN1 r1. - Z . + 9-64. 66 I 67'
_ p 3 c`~� 22 _ 2 6 _ 5 ` I9. \� 6A 64 ..�� r�r 2z' _ 4 ` Z iA f
23
1r } -roP/ P _ + P/ P - 2 i -^ i F 'A 2 g I N +. t\ y6
/ , Z 2 S -� 6 , D4 46 - 64 �+ A4L
3 1-_.��-� _ +2Np14 +2AON - , \ r 26
NEW 8" 0 200 PVC _ _ ' MH C H-2 f8°0 (c7 PROVIDE' �7 C1' g. Bp - 4 y ' 3.4T ` • \ ` , I
I2 `\\ + _ __�_ RIPR +INUN \?"-rkZ __�I - /'+ r� `� ` �� , \♦ Z6fiz
WATER LINE, 0-2241, {23 \ !A? C. a. - - O.a% (281f1 ` +\
SDR 21 / , NAIL r f RIM = 23.6, �d: �- - g8 {� - 4.23 5` / / _ l , f Z0 96 � � ` `,` 23 2
i 62 INV. = 21.1 I Z1. - `. # l" ' v 136
6 T 1
EXISTING SANITARY `` it NAIL" 3 64 : - ,N - A6, , 3 92 1`� 24 \ \
SEWER (GRAVITY) - �•` { 2 -O +22�V JN 2 _ - �. _ P3 `� ♦ I S
3.98 _ `19- `' F ,' _ '` , III ` 138 `♦ ; r ; If YEpT
A+L {24. RISF`R ��� `+Z3T9 �`'�� 22\ �,#Z4 , `\ \ 1 rrI �P3b"OUL
175 FORESAY", (SEEDE\TAIL) - �` ` 90 + ! `v �� . \ ,',
_ rq1 `` 56� �{ 2 t' N , 39 \ \ . ' If
2 \ 24 - - ` ^ PERM POOL AREA QD ELEV. V9.4-' IS,A�3F { 2A' ` 1]ili. �,ft0 , t v `` 22.
O ` .. •• �S STORAGE Pam',,IREA 6D •1.23' ` v r� 141 �` �'`{ \I , v �\ \ \ MHR M^I .\ . t�Aojc
/ fA •\�'0. y, r 6 ELEV. 20.6'= 18,W5 SF ` 14G `` N N } `BAN
i \ I
`.cam # 24,T } �� y \ 2 _ 64'10
00
324 T 23.9 + I STORMWATER I N I 30°0 RCP 0.2% \` +v ,\ C8 MHiFA-3 \` 64.'�
I FOREBAY 24 _ , `� IEXISTINGJ
/ t - ( 36 LF) (NV. - 20.6 _ _ RIM - 23z -
�. 3 DETENTION r - 0 I 2s11 .
I PROv1DE !3 CY - INV. = 21.6', 6Z �r �� + 26• 3 r # Z7. PVirlf
145 F� i� \ 8 POND #4 I \ � B'
FOREBAY 1 r RIP RAP ' ` ' ` ` , v 6 ` Z4. \\ 64 - - -I NHL- OL
m 80TTb�M ELEVI = I4. 9' 22'A ` •� f
' h I
h+ , 23 r \ yt } PUN2g.b4 +� 'JtY" _ _..W r `... - I.11,.'+2T.1J1
18.4'tr
MH tkA - 9 INV = 14.9' ` `� _ _ - - r 6' SH£LFPI POOL EL�V = 19 4' t I \ ice , + MHiA-4 ' 70 Y rjrJ 1 t 9 7O
j RIM = 24.I 7 5 '`� !
(EXISTING) PROVIDE 20 CY 1 \� - 45 STORAGE{25.1OPO0L\ELEV = 80.6' NUN II \\ IINV.= t�44g ' texisrlN�{, +25 STIN� •• I ••oj`y'� t z3.7 r W a' r \ v, J'z2s36"�P EXISTING 8"CV9 8,0.
MH 9F 0 t\ / 3 CY , I MN *1-1 $ , �d, V1 \ 7 , , P
r ++ MH A-3 r LL = •1•/ / R 23 _ I r 5 i ,
RIP RAP 1 , +'23.3 rJ) , I + �+
_ 0 - \\ 70 ( ' \ af~17 ! REMOVE 8-0. FOf.
