FLOOD
INSURE
sTUu

KERR COUNTY,
TEXAS
AND INCORPORATED
AREAS
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COMMUNITY NUMBER • 4E0419
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'G'AEL 1 - S	UMMARY O	F DISCHARG	ES	
FLOODING SOURCE DRAINAGE AREA	PE	AK DISCHAR	GES (cfs)	
AND LOCATION (sSd. miles)	10-YEAR	50-YEAR	100-YEAR	500-YEAR
GUADALUPE RIVER					
Upstream of					
confluence with					
Verde Creek	651	48,700	125,000	175,000	343,000
Upstream of					
confluence with					
Turtle Creek	550	45,800	116,000	164,000	321,000
Upstream of Flat					
Rock dam	524	67,300	164,000	216,000	363,000
Upstream of UGRA					
dam	510	67,200	163,000	215,000	360,000
Upstream of					
confluence with					
Nichols Creek	460	66,820	159,250	213,000	348,800
Upstream of					
confluence with					
Johnson Creek	323	65,540	147,000	199,000	313,000
Upstream of					
Ingram dam	322	36,000	91,500	129,000	251,000
FLOODING SOURCE	FLOODWAY	BASE FLOOD
WATER SURFACE ELEVATION
CflOSS SECTION	DISTANCE ~	WIDTH	SECTION AREA	VELOC TY	REGULATORY F OIODWAY FLOODWAY INCREASE
		(FEET)	(SQUARE FEET)	(FEET PER
SECONDI	(FEET NGVD)
Guadalupe River								
B	399,81	2,280	29,536	6.4	1,431.2	1,431.2	1,431.3	0.1
C	400.73	1,180/798 2	8,978!13,516 2	5.2110.4 ~	1,438.0	1,438,0	1,438.5	0.5
D	401.68	1,020	20,925	9.0	1,448.6	1,448,6	1,449.0	0.4
E	402.42	1,410	20,561	8~9	1,455.4	1,455,4	1,455.7	0.3
F	403.09	760	17,156	10,7	1,462.0	1,462.0	1,462.1	0.1
G	403.98	1,820	27,319	6,7	1,471.9	1,471.9	1,471.9	0.0
H	404.74	1,313	21,425	8,5	1,476.0	1,476.0	1,476.0	0.0
I	405,45	1,098	20,344	9.0	1,482.6	1,482.6	1,482.6	0.0
]	405.95	1,076	21,024	8.3	1,486.3	1,486.3	1,487,0	0.7
K	406,67	874	15,462	11.3	1,492.7	1,492.7	1,492.9	0.2
L	407,13	965	17,213	10.2	1,497.1	1,497.1	1,497.3	0.2
M	407.62	965	19,990	8.8	1,501.7	1,501.7	1,501.8	0.1
N	408.13	1,320	22,411	7.8	1,506.6	1,506.6	1,506.6	0.0
0	408.24	1,450	20,582	8.5	1,506.4	1,506.4	1,506.4	0.0
P	408.62	1,059	18,759	9.3	1,510.4	1,510,4	1,510.4	0.0
Q	409.17	1,099	19,671	8.9	1,515.4	1,515.4	1,515.4	0.0
R	409.81	797	20,404	8.6	1,521.7	1,521.7	1,521.7	0.0
S	410.51	1,690	22,791	7.7	1,529.1	1,529.1	1,529.2	O.l
T	411.04	1,456	21,453	7.6	1,534,4	1,534.4	1,534.4	0.0
U	411.82	1,105	19,621	8.4	1,540.4	1,540.4	1,540.5	O.l
~	412.43	900	15,179	10.8	1,546.5	1,546.5	1,546.5	0.0
N'	412.96	1,190	22,502	1.3	1,553.7	1,553.7	1,553.8	0.1
X	413.44	993	18,591	8.8	1,558.2	1,558.2	1,558.2	0,0
Y	413.97	836	17,036	9.6	1,564.2	1,564.2	1,564.2	0.0
Z	414.61	775	18,861	8.7	1,572.2	1,572.2	1,572.2	0.0
					3	3	7	
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~ es a ve mouth Elevations based on base flood discharges taken from revised hydrologic analysis dated 1995
2 Left channel/right channel
~ FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOODWAY DATA
~+ KERR COUNTY, TX
N AND INCORPORATED AREAS GUADAIUPE RIPER
FLOODING SOURCE	FLOODWAY	BASE fL00D
WATER SURFACE ELEVATION

