COMMONWEALTH  OF VIRGINIA
 WATER   QUALITY
ANDARDS
       IENTAL
       AGENCY
           VIRGINIA STATE
           WATER CONTROL BOARD

-------

-------
                    Water Quality Standards  Summary

                                  for

                           Interstate Waters

                                 of  the

                       Commonwealth of  Virginia
                                   U.S EPA Headquarters library
                                        Mail code 34Q4T
                                   1200 Pennsylvania Avenue NW
                                      Washington, DC 20460
                                         202-566-0556
Environmental Protection Agency
Region III
Curtis Building, 6th  & Walnut Streets
Philadelphia, Pennsylvania   191.06
Virginia State Water Control Board
Post Office Box  111U3
Richmond, Virginia  23230

-------

-------
                          TABLE OF CONTENTS
Introduction  	    i

Water Quality Standards
  Section 1.  Rules with State-Wide Application   	    1
  Section 2.  Rules with Specific Application Based On
              Climate, Geographic Area, or Uses 	    4
  Section 3.  Variance in Standards 	    6
  Section 4.  Application of Standards  	    6
  Section 5.  Key to Special Standards  	    7
  Section 6.  Designated Water Uses and Water Quality Criteria  .  .   16

River Basins (Exhibits - See Section 7)
  Section 6A.  Big Sandy	   19
  Section 6B.  Clinch River 	   25
  Section 6C.  Holston River  	   33
  Section 6D.  New River	   41
  Section 6E.  Roanoke River  	   51
  Section 6F.  Chowan River   	   63
  Section 6G.  Shenandoah River	   69
  Section 6H.  Rappahannock River 	   81
  Section 61.  York River	   89
  Section 6J.  James River (Lower)  	   95
  Section 6K.  James River (Middle) 	  101
  Section 6L.  James River (Upper)  	  109
  Section 6M.  Chesapeake Bay and Atlantic Ocean	119
  Section 6N.  Yadkin River 	  127
  Section 60.  Albemarle Sound  	  131
  Section 6P.  Potomac River  	  135

Implementation Plan	145

Appendix	147

  Glossary of Terms   	147

Figures   	iii

  Figure I.  Significant Interstate Waters of the
             Commonwealth of Virginia	iii

Index   	1515

  Stream Index	151

-------

-------
                       <>f  .*at-r Duality  Standards
                              f o"
                      Interstate  -'.It e-s
                           of the
                      -.o-r.ve,"il t_h "i ''• i rj;ir i ,:

                         I PL •  OUUC t ! OP
     In the --i
establ ishment o
                  Duality  ,u-t of  l°b:-  Congress authorized the
               f wat( •• quailtv  st.inda. i1s  for  interstate ( iru: ludiiu',
coastal) "aters.  The purpose nf  these standards Is to protect and
enhance the quality and productivity of the Nation's interstate
waters to Sfvo <.i vwif-ty  ot'  Beneficial 'isos,  such as pni)lic w«it<-r
supply, recreation, protection  of  aquatic lifr?, and industrial
and agricultural uses.  This publication  sunmari^es the standards
for the general information of  tin- public and  Federal, State, and
local officials as to thf  uses  and associat'-d  requi rene.nLs fo-
         'i wa t e ways .
     The Act, which amended  the  Fr>rifi-al  ..'-t.-r Pollution Control .ict,
provided for the states  to hav.  tho  first  opportunity to .-sta' •! ish
standards for their interstati1 waters,  which wc>re then sui-jftct to
rnviev.' and approval l/y the Secretary of  the Interior.  L'n December 2,
1970, the responsibility for  administering the -/atr>r Quality Act of
1965, was transferred to the  Administrator, linvironnental Protection
Agency.

     All of the state?;,  the  iHst-iet of  Uolunihia, and the territories
of Guam, i'uerto Rico, and  the Virgin Islands participated in this
landmark effort to set standards.   In the  course of establishing the
standards, public hearings  were held  by  the states arid other juris-
dictions noted above to  give  the public  an opportunity to participate
in setting water quality objectivi s  and  standards.

     The standards for interstate  waters,  which the Commonwealth of
Virginia adopted March 28,  1967, were partially approved by the
Secretary of the Interior  on  January 17, 19n9.

     The Commonwealth of Virginia  adopted  a policy to protect  its
high quality interstate  waters,  and  amended their standards effective
July 20, 1970.  On February  22,  1971, the  Administrator, Environmental
Protection Agency, approved  the  amended  standards excepting Section 1.01,
accepting the 1967 General C^ite-ia  in  its stead.  f See 1'age I, 1,01 (!>),
approved Federal Standards for Virginia  Interstate .iiters).

-------
      The  standards as approved are those applicable  ci; 'er the Act
 to  the  Inte-state  Caters  of Virginia and art-  consistent  with the
 protection  of  the  puMic  health and welfare,  the enhancement of
 wat«•- quality  and  the purposes of the Federal ..'alei  tollution Con-
 trol  i«:t  .is prnvid'-c  "•>'  Section lCKc)(3) of  tint  -Vet.  The standards
 consist of  the Comnonweal th cf Virginia water quality  standards
 effectivi July 20, 1971 ;  the "description nf  waste  sources" dated
 Ap'il R,  1970  supplenerited  -is  described by the Industi ial -taste:
 Treatment Needs List  and  the Municipal -Vast*1  Treatment Needs List
 enclosed  with  the  FY  71  State  program plan;  and the  policies and
 statements  set forth  in  the State Water Control lioard  transmittal
 letter to the  Federal  Jater Quality Administration dated May 12, 1970
 except that  where  on  i'aj»« 3, Paragraph ii-9 that letter refers to
 Section 62.1-44.15(14),  is  substituted.

      The  standards an; now  being  implemented.  However,  there will
 be continuing  research on water quality requirements for various
 beneficial  uses  and improved collection *nd evaluation of water
quality data.   AS  more information becomes available and experience
with  implementing  standards  is  gained, the standards will be refined
and improve-d to  reflect this new  knowledge.

      Should more detailed information  be required on any aspect of
the standards,  it  may he obtained from the Comnonwea1th  of Virginia
State Water Control Board,  i. 0.  Hox 11143, Richmond,  Virginia 23232;
or the Environmental Protection Agency, lU'gion  HI,  fcth  and Walnut
Streets, Philadelphia, tennsylvania,  19106.
                                ii

-------
l/>
a:
LU
t-
<
*
RSTATE
LU
z
H
Z
5
z
O




^
z
i
5
u ^
*!
o
1
8







M
ill
'1
ifi
1 -!!l

:U
*
" i
•
             *
                                                        0)
                                                        M
                                                        PL,
iii

-------

-------
Water Quality Standards Summary




               for




       Interstate Caters




             of the




    Commonwealth of Vireinia

-------

-------
Water Quality Standards Summary




               for




       Interstate ^aterc




             of the




    Commonwealth of Vircinia

-------

-------
                 Water Quality  Standards  Summary

     It is the public policy of the  Commonwealth  of Virginia that
waters whose existing quality is bettor than  the  established
standards as of the date on which  such standards  1 e-come effective
will le naintained at high quality;  provided  that the  Common >;ea 1th
of Virginia has the authority to approve-  any  project or development
which would constitut'-; -i rev or an increased  discharge of  effluent
to high quality water, when it  has '. cen affirmatively  demonstrated
that a change is justifiable to provide necessary economic or
social development, and provided further,  that  the necessary degree
of waste treatment to maintain  high  water  quality will  be  required
where physically and economically  feasible,   i'riisent and anticipated
use of such watt, rs '-/ill not '• c  pi ecludf.fi  under  the conditions of  the
aforesaid.  In implementing this policy,  the  Administrator, Environ-
mental Protection Agency, will  be  kept informed and will be provided
with such information that he will need to dischar^'1 his n'Spor.sibil
ties under the Federal  fatm Pollution Control  Act,
Section 1,  X.ules '-'ith S
                                  Application
     a.  Stream standards will apply  yhenfwcv  flows  are  equal  to,
or greater Uan, the minimum mean 7-consecutive  day  drought  flow
with a 10-year re urn frequency.

     b.  In lakes and inpoundnents  the  tenperatiin- of  the  epilimnion,
in those are-as where important o-ganisms arc most  likely to  be
.idvt1 selv affected, shall not be raised more than  3°F, above  that
k/hicli < f^luent into the l.ypolimri n (or pulping  water  from the
hypolirait-r.i  f->r discharging back into the satie water body) will  not
produce adverse effects, such practice  shall not be  approved.
Maximum temperatures consistent with  the standards established for
waters immediately above and below the  lake or impoundment will
be established for these waters.

     c.  Any tributary stream which is  'iot  lamed in  a  specific
section description, or otherwise, shall carry the same  classifica-
tion and standards of quality assigned to the stream or  section  to
which it is tributary.

     d.  General Criteria

         I.  The following paragraph, adopted  by the Commonwealth
             of Virginia as part of the April 8-June 9,  1970  amend-
             ments submitted to the Administrator, Environmental

-------
   Protection Agency, was excepted from approval.   As
   such, the statement is excluded as a Federal  criterion
   but is enforceable as a State criterion applicable  to
   all Virginia wators.

        "All waters within this State shall at all  times
   be free from all substances attributable to sewage,
   industrial wastes, or other wastes in concentrations
   or combinations which contravene established  standards
   or interfere directly or indirectly with beneficial
   uses of such waters; except that limited zones will
   be permitted for the mixture of treated sewage,  treated
   industrial wastes, and other waste effluents  with
   receiving waters.  The boundaries of mixing zones will
   be determined on a case by case basis.  However, these
   zones shall generally occupy as small an area and
   length as possible, and shall not prevent free
   passage of fish or cause fish mortality."

2.  The following criteria were approved by the Secretary of
   the Interior on January 17, 1969.  Subsequently, an
   amendment was proposed as indicated in d(l) above,
   and with the exception cited, the following criteria re-
   mained in effect and enforceable as Federal criteria appli-
   cable to all interstate waters in Virginia.

        "Free from substances attributable to sewage,  in-
   dustrial waste, or other waste that will settle  to  form
   sludge deposits that are slightly, putrescent or odorous,
   to such degree as to create a nuisance or to  interfere
   directly or indirectly with specified uses of such  waters;

        Free from floating debris* oil, grease,  scum,  or
   other floating materials attributable to sewage, industrial
   waste, or other wastes that are unsightly to  such degree
   as to create a nuisance or to interfere directly or in-
   directly with specified uses of such waters;

        Free from materials attributable to sewage, industrial
   waste, or other waste which produce odor, or  appreciably
   change the existing color or other conditions to such
   degree as to create a nuisance or interfere directly or
   indirectly with specified uses of such waters;

        Free from high-temperature, toxic or other  deleterious
   substances attributable to sewage, industrial waste, or
   other waste in concentrations or combinations which inter-
   fere directly or indirectly with specified uses  of  such
   waters;  and

-------
                  There shall be no sudden temperature changes that
             may affect aquatic life.  There shall be no thermal
             barriers to the passage of fish.  Essential spawning
             areas shall not be affected."

     e.  Public 'Vater Supply

         In addition to oLhe>' standards established for th« protection
of public or municipal water supplies, the following standards will
apply at the raw water intake point:
            Constituent

            Physical

              Color (color units)

            Inorganic Chemicals

              Alkalinity
              Arsenic
              iiarium
              Boron
Concentration
73
me/I
              Chloride
              Chromium, hexavalent
              Copper
              Fluoride
              Iron (filterable)
              Lp.ad
              Manganese (.filterable.)
              Nitrates plus nitrites
              Selenium
              Silver
              Sulfate
              Total dissolved solids
                 (filterable residue)
              Uranyl ion
                    Chemicals
              Carbon Chloroform extract
                    (CCE)
              Cyanide
              Methyleno MUR active
                    substances
              Pesticides :
                Aldrin
                Chlordane
                UiJT
0.20
0.5
0.017
O.OO3
0.042

-------
                 Oicldrin
                 End:i n
                 Heptaehlor
                 Heptachior i-po
                 Lindane
                 Metho:-.ychlor
                 Organic phosphates plus
                     Cur'-amates
                 Toxaphenc
               Homicides;
                 2,A-J  plus? 2,4,5-T,
                   plus 2,4,5-TP
               i'henols

             Rad i oac t ivi t y:

               Gross .eta
               iladiun-2^6
               Strontiun-OO
                                                    0.017
                                                    0.001
                                                    0.01R
                                                    O.OIP
                                                    0.056
                                                    0.1

                                                    0.005

                                                    O.I

                                                    O.OOi

                                                    pc/1
                                                    I ,000
                                                    3
                                                    10
Section 2.  ilulcs with Specific Application  liased  on Climate
            Geographical Area, or  Uses.