155 fEXlSTfNQ1 g0. 3 , G 8 ♦ \ , i� +.` 1 1 v I,0'� i9 / 26 90 1 r
25.3Zf/ +< SS 1 : , ♦5 24 RIM = 24.3' ` r' .. �-�I� P4 _ c h + 23.4. FDA ~ ' / BANK I ' I , I 3 TIE-IN OF NEW s" 0
75' (80 LF +2 // INV. = 20.9' �� � . • ��� ..M - ' ` \ ` ^ a0.1 I+ 18-0 t +irjA ! J �rr st3 WATER LINE.
18"0RC - 0.4% ( ..55�fr .r{-" ��XI`fNG 4 0 / �- --'\f2S1 t21.8 ` +23.1 1 C. 6.
t-T- + 31 _ I t26.2 +26.4(1 .6 LF) RIM = 23.'Sr , III + f
,RI r; t2 .2 24 +24. SS�� •. EXISTING I.r. 1 p0p ! .. ��y� t26.f v �-, . +•26.6 4 fNV. = 22IJ' 1 IT5 �,01 r JI ' Ip EXISTING 36`0 RCP
bI10 1'2 I '_ a j1 MNr1H-I• N 22.2 a 24.5 ?4.7 111 27: 1 244 ' +fT I+' I+@ INV. = 19.3'
M 2 : 7 •--ti_ ! {,/ .. 25.4 i 4" D !iC P �. _ v - LD� 1
5 a- "
- --24.4 2 ^8 1 2 _ - - 23 4 N 1
INV. = 15.5, 2 7 ' g.2Z m I I 30 0 top�LFI _ - _ r - C. B. - - ` f-8. 6 , MJ TEE T4
- e"x 6" MJ TEE EXISTING SANITARY - ••� r m I I +25.6 +25 it, "^ + ,4�L PCP 0-! =- RIM 23.2' I �ll` f- §' GVa 8 ,
1 SEWER PROVIDE 20 CY�- W `t•I I - _ Z v 55 INK= 21.4' ivHYDRANT
-
s"Gva B +z3.0°prlM 5.2 7 j6 B �pbp
HYDRANT ' RfP RAP 7O' r •• W 25.5y ` W I +2 A,1L `�!9 _ { 2h $ ti} 1 ` I , r ! ' +'I I I p�
66 W P 43 r C B. Q 1 N C. B. M I- 8"x B" MJ r 1 W
I-8"xIs"MJ TEE f 167' 25' ' 65' +25 rf : grM_.2 1� �� 1 ?a' , \ ' 17 ' + I 71--- _ 4, RrM= 2K.• ?-e" ova 6 us J
a,1+# hL l gg 65c1 1 , 3! - 6`r GV fa B i t1P (',INV. - 21.0' , /mI 92 + �` 1INV. = 2J.!'+26so`. J5T, `S(.1IrJ - HYDRANT C B 25' r �1# DA 156 h 64 f', ; f If
_�
RIM = 2J.9' + t, 3'N ` 25.2 T r r
1 + f e"x e" MJ TEE , 152 2 , u,
INV. = 2l.4 Ft 19 ` I 1
❑ 146 11 o z3 ' 2 B" cv e B + 1 +� +26' 26 y 26 6+ I 1
h O� 4 B2 .n + + I-8"x a" NJ T$E I t rl f
I-a"Gvsa YZNpIL �.' O q p +, \28'_Gv@8, 1 •\ \ �, 4 150 6 5 I
r ,• # 25P 4 I -a ° NJ PLUG 1 ` ` 14 148 U 149 0 150 8 151 + ` �I , ` 100 �, oIh / {2 7 + 26. 39 • •! •rrrrr1r11�r�ii oui�
MH#A-10 N I •.„ Q 1, 1 l�•1 Z609 ^y+x4255T
fEXISTlNC1 = , 23.3 1 1 _ tL j 1 A I
,. I jl f rT2 r
25'2
f /' ~i0` ` _ Z6 05 � � ` + 25 92 x Z5' B` >9 1 155 ` � 10 „ `,, pig n f 1 +f
= h 27` - -7g,- - 26 - r = - , , a �`"
:o , 126 70 75 71' 71' 1 72 153 m i r'' , ; 141' ,
65 '65' 65' w 4 100 1
4 ` \ +25.9 +26 15 II iI1I { Z6 33 28 D K{
WATERLINE EXTENSION t r-8"x 8" MJ TEf + 1OO' r I l8"gR P O.3 r C.B J BAN I +
31 1- 8"x 2" REDUCER , IDO' / h _ +24, f RIM = 24.3'
26 - 1. 8" GVa 8
01 { ' C. a. 1 ti INV. 21. 9' Q '
PHASE r TIE-IN To PHASE 31 181 180 c B. 159
'3 + p 1-2" GVa 8 ' RIM 24.3' I �� 136E J 1T1 , !