CROSS SECTION	
DISTANCE ~	
WIDTH	
SECTION AREA	MEAN
VELOCITY	
REGULATORY	WITHOUT
FLOODWAY	WITH
FLOODWAY	
INCREASE
		(FEET)	ISOUARE FEET)	(FEET PER
SECOND)		(FEET NG	VD)	
Guadalupe River								
(continued)								
AB	415.90	650	15,961	13.5	1,583.6 ~	1,583.6 z	1,583.6 ~	0.0
AC	416.35	746	15,994	13.5
~	1,587,8 ~	1,587.8 ~	1,588.0 ~
~	0.2
AD	417.00	600	15,559	13.9	1,597.1 ~	1,597.1 ~	1,597.7	0.6
AE	417.45	1,070	26,657	8.1	1,604,7 ~	1,604.7 ~	1,605.6 ~	0.9
AF	417.84	850	18,731	11.5	1,607.5 ~	1,607.5 ~	1,608.2 ~	0.7
AG	418.23	760	20,060	10.8	1,611.9 ~	1,611.9 ~	1,612.7 ~	0.8
AH	419.05	800	20,627	10.5	1,620.0 ~	1,61A,0 ~	1,620.7 ~	0.7
AI	419.47	1,000	26,035	8.3	1,623.8 ~	1,623.8 ~	1,624.1 ~	0.3
AJ	420.04	700	16,673	13.0	1,627.5 ~	1,627.5 ~	1,627.8 ~	0,3
AK	420.55	742	15,326	14.0	1,644.0 ~	1,644.0 ~	1,644.1 ~	0,1
AL	420.41	767	22,770	9A	1,647.0 ~	1,647,0 ~	1,647.0 ~	0.0
AM	421.36	707	22,590	9.5	1,648.3 ~	1,648,3 ~	1,648.6 ~	0.3
AN	421.81	492	14,966	14.4	1,649.1 ~	1,649.1 ~	1,649.3 ~	0.2
AO	422.62	534	15,134	14.2	1,655.8 ~	1,655.8 ~	1,656.5 ~	0.7
AP	423.42	540	13,607	15.8	1,662.9 ~	1,662.9 ~	1,663.7 z	0.8
AQ	423.85	750	14,907	14.3	1,668,4 ~	1,668.4 ~	1,669.4 ~	1.0
AR	424,37	1,000	1$,618	11.4	1,680.4 z	1,680.4 2	1,681.4 z	1.0
AS	425,54	1,300	25,095	8.5	1,694.4 ~	1,694,4 ~	1,694,6 ~	0.2
AT	425,79	850	15,312	13.0	1,694.9 z	1,694,9 z	1,695.0 z	0.1
AU	426.10	450	11,250	17,7	1,698.7 ~	1,698.7 ~	1,698.7 ~	0.0
AV	426.52	600	15,947	12,5	1,705.3	1,705.3	1,705.5	0.2
AW	427.23	710	12,460	10.4	1,709.0	1,709.0	1,709.8	0,8
AX	427.74	806	14,015	9.0	1,7(4.3	1,714.3	1,714.5	0,2
AY	428,27'	670	10,473	12,0	1,718.6	1,718.6	1,718.7	0.1
Miles above mouth
Elevations based on base flood discharges taken from revised hydrologic analysis dated 1995
Shown as Cross Section AN on FBPM for Kerr County, TX (unincorporated areas)
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FEDERAL EMERGENCY MANAGEMENT AGENCY
KERB COUNTY, TX
AND INCORPORATEDAREA5
FLOODWAY DATA
GUADALUPE RIVER
FLOODING SOURCE	FLOODWAY	BASE FLOOD
WATER SURFACE ELEVATION
CROSS SECTION	DISTANCE ~	
WIDTH	
SECTION AREA	MEAN
VELOCITY	
REGULATORY	WITHOUT
FLOODWAY	WITH
FLOODWAY	
INCREASE
		(FEETI	(SQUARE FEET)	(FEET PER
SECOND)		(FEET N	GVD)	
Guadalupe River								
(continued)								
AZ	429.05 ~	524	8,826	14.3	1,727.2	1,727.2	1,727.2	0.0
BA	429.73 2	1,218	18,706	6.A	1,737.1	1,737.1	1,737.1	0.0
BB	430.32 2	499	9,121	13.5	1,741.4	1,741.4	1,741.4	0.0
BC	430.90 ~	1,090	11,021	11.2	1,750.2	1,750.2	1,750.2	0.0
BD	431.52 ~	1,010	12,976	9.5	1,756.3	1,756,3	1,756.3	0.0
Johnson Creek								
A	0.19	340	6,658	12.9	1,696.0	1,693.3'	1,693.3	0.0
B	0.59	946	8,930	9.6	1,700.0	1,700.0	1,700.0	0,0
C	1.05	718	7,972	10.8	1,708.1	1,708.1	1,708.2	0.1
D	1.54	600	8,614	10.0	1,714.7	1,714.7	1,714.8	0.1
E	2.12	540	7,578	11.3	1,721.2	1,721.2	1,721.4	0.2
F	2.81	813	10,300	8,1	1,731.0	1,731.0	1,731.0	0.0
G	3.30	540	7,774	10.7	1,735.9	1,735.9	1,735.9	0.0
H	3.89	342	5,204	15.9	1,744.0	1,744.0	1,744.0	0.0
1	4.55	886	9,977	8.1	1,757.1	1,757,1	1,757.1	0.0
J	5.36	423	5,727	13.8	1,765.7	1,765.7	1,765.7	0.0
K	6.18	S00	6,837	11.3	1,779,8	1,779.8	1,779.9	0.1
L	6.97	520	7,187	10.7	1,790.7	1,790.7	1,790.8	O.l
M	7.48	652	8,405	8.9	1,797.9	1,797.9	1,798.7	0.8
N	7.96	936	11,286	6.4	1,805.4	1,805.4	1,805,5	0.1
0	8.34	1,445	13,636	5.3	1,808.6	1,808.6	1,808.7	0.1
P	8.74	939	7,327	9.9	1,813.3	1,813.3	1,813.3	0.0
Q	9,37	1,262	10,974	6,4	1,824.5	1,824,5	1,824.5	0.0
' Miles above mouth
Z Shown as Cross Sections AO through AS on FBFM for Kerr County, TX (unincorporated areas)
j Elevation computed without consideration of backwater effects from Guadalupe River
1
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FEDERAL EMERGENCY MANAGEMENT AGENCY
KERB COUNTY, TX
AND INCORPORATED AREAS
FLOODWAY DATA
GUADALUPE RIVER AND JOHNSON CREEK
FLOODING SOURCE	FLOODWAY	BASE FLOOD
WATER SURFACE ELEVATION