         Primary Classification of Caters  -'ithin  the Stato

          GEOGRAPHICAL
     a.
CLASS
i

ii


in
           DESCRIPTION
              •V.vTERS
   J.O. mg/1
        Dally
Min.     AV.
         Opnn Ocfian  (Seaside   "i.O
         of the Land  Mass
         Estuarine  (Tidal
         •tater  - Coastal
         Zone to Fall Line
                              4.0
FrfR Flowing Streams  4.0
(Coastal -lone i«
I'iedno-it -lotir to  t'le
Crest of the
liountains
                                       5.0
                                                EH.
                                                 Temp.  F
                                                Rise Above
                                                 tiaUiral
                         Max.
                                     6.0-8.5  4.0(Sept-May)
                                              1.51June-aug)

                              5.0    6.0-8.5  4.0(Sept-May)
                                              6.0-8.3
                          90
IV
V

Mount
Put t<

a i nous
Take
Caters
Zon<*
Trout

4
5

.0
.0

5
6

.0
.0

6
6

.0-8.")
.0-8.5

5
_.

87
70

VI
         Natural Trout »'ateis h.O
                              7.0
6.0-8.3
                                                                        70

-------
 b.  Subclasses to Complement Major -Vater Class Designitions

    i.  Subclass A.

        Us ps - Caters generally satisfactory for use as pu 'lie
        or municipal water supplv, secondary contact recreation,
        propagation of fish and aquatic life, and other ;-ene-
        ficial uses.

        Criteria - Co 1 j f orm J)rj>ariisms - Fecal coliforms (multi-
        ple-tube fermentation of MF count) not to exceed a log
        mean of 1000/100 ml.  Not to equal or exceed 200O/10O ml.
        in more than 107. of samples.

        Monthly average value not more than 5000/100 ml. (MPN or
        MF count).  Not more than 5000 MFN/100 ml. in more than
        20/i of samples in any month.  Not more than 20,000/100 ml.
        in more than 5% of such samples.*

    2.  Subclass Ii.
        Uses - Caters generally satisfactory for use as public or
        municipal water supply, primary contact recreation
        (prolonged intimate contact; considerable risk of
        ingestion), propagation of fish and other aquatic
        life, and other beneficial uses.

        Criteria - Coliform Organisms - Fecal coliforms (multi-
        ple-tube fermentation or MF count) vithin a 30 day
        period not to exceed a log mean of 200/100 ml.  Not
        more than 10'7. of samples within a 30-day period will
        exceed 400/100 ml.

        Monthly average not more than 2400/100 ml.  (MPN or
        MF count).  Not morn than 2400/100 ml. in more than
        207. of samples in any month.  Not applicable during,
        nor immediately following periods of rainfall.*
*  -Vith the exception of the coliform standard for shellfish
waters, the enforceable standards will 'e those pertaining to
fecal coliform organisms.  The MPN concentrations are retained
as administrative guides for use by water treatment plant
operators.

-------
      c.   Shellfish  Caters

          1.   Jischarges of  treated wastes, while not contravening
              established standards for  shellfish waters may prevent
              the  direct marketing of  shellfish beds as a result of
              judgment  factors  employed  by the State Department of
              Health.   *ftien  the  possibility of such condemnation
              arises as the  icsult of  proposals to discharge treated
              wastes, the Board  will convene a public hearing to
              determine the  socio-economic effect of the proposal
              before reaching; a  decision.

          2,   Samplts for determining  compliance with standards
              established for r.stuarine  or open ocean waters i:ill
              be collected at: slack before flood tide or slack
              before ebb tide.

          3.   In open ocean  or estuarinc waters in specific areas
              where  leased private or  public shellfish beds are
              present, the following standard for coliforn organisms
              will supplement the standard for Subclass A or R waters:

                  Not more  than 70/100  ml of coliforn organisms.  Not
                  more than 10,i of the  samples ordinarily greater than
                  230/100 nt (5-tube  decimal dilution), or 330/IOO ml
                  (3-tube decimal dilution).  Not to be no contaminated
                  by radionuclidcs, pesticides, herbicides, or fecal
                  material  so that consumption of the shellfish might
                  be hazardous.

Section 3.  Variance in Standards.

     a.  The above standards notwi thstanding, as a result of natural
conditions, water quality may from time to time vary from established
limits.

     b.  In accordance with the authority granted under Section
62.1-44.15(3a) of the State %ter Control Law, Chapter 3.1, Title
62.1 Code of Virginia 1950 as amended by the 1970 General Assembly,
the Board reserves the right at any time to modify, amend, or cancel
any of the rules, policies, or standards set forth above.

Section 4.  Application of Standards.

     a.  oased on climate, geographical location, or type (tidal,
fi eef lovjing, etc.), all waters will  be assigned a major class I - VI
and a Subclass -» or !i, to indicate the appropriate coliforn standard.

-------
Caters used for primary contact recreation '/ill be assigned
Subclass 3.  All othe-- waters '.'ill i>- assigned Subclass A and
will be suitable for secondary contact recreation and for use
as a public vater supply.

     b.  All water supplies will be; assigned the standard for pro-
tection of vater supplies Set forth in Section le.  In shollfisning
ar^as, tbose waters over and adjacent to shellfish beds vi 11 be
assigned a major class, the appropriate subclass, and the special
shellfish standard set forth in Section 2c(2) on page 6.
                                              satisfactory for
     c.  All waters within this State will b<
fishing and secondary contact recreation.

Section 5.  Special Standards.
     a.  In those sections of Class 1A, 13, 1IA, and IIB waters
within this State where leased private, or public shellfish beds
arp present, the following bacterial standards shall be established
in addition to other bacterial standards adopted for the protection
of primary or secondary recreation:

         Coliform organises - The median MI'N shall not
         exceed 70/100 mi, and not more than 10','. of the
         samples ordinarily shall exceed an Mi'N of 230/100
         ml for a 5-tube decimal dilution test (or 330/100
         ml, where1 a 3-tubc decimal dilution is used) in those
         portions of the area most probably exposed to fecal
         contamination during the most unfavorable conditions.

         In addition, the shellfish area is not to be so
         contaminated by radionuclides, pesticides, herbicides
         or fecal material so that consumption of the shellfish
         might be Sazardous.*

     h.  Temperature standard to be established for lakes and im-
poundments receiving thermal discharges:

         In lakes and reseivoirs, the temperature of the
         epilimnion, in thosf areas where important organisms
         are most likely to he adversely affected, shall
         not be raised more than 3°F. above that which
         existed before the addition of heat of artificial
         origin.  The increase is to be based on the monthly
         average of the maximum daily temperature.  Unless a
         special studv shows that a discharge of a heated
         effluent into the hypolimnion (or pumping water from
 *  Rased on National Shellfish Sanitation Program Manual of Operations
                                   7

-------
               the  hypollmnion  far discharging back into the sanie
               water  body)  will  l>e desirable, such practice shall
               not.  lie approved,

     c.  Maximum temperature shall he 8l°F., unless caused by
 natural  conditions:  the naxlmum rise above  natural temperatures
 shall  not  exceed 5 F.

     d.  Chlorides not to  exceed 800 rag/1 at any time.

     e.  Chlorides not to  exceed 40 rag/I at any time.

     f.  Chlorides not to  exceed 800O mg/l  at any time.

     g.  Radiation standard!

         1.  radium-226 not to  exceed 3 pc/1
             Strontium-90  not to exceed 10  pc/l

         2.  in the  known  absence of strontium-9O and alpha-enitting
             radionuclides, gross beta activity not to exceed
             1000  pc/1

         3.  if the  gross  beta  activity is  in excess of this amount,
             a more  complete radiochemical analysis is required to
             determine that the sources of radiation exposure are
             within  the limits  of the Kadiation Protection Guides.

     h,  Oh.|ective for Nutrients - The cumulative total of nitrogen
as N from all sources in the effluent shall not be greater than
0.3 mg/l at any time; phosphorus as P from all sources in the
effluent shall not be greater than I.0 mg/l at any time.

     i.  The State .^ater Control Board has directed and/or ordered
the following:

         1.  That all existing discharges in accordance with li
             above shall substantially remove the nutrients in
             their effluents on or before such time as central
             facilities (The Hampton Roads Sanitation District
             Commission Chesapeake-Elizabeth System)  become
             available or connect to central facilities, (i.e.,
             The Chesapeake-Elizabeth System).

-------
         3.
    That it will consider approving small discharge's to
    this watershed to facilitate the elimination of
    potential public health hazards provided central
    facilities (Chesapeake-Eli^abeth System) arc not
    available, and

    That it will not allow additional  significant now
    discharges to this watershed, which do not provide
    for nutrient '"moval facilities in accordance vith
    h above.
     J
Special Standard "t" amends the following criterion taken from
Minute 73 of the proceddings of the Board at its meeting on July 11-12,196(

         For discharge to the Chickahominy i
-------
         In lieu of the above requirements, conventional secondary
sr-wage treatment plants may ordinarily be used anywhere in the
Chickahominy River Basin, provided holding ponds, capable of
retaining the entir<- plant effluent during low flow critical
conditions, are constructed.  "Low flow" is construed to mean
less than 15 cubic f
-------
     Constituent
    Analysis Schedule
   Concent rat ion
     (Cont'd)
 6 Residual
   Chlorine
Same as for dissolved
oxvgen but once evet y
hour
As required to meet
MPN specifications
and prevent damage
to aquatic life in
streams
 7 Coliform
   Organisms
Every 4 hours, every
other day
Most P»obable Number
Median of 100 per
100 ml with no
greater than IO%
of the samples to
pxceed 1000 per
100 ml
 8 PH
Same ns for dissolved
oxygen
Not less than 6.0
and not greater
than 8.0
 9 Inorganic
   Nutrients
          on a
composite sample
Nitrate (as N) not
to exceed .3 ppm.
total phosphate
(as PO^) not to ex-
ceed ,6 ppm (mean
values in the
Chickahominy
10 Other Physical
   and Chemical
   Constituents
Other physical or chemical constituents not
specifically mentioned will be covered by
additional specifications as conditions
detrimental to the stream arise.  The spec-
ific mention of items 1 through Q does not
necessarily mean that the addition of other
physical or chemical constituents will Se
condoned.
     In lieu of the- above requirements, conventional secondary sewage
treatment ;il.u.l.s m v ordinarily be used anywhere in the Chickahominy
River ISasin, provided holding ponds, capable of retaining the entire
plant effluent during low flow critical conditions, are constructed.
"Low flow" is construed to mean less than 15 cubic feet per second
in the main stem of the Chickahoniny River itself at the (1) point of
waste discharge to the main stcn, or (2) confluence of a tributary
below thf point of wast" discharge to th-  tributary.  Above bottoms
ii-ridgy the holding ponds ar<  to retain the entire plant effluent
for at lf-ast 9O davs (July 1 :> to Octobe* 13),
                                 11

-------
      1.   The  following,  frrm Minute  1 of the proceedings of the
 iioard at  its  meeting on  July i!0-2l,  1965, will also apply:

          ?.   All  known existing  truated discharges containing
              !-acteria shall he chlorinated sufficiently and
              continuously  (1007,  of the time) to maintain a
              residual which will  insure substantially complete
              removal of  coliform  organisms.  This action is to
              '>e instituted  immediately by all concerned owners.

          3.   All  owners  nou discharging industrial wastes and
              sewage shall  install facilities which will provide
              the  maximum possible degree of biochemical oxygen
              demand (ti.O.D.) removal; in addition, the effluent
              from such facilities shall contain a minimum of
              5 rag/1 of dissolved oxygen (D.O.).

          4.   All  owners  in  tho area  (City of Suffolk, County of
              Nansemond,  industrial establishments and individuals)
              shall immediately take  steps to collect and treat, in
              accordance  with items 2 and 3 above, the wastes that
              are  now being discharged untreated,either directly or
              indirectly  to  the River and Shingle Creek and which
              now  constitute a health hazard to the area.