SCALE 1 " !00} , ❑ QQ 1 T 8 O 1 T r , R!M = 23 4' 3 1h INV. = 21.7
A -id ❑ \ INV. = 21.r' - ` 6 I +
I 25.5 d 182 634 179 26 flq 1T6 4 ,-(54 d rJd)R0'. {26'A
\ t2 20 26 I '
6
`♦ _ \ 2 I - 8"x fi" MJ TEE 37 !OD' R t25.9 - _ I r + +25.4 ` I35' D I 1
MH fF A - 1! h \ v C. B. / 1 - HYDRANT } 2 " it A er - l J!, B - 7 9 ' ,�j 7 I
RIM 2 24, 8' � � _ - 2-8" GVa B NJ TEE +26.35 �, - _ 2 +2P�Ap , MN ?F A - 6 i ( 1
(EXISTING) 26 ' 19 i EXISTING) co I
/DJ, INV. = 22.3 # 26- !�' + NAt `v ` \' I I
" b6' 66'
+ I 1 TO s. a. ���- - W - - PSI -PVti , rpo' rn 160 I. L 'N `, o + I
3 ,.
{ 25 � �.m� ..- _ K' e 0 W I I M � to tD _ cp , , r +
+
IN q o �jp ` qT ❑ I ' I
O.. 23.3- .. _ 4 t2.5.! ^- t23.3 t23.4 x25 3 �' ;�� a 22 O � v�j ` {'2y, � I f
p t23.6 t 23.9 r•
183 r 25 l I " t 26.2 + 26.0 .. , I a
rb o 19 O RCP 0.3 % I t23. 3 100' # 26 T 3 I r 1 r
- � _- _ - - `-_- - - - - - �-�-mace_
52p _---------. 23-- 130LF r90.tFJ ^1 LF-- --_ "_ --I�_- _� -- _ III I I r
2 �_ MH*K-1�' .:�$S tI0'MHf11JI- +2515 7 63' _----- ------ • 100'
1 A y 116' , `\ \ RIM
l +, 63' STS MH 75 y 1 I-2S4 MH 4S.T-2 ti - -to 26'6K
\\ p 3
1 RIM = 24.8' C.B. I*) .0 n N 169 ` t0 # AN
\ 4 19 INV. = 22.!' RIM _ 23.2' \ RIM = 23.2' JA'B P tp 161 t26.0 1XI w ` J _ +g
+Z Fj5 INV.- 2r.9' �` (NV.=21.4 L - !�z C.B. 41 rr _ I '
1 3 +26.18 24"0 RCP �qi ! �2B'O.G �_� RIM = 23.1' 6 63 +260 AD
6�1�{Z5.19 0.3%(20L+26h2 rf� J INV. = 2l.3 2619 #2 PO
E �5 ❑ 0951 r 1
A N fA ❑ r _, I 21 r
REMOVE BD. 5 g ' 184 23 185 0 211 r g G.B. 8 31 22T ti !00' L BB 1 r
h RIM = 23.1' 1 l<' r +26 1 ' ' r I FOR NEW WATERLINE HA Y . r
P 1 � � .,'� � 212 213 2!4 INK =z1, 3' - r ,
TIE-IN TO EXIS77NG + \J - - - - 'n 26
8" 0 WATERLINE - - - 25.14 Il /' I I r.•!� l00' 27 r {V ♦' I r 95 r +
t24,8 , INV. = 209' 11
�, t23.7 PROVIDE STS MH 11 1C v 29 1 IAI 4I
1 f
147 10 CY INV x 21.1' f 1 1 � / t0 2B ' 162 � \ r `
RIP RAP . 26,9 I 1 I
�fNV. _ l6.0' 90 / 11
PROVIDE 20 CY 1OO' + 5. tl S EXISTING 25 r 60 r' + e l) +
` ` RIP RAP +_ - - _ - - - - 75 --- -. - - 63 e�
HYDRANT \ ` - 75 - } 2 _ - _ter �31 I 70' ,� frl~ + d.9 �' ZL 6 r / 29 •'. 3 27 \ ', 1t + ` l 't 1'I I'I" r rl I
pI�I, J284 LF130�0. E. T / Qj9 ( N z qi [ ,• r+
, \ \c,itGQ7i� ,' ' 3, `` , 7 -to i\I