CR05S SECTION	
DISTANCE	
WIDTH	
SECTION AREA	MEAN
VELOCITY	
REGULATORY	WITHOUT
FLOODWAY	WITH
FLOODWAY	
INCREASE
		(FEET)	ISQUARE FEET)	(FEET PER
SECONDI		(FEET NG	VD)	
Tawn Creek								
A	0.420 `	383	3,940	6.9	1,624.0	1,620.0 2	1,620.0	0.0
B	0.620'	195	3,384	8,0	1,624.0	1,620.7 z	1,620.7	0.0
C	0.690'	166	3,254	8.3	1,624.0	1,623.9 ~	1,623.9	0.0
D	0.770'	412	4,815	~ 5.6	1,624.9	1,624.9	1,624.9	0.0
E	1.020'	291	2,708	10.0	1,628.2	1,628.2	1,628.2	0.0
F	1.230'	326	3,903	6.4	1,632.8	1,632.8	1,632,8	0.0
G	1.400'	374	3,353	8.1	1,635.5	1,635.5	1,635.5	0.0
H	1.590'	300	3,105	8.7	1,640.3	1,640.3	1,640.3	0.0
I	1.800'	448	2,920	9.2	1,644.3	1,6443	1,644.3	0.0
1	2.070'	366	3,437	7.9	1,650.1	1,650.1	1,650.1	0.0
Quinlan Creek								
A	0.13 ~	245	2,487	6.4	1,606.1	1,599.0 ~	1,599.0	0.0
B	0.41'	345	3,330	4,8	1,608.5	1,602.9 ~	1,603.4	0.5
C	0,61'	176	1,439	11.1	1,609.0	1,605.2 ~	1,605.7	0.5
D	0.84'	265	2,399	6.7	1,612.6	1,612.6	1,613.4	0.8
E	1.01'	300	1,901	8.4	1,619.1	1,619.1	1,620.1	1,0
F	1.16 3	186	2,042	7.8	1,624.2	1,b24.2	1,624.7	0.5
G	1.32 3	280	2,460	6.5	1,629.2	1,629.2	1,629.7	0,5
H	1.45'	329	2,496	6.4	1,632.0	1,632.0	1,633.0	1.0
I	1,59'	335	2,137	7.5	1,637.7	1,637.7	1,638.5	0.8
J	1,70 3	200	1,820	8.8	1,639.2	1,639.2	1,640.0	0.8
K	1.83 3	300	2,889	5.5	1,642.6	1,642.6	1,642.9	0.3
L	2.10 3	300	2,043	7.8	1,646.6	1,646.6	1,647.6	1.0
M	2.45'	263	1,686	9,5	1,656.3	1,656.3	1,657.0	0.7
' Miles above mouth
a Elevation computed without consideration of backwater effects from Guadalupe River
3 Miles above State Highway 27
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FEDERAL EMERGENCY MANAGEMENT AGENCY
KERB COUNTY, TX
AND INCORPORATED AREAS
FLOODWAY DATA
TOWN CREEK AND DUINLAN CREEK
		