          5.   The  City of Suffolk, the County of Nansemond, and those
              private owners who are now discharging sewage and in-
              dustrial wastes to these waters are to immediately ini-
              tiate programs to formulate a plan, or alternative
              plans, for  improving water quality in the River and
              Shingle Creek.  Alternative plans may include conveying
              all  wastes  completely from out of this watershed
              for  treatment and/or disposal.  Only under exceptional
              circumstances will additional discharges of treated
              wastes into these waters be permitted.

     m.  ilinc (total) not to exceed 0.5 mg/1 at any time.

     n.  The  following from Minute 32 of the proceedings of thr Board
at its meeting on September 13, I960, will also apply:

             The concentration and total amount of impurities
              in Tuckahoe Creek and its tributaries of sewage
             origin shall be limited to those amounts from
                                  12

-------
             which are now present in the stream from natural
             sources and from existing discharges in the water-
             shed.

     o.  The following, from Minute 38 of the oroceedings of thr>
Board at its meeting on March 30, 1955, will also apply:

         1.  No sewage discharges, regardless of degree of treat-
             ment, should be allowed into the James River between
             Bosher's and .Villiams Island Dams.

     p.  The following criteria from Minute 59 of the proceedings of
the Board at Its meeting on May 17-18, 1966, (amended April 8, 1970),
will be applied to proposals for sewage treatment facilities which
will discharge effluent to Williams and Upper Machodoc Creeks,
King George County:

         1.  If raw sewage stabilization ponds are proposed, they
             shall be followed by a 15-day holding pond and
             chlorination facilities in duplicate;

         2.  If "conventional" sewage treatment facilities are
             proposed, they shall effect at least 857. removal
             of B.O.D. and shall be followed by a 15-day
             holding pond and chlorination facilities in duplicate;

         3.  Chlorimtion facilities are to be operated continuously
             during the entire year and chlorine residual of
             at least 2.0 ppm shall be maintained at ail times;

         4.  In sewtrage systems where pumping stations are
             found to be necessary, they shall be designed
             to prevent the discharge of raw sewaee to State
             waters;

         5.  If, in the opinion of the staff, following consultation
             with the State Department of Health it is determined
             that more satisfactory water quality can thert >y be
             maintained in the receiving stream, the holding pond
             shall be operated to provide for controlled flow
             discharge.
                                    13

-------
     q.  The following, from Minute 71  of the  proceedings  of  the
Board at its meeting on June 30-July 1, 1964,  will  also  apply:

         In the future no proposals resulting  in  the  discharge
         of treated wastes to Aquia Creek will be approved,
         unless the following is  provided:

             (A)  At least 100 days'  storage to allow com-
                  plete elimination of  discharges during
                  the low-flow summer months or

             (B)  Other treatment,  based on sound engineering
                  concepts (preferably  with experimental
                  data to show their  feasibility),  be pro-
                  vided for nutrient  removal prior  to dis-
                  charge.

     r.   The following will also  apply  to the  Occoquan Creek
         Watershed:

         "The Board decided (1) to  approve ail  plans, preliminary
         and final,  for sewage  treatment facilities involving
         effluent  discharges  to the Occoquan Creek watershed  which
         had been  forwarded to  it on  or before  September 1, 1963,
         by the State Department  of Health" (equivalent  at that
         time to a total  approved population of 50,OOO persons
         on the watershed)" and (2) in  the case of proposals  re-
         ceived after September 1,  1963,  for discharges  of effluents
         from waste  treatment facilities  to Occoquan  Creek water-
         shed,  approval  will  be given only after  the  Board is satis-
         fied,  on  the basis of additional data  to be  collected by
         its  staff in cooperation with  the State  Department of
         Health and  such other agencies  as may be able to  render
         assistance,  that  water quality  in the watershed will not
         be  rendered  unsatisfactory for  present or future  uses."
         (Reference Minute  76-- September 27,  1963)

         "...Following considerable discussion, including  the fact
         that Fauquier County had been  severely limited  in development
         as a result  of past Board action with respect to  the water-
         shed,  the Board decided that:

         (1)  It was  willing to permit  the discharge of treated
             sewage  effluent from an additional 25.OOO persons
             with the stipulation that:

-------
              (a) nutrient  removal  facilities  be constructed  in
                 each case,

              (b) some overall program of water surveillance  be
                 instituted by the owners,

              (c) each new  plant, if designed  according to
                 theoretical or experimental  principles, be
                 preceded  by adequate pilot studies and that
                 any such  construction be in  accordance with
                 design backed up by such pilot study informa-
                 tion and,

              (d) each owner was to understand that nutrient
                 removal facilities might not prevent
                 eutrophication and other problems in the
                 Occoquan  impoundment and that in such cases
                 each owner is to take such additional steps
                 as are necessary to correct  the situation.

         (2) Although it was willing to allocate that 25,OCX) pop-
             ulation among the contending political subdivisions,
             all affected' political subdivisions are to submit an
             acceptable, agreeable distribution of the 25,OOO pop-
             ulation minus a 6,OOO population allocation granted
             to the Town of .Varrenton as contained in Minute 57
             from the proceedings of this meeting."
              (Reference Minute 56--March 28,  1967.)

     s.  The following, from Minute 20 of the proceedings of the Board
at its meeting on January 16, 1969, will also apply to the i'owhatan
Creek Watershed:

         1.  All proposals for treated waste discharges to the
             Powhatan Creek Watershed will  in the future be approved
             only after:

             (a) Engineering data has been  submitted indicating
                 the capability of the proposed treatment
                 facilities to remove all  phosphorus and
                 nitrogen compounds.

             (b) Owners with facilities  existing at the time of
                 this action will,  in a  period not  to exceed 60
                 days,  submit to  the  lioard,  engineering reports
                 and pollution abatement schedules  indicating
                 the maximum concentrations  of phosphorus and
                 nitrogen compounds which  they can  remove from
                 wastn  waters prior to discharge.   No schedule

                                   15

-------
t.
        providing a time period exceeding three years
        will be approved.  Modification or replacement
        of existing treatment facilities may be necessary.

2.  It will entertain from ovners in the area a proposal
    for development of:

    (a) A central facility to treat all wastes at a
        point outside the Watershed, where phosphorus
        and nitrogen removal will probably not be
        necessary, or

    (b) Treatment facilities inside the Watershed which
        include complete removal of all phosphorus and
        nitrogen compounds.

3.  If the above plan is accompanied by a firm schedule
    leading to completion of sewage treatment facilities
    within a reasonable length of time, and it can be
    demonstrated that the financing for the facilities
    is availeble, the Board will consider allowing interim
    construction of sewage treatment facilities in the
    Powhatan Creek Watershed without the requirement of
    phosphorus and nitrogen compound removal.

(Applicable to intrastate waters of the James River Basin
in sections k, Ua, 5> 5a, and 5b.)

Effluent standards for the entire Chickahominy Watershed
above Walker's Dam; approved and adopted by the Board  in
Unanimous Letter Ballot 2lUU, completed February 22, 1971;
are effective March 31, 1971.
              CONSTITUENT

    1.  Dissolved Oxygen

    2.  Bio-chemical Oxygen
        demand 5-day at 20°


    3.  Settleable Solids

    k.  Suspended Solids
    5.   Ammonia Nitrogen

    6.   Residual Chlorine
                                              CONCENTRATION
                                 5.0 rag/1
                                 6.0 -rig/1 average, with not more
                                 than 5$ of individual samples
                                 to exceed 8.0 mg/1

                                 Not to exceed 0.1 mg/liter

                                 5.0 mg/1 average, with not more
                                 than 5$ of individual samples
                                 to exceed 7.5 mg/1

                                 Not to exceed 2.0 mg/1 as K

                                 2 mg/1
                              16

-------
           CONSTITUENT
 7.  Coliform Organisms
 8.  pH
 9.  Total Phosphorus
10.  Other Physical and
     Chemical Constituents
                                                    CONCEJTRATIOK

                                          Fecal  coliforms  (Multiple-tube
                                          fermentation 02-  MF  count) within
                                          a 30-day period  not to exceed a
                                          log mean of 200/100 ml.  Not
                                          more than  10$ of samples within
                                          a 30-day period  will exceed
                                          UOO/100 ml.

                                          Not less than 6.0 and not greater
                                          than 8.5

                                          Total phosphorus not to exceed
                                          0.10 .T.g/1

                                          Other physical or chemical con-
                                          stituents  not specifically men-
                                          tioned will be covered by
                                          additional specifications as
                                          conditions detrimental to the
                                          stream arise.  The specific
                                          mention of items 1 through 9
                                          does not necessarily mean that
                                          the addition of other physical
                                          or chemical constituents will
                                          be condoned.

Section6.  Designated Water Uses and Water Quality Criteria

    Through the public hearing process, the Commonwealth of Virginia
has adopted the designated water uses and water quality criteria
assigned to the individual streams listed in this section.  The
designated water uses and type stream assigned to specific streams
or sections, appears under the "class" column.  The major class is
indicated by a romar numeral and the subclass is designated ty a
capital A or B.  The key to the stream class is given in Section 2.
In addition, certain stream zones are assigned additional criteria
which is listed under "Special Standards".  The key to these special
standards, indicated by a letter is given in Section 5 where "Public
Water Supply" appears, the criteria in Section le apply.

    The stream zone to which these criteria apply is described under
the column "Section".  These numbered zones to which the criteria
apply also appear on the companion exhibit for the river basin section.

    For additional reference, a sketch of the State also precedes
each subsection.  This sketcf  shows where the applicable stream
basin is located within the State.
                           17

-------
    The unes and criteria assigned to the interstate waters of Virginia
are •fi—aiped by river basin.  An index of .'ubsectionr and  river basins
follows:
                Subrecticn

                    6A

                    6B

                    6C

                    6D

                    6E
                    (H

                    •:'.!

                    fj

                    6K

                    6L
                    f.o

                    fip
River Basin

Big Sandy

Clinch River

Hol::t.0n Tiiver

New River

Roanoke River

Chowan River

Shenandoah River

Rappahannock River

York River

James River—Lower

James River-.Middle

James River—Upper

Chesapeake Bay ft Atlantic
     Ocean

Yadkin River

Albemarle Sound

Potomac River

-------
-Jater Quality Standards Summary




           Section &A




     liig Sandy River Basin

-------

-------
•&
s
    v£>
                          19
                                                             V

-------

-------
     U.S  EPA Headquarters Library
           Mail rnriP MOAT
     1200 Pennsylvania Avenue NW
        Washington, DC  20460
21          202-566-0556   -

-------
22

-------
z
(-1
to

CO


u

I-t
OH
CO

o
M
CO
CQ
•o

CO
T3

cd
4-1
co
CO
•H
CJ
01
CX
CO
co
CO
cd
u



















c
o
•H
4-1
Ou
•H
t-i
O
CO
O
Q

C
O
•H
CJ
CU
to
















c
o
•f-l
4-1
o
CU
to














CQ CQ <
> > >
M M M







OJ CO
•rl 4J
C -H
•H
ao-o
l-i C
-H cd
,*:
G CU
•T-l CU

.* 0
u
O K
cd fa O
•H C

•rt P
00 Q T3
P C
i-t T3 cfl
> C
cd co
C CU
•H ^ -H
P P
^ 0 cO

O 3
O -H
00 0 1-
3 03 4J
H <-}
CO
14-1 U-l 4->
O O -.-I
CO CO t3
CU O C
-H -H Cfl
l-l (-1
cfl CO ^
4J 4J p
3 3 O
ft J3 £LI
•H -H
l-i l-i CO
^
r-4 --4 [>
— 1 — 4 UJ
< < J


r-l CJ f>



























|
•O
0) CO

^J r-j

C L4
0 -H
P 01
4J
A
T3 O
0) 4-1
4-1

c ca
ao cu
•H l-l
cn 4-1
0) CO
"O CX
3
01
CQ CU
-H C
3 -H
P --I
0)
XI 01
4-1 4-1
0 cd
4J
Ul Ul
CO

""" ' .^T
C CJ
3 3
4-1
" C
cn cu
0) ±£
•H 1
1-1 id
cd M
4-1 C
3 -H

t-l 1-1
4-1 >























































• •
ro
C
0
•H
4-1
CJ
CU
CO
c
•f-t
CO
P
CU
4J
in cd
P 3
CU
CO 3
3 0

H






a
ex
3
cfl

}-i
CU
4-1
cd
3
u
•H
^
3
CM

"* -.,
!> i—1



e
cd
01

4-1
CO
cx
OJ 3
CJ

C £ 3
4J a)
01 M
.e o
4J 4J CO
—
E ^% r^%
O T3 t)
M C C
U-( 3 3
^; O O
01
0) n-i g
•• 1- O O
01 U t-i
^ co in
id a) 4-i
H 4J -H J2
co E o
*O T— 1 *H C
c co — i cd

ca
4-1
3 CO
to c
^
4J
cd
3


0)


