8A _ ♦ apN r' rr ^ 66 I V tr -.. Qi / , 1 %+0.'f' AIL
B5 r •F'23 1 , I B / `y�7 6 1 . , I N
210 f� " ; 25 _�.__ 1 y'1• III "7 : 30 74 ` ' 167
\ 1\ \ • , , ' , �' - 1 ' I 1 r , h bL- RISER FOREBAY12 6 r
� � +Q ., L,'163 I +270
ISEE DETAIL)TEMPORARY CHECK
r J r r
J'
DAM +\ `` r ` � ' `. ` r - , I , - r M +► �� - '. ` ` � + r , r 5' I
ZA
' 1001 9 AT ! !OD' 5TORMWATER �25 , # 26 _` , ' �' �x z�AN 9 Z r t24.3 6 +�B +u DETENTION ` - ' t26.2 - -� - 203 PITCH
POND # 5 ,'' fN /p0' - T 2q / J'' Ir ' ,'� h' rtt + OL
r
+
' , [ Nx�� I , J1 {Z5 II PERM. POOL AREA `� / _ _ _ _ _ _ _ Z7'T 0 MH it A-T { SP
..�.-- t6�[_�-...........-� ' L .._ _ -h O ry. `� n.... / �� (EX(STfNGJ 166 + M 1 1
r 18T , I t t7 M N - 19,6010 SF y
# 26 t< r r 1 / J r r J I, to `` m 209 !� 0 STORAGE POOL AREA r1rj ' ' ' m t 26.4
BAll, / r8" 0 IRCP , + C. B. j i� r 164
r @ ELEV. z 0. z' ' _ ''0' ,
- \ @ 0.%% �% � RIM = 23.7 1 h '4 r b t ,
\ , IN. _ _ f
r' !'28 LFJ 't �\ �V. = 203' = 21,300 SF 4h;
100.� 1 v1, '` 24.0 � `"-- #q6- - -- -_ - �1 '28 �]4'2 rr /,'
G.B. ,� + ._ -. 100' +224 1 ! 1 r+ r , 1 1 + •
RIM _ 23.7'� 1 1 30"0 RCP ^' _- - t ,h/ h08 Jr I Ib0 rJ V 511
INV. _2�i7.3' I' , r 1 94 'JO'@D. E, O.!'/.'(136 LFJ FOREBAY 0 I r l , ' + + J
+O _ _ - .J 25. �� q2 1 Ll 29. I , _ 30 - Y 1 r r
I .400' - _ - - l r +25 , /OQ" 1 I +v r , 165
` T5 _ - - +24.2 1 Y _ - - INV = 20.2` , t ' I - _ r ' �z + 3
I r # 25 4-: ` _ - PROVIDE 13 CY �•. ' p�.ti ' , 6AI 1 _ 29 _ - ,• _ r1 ' - t2T t-
r RIP RAP h +29+ I r se I t
_ ,
1 /00' 1 208 ~ , +, , ` --'r r 2B ` - -
I Oil AT
lL 4 / +b 1 \ FOREBAY C. ` ` ' / r {. 26' 4 y + 1
f� A2 NA
/ m 9 1
` 25 ` RIM 23.T +,24.9 ` �,( _ Z1 0 1
H r' 4T9 t26 \ 1 �. } /06: � B 1VV. 21.O' ` 2r2: 3g ` _ _ - 27` _ _ - NOA j1
OL q1� ,NNNwmm •; 26 tl /� r� 1�• + +25' ` `A?H-#_T-3 ` '+26 Jay j I t 6 N
N u1 1 h' O i 1 \ + 2B A K
2440 ' ,1gA ` ,/; ry 1 ' 9 1.25' `' 26- +� r
#26 NK { 26 19 t` ,' ,1t 5, 189 ' U 1 ' e - _
\ a : \ \ !B' 0 RCP �' 1
r 0.3% 128 LF) { 5.51
207 t4 ! INV. = 20.8' <� 2
1 1 h + I PROVIDE 3 CY �' r
AAl 10D' MH J- 2 r a 215 RIP RAP ` t24.0
�h , 64 ` 1 I 5,4 t. 5/ RIM = 23.7' J
,+ h +z4.7 , # Z+J,Z6 I - B"x 8" NJ TEE #�`/ �J 5 +y0 +23. { `
76 I ,, h , + j / Z # 2 . I N V. x 211
. 2 122 # Z , +.. 2 T r