	
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CBMMIINTIT•PANEI NUMBER
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KERRVILLE, I'~~~~~i,
TEXAS ~'~~I~„~~ clx~oF
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PANEL 5 OF 10 ~ TEXAS
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\ JANUARY 19,1982 ~ '~~~oiip,!~h~ COMMUNITF-PINEI NUMAER,
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''c'TEXAS
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I
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fl. 'I, ~i PANEI 11S OF350
li
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MAP REYISEO: MAP REVISED: i'
Y 1 7979 / \ MAY 1 X919
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'Ol1SIN~"~ U. S. DENARTMFNi (IF HOllSIN~i d 1
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JANUARY 19,1982
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as urznji arer~e.dvpaMia~deler5r
_ Fa' auras d aAwul Gn Tlug~
! des aho detamir~ed . r.
20AIEW99 b' Dsotected from t(0 yyr'NuoO-
r Fload prdeaGn system undgtmrM '•-
• ~ ion; no base Rood ekv+aoria 111e~',, >,
j ry ~
20NE~ ': sal Ibod wish velairy havrd ,wa~ ,
.. I; eo hasedeud ekvYmdnsdenfMrkd•,~...
. , Good with velocity liazird tKhr.;
20NE~VE .40
' I; Liaefloddekwdaa dnumireA. ~.
fE00EKNAY IN ZONE AE ~ `t
~ „ r~
' i.
' a is
OTHER`fl0(~4 REAS
"F 1 ' d 506.yae Bad uen d ?7~
20NE iI wid~awoNadeglydkneiantmdm.
,~ aras ks tron ~:~
;t yy x
~'
f--^---t OTHER AREA ~ • ',.• ~ "~
IL.~-~I 20NE 7f A em""`dfobe°uevde9~-y<°~
20NE 0 ~ b wNtA ~ jHZarda uS'>!~M.:~.:.
•' ~f ar ,.
r t *~
UNpEVfSAtd~ A$fiAtBARRIFRS} - ~
x~
F ~ ,
IdeMitied ., ~ pq~ ...~.~ ~,'.
~IdYa « aa~et w w~ ~
{Cwsui Mpies uen are normsNY
hunrd ursr. ~ rt•BoaduY ~ .
~.-- f
_~.r f 4ouedwY ,;
_ },
~ ry Olridi~'Speaal flood Hanrd
7.ontis Boundary Dividip9 Neasd ciN• ;
Merd Bax {load NeratioaslVNNO .
wmd 2ones.~
-,•--•-513•.•••-•- Bau BlYlM1nnwe; Fkv+donin Feet'
' p p Gouy Ime ._
{Et 9871 Face etPJ° fkraiinn in Few Where Untiam
Wehin'ITaK'
r
RM Tx Beradd d ~ , ~
_ ~M1.5 ~ Bker A4k ~ •.
+Aakrenced lathe Naliraul C>eodelk V~nical Datum d 199 '.l
NOTES
Thh rrepfsbr use in adnidsferMp ..Natkrsv ~ytl1°__re..pd4~,~..
Bdoes ncl rieceasatBy ideeslY aN rk eaNes taMSids ~ ~~
local drahta9a sWrCeS d wwN s a sB plenlrnet
consu~Bed~ rtpre Eelalllq mad Es. ~ la doh ~
Iloodway dellnealiolK pna to use S~ msD ~ WWeaY 9w~ a
' c0115aItIC110n Wrymes. .
Areas of $pedal Foal Hazard fiOP~sar Noodl bclu0e ZOM6 A. AE, A1'
AaO. N1, AD. A99, V, VE and VF~V30. s
Band
Calm areas nabS{wGalFlocdN Areas m%'beM~~~ .
ecuuastruaaes. ~ -, .
Bouraarles d iha IboawlYa 'fie ~ al aosa asxl m
INBtpdaleU behrean ours ~ao ~ d the fd?Yal
hydraulic canyderadat! WAi
EmargencY~'~ m. •_ '.
FbodnNwdlhs In aameareks~~m`v'WShewto ula: Polar,. h.
A sn FtcwYiar ftita TaNe wlrae I trah k sftawn rt ilz0 Ydt.
tiQM>A~ {
-{ AilYl 11YIIW4A
°a"'umn X19 U11S8
~~ ~ , ~~
' Efi[CilYED1~SE~ ~: ,
I MaY s .~~y ~`~
1 ~~~- ~ ~ Mc ~,1 Ilovh{n , 1 ~ Arvo uwe~n,
,>j ~,~~
aRih F f4'El:f s
US-DEP j1'EIL~ •`,~
i h0
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{ ~ nnD ~ { ~
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~' f ~ /~
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1#0120 0005	i ~	~ ' "	•ReMencedb ifie Na1~iStI faFe~e' er AitrMd 74M ;:`~"'y '~`
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MAP RfVISEO:			NO
~ '	
4NUARY 19,1962 '				
			r	
			This mq+Isbruse in admitYetMnp'NaibrW Flood hwranca Prcpraa~try1p
hd
d
A
ld
N
N ~
l	