->
M



O
1 4-1
Ml
•H E

a) cu
*O 1^*
4-1
O) CO
cn a.
•H 3
t-i 0)
CU C
X! "rt

C
3)
in 4-1
CO Cfl
O> 4J
-4 in
C
3 ?•**

" O
w 3
01 4-1
•H C
l-i 0)
cfl ^

3 cd
ja -H  CJ
S-i -H K CU
CU 0) t- CO
4J -o x; CD
CO C 4-1 4J C
3 cd cc -H
•0 63
cfl jj O -O U)
cu t-j p cd t-j
JZ 0 M-l CU 0)
Cn J= 4-1
cn • cfl
4-1 rH TD t^ 3
•H ~-i 0) -H
CJ 4 * tl) j_*
O in cd f 3
4J in c 4-i o
3 M
B£ H


^


















<
>



•-4
in ^<
O co
m co 01
CO 4J
E 33
cd pri O
0) t-i
l-i J=
4-» 4J T3
CO -H C
CX 3 cB
3
w e
A: u cd
o> do
CU 0) t-i
1- 34-1
O — I CO
CM
XI C <4-l
o o c
c u
CO C
U CO O
CO 4-1 i-<
•H 4-1
M CJ
C EC
O O 3
J p -t-i
<4J
E 0
t-i 01
y-i cu 6
^ u cu
0) S-i
cu c* ^~*
• • t-l Cc) CO
^ • M 3
cd >, 10 C
H CU CU -H ^
C — i ?•> l-i
•o cd -H i-i o
C CJ E fa fa
CO
4-1
3
CM
























<
I— 1
>



•a
c
3
o cu
CU 4->
cd
(4-1 4J
o cn

cn ^,
4J _y
•H CJ
e 3
•r-4 4-1
-M C
CU
c ^«
3 '
O cfl
4J • -H
e c

O T3 M
j-4 M
M-l >, ••-<
u-Vx >
CU CX 0)
> 3 XI
•H CO 4J
(V|
>- e
T3 01 O
3 ed t-(
0 3
O 0 M

vD ^J fr<
c e
C CO r-4
cO X P 0)
4-14-1 CO
-J t-" co •• co
O O CX *— ' 3
vO Z: 3 CB &.
p
3
4-1
Cfl
Z



































P
0)
>
•H
<£

T3
3
0
CM

CU
XI
4J

J
4-1
•H
5
O
0)
3
^M
<4-l
g
CJ
11
JZ


4J

C
•T-l
«--l














a.
CX
3
CO

M
CU
4-1
3
o
•H
r— 1
3
43 CU
ca
>
l-l
CtJ
CO CO
Sai
-H
C -H
cd E
i— i
fa m

• o
3 *J

C -
XI P
E *n p
O CU P
XI 01
C 4-1 CO
cd cu
oc E os
cd o
C P C
C M-f -] P
4-1 C
O XI
4-1 CO 0
P -H
0) 0)
^ "O XI
•H C 4-1
00
73 P C
3 > T3
O "H 3
CM Oi •— i
O
•o c
C i-l
3
O «
DJ E
cd
01 Q
XI
H


•5



CX
a
3
CO

P
cu
4-1
£
u
t-l
2
3
CU
<
>
(-H


CO P
4-1 0)
•H 4J
Cfl
0 3
4-1
3
e. ca

cu
P CO
4-1 —
a c
3 3
O
E PM
 cfl
CU -H CU
^! p£ P
cO •*-*
4-1 TJ CO
CCO.
•H 3 3
0
P CM J2
CU CJ
4J ^ £<
cd P co
SOP
fa CQ
3
P 4-1 CJ
P Cfl
CO O 4-1
— 25 CO
•o
O E T3
0 0 C
4-1 M-l
£t CO
•H p p
T-I CU CU
CJ > 44
•H «
cu oi 3
> -o
O FO ^J
X> C 0)
CO 3 XI
O
Cu


:§



r— 1
CX
CX
3
CO

p
CU
4J
5
CJ
-H
S
3
CM

>
l-l



CO
4-1
•H

O
4-1

£
cfl
CU
p
4-1
«
a.
3

CU
^
cfl
4-1
p
•l-l

p
0)
4-1
1
3
cd
P

CQ
T3
C
3
O
CM

0
p
""' .
XI co
U P
C 01
01 P cfl
JrftQ 3
cd Tl
4J >1 CO
C CJ CU
-H Cfl XI
4-1
CO


CJ

-------

-------
pa
a:
u
to

O
l-l
CQ
0)
•a

td
c
m
4-1
CO

td
0)
ex
CO
03

tfl
U

















c
o
•l-l
4J
a.
•H
i-i
o
CO
 O -H
^ l-i OI
c « >w x;
-H D 4J

^ CJ T) O
1-4 O> 4J
OX4-I
tfl C*j O tO £
•H c c td
c P^ m oo o)
Hi- .H V-l
00 Q TJ CO 4J
P C 4) tn
*r4 "O tfl T1 Pi
> C 3
to 03 a)
C 4) to 4>
•H .*! -H -i-t C
>-• 1- 3 -H
j*: o a} i-i ^
l-l fa 4-1 CU
O 3 x: 0) ro
PL, o XI 4-1 4-1
O -H O cfl C
00 O I-i 4J O
3 tfl 4J O3 Cfl -H
E-l 1-3 to 4-1
01 O> ^ U
14-1 <4_| 4J — 1 £>  4-1 > 3 0
^H i— i cu i-1




E
cfl
u

4J
0]
a
01 3
o
4) >H E
4J U-l tfl
0) W-l TJ
l-| O
o • >^
a, 4-1 —i
ti en ex
o o a
a a 3
tn
c 01
l-l 4J l-l
41 »V
O T) T3
l-i C C
U-l 3 3
l-l l-l

01
01 <4-i E en
•• I-. O O 1-
01 O l-i 0*
^ 03 (4-1 4-1
Cfl 4) 4J CO
H 4J .H J3 3
tfl E U -0
C C/D «-H 03 (l5
tfl i-i x;
4-1 03
3 tn 4J
CM C 'H
•H
^! O
4-1 4J
cfl



al
m
















<;
>
M



o
1 4-1
00

03 td
01 01
TJ l-i

0) 01
tn Q.
-H 3

0) C
X< "H
4-1 |
o
o
tn 4-i
tn td
0) 4J
r~4 01
c
3 ^
* u
to 3
0> 4J
•i-i C
l-i U
td x
3 cfl
X> -H -^
•H C
U -H C
4-1 M O
l-i -H
tn -H 4J
4J ^> CJ
•H U3 OI
CU I-i CO
T3 x; en
C 4-1 4J C
nj cfl *H
E 3
^1 l-l tfl ^J
o <<-i co a>
PM x: 4J
td
--i -a i-i 3
— l 1) -H
CJ 4-1 Ol 4-1
in td f 3
01 C 4J O
3 V<
a: E-I






^^
in —i
• 0) tfl
ITI 0) D
CO 4-1
E 33
td a: c
4) |-i
i-i x;
4J 4-1 Tf
0] -H C
a 3 to
^ 11 E
*£d u cd
cu cot
0) U l-i
t-i 34-1
u -< tn

42 cm
cj oo
C U
tfl C
U to C
CQ 4-> -r4
•H 4->
00 O
c e c
O O 3
J l-l "-I
14-1
£ 0
0 ^£ 4J
|_! 0)
MM 11 £
S-i tfl •
,is cj oi O
oi >-i O
1) C 4J vD
••I- «) co
4) U O. D.T3
^I - OC 3 C
cd P>* o) c td
H al o> -H ^
C -^ ^v l-l 
td
3
Cu
























<:
1— {




T3
c
3
o
CM

MM
o

in
4J
•H
a


c
o
4J •
s
S td
O T)
l-l
r-4
i-i a
D CX
> 3
•H 03
ai
M
T3 0)
C 4-1
3 td
C 3
Cu
o
y 4_>
l-l
0 E
PM tfl
cu
x; i-i
4-1 4-1
l-i 03 ••
O Q. — i
Z 3 cd
3
4-1
tfl
Z










r-| _4 ~^
a. ex a.
a. a. ex
33 3
CO CO CO
p l-l l-l
D 11 01
4J 4J 4-1
cd to cd
33 3
0 CJ CJ
•H -H -H
*— 1 f— 1 1— 1
X) X) X)
33 3
X> PM CM Cu

CO ^ "^
> > >
h-t t-t l-l
c
00 co
to a* cfl i-i
C — i 4-1 a) co
C -H -H 4J 4J
<0 £ td -H
4) — I OS
4J fxi ITl 4J O
Cfl 1- 3 4J
4-1 0) • O E cfl
Oi > 34J tfl i-i 6
•H oi efl
5*i &>, C * MM 0!
^ 43 1^ J-i - l-<
CJ T3 C "H «] "O J-1
3c6*-jo exc co
4J 3 tfl > 33 CX
G Q Q  O 3
01 CM XI td -H
M 4-1 CO OC a) -H 4!
!4-H~* -H C 4-1 T3 Cfl 4-1
(D - M co C C & cd
0)cj3tO-i-H33 3
x: c 4-i tu o
4-141C3 MCMX: 3
3 4; X* • D O CB
g-^o-H34-i^;c N
O M-l "— 3 M td l-i Cfl
i-C 4JC30I-I en
IM O O X! PM 03
CJ 4J 03 O 3 T3
.^ i-i "r> tfl x: ?^ c
)-i4i|-i-H M4-ICJ 3
O f: U 11 l-l tfl O
fr«4-i>T34:tnO4-i CU
•^ C 4-1 - Z CO
— " O (XL td T3 E
-H 4J OC 0 g T3 0
01 T3MCOOC l-i
oiaiCoi-HSi-itfl t-i
oic3>T)4-iC4-(
3-HO-H3C co x:cn
a^^^dia;— ii-ii-iM u M
y -^ oi cu e; cu
TJCU>4-1 -tfl4J
C -H -^ « 01 l-i Cfl
3 cu O5 3 ^CQ 3
o » > "a td T3
CuEOT3cfl4-i>in)
tfl xi e; oi c a a)
DO cfl 343 -Htfl4:
f. O 4-1
H P-i CO


tfl XI u


                                                                 23

-------

-------
c
•H

3
 k.
 £    I1
      o
.c    a

 g    °
•H
rH
O

-------

-------

-------

-------
.Jater Quality Standards  Summary




           Section  (SB




       Clinch Rive-- iiastn

-------

-------

-------
2
(-1
crt
<
a

oi
U
U

CO
T!

cfl
•o

cd
4J
C/J
^
cfl
U
0)
0,
CO
CO
cd
— i

























C
O

4-1
0-
•1-4
14
U
CD
0)
Q

(3
0
•H
4-1
U



•IV
0)
CD
QJ M
0) U
CO
CO C
0) -H
C 4->
C t-i
 «d 4J
•iH C0
6 T) C
0 C 00
l-l l-l 1-1
cw co
.». 0)
to to 73
0) !->
•H CD 0)
M 4J IO
cd cd -H
4-> 3 3
3 -a i-i ••
XI cd 4) -^
•H a> x:
i-i x; 4-> c
4J 0 O
t-i i-i
Cfl i-l W 4-»
4J (U CO CJ
•H 43 OJ CU
4J rH CO
TJ C
C 0 3 C
n) 4J 1-1
cd
i-i a) 1-1 en
 -H -H 0)
.j ^^ fan ^j
oi i-i cd
a> -H 3
»~l 4J >
— 1 Cd 4->
0) 4-> C 3
3 10 -H O
0 I-i
CM H






O
CTV
1
o
•
\Q

43

^
cd
(A

rr
D.