\ ------- - ___ ' y 99 93 1+ {269 2 8"GVaB - �, 1 q FUTURE POND R #NAIL , rr
90 ' {24 I90 {25 GJ� ~ 1 i ^�Y1, ' r , 4r ` y `�0 Y/ 1 �V ,\ II r
l i�
113 ' l ^Q� ' I 1 O ,'' /3d' 0 �/! ^ 26 { 25 4 I` \
+ r r 206 ,' / . 01 +25.2 '!-B"x 6"MJ
p O 192 (1 I l 1 1 d�/I r ' - P7 ti l - 6' GVaB
N +25.3p 8 193 ` /� v t i 1 Lal ! Z6 42+24.5 r ' ,r !`OR�INT
49 .O hQ , r f - 8 22 1/2• MJ BEND r 216 1 QI / + .` , , ` , , 1<`�J 1 RI , ., ,}22 �yTOw
+2° 194 ti� / r 28� y r 1 .yBOANK
195 J b0 51 1 i/ r r 0/ r I ` I I t 11
1
+25' Jr25 It �v// �S ,' 1 `1 B e rr ,�, I I 2N��L .�' -�- - - • rr''6. 9p
4 24 191 'v� STS MH ' I , .
2 I'/ O RIM = 24.8' r fo + 'c, e yy, 29, ' ' - „
, //Q' I . RIM = 24J' /KJ• ` 1^� • I ` //�, r .
RIM = 23.6' INV = 20.7 f t23.0 1 ' sp rlr!
♦20P 5O' 45 INV. = z1.1r �O +24.2 I 'D� IZ �� INV. r 2 f.4' \ �z5 4B+ \\ `^ g. t24.7 �\ ` ��1,�, r! r
45' 45 - 205 { 25' 13 32 , �\ l f l ;, ��••��((��� (� r
I 5 / / 25' t25 t - / 36 ! MH tt A 8 (ll✓ +
h # 25 TI 196 MHarL-1 •• SS 280 LP S' MH nJ 3 4Q// ' 6 4 21 T r 2 .1 i + 'f !/
. O +24.7 22! , J (EXfST1NGJ 2 iii /`/` q� - { 2 A ` G ( �� Aj ' 84 ` \ { S P ✓ rJ 1
�I+24.8 '• •'( t24.4^~$'$ �f• ~0.// /pp' IA / r�� I 5 `� 9 .�` +24 \ 1�f/
I 2 '� 3 +24 3 3 - 5 1�' r %/
•
22 4-1
25oil.
# 25 5 r - , i / ,�. t2" // , 1 � � 1Zr � �Q 25' � V - +23 1 , \, L
'h r l0� /�O (0 25. y T�` . ` l �j
los' S 2 zrr8 A yy ~~ /� G 6. - \ 26 ` /O + I - B"x B" NJ 25 3 y�/ti Y.
\ I /`� �2 IR IN NV = 23. 20.9'� .25+y5 O . T ♦ TEE IL` /• \ # _ _ /r[{�f� O f
+23,2 1 t 'ti' +24.0 \+ k / v lob +Z4.6 2f-a'r
1 r
218
25.6t T9 C 26 // Q 204
t24.r �\ p 220 ++ 1 l/ �j C ` 25 4 1 ` + ! U G D
197
• , , r �j r
200 RIM = 23.9' / 90 rod !-B"x 2°MJ TEE ++ - / �~ 2 h 0 25'35
SOr fNV. = 21.4' 1-B"Gv s 8 +25.3 0 +23.2 / ,yp { 60
Jlh l-2"GvaB . {25 -23_ /-- - 0 ��
ro �I , moo' IV ` +
6� 0 (� �+ l- 8"x 6" NJ TEE � _ F
1 199 \� / \, 1-6"GV8a , r_24-' - 25,2 t
h /oir 1�0 ti 203 /...:= + 1 HYDRANT {
b /0 t 2 9 \'21 \ ,23 - 22 23 2 3 + 2 2B ✓r" - ��V I IJ�O T
1 90 01
2B 1 - B" GVaB
(O� C'� 1 (O� I +25. 1 - 8" MJ PLUG y , ♦ ` ` `I
201 r' t � 1-8"x6"MJ TEE ``\ FUTURE LOTS Q TIC -1� �
U �(, L✓ +J9.6 EXrSTr'nrG GRADE
to h +24.6 %�/ 1 - 6" Gv a B / `+ '\ #22;26' ,' t !