Y mnpemenl rawncy

-	

~		oesn
rtecessat
y
ya
en
to
loodng. palfRrAiWry Mall
local drainage saurcea d small a a W planhnelric lealute! ouWde
Speclal }~ HaraN Areas. Tk mushy map repesgory NrotAd pa	
			consoled for rtpre delaMed Etta BFEa, and for any Mlartnalien en	
_,__ - _			IloadWay 6ehnealiorts, Aria to use of this map la progeny purchase a	
	
t		constmctbn purposes.	
	L{NiIT OF		Areas o1 Special Flootl Harard 1100y>sar Road) swVuAe Zones A, AE, At-	
	DETr+~EDSTDDY		
A30, AH, A0, A99, V, VE aM V1~Y30.'	
			CaWn areaz na In Spectal'Flood tialAm Areas may be protected by hood	
~
`			contra slrupures.r	
~			
Bounoanae of the IIWdWays Were ~Carottted a1 cross seclidne and	
~ x ',	
~•		ime late! between ciasa sec
T
u
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h drauhc consiAaalbns a+lh to
requ
e
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me Federd
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i.		Emergency Managenrem Agency.
{~	
	RM ~~
~ ~ ~	ZONEA	Fbodaaywtdlhs in same~uees may be
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	1709 q		to FlooAVay Wta Table whaeflooAvl~wldhls shown al t/20 inch,	
	1 ,r p
F		Coasld base soodekwbons appyody ~ettdwaM al0:0 NGW,eM iMude	

ZONE A	`V~G
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			planning. ~~	
	- ~
~' ZUNE AE
a		Corporate Ilmss shown are Cured and dse dtle d Ihis map. the use
shcule contact apprapriale ~s m ddmnine p rorporate	
qM	~1 o		limas fuse changed sWseptgtl to the I~suulce d Ihrs m<p.	
Ito- e
~I750	of '
~J	
~ _	#
Fa cummuniry map rntslm hlsta/ ilia b counlywMa mapping, see	
LIMITOF	~~		sections od the Flood MlsaeLtce Sl Rapon.	
DETAILEDSTUDV	~o ~		Faa nln els,see
dpl g Pen separatey prlNed MaP Index	
~E~	ss			
~p
Ilt5	~		n.	
1743
uMITOF		
/	~
MAPREPOS~ORY	a
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~~II DETAILED STUDY	~1 /		Reler m Repository Liu~ap on Index Map	
1	o
1		k
~'	


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EFFECTIVE Dy}TE OF	

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#		COUNTYWIDE FLOOD INSI~tANCE RATE MAP:	
~
~			P	
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-		
EFFECTIVE DATE ISI i7F REVISIbN 1S110 THIS PANEL
~	
..	~		~
~
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	{	i	
~	
LIMIT OF	j		'`The 6aseflnai dLSCharges along CuaAaF
NN hom cross-sedidn Mlo	