^





CU

4J

O
4J

a
cd
0

c
Q
4J
OC
C
•H
C

0
CM

o!
j>
o
x>
cd

l-
0)
•H
«5

(—1
QJ
Q
PM
^
•• 0
0) fa
V
cd 43
H 4-1

TJ O
C 2
cd
4-1
3
Pw











O
cr>
i
O
*
v£)

xi

1— 1
4=
ca

a

^3

M

























*
j^{|
^
O
fe

jj
43

'cd
^4
4->
(/5
U-l
0

0)
u
c
3

*4-^
C
0

*-4
qj

4-J
03







































^w
o

oi
o
13

3

4-1
C3
o


. a)
ca 43
0) 4J
•H
W E
cd o

13 U4
x>

M 0)

CO C^
4J

•O 0)
. X

M l-l
cd o
















r^Of^Of^O^OO O
Q>O\Q.<7>D.C7 0i
o. i a i a i a i i "
3O3O3O3OO O
tyj • c/) • tjO • W • • •
\O *«O **D \C vO *^
l-i P l-i l-i
4JXI4JX)4-IX14JX)Xt X)
•I^H-?^:?^:?^,-! ^-i
,H rH ^^ I— I <— I — I
ucdocducducdcd cd
«— i co i— i co *-M co t-4 co cfl ca
^p jf\ ^n ^o
04 acu a CM acxi a a ex

^3 *£ ^ ^1 ^1
^4
> > > > > ^^

CO
V4 «
CO -> (O
— i cfl ^ 0) QJ C T3 CO)
O CD *H $Cd4-^0)CdC O3
4J (3 5 TJ 4J Cd CO Cd 4-^
•H cfl C 3 ui iJ t/> O>
^ f— i lO CU *H "O 0) 0) A ^
0) 43 cd C3 ^ CO • Q) MO
OICUO HOIC-HCUT3 -<
M 4-> 4J co cu x: o> a; -H 01 4-1 QJ
U Oj 4-1 4J H *-" 4J 4J 4-1
4J Ql *H cd ca I 43 cd cd 1-1 3
£*ico.^ d^cdu^c i-jo
•a cdo -H-Hnsoo M
)_, 01 4-> 4-) 3 C T-I XI -H 43
cdoic cdo-Hi-i-Hca 4->ai
X CO -H 01 M4-> bOCJ P 0> -H 4J
CO JL * 4J T) 3 Cd

01 4-1 C 0) 4-1 - ^! > iJ tfl 01 0)CA
M-H C4J C D. cd Q4JCO U
0)3 cu cd -H cd 4J oiCu-Hi-i C C
4J H3 UC43 3 Q) O
Cd 0) 1 ^ *H 4J 43 "O V*i 3
3 CJ CO 3 <1) Q) 4J C QJ —i Q)
TD C i-l cfl 4J C l-i e l-i cfl x: <4-l OC
cdcl)CPcdOOIOO4J C T3 •
cu 3 i^ 3 4-* ^ ^* 55 *^ O 0 "^ C
43^^0010 CO nj <4-i a) UM3
it-iVa-3 3 ••eucn X)O
in c -H D. cfl 00 co w u en co • 4-1
4-1 O > Cd l-i -H 3 0)^(JO) 4J CO 4J >.
€co co MI^4-^WC3 CVM ^"i
Oca OMC - e cdcdO)3 BW'NC
4J 4J • l-i Q) O cd O ca 4-i34-> OcdM-icd
•H W <*-l 4J 4-1 i-l l-i - 3 T) CT) CO " 1-3 4->
Jd l-i cdOO 43 y-i C 43td3-H O (-t^u-H C
4-> TIU43CU O< -H • 2 CO -H PQ i-l 4-1 CdO^CO
43 *^ cd PU Q* Ptf CO 4-1 OJ ^ O M 4-J CV C
00 CU CU CO OT < MS i-l 42* 01 "CO 0)(-i
•HO>43-4->£ ^-i Q) O 4->COCCjOOI ^MO)
cfl M C -^ O g ^44JM T> 0) -H ^MCUCJM
l-i U to T-I l-i O 0) cd 1-1 C O -H BcdCVO)
4-1 4J 4J O M-l l-l 33 t-i^-HHT3lMQJ«t-l
CA^,iH^4-l <4-l OTf43 CO O> rlU>O
)-, a) i-, OicdU l-i a) 4J 0) « T3 O O
Q S 43 OJC CUC3ViMCO U
>60 J»!43cd >-H43CJ
-------
4-1
C
o
o
u

l-l
l-l

OJ
TJ
i-i
<3
TJ
C
cd
4-1
to
"««
•H
U
0)
o.
WJ
CO
,— <
u





















c
o
•H
4-1
Q.
•H
P
U
41
Q

C
0
•H
4-1
U
41
C/3




















C
o
•H
4-1
U
0)
C/)
































































O
ON
1
O
»
^O

0)
43
rf
"cd
^
en

X
a.































•^•4 •
Q, 0s"
a i
3 O

NO
p
OJ 4)
4J 43
^ -4
u 
a. i
3 O
V5 •
vJB

01 4>
4-1 43
CO
rH
o cd
•H 4=
-^ U)
n
3 a
>.
O
a. o
a.
3
to

P
0)
4-1
.|
O

p^
XI
3
Qu Q. (14 CL. Hi
|
o

SO

4)
43

Cfl

CO

a:
a
: : : :
TJ
C
cd

6

0)
p
4-1
CO

M-l
0

c
o
•H
4-1
o
41
aj
l-i
0)
4J
C
•H

e
o
l-l
U-l

^
0)
01
l-l
u
^
c
o
4J
to

41
r—t
4J
4-1
•i-l
, J^






























•
Cfl
p
41
4^
cd
3
•o
cd
a
4:

o
4-1
g
ed
Ol
l-l
4_l
W
3

(N
r-

0)
4-1
3
O
P


















jf>)
i-^

0
4J

4-1
f.
00
•H
l-l
43
c
3
CO

MH
O

^f]
4-1
l-i
O
c

0)
•— 1 *
-H 01
6 43
cd
-** S

5 ^H
0 0
i-i
x-i 4:
4J
^ P
0) O
41 C
l*i
Cj tn
0)
s^ ^-i
CJ ^
0 6
4-1
W

















tn
4-1
•(-i

O
4J

E


•H
«;

4=
U
c
•H
U
U

-------

-------
^ater Quality Standards Summary




           Section 6C




      Holston .(iver Basin

-------

-------
to
id
4)
oc;
 o
-p
 U)
                                         33

-------
-i^or yn\  t'tfy/ty
dgJaMw*

-------
u
vO



1

-------

-------
z
1-4
cn

CO


w

(-1
(*


o
_J
o
X



in
-o

cfl
•^3
C
tO
j-J
tn

(-H
tfl
•H
CJ
cu
0.
t/1
to
CO
tfl
u




















c
o
•H
4-1
cx
•H
fa
CJ
(0
CU
Q

C
o
•H
4J
CJ
en





















c
o
•H
4J
CJ
cu


o
ty\
1
o
•
•*D

QJ
,-Q

<— 4
^-1
cfl
X
ca

or.
a

<^j

M

i
jj
cu
X

o

to
to
CU
1-4
C
3

M
CO
CU
•H
k4
td

3
Xi
•rl
l-l
4-1

U)
4-1
•H

•o
C
cfl

s-
CU
•^
f**

c
0
4-1
to
,—1
o
X

*rf*
l_t
o
b

X
4J
i\4
O
z


,—4


























o
4J X
u
cu n
C cfl
•H kl
— i CQ

CU CU
4-1 CU
tfl k4
4-> 4->
CO ki
CU
CU X
cu E
tO -H
to H
cu
C IH
n o

H M
i C
td o
•H -H
C 4J
•H O
00 0)
t-4 CO
•H
> CU cfl
CO -H
CU O C
X X -H
4-t *-> 00
ki
O C >

u-i c
<• -H
* to
•on.*
cu CD cu
4-1 4-> CU
cO cfl ki
C 3 U
00 T3
•H td ^
CO V M
CU X O
•O O
l-i tO
CU 44
tfl CU TD
-H .£ C
34J

0)


r-4
r— 1
td

CO

X
a.


<
>





i— i
cd
c
o
•H
4J
td


c
o
ai
\^
w

q_l
CU


CO
to
E
O

H

C
•H
fl
4J
•H
3
^
cu

^J
•• CJ
CU

O J^
n g
3
4J H
en
cu cu
1* —I
O 4J

•H
_3

















o
o^
1
o
•
vD

•a;


.—i1
<_H
td
X
en

X
a.







^
)H
0


X
4J
kl
O

E

CU 4J
ki -H
4J 3
CO
cu
tn o
(U C
to cu
to 3
O -4
kl <4-l
U C
O
CU CJ
C
•H £
— I o
fa kl
cu d-i
3
a cu
cu
cu ki
S-. U
01
X >•>
3 cu
i-4
0 6
4J -- 3
•-H ^1
o
cu ~*
X
cu
en 4-1
4-1 3
•H O

O
4J 6
O
ki ki
cu M-I
•ri jrf
pi a>
o
C ki
o u
4-1
tn -j
-H 01
O ki
X 3
aj
j







































c
o
*-J
Cfl
t— 4
O
X

_,v
ki
O
b

X
4J
M
O
Z

X
4J
•rl
3

CU
CJ
c
cu
3
• — 4
4-1
C
O
CJ



O <4-l
b
w
00 CU
C 01
•H kl
ki U
td
o ^
Cd. CJ
•H
J









































O
4-1

60
C
•i-l
to
to
0
kl
CJ

cu
c
•H
.*-!
fa
CU
3
O
a

• e
> O ,>.
o o • — i • —i
in i/-i a\ Q, c^ o.
1 CL 1 f^.
T3 T) O 3 O 3
di (U • (/) • C/5
> cu ^o ^o
— i CJ ki M
C X CJ 01 CU Oi
tO CU X> 4-1 X 4-1
w CO cfl
• H O -H 3 rJ 3
TJ 4-1 r-4 r-1
cfl U tfl U
— 1 4J Xi 'rl X -rt
td O tn *— t to r^
4-1 C X X>
O X 3 X 3
H~t Oi CU Ot ,^ p-<

•4^ .^^ pQ

M t-4 1-4

k4 CO
o
b CU O
-1 X *-•
CU X •>-"
kl 4-1 CU
3 M O ^
CO O 4-1 Cfl
J Z 4J
c c
X X O -n
U 4-1 T-l Cfl
-^ -H 4-> kl -r-4
3 3 tfl 0) C
kl 4J -H
CU CU • O 
3 3 4J O tfl
— 1 f-4 Cfl kl C
<4-( U-l 3 C -H
C C T) -H tfl
o * o td —< - cu
cj tn u cu o >> ^
ki X 4-1 Cfl
£ ai 6  4-1 CU C
4-i 3 u-i 'H c ki O
T> E •!-! CU 4J
V? Cfl .^ O O r-4 XI tO
CU CU CU 44 k> 0) — 1
0) X CU <4-l CU 3 O
ki ki ki 4J • OC
[^ to t_i oJ k^ td 6 ^
^ 1H 00 >r4 > CO I-1CU4J
kl C f* -rl 4-1 V-l 3
O O -rl pi CU 4-> O
b 4-i r^ c cu V? to en
X O C to CU {X
M)j<:E4-ioeo CU3CU
C013C04JO) M X
•r^ QJ £—| .—4 Cfl p (_J U} 4_)
k< ki O i-i C 0)
cd cj oo X O cu C r-i CM
O -rl X H -rt -1-4 O
Oi 03 1 CO £
^ cO tfl CO

O C CJ CU
b -H U 4J 4-1
oo o c to
X ki S -H 3
4J -H O
ki > M a -4
O -H — 4
Z PQ <

tO X
^J r-4 fSI




o o
CT^ CT*
1 1
O 0
* •
\& \o

ai cu
^fl J^

>— 1 «~<
I—I •")
td cfl
X X
in to

X X
o. a

<3!