N to / i '+ r - HYDRANT
K', +54 + r
r 159' 73 / }+ r , IJ FINISH GRADE
2
02 �fl / 0 / o,33 #2y26 ,' rr It 50 I r •--JB•-•- EXISTING CONTOUR
INV. f6.9
\1 , � 2 _ - - - -
MH *J-4 1-8' 73 ` - `
= " GVaB + / / I.4* , J - 20 - FINISH CONTOUR
t / 2q
I - all NJ PLU / / J�(V + '_ - - - 24 _ r ' r 1 01TCH
r rr r +Z5.31 -'-- $S- SANITARY SEWER
33_ - - ' 52 _W_ WATER
# 25.{25' J , , , t • C.O. CLEANOUT
/ / ` 25 -►M - WATER VALVE
` f� v • S.C. 6LOWOFF
J (� 4 T HYDRANT
^�O 1. % !/'l1�1 (� MN MANHOLE
i I C/lJ U 5 J • D.1. MP INL E T
Zz S90 l �` ==== = STORM SEWER
■ C.B. CATCH BASIN
/ ` - IN- SIL,i FENCE
STORMWATER ' ® CHECK DAM
IA 1997
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f LOCAL RLSIUENTIAL HIIAI
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014id41ENTAL LULLECrOR ROADS
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CURB a GUTTER
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(movtnE0 VALLEY cveei
DMUSBED A9EA._CALCULATI.ON$
STREET RIW' (4205 LF X 70'W)
6 75 AC.
CUL-DE-SACS (2 ■ 110' O)
0 44 AC.
- POND N4 ..
0 `'t3 AC.
POND t15
0.9U AC
DITCH ALONG WEST PI, (1680 LF X 80'W)
3 06 AC.
DRAINAGE EASEMENT FOR POND 05 OUTFALL ..
0 17 AC.
WATER LINE EXTENSION FROM PHASE I TO
PHASE VI (10' W X 1,440 LF) -
0.33 Ac,
TOTAL DISTURBANCE a
12,W AC,
JF16DISTCAI.
THE LAKES at "NSON FARMS - Phase 6
- DEVELOPEO RY --
SOUTH COLLEGE ASSOCIATES
228 N. FRONT STREET, SUITE 309
WILMINiTON, NC. 2840I (90)251-0034
EROSION CONTROL
i
STORMIHATER MAAIAGEMEVT PLAN
I
JOSEPH S. HIL I-9 JR. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
1602 HARBOUR DRIVE
WILMINGTON, N.C. 28401
(9(0) 799 - 1544
DESIGN JSN
DRAWN
PA T
CHECKED
r JSH
SCALE
S0'
r' SHEET
I or 2
DATE
J �J JA NUARY 1997
REVISIONS

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FROM PT, 'A TO PT "B r & UTILITY EASEMENT FROM PT „C" TO PT „D„
S 67' 32' 45" F 159. 64' N 76, 33, 45" W 114.44'
S 64' 6I' 30' E 154- 72' N 73' 44, 15" W 296.77'
S 75' 29' 30" E I/7.82' N 78' 44' 30" W 64.46'
S 80, 53' 30" E 53,07' N 71" 02' 30" W 100.01'
S 71' 02' 30" E 100.77' N 80' 53, 30" W 51, 49'
S 78' 44' 30" £ 63.52' N 75' 29' 30" W 117.82'
S 73' 44' 15" E 297.53' N 64` 5P 30" W 157.50'
S 76' 33' 45" E 112.96' ,V 67' 32' 45" W 160, 90' PT Ar iJ ;ti 4_1- ,50
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NUMBER Or- LOTS (PHASES I-V; - 547
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