~FLOODWAV -	
B		noss~txtn AV Wee Ialwn Imm a revised
qc analysis, daleAd99k'•
t	
I
			Peter to the FLOOD INSURANCE RATE ~ P EFFECTIVE GATE Nwwq	
172y 1			siructaes iniryemnes
a
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			where
xkva
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on
sadepms agDeen sfud	
RM -	a	s	To determine it Ibod imurarue o avagahk this community, mmaci you	
"m '. 170E			imunnce ayem a caY tk Wrionll food l arts Fogram al (90i)163s66ID.	
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~~ IEYATIONREFERENCEMARKS~ ;	
~		
~ ~	:
._.
t ~;.
~	_
,;Y'~T4'
~
					rcr.
			P	~
y~rT;,~	
			TNS map L4MVI9Bb	NYI91W FTood aY ~ .,
'	
VCE ELEY~ ti			AdJBSIIeIIRLPoSadIyMl~tdILyIM	,
•~btb9drlp,
`
tlml	
,r T, Ne' ,1 DE6CnIPYIDN OF LDCi11pN			IOCdI dfiklagP Sgltel6jl ally	~
!
atd Y aE pYllblehK bYleel OlblbzS	
	
'		Special Flood FgEerd AmY. ~	bNimpily map )ep6elbly ehDlAl ba",
-	
-
r.
rr 15se a6 uses pm2h mm1x219'nMmpaMnpMmrproamv npmrrBflmvpmm~dsmo-
NghmryndeyppmrSWr GrVM rl iM mrm
la	
I		consWled for mae YeWNd
tlooAvay llYinedklla, pfbfb	AF.Ei, end la yY kEetnlaUEN
d(Ab map for plopdry pledlye q
~	

y
' "
w
MCmam lmz orswv
4 sWgme df4 VlmnpM-T2r9 r9)V IIM'w~Y 2-	I		CgIYN6tlal pup9eea. ~..	;
~	
z Issr SO SwlMmsl cpnadwaumM<mpmareliwrowe	
I		Areas of SpeeW Fleod?luartlh	fb9tll lrrcllde lollea A. AE,At-kl	
			A00, AH, AO, A99, V, VE and VY	, v	-
~7 151529 NSImMVnl rMadamp Nd eaMtw SwmrG~npw )s lam rermd MCmrre lined
SWe Nppemy2i			~
~n $p9dal Fllaod
etIfW	~ ~
AVVNle may beproledM byAoed =A:	
-

'V	~		COII
5lnldum5		,
1673.16 Spye M~~<amrele mVtOol pucwmdaTew HynaeyppmmmMlnsgrmm ma'4a			
r	'~
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ssllwl easlaMC.,mrfPVdslam ngnwryn			Buundarbs el Hla Ilopdways	conpldgd Y cross sllctlolle yy
''	.
6
r59e 79 uSGSm nmrkw 2151,MIOPdpr. pNaa.iw Hywry pA,p,,.,lrinu y			inkrydY6tl bltw'een 61059
hydrauNC consldintldg wXh	Tlb fbodweys wxe bash Vil ~
to ~gdilr~NS d IM Fedxal	.
mmu %]Iaawla Mww emd soh Ngrmrn			EmeyarlgMalagelrlerltAgplcF		
6 ~591669pale CWm<WwsfMtlgll orrM5pT m6ed Hwy 2l pppoa lD9rMEmla TKVy
sp6a BAV 2/ ~
`	
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~		
Fhodary wldlh9 b some areas
to Flood
D
t
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D6 bo rlarfam b show to acak. R91a	
-

1 t 5%30 Taus SYY i
Tlr II1~DpI &asl OrM bxmm MlmaN6p lisam MNaMaa(mwd
~Y ~pw Gn9ww'V Guar	
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CoedYbase tloodebvYidn apply	YiyN{ph b shavn A 120 ind~.

Iarlh'ifdd OA NGVD, alld bdYdir	
.
	
~		the eSaisdwae adbn;Sle9e	mry also filler signsle~yholn	
e tQ10 II igVSyylleY pp argr mklyyn MmpdMMMYIm MSaupiwslmw	~		those Aevelapedbythe NetlorulW	$BM1tCYIrm tIURPJIMl eY0CYN011,	
o1MXwV lb b~9gp owr Ca^9sWMN Crwk BM7	Q		Plannllg.		~.
	a				
6 1.59191 $pweNnWrcMpmMLnMpatUmrlhe9Narw6w^ammilcanmdM	Y	j	corporals limbs shown are	l4dthedebdmi9map. Thelrw	
161msi[pmdSmNlpawynmawmawelrw	~
~		sMdd codxlfiPloPrlele
~	dfidebbdYYrmineSCarpaeb,	

D 16p6N Td Shw Nmy. papl &ut eVLw Mbpp M5wM6Y9w Nna~rlwwdMMry
n NgNww OwVn crank eatr	0
I'
~		limps hive changed s~e9Ned
heuirca d Ihh map.
-
Fa communhy m~ roNYon Ndgly prior b InVeaywiGO mapppp
see	