M

•u
01
" 4-1
^ 
1)
3 C
O •*-*
en
X
CU CJ
X C
4-1 td
kl
CM CQ
o
5^
0) rM
cu cu
•H U
kl 1-1
tfl Z
4-1
3 TD
X C
•rl tfl
kl
H


CO


                                                             37

-------
4-1
E
O
U
3
to
z
o
H
C/l

o

CO
tJ
M
cd
^3
B
4->
M
•H
U
Cu
W
CO
CO
id
u





















E
O
•H
a
T-I
U
CO
cu
Q

B
O
4-1
U
CU
en
















E
0
•H
4J
CJ
cu

0 O O
gs os 
T-> w-> M
XJ 43 43
co ca ca
x xx
a a D,

< 03 W

M > >
> MM
CU

-*ti
X* »-3
4J CU
3 B 4J
O O cd
CO 4-> M
ca o
cu M a B
43 0 M -H
4-> X 0
u (o
43 43 CU
4-1 4-1 C -H
•H 3 M M
3 O CU cd
CO 43 4-*
01 4J 3
CJ • 43 l-i Xt
C W 4-1 O -H
eg i-i -H E M
3 CU 3 cri 4-1
M 4J CU M
m ttj cu 43 a* M
B 3 U 4-1 4-1 -i-t
O T3 C 01 CU
u a] cu E & x:
(U 3 O T) 4-1
o u-i u-i cu *n
M en E x; B
U-I 4J O • W CO
•H O CO CU M
fAd M *H *H ^&
cu o £ cu M cu cu
4) 4-1 O 4J  T-I cu 43 4-> E > 4->
o £ E M o co u
CU O U CO CO "T3 CU CU
en B 4J 4J 4J fio CQ W
CU (0 60 f-l -H B
B CU M E i-t T3 B
•H 4J O -H O Tl X) E -H
•• «H DC M 4J E M .^ • M
cu (-1 .*•* o cu td cu
4J 3 CU CU i-l 4J
O 4-1 cu >a ij B  O
M O 4J J-l
H S W H


a *



o o
a> CT>
1 1
o o
• •
\£5 vO

cu 
> M


•
CO 1
l-i M
•d cu cu
O 4J 43
O C-> 3
tiu M 43
4J — 1 -H
3 ^
43 CU 4J
•H 4J
H 3 »
4J O 4J
l-l 1-4
ca
4J M *O
•H cd E
0) Id
•0 E
B ^ l-i LO

e > c
X. Hi T* O
 0 0 tt -M
•• ^ O
0s C?s C7S CU ON
i i i a. •
O O O 3 O
• • • CO •
\O vC \O ^O
l-l
cu cu cu cu cu
XI XI X) 4-1 XI
M i— 1 M i— 1
cd td o) u  > >
> M M l-l


ca B
4-i ^ o ca
•rt ^ CO
e c -a B
•H tb B O
M 0 -H
4) 6 M
B — i T3 u)
3 TJ W £
4J 5 CO

£ O M O
E H CU »-
I-i 42 MH 4J «4-i •
CU 4-1 CO E
4-1 TH ca 3 ca 03
co 3 * at T3 cu  T3 O CO h< CO 6
•H Cd 01 4-1 X> e 4->
43 4J -H r* 13
B -H -O ON TJ 4J
O CO 0 C CU BE
4->4Jg4J > i-i o >OCU 4-*^CO
CU y| !>% CO CO 4J M CO a]
M  cu
—IBM M 3 4->
T3 OJ M -0 flj 3
•o a E -o M o
•rt 3 1-4 M
£ 33 £ H


cd X> 0
in in in



O 0
as os
i i
O O
• *
^Q \Q

cu cu
^( »— <
<— 4 *— 1
^ .C
co to
K ffi
a a

^j
^3
> >

B
O
4-1
CO
O -•
4-1 O
33

M ^
(Q M
"O O
C pn
3
o a)

•a

O -rt

^
l-i 43
CU 4J
cn -H
3
4-1
CO CU -
cu u ca
M EM
o cu cu
fa 3 -u
CU £ I
43 B Tl
4J 0 Qt
U 
H J«!  cu
B Z at 03
(0 M
3
4-1 4J











                                                                  38

-------
C
o
u
A

Qi
U

1-1
Oi

z
o
H
W

O

to
•o
t-i
<0
-a
c
 9>
1 I
0 0
• •
^O ^O

0) 01
^-1 -H
3 3
to a

jC *. .
G, U.

** <
i-t >

05
to in 4-1
4J 4J 1-1
crt *p4 •»-(
•H 0
C O O 4J
•H 4-1 4-1
60 >••
V-l K*% ^l Vl
•H i* t-i a)
•** (d cfl TU
-a -a c
C C C 3
-H 3 3 O
O O J3
tn .a ,0
at 
4-1 > > )_.
3 la V 0>
.a tu a) to
•H cn in
i-< 4-1
4-1 44 4-1 tn
10 U] (U
{/3 CJ QJ i-l
4-1 1- l-i O
•H O O tn
h b
•o e
c g e o
<*) •* O O M
^D 1^ 1-1 <4-l
^i IH (4^
 }-i 0)
pi 4J  s-i
U 1-1 4J (J 4-1 U
C QJ •• O 
1
o
•
\D

01
^^

i — *
0) —i
)J OJ
3 ^ w —
oj l-i 3 U) J3 £>
JO tO )-i 4-1 l-i
• tn 00 J 01 3 3
OC 0) -H g o 60 ttf
CO -H 4-1 -HO PQ
r— 4 3 ^r! CO JM 60
P£^ Q 4J r^ 4J r*. »H
4J ^J CA -H r; 4J *H • 4-1 CQ
•H 4-1 3 4-i -i-i 3 in -H
3«uj: -H3 MSJ:
4J 4J (U 3 (1) d> 4-1
a) (n -H u vt-<3 3 •-< m aj ^H CD c
*4-4 01 ^) td C 4-1 '^ *W C .f^ *W 4-1 &)
CC33OaJ»4-i C O n«3
OC-IT3U3C O « OS O 3 -H
U0>'4"* -r-l O 4-) 3E30MS4-I4-1M
obC-rt ^•i-iSTJO-O>-ia)O'H-T-ia)
|-l M O ^4-4 O tO J-1 03 ^4-4 ^ t-i 4-1
14-1 -H E 4J Ok-iUM-iU -H ll-l O E tfl
>O ^iJ1^^ J^ ^ Di 4JO3
^ ^4 ^i (U *^ q> f^ ^i ^
D d) H-l d) 0) *^ v CO d) 03 d) C U ^ M-l cO
• a>£ >i-i(u O O O O *—* •— * PQ O (U O
j_i Ei-^V^CJ^ 4J^
'S Q)3>P^cdaJQj-HajjM-Hd
J_!
D
^
qj
^








— 	 	
                                                      39

-------

-------
•Vater Quality Standards Summary




           Section 6U




        New River Basin

-------

-------
   •=,  /(    *V w .J    i
  >?//   r Jf>    )•
  '•> LJ  ./ i--' t^-^
41

-------
sr^v
         :i  '

~  V:  |'l  I
5  •««  *«<
VI   ?,5  **   I
-<  '•'!>*;  I
                             A  ci
                             fi  u*
                             vO
                                  >1
                                      ail
        jfii
  if J  i  !  I
  S i  * I •"»  I
  ^ '  _ S >• £  !

-------
NEW RIVER BASIN

-------
                                                 NEW  RIVER  BASIH
-NORTH CAROLINA    SURRV     ca
                                                          SCAUt
                                                       O I X 3 4  5
                                               SEWAGE DlSCMAKiES   •- SA.vrL|NG STATIC^ A
                                               IK/OOSTRIAL D!£CMARCeS •— GAGINC STATIC. •;.,'.
                                                 STREAM SECTION eoUNOARV  	
                                                 S*e StanJoret Schedule for each Section

-------
z
!-(
LO

DQ

a:

>
t-t
oi

to
•o

•a
c
cd
4J
CO
•H
y
a
CO
to
1— 1
u











c
0
•H
4-t
a
i-j
(j
y
ca
cu
a
^™
Sectior







c
Q
•H
4J
y
Ol
tfl 1
0 0
» •
i i
O O
\O \f>
o> o>
-* ~-l
1 3
CO en
a u o.

M >

»
TJ J2
Ol I 4J
4-» 4J i-l
cd C 3
C 0
COS V
•H y
to oi c
o> .c cu
*U 4-1 3

ca 4-1
cu -,
* -H .X
co &o y •
Ol »-i O .M
and its tributari
e Virginia-West Vj
Giles county line,
ers in Section 1 :
and Take:
Wolf Creek from F
Wilderness Cree
I-. JC 1 4J
Ol 4-1 >S Cd 4-1
> M :* 3
« o e w fa
l-i O 3
3 «4-i 00 0
^ H
O
i
O
^O
.£

.c
03
03
a

>

f— * »
,-H
Ol CN in u)
00 <4-l CU .24 ,-1 4J
T3 TJ — " U l-i • O -H >•,
•HCOCOWS 4J
M 03 3 -JU)tJ4-l4J O
C*>^H 4J IMi-lCd Cd-H CO y
— IvO -H CCUCU 33 4J
vo 3 O-'-'^TJ -H-a
to. utdu cdoi e c
cucucu 3 a) o -H cd
4J4J y IOT5X £C -^ -^
33C4->cd4-i CU CQ
OO 01 -HOI'H C03 01 1
l-i iJ 3 X 3 4-1 — I 4-1 i-|
on-i^ e -HIM cd.*
4-»O C V4Jy OO O cd
O 14-1 >HC 4-ly CX^
a c y o) )j 3
(0 0 * _^ O3 * *O w * O P i
O-H 03UJCU4-1-HCO— 14-ICOy
4-1 4J l-i 01 M-IHCU-HI-I g
^** O *^ UJ Vj _>|^ C ty *p^ (y ^Q Q
_^St C ^J ^J CU O \ * *j f P JJ C Lrf
PS >-T3MCJi»T3cdi4-i"O(lQ ^i
Q) <4-i--io> 4J o> -Hcueucd^
cfl _^ _H {j o O3 cd-H
3

«



























ca
1-1
cu
4-1
§
•a

01
C
•H
^^






















CU
— 1
4-1
4-1
•H
^
4-1
•H
CU
f luenc
0
y
ca
4-1
•H
O
M-l
U
M
3
Q.
CO



























a
CO
1-1
CU
4-1
1
cd
CU
co
4-1
•H
O
4J
01
01
t-l
o
01




















M
c
M
CU
e
•H

4-1
i-l
CU
y
nf luen
O
u
ca
4-1
•H
M
M-l
.*
0)
01
|j
CJ
«—4
g
CO
1-1
Q





























•
CO
M
CU
4J
 3
2 t
a\
3 2
z







gmmi *_J

-------
4-J
C
o
y
w

01
•n
V-
cd
•t}
C
 ai
Xi Xi
cd cd
« U)

X X
a o ex

OQ <

j> ^
i-l I-l
0) I
X! "^
4J CO
0)
o x:
4-1
en
& 4^
efl in
cu
M O
4-1 4-1
01
a E
3 <3
01
v^ ^
-^ cu
<-l Jd
1-1 at
2 4-1
c
f -H
•^ 1-1
3 cu
4J
o)  3
3 • <0
.•H sO
Q.
a.
3
t/>

M
0)
1
u
t— 4
mn
s
y cU


















































•
ai
^i
cu
(0
3







ON
I
O
•
vO

(U
*
f-H
<0
CO

X
a y

CO

>
M
O
4-1

e
0) ij
u c
4-1 •!)
to 3
CX rH
3 <-H

V- 0
01 U
>
-H en
fV ,lJ
•I-l
3
0) g
z o
1^
0) '4-1
»c *
jj s^ y)
Q] M
XI 0) 01
4J t-l 4J
1-1 :_> CtJ
33

0) C <8
y O 0)
0) to
3 CD ••
»— t d) -4-1 ^3
n 1> ""*
o 4J o q
y -H 4-> o
i-J -rl
n i-i 4-1
4-i -a 0) y
•H C >  x
?-. J3 4-> 4J
C f* 3
O w 3 o
4-1 4-1 p
tyj i-i H

-c



O
ON
1
O
*
sjD

0>
x>
cd
ca

X
a

ca

H



I-i
01
>
•H f
CtL 4-1
•H
3 3

2 0>
y
cu C

4J 3
9-^
-C ^W
4J C
•H O
3 u
•
4-l »-i -D
C U-l 
U ^ JE
0)
.
•H C
?s f. O
C O 4J 4J
-- o 4-1 ti en
^> AJ 0

lJ
3
4-1
Q)
^









O
a>
i
0
•
vO

01
X)
1— 1
5
CO

32
a

<

>
M


f^
S
g a
Z 4->
y
0) 0)
.C M
4-1 M
0

4->
i-l T3
3 C
cd
ai -4
y ca
c
(1) £
3 O
-< I-i
<4H M4
g
O • 01
y eg cu
e « II
o J-* (d
^ qj 4J
  ClJ
4-i 1-1 at
3*5
J
M
c
•H
^^
t-l
0)
E
•H
^

0)



X
^J^
a
a
3
W

^J
QJ
JJ
(J
•H
^-1
JD
3
O PM











*


01

4J
in
Q.
3

M
0)

i*4
E

i/^

4->
C
"o
CX
«9

4-1

0)
2
c
•H

^j
01
4J
(0
3
3
aj
V

CO
_
E
I-i
tfl








O
o>

o
»
vjj

cu
JD
ca
x:
CQ

3C
a.

<

>
M

10
4-1
^
2

^)
c
•H
1*4

Ol
4-1
cd
4J
to

cd

(2
•H
00

1-1
>

CO
3)
3
•H
C
•H
OC
I-l
•H

0)
j^
4J

0
Q
M
U-i
^
^4
O


r«4
0)
I-l
3
<*)


<4-l
i_l


O
CT>
1
O
*
\O

Qj
•°
1
to

X
o ex y

CO

>
I-l


i E
eo «d
•H CU
01 4J
•O 
03 CO
0)
— < 

03 4-1
4J CO
^^
•H 1
t-4 00
4-J -H
C
4-i bO
•H W
•H
T3 >
C
(0 0)
r;
Ui 4-1
0)
CO £ 0
p OS I-i

1
O
*
vD

4)
•°
^>i
CQ

rc
a.

CQ

>
w

o
4J
E
0)

4J
(0
tx
3

01
J^
«
4J
C
•H

^
01
4-1

Bi

•H 0)

rT Q
AJ 4->
(0
o a>
^_j ^j
^^
pa

j3
,_^


f»0
^^ *

Q. I
3 O
CO *
^o
p
Q) Q)
4-J *£t
^3
^ 0)
^
3 X
o p^ ex

<

>
M



•I
T3
0)
4-1
id

00
•H
(0
01


0)
CO
•,4
3

i O
I-l I-l
a) Q
8 U
o
60 JS
4J 4-1
C 1-
^^

o> aj
JM *H
4-1 C

e 'w
o w
*w ^>







                                                      46

-------
4-1
C
o
u
58
CQ

to
T3
^4
5)
C

a
•H
\4
U
CO
01
a

c
0
•H
0-1
u
01




















c
o
4J
CJ

o o
ON ON
1 1
O O

NO NO
01 01
42 43
5 "3
ca in
X X
Cu 0.
























































































































< «


*0
j*: we

MX Q 0) Z
t_} • I"*- JJ O ^» I-1 M
C"J «•• 4 4-1 )>4 ^jj CJ ll)
«^ \O \O O CU cfl CJ f~t
^j \D 4V U P^"> "O C -i-J
o o> -H ^ c j: o
EM T3 4-> *-< > (0 3 .M 4-1 JC
C 3 O VJ T3 Q M ^ 4J
,£ C(J 0 ^  > c -rt c
4-i 03 Qj I*** M U ^ *H 3  V3 ^ * CD *— *
3 *H 1-4 * -r-t W O <*•(
OJOV^W 0>*OJ 4J U) >I*C C
OJ-«^<1J J3WC/} cn M OJO) o
C 4JUM QJ (U EJ-*3 U
OJQJ-U3 CU4J V-« -M Oc8r»i
rj*-»wQ GAJWJ o ^ ^ O OJO 4-»4J^^Qj
C O U *W H3 4-* tfl 0 ^ • ,*^ •*-J -W •"• *^ TD ^
o MC "-ic- M 4-* O (0 ^ .^- fH QJ Q
0) " 0) 0) VJ I- (T] O Cd 0)I-i *-i ^ 03 W
C/5 CU <1) ,£d O p£ *O O *O fe S ^> ff O O a>4->- C4-i'HO
_X JJ O 01 1*4 03 ,O t(J .^ > -H E *• «H tO »O 4J OX
cfl *O *— < i-i QJ t-i O O^cO 
o cu
4-1 (-1
o
~J
co X
r- o

GJ
4-> 43
3 4-1
0 •-!
M 3

T3 CU
e o
CO C
01
^! 3
0) -<
01 4-4
M C
CJ O
u
• <4-l
rl) O Cfl
(-1 4-1
0) C -rl
4J C
cd -H E
34-1 O
"U O l-i
td c t-i
0( 3

01
0) E 0)

•H M  o to ^M
•r( Q) T3
Pi X 4= T3
O *H
[T) y














































•
en
M
0)
4-1
cd
3
T)
cd
cu
f.

ca
4J
-H

0
4-1

















3
CU
Z

0)
f"!
4-1

J^
OJ
•^
3

0)
CJ
C
a>
3
^^
ew
C
0
o

ca
4-1
•t-l

E
O
l^
<4^

^
0)
cu

u

g
o
4-1
4-»
O
DQ

43
a

•rH
a:
















M

^
.^4
a;

3
0)
z:

0)

4J

4=

•H
3

O)
O
c
01
3

IH
C
o
ej

en
4J
4,^

g
O

tj_J

^
0)
D
p
CJ

-o


•o
0)
V
0
o
IJ
CJ

J^
4J
•^
3

01
o
c
cu
3

IM
c
o
o

to
4J
•H

e
0

M-l

^
01
01
M


01
T3
td
f— i
O














































•
CD
J_i
ty
jj
gj
3
•o
cd
CU
4:

Ul
4-1
•H

0
4-1




















_fT
4J
•i-l
3

cu
o
c
CU
3
1— 1
14_|
c
o
O

CO
4J
•rt

e
0

M-l

y
CU
cu
ij
t_j

t3
CU
s^
0
O
M
c_>

^/
f_l
O
Pu

4J
CO
td
w
































»
ca
^
01
4-1
cd
3
•o
td
0)
4=

to
4»>
t-l

O
4-1

X.
0)
01
M
U

T)
a)
*x
o
o
}_i
u















                                                         47

-------
4J


O
u
z.
I—I
CO
<
m
re

•a
u
to
•o
c






CO 1
4-J 1
co !

r-i
•rl
CJ
4)
a.
CO


W
01
CO
CJ
























e
o
•H
4J
a
•H
M
U
CO
01
o

c
o
•H
4-1
CJ
01
CO



















o
.j-i

u
01
CO







































































o
ax
i

o

vO

41
43
,_,
i— i
CO
^
CO

•x.

i-H
(X
D-
3
CO

^4
01
4-1
CO
u
•r)
1— 1
43
3
































0
»
r-l
' (X
(X
0 3

vO

01 01
43 4J
co
r-< ^
r^
co U
f. -H
C43 r-l
43
3C 3
















Q.&4 P,d4
M r-l
CO
4J
•H

0
4J

41
C
•H
r-l

^
4~1
C
3
O
CJ

rH
r— 1
O
^1
rl
CO
O
*
•o
^
o
l-l
ft!

41
42
4J

€
O
IM CO
M
Jrf 4)
l-l 4-1
O co
£t4 ^
"O
05 CO
^ 4)
rl -C
3
CO
















0)
0) 41
tj 42 • r-l 41 r-i
CJ4ICJOcnOICX4_i 4)
r-l C 4-P . r-l O. 3 >
>^(XCfl DrH-r-IOX'rl
CO CL >-i .i; -H l-i >-i u OS
CO -H BO 01 -O . > CJ -rl
CD l-l 0) C CO CU 13341
M CJ CO 1-1 CO rl .C 4= C r+
CJ -"-<(_} 0) 4J 4J CO 01 4-1
42 l-i £ 4-1 ^"i 'rl U 4-1
/Z 4-1 r-J. 01 CO CD S 3 E C -H
4-J -H CO r-l 01 ft CO 01 r-3
•H 3 EC CX rl -a «-l 01 01 3
3 O.4-IC8OUrlr-IX
41 t" .H 0) 01 C 44 U-l 4-t
0) O 4J W 42 01 41 CO C -rl
O C -H CJ W-l 44 3 OS
C 01 3 O « 'rl r^ U-, 0 •
013 4: 4-j g u-j. o caoi
3 r-l 01 4J C-rl-H C Cfl M U
r-IlM U-rl OT-| O C 44 0> C
<4-l C C 3 -HO CJ O -rl 4-1 01
C O 01 44 44 C -rl COS
O U 3 0) U 3 W 4J fj gi r-i
CJ • i— i y c3 j>> o 4-» • cj o T3 14-*
M en y-i e sun -r-iwc ucoc
 U-I ^C _f^ 4J J> 4J 4-1
O en t-i T3 4J m o aicaca TJ 4j co -H -H -H
MMU-ICO-HI^CJ E4-:a)>-i^io 3 oi
U-IQ) 0) iU >O4-t^VOI4)£'T) O£
4-1 ^£ r~ £ ^-i so o] ^4 ^i 4-i oi j o m 01 4-i o
§CQ ^4 ^4 01 1— 1 l4
3 CJ tQM-142 4-1 IJ '-w
01 "O l-l 4-* ^ "3 4J ,Vf C2 ^4 *tt 4J 4-> Ol
U4) ^ D O 3 41 4) r-l 41 4.) ,-J -H 41
r* ^ Q (0 ^— ^| »Q ^ p-l s/ ^ >rl O t* "*^ t^S 01
^ U 4-1 41 U-ICOCJCMO) S 4-1 ••-* ^ M
l-i CO O kin 01 11 CO Crf O >-i 41 CJ
O 4-1 fV^ ^ C.J ™J C (~? OIO1^4-^O1 r^ 4-1 O 1— 1
p4 -H 4) •r!3 r-l 4J CJ T-l -H O) 4) [jLi -U S
41 41 M pc; 91 (X 3 O 41 r-l \O 4JO
»-i 4-1 -H u cj-i x-rii-i^;o)4j co cj 4j r--. en <-4 ra

y pp *-^ fTi n p^ fT. f-ji ^ ^



















i
T)
CO
01
r~

01
4-1
•H

0
4-1

i— 1
CM
CM

41
4J
3
O
CXi



w
U-4

•^
. u
« 41
^4 ^4
Ol CJ
4-1
CO T3
3 C
•O CO
CD f^
4) 0
42 M

09 "O
4-1 4)
•rl 41
P4
4-1 00
•H
co




















0)
1— 1
a
a
•H
1-1
CJ

f.
4->
•H


01
o
c
0)
3
r-<
U-I
c
o
CJ

m
4J
.,-{



^j
IM

^
4)
rl
U

. ^
CO U
l-l 00
o> c
4J -rl
CO r-l
3 r-l

y|





















.
en
^4
41
4-1
CO
3
•o
CO
4)


en
4-1
•rl

O
4-J

V?
01
a)

CJ

v;
U
O


0)
4-1
•H
i
•o
c
CO

^
01
01
CJ






















U-I

^
01

•rl
P^

I

CO
CN









CO

O


yMt,
e
CO
01
rl
^i
m

s
Q
T)

rl
01
-C
4-1
(4
CO


CO
•rl

42
CJ
•H
•s
4)
^
CO
4-1
C
-H
M
01
4-1
CO
J

3
CD
k-i

.4-1
eg
4=
4-1









(^
OJ
4-1
CO
s

.
HH
»
pl|
,
>


o
43
CO

CO
0)
t-l
•H
e

»r>

41
C
•H
O
(X







































.
01
s/
CO
4-1
C
•rl

^4
01
4J
CO

3
CO


CO
»
^,
4-1
•H
rl
0

4-1
3
<







rl rl
0 01
4J >

ca as,

CJ 3~
Ol
O S5
4-1
0)
6 4=
CO 4-1
0)
rl X
4-1 4-i
CO -rl
Qt 3t
3
Ol
a) cj
-* C
eg 01
4-1 3
C r-l

C
f-i O
01 CJ

CO ID
9 4-1
.^
^


l-l
en IM
•O rl
h 0)
0 >
M-l -rl
"O fyj
CO
Pi 01
r-l
E 44

l-l -rl
uw > 7

U tJ
01 C
> to
•H

ca

01
a

43
CM





































.
C
3
Pd
»/
h

CQ

U-I
O
rr
4-1
3
O
E

01

4-1

O
4J







                                                                 48

-------
C
o
cj
Z
ac
U
>

Cfl
•o
Ui
•a
c
s
C/3

ct)
•H
CJ
41
a.
CO
w
co
cd
r-i
o






















c
0
•H
4J
a
•H
I-l
u
CO
41
Q

C
O
•H
4-1
O
41
en



















c
o
•rt
4J
U
01
C/5
O O f*%O r*»
O^ C^ Q* 0^ Q«
• i a. i o.
O O 3 O 3
vC \O MO
M Ui
41 4) 01 41 41
XI X> 4-> XI 4-1
cO cd
M M 3 M 3
cfl cfl u CO U
x: x: -H x: -H
en ca — i to M
XI Xi
X X 3X3
CL O.X1 Oi a PM

P3 < <

£> J> £>
MM M
Ui 01 1 1
O ^ 41 T3
4J CO 4-1 CO
>i 4J ct) 41
co co x:
M -H
O 13 CO
t-c C -t-l
E 4) cd -H
O 4J
Ui tfl co o
*4-4 3 Ui 4-1
41
3 4J E