V 159167 Spin uam MmiYn MValrplcmrwd M
pd
7	i		.
Section 6.0 0l the Flood h9laence gMgy Rpporl.
I	
i
Cw
M
laNSShpt9Mp6 pmr
arwnuw,			Fa agdlirp panels, sw 79PdWlj!.pMbtl WP Yldei.	11	
2 7062.11 Spumewwaaoww Mrmmrs.l wpaMPVipSNN w16P v.~0ukVn Cnml			., ~ ~	~9
I
I	,
9 I,BIa205pv6 WIm MNprlh Ae96Nirm Gm9en Gwkmtl Fdm SW91. AI G~Ia				I
I	
			MAP REPOSITORY	;	
			Aeler to flePositdry~lstihp on Index Mep		
	
~		EFFECTIY~ DAiE Of
COUNTYWIDE FLOOD INSURANCE RATE MAP.	

111	
			EFFECTIVE DATE I51 OFAFIUISION (S) 70 THIS PANFL
I		

'	
I		it
'.
~
'
~		
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	~		To dMermure if hood insuipceh avY~	hle in This oonNrgnNy, comxi year ~		
			eaunnce agem aaY the W.IbrdF	NNwnce ProgramY(e00163&ELID.		
			#	
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\ KE~RT o~MBEoRE~:
\\ 2 SGAKLI:I URNS
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B. CHAPARRAL OHNE
9 kg RUl1ltS LN3N~
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' ' KEg,E,VILLE,
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/ KERft ~OgNTY
_%
~`~, RANEE 5 OF 10
DDMMUNIIY 48~42DN0005ED
MAp REMISED
I JANUARY 19 1982
brmi env~gem'v ,nnnav~nen~ ,aaiic,
~ZOPlE A
t_
Xu4aNXt {totlo INSUXXNtt PNOSFe~
~100DWAY
fIODD 6DUNDARy AND
FEOODWAT MAP
cKrT~~g,VTLLE,
TEXcAos TY
4 ICF.EK
PANEI 5 6F 1D
COMMUNIIY'a~p~~p ~OpSA
MAp BEyI$ED'.
JANUARY 19,1982
~~ ~~ INSOXXNtI PN06AFN
~ XII1UNAl F109U _
~ttRRuu
', I~Rm
;, fIVOD INSURANCE RA1E MAP
,~, !,I ~KERE,VILLE, '
,I '~ KEX os rY
PANEI ]D DF 10
me~pe"'Mt pence
IdNd ~yeneY
COMMUNITY 480420N00 ~D D ~'
MA4 REMISED.
~ JANAAAY 19.1982
' ~ ema9~"cv maneVeme"t jQencv ',
hperal
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° a pG~°D~]~~ObU ~nMC~OI~C~L~G,~~
CIVIL & ENVIRONMENTAL
9310 BROADWAY, BLDG. II, SAN ANTONIO ,TEXAS 78217-5987
210/8249494 FAX 210/8243491
Tn ~"1 P,r-~ 2
~'~rrvi~I.e.~ ~-~OZB
Eiled ~ ~~Y oaf p_ ~g°1111ME
p (31CIR DYE
Cler ~ Cnt~D f:~ur', Kerr .pia Texas
L E, ,E~-- ~F T ~t~KI'!'~l''AL
Date: ~ Job No.: ~y A _~O_6
Attention: ~~ (	S~1

-C W e	

r
FILE:
Q~0 Correspondence
^ 2.0 Design
^ 4.0 Construction
WE ARE SENDING YOU ^ Attached Under separate cover via
^ Specifications
^ Prints
^ Change Grder
^ Shop Drawings
^ Plans
n
the following items:
^ Copy of Letter
^ Samples
COPIES	DATE	DESCRIPTION
I	`t z	SA~wS V~I~r ~ r>;
	2 ~	1~vfiCe o~ v-
			
		
		
		
		
		
THESE ARE 7TtANSMITTED as checked below:
^ For approval ^ Approved as submitted ^ Resubmit copies for approval
^ For your use ^ Returned for corrections ^ Submit copies for distribution
^ As requested ^ Approved as noted ^ Return corrected prints
^ For review and comment ^
COPY TO SIGNED ~ -'7~~~
Ij enclosures are not as noted, kindly notify us at once.

P't]BLIC NOTICE OF AVAILA$ILITY
FOIL I3RAF'I' ENVIRONMENTAL ASSESSMENT
A draft Environmental Assessment (EA) has been prepared in cvmgliance with C~~aptGr 363 of
the Texas Administrative Code by the San Antonio Water System (SAWS) for projects
associated with the Water Recycling Prngtam_
SUBJECT: The San Antonio water Sysicm's water Recycling Program will initially take
22,000 acre-feet and ultimately 35,000 acre-feet of water meeting Type I requitrmettts (TAC
Chapter 210) from Salado and Leon Creek Water Recycling Center's (WRC) and pump it through
a recycled water transmission system (separate fmm the drlnicing water delivery system) m
_.. _... _ carstameis throughout the San Antonio area. The first phase of the system wi71 consist of (1) the
costing Water Recycling Centers. (2) two mai_~ nipclines, (3) extetssian mains to provide
recycled water service to c:~~stamers, {4) pump and storage facr7ities and (5) a rAnt:ol for
monitoring the entire network. The Salado Creek pipeline segment will begizi at the Saiadh
Greek WRC ant; proceed in a pvrweay dircdivn towards North U.S. 281 and Harty Wunbach
Roac;. The Leon Creek pipeline route wt31 begin at the Let~n Creek WRl" and F ^yoeed iL a
northwesterly direction toward northwest San Antonio along Loop 410 and IH-10.
DUCUII~NT: The Draft Envitontnental Asses.~tuent summarizes the l~Pv~ 1~.~ ~
evaluates environmental impacts assoaated with the prEferred pipeline afignmeata and other
alternatives which wene considt~d during the concept developmerd phase of the projects. 'I7te
document identifies patetrtial shoe tcrtn adverse impacts W be chiefly canstrnction~elated wiW
cvnstntetion sites possibly affected by noise, dust and possible disruption of services affi travel
routes. No significant long-term adverse Impacts have been identified.
-mole -
PUBLIC REVIEW: The Draft Environmental Assessment and supporting documents will be
av adahle for public review and comment fora 30 day period beginning Marich 26, 1997 and
ending Apn125, 1497 at the San Atonio Main Public Library and all branch locations; Bexar
County Courthouse, Cleric of Courts Offiec, 100 Dolorosa Street; City Cleric's Office, Military
Plaza; and SAWS Customer Service Centers st 1001 East Market Street, 803 Castroville Read,
Suite 409 and 3930 Houston Strrci. For a personal copy of the Draft Environmental Assessment,
the document may also be purchased from the San Antonio Water System for the cast of
reproduction
CammenLt to the Assessment atz encouraged to be made in writing to the
attention of Mr. Jerry Berry at SAWS. Subrnii comments by mail t,o SAWS, Cypress Tower
Bolding, 1222 North Main, San Antonio. Texas 78212. by fax at (210) 704-7115, or by e-mail at
JBerry@SAWS.org_ Comments must be postmarked no later than Apri125, 199?.
PUBLIC MEETING: A public mecting will be held to allow citizens to make commcnts
tzgarding the Envitn~tental Assessment on Monday, May S at 7 p.m_ at the ('.enual SAWS
Office located ffi 1001 E. Ma~cet Street in dvvvatown San Antomv. An information fair wr~l be
bead prior to the public meeting from 5 to fs;30 p.m. at the same locariai to provide the public
with additional information vn the Water Recycling Prvgr~ and an oppofiruity to ask questions
Uf SAWS' staff. This meeting site is able to persons with disabilities. Paddng is avat~ahle
and an entry r~unp is located on the Commerce Street side of the building_ Anxrliary Aids and
Scrviccs an avadable upon rirquesrt (Interpreters for the Deaf must be nrgitcsicd twenty-four (7~
hours prior to the meeting}.
A final Environmental Assesame~nt incorporating public input will then be ptzparzd for
cvnsideratdon by decision malting authorities.
For mote information. cocitac;t Julie Anger at 704-7548 yr 704-7444rTDD.

SAN ANTONIO WATER SYSTEM
WATER RECYCLING PROJECTS
ENVIRONMENTAL ASSESSMENT
• The San Antonio Water System plans to construct a recycled water system to supply
non-potable water users with recycled water.
• In response to requirements from the Texas Water Development Board, an
Environmental Assessment has been prepared for these water projects. This
Environmental Assessment is a public document.
• The attached public notice of availability will be published in the San Antonio
Express News on March 26, 1997.
• In addition to the San Antonio area public, SAWS would also like for this document
to be available to the public in surrounding counties.
• Please keep this document in yoar county clerk's office for public access for a period
of 30 days until April 30, 1997.
• At the conclusion of the review period, all comments received will be used to finalize
the Environmental Assessment.