41 Ui 3 0>
4) "O 1-
la CO cd 4J
CJ - 41 CO
ft j: a.
•^ r^c* 3
cO to CO
4) CQ 4-1 01
PL, _, .H .*;
3 co
4J CM o 4-i
a 4J c
CD e -H
o ox:
X MO Ui
4) <4-l C 4)
• cd 4J
" ^ en Ui co
10 4) 4) 03 3
4) 4) -H
•H Ui Ui C 3
Ui o ctj co co •"
CO 4-1 M Ui 41
4-1 "XJ 3 0 CN
3 C X) X <0
XI cd -H - C
ui w 4-1 c :>-. 1-1
4-1 M -H O 4-1
CO TJ -t cj
CO *O 4-1 3 • Ci4 CU
4-1 41 -H rH Ui (/>
•rl 4) U i-l E
a: TJ c o o c
T3 C -H > Ui -H
c oo cd u. <4-<
cO -H *•  4-1 Ui Ui Ui Ui 3
•rt o 4J -a u 41
Oi E CO O 4-1 4-1
Cd ,*: Q.O-O efl 3
3 Q cd 3 3 "^ 3 O
cu CD o ui
Z On Q H

CJ T3 41
CN CN CN



O O f*.
• • M
CJN cy* CL
O OS
-£> MJ W
Ui
41 01 01
XI XI 4J
cd
M r-l 3
cd co u
x: x; -H
co co — i
X X 3
a. Q. ai

<£ ^

M >
> M
tfl
- 4)
4) Xi
— I 4-1
p^ •—!
Ui i-l Ml •
o > c A:
ta ca 1-1 41
M -a a;
4J — i 3 Ui
CO -H -H U
4) X U
3 C T3
e -H c
x; o cd

•H tw £ w
3 co i-i
CO OJ
4) • 41 Ui T3
CJ Cfl -H t-l 0)
C Ul Ui 10 QJ
0) 41 cd CU 4"*^
3 4J 4-1 3
M cO 3 01
<4-( 3 X> CO — 4
C T) ft 4) 4-1
O CO Ui — 1 4J
O 4) 4J -H -H
x: e J
CO CO
4-1 CO 4-1 LO V
-T-l 4J -H U<
•r-l U O
e ~a c fa
O O C i-l
Ui 4-1 cd O 4-1 tl-l
<4-l Q. CO CN
U1 r^ CO
J*: 41 41 co u c
4) > 01 O
41 -H M O <4-l -H
Ui SU O 4-1 O 4-1
U U
4) T3 4) T3 41
CO M C Jl! 4) to
-< 4J cd CO Xi
^ 4J M 4-1 Cfl C
4J -H CO C Ui i-4
" 3 J M -H 41
—tO 4J CO
cd X T3 t-i ed Ui
Ui 01 CU 3 4)
3 Ol 4-1 4J
4-1 o: cd 0) cd
cd 3 M 3
Z 41 -iH
— 1 3 4J 4-1
4-> cd C 3
4-1 Ui 4) O
•H Ul
-J H

*4-1
CN



o >. o >.
QN Q, 0\ Q,
IQ. i a
O 3 03
• en -in
Ui l-i
0) 41 0) CU
cd cd

cfl CJ cO O
x; -H xi -H
00 r- 1 CO r-l
X "3 X 3
a CM a cu

""•C ^

M >

e TJ
cd 3
QJ —1
M CJ
4J q Ui
CO -H 41
u
tM ^ CO
O co 3
^_|
C41 3
0 4J Cd
•H Cfl Ui
4-) *J
O T) to
C cfl -
34) at
•r-l J3 —1
•—4
4) O -H
J3 4J >
4-1 01
CN ,r!
§r*~ 4J
r~* r>1
Ui 3

C en E
^ co J« O
4) U Ui
0) CN 0 <4-l
Ui 00 Cu
or- w
4J 41 •
T) «J 10 -H g
C 4) 4) l-< CO "
cO 4J 3 cd 4) W
— 1 3 4-1 1- CN
CO O T3 3 4-1
n U. C X) to C
Cfl -r-l CU O
T3 41 Ui 3 -H
CD 4J 4-1 4-J 4J
o) co to to cj
Oi 4J cd CO 41 41
CO W 4-1 —1 tO
41 -H -H
— • T3 CJO 6 C
4J C C T) -H
• •4-i co -H c in
—J -H CO  01
XI +i X) 4J
a) co
-j 3 .-| 3
cfl O efl cj
0) r-( CO r-l
x> x>
X 3 X 3
a, OH cxpLi

*^ *i

M >
> M


CO
1 4-)
4) -H
x:
4J O
5>-. 4J
3

((_, Cfl
O 41
Ui
CO 4-1
4-1 CO
•r4 Q.
e 3
•H
r-t 4)

C CO
3 4J
O C
4-1 *H

C l-i
Ui • 41
01 10 4-1
4J Ul CO
CO 4) 3
41 4->
3 cO 3
3 cfl
01 T) Ui
^C cr)
4-1 41 CO ••
x: - xi
ex CN
o to cd
M 4J r-l C
M-l -r-t CO O
0 -H
^4 O 4J
41 4-1 e o
Ol O O)
Ui cu ui en
O r— { lf-j
•"-* C
•O i-t ^ -H
•• 41 > 41 •
—10) 4) CO CO
co o£ Ui Ui Ui
M O 41 01
3 4-1 4-1
4J 4J cfl efl
cd 333
z c -a
4J Cfl 4-1
co 41 3
4i x; o
rC Ul
U H

x:
CN



O X
cy> o.
i a
O 3
• to
vD
Ui
01 41
XI 4J
ca

(—1
cfl u
Xi -rl
ca —i
Xi
a CM

^

M



V
0)
01
Ui
o

4-1
3

4J
CO
41
Xi
u

f.
4-1
•r-t
3

41
CJ
C
4)
3

t4-t
C
o
CJ

co co
4-1 Ul
•H 4)
4-1
E cfl
0 3
ui -a
 CO
Ul 4J
O -H

—i O
•• CO 4-1
-H 0
cfl O
M
3
4-1
cfl
Z











                                                    49

-------
 C
 o
 u
z
M
tn

CQ

OS
W

CO
"O
M


l^|
o

c
0


^^
rt
(0

S


<^J
1-1
O
4->
e
a)
M
a
3
(U
a)
4->
c

>-
a)
4-1
1

3*
<
i-

*

•H

»
a)
z

 o
4J >
 ai
4-1
tfl (-4
S3
4->
g



                                                        50

-------
Water Quality Standards Summary




           Section 6E




      Roanoke River Basin

-------

-------
O
             51

-------
r

-------

-------
CM
 I
W

-------

-------
CQ
a:
M
M
a:
o
OS

10
•o
1
c
a)
03
•H
U
0)
M
10
01
JS








Section Description
0
•H
4-)
U
ID
ML








43

BQ

>
M





M
A
•H
O
to
01
01
01
to
to
01
M
c
4=
O
+1
•a
1 Interstate tributaries of Lake Gaston an


"3
T3
| Incrastate tributaries tu Lake Gaston an

.0
•~*






















| unless otherwise designated.





M" J? ^
Q. O. O.
a a a
c3 -55
V< l-l 1M
01 oi o>
4-1 4-1 4J
4J " «
•M "H *H
43 43 43
3 33
OJ fV^ Q^ f\.

03 ffl
l-l M M M M
M > > M M M M
MM MM MM M
Ps to
to V
•W • 4J O •• 4J E
CO GO C 4-> OlOltd 5
M3C3 4JC3 ai
(-."-••Hoe -JO) # 3 4=-^O X «)4-t 41!
TJ4J-0) OOO -) |J 14-1 • M 6 4->
l4-l4JM 4~1 mnaoi
Dockery Creek and its tributaries to the
Dan River and its Interstate tributaries
Reservoir to the Virginia-North Caroli
east of the Pittsylvania-Halifax count
but not limited to, Winns Creek, Brand
Line Creek, unless otherwise designate
Dan River from South Boston ' s raw water
Paces, Virginia (below route 658 bridg
Intrastate tributaries to the Dan River
Reservoir upstream to the Virginia-Nor
line just east of the Pittsylvania-Ha
unless otherwise designated.
Bannister River and its tributaries from
impoundment dam to a point 5 miles ups
Bannister River and its tributaries from
Halifax's raw water impoundment dam up;
headwaters, unless otherwise designatei
Cherrystone Creek from Chatham's raw wati
to its headwaters.

o a 43 u -o 01
—IN CM CM 04 
.*

M

10 '
_j at
C *
i-l C
?g
•H f-4
> $
01 4J
43 *J
4-1 -H
PU
O 0)
to f
IM 4-1
Dan River and its interstate tributaries
North Carolina state line just east of


m
















o
4J


?
s, includ:
Halifax County line to their headwateri





                                                         56

-------
4J
B
O
U
•z
I-l
cn

ca

a:

g
M
S£

CO
•o
i-i

B
1 1
CO

*
u
cu
Q.
CO
CO
CO


















B
O
1H
4J
a
•H
i.
U
CO
Q

E
O
•H
4-1
U

CO













— 	 B 	 '
o
•H
4-1
U
CU
L__££_*«

























•*
M
cu
^ 1-1
CU Oci
01
M 0
u >>
n H
•H
4d 43
a. 4J
py to
» »
^ M
n) a)
(U W
CU >
M -H
O (A























c



CU
4J
4J
•H
J
^3
cd

«t
0)
cu
u -o
cu
CO i-i
M ctj
41 C
4-1 t>0
OJ *r^
>, O CU CO
O >i
U CO
«*
\t^ _r*}
CU 4-1
CU M
M O
0 Z
CU -
E X
co cu
CJ CU
M
* CJ
o
4J >,
•si
4J i-l
i-l M
B J-»
•H ri
^ £




^_^M«^^«
0)
"•O
*M **
CU CU CO
d) (O
M T* E
U 3 O
M -H
(^ CU 4J
-4 43 CJ
W *J CU
o cn
^ CO C
CU CO -H
a) cu
M «H CO
U B M
3 CU
T3 4J
cu • «d
J
E> 4-*
M i-l 3
u as o
H
























CO
M
cu

o
o
EC

•H
3

cu
u
E
CU
3
I— 1
•4-1
E
O
CJ

ca co
•H Q)
44
g §
M -O
4-t cd
cu
M 43
CU
> CO

erf 1-1
B 0
at 4J
.. Q
0) Jd
4^ CU CU
ed — i cu
H 4-1 M
4J CJ
•a -H
E J
cd
4-1
3


























43 O
4J 4J
^i
0 E
•z. cd
 -i
O -H 1-1
M 0- 43
<«-l PL4
o
M !>•> E
cu id O
> S M
-_J 111
Oi 43
4-1 M
O 3 CU
>•> 0 >
* CO -H
S oi
43 M 43
4J O 4-»
3 &4 i4
0 B
co co



























01
4-J
^
o


0
4J

g
HI
M
4J
cn
a
D
"H
c
^ °*
r- -4
VD 'H
y
CU
0 C «
B co
4-1 CU CU
3 ^ -H
O O i-l
•5^

4-t O
Ct) 1- U
^ «4-l 3
l-i l-i 43
cu cu cd
43 *H
a) oi co
o 10
i*i E r^
cd
£)









B^^MOT^^^















M

*H
o

ca
cu

CJ

E
E
•H
CU
cu
r*.
4_>

0
4-1
E
aj
cu
4-1 /->
CO (0
CU CU
3 -4
•H
rr\ e
1 1 B
r- vo
cu >.
4-1 — 1
3 CU
O 4J
-i
E -H
0 X
M 0
<4-l M
^ s-
l-i CU
cu cd
•H
pi B
n)
c a ••

Q "cd
3
4-1
cd
55







K
CU
a
3
(A

M
0)
cd

U
JO
3
04

<



« 1
co a)
M -H
CU B
4J 1-1
• cd cio
co 3 M
• l-i TJ i-l
ca at cd >
M 4-1 CU
CU cd 43 CU
4-1 3 n
(8 t3 05 4-1
3 cd 4J
•O CU -4 O
cd 4^ 4J
CU O
43 co 4J E
a-i io
CO -H O 0)
4J -* M
•H O ^D 4J
4J CO
o cu a
4J m 4-1 3
-• 3
m M cd
r-- cu Q
cu 3 o -a
4-1 O M ^
3 M in CU •
O 1-1 a)
o a> <-• ft
B M ^ O •***
O *t-l i-l O

IH M w 4-i
cu o co cd
cu IH cd at ca
•H 4J Ct)
a: 4= 4= c
4J 4-1 S i-l
B *H 3 O *-^
cd B O M O

COCO^M
CU
> 43
•I-l i-l
O
C 7^.
S

A


PS r\ y*\
a a o.
a cu a
33 3
CO CO CO

MM M
CU 0) CU
^cd cd ^cd

u u u
43 43 43
33 3
CM CM CM

< < <

B
cd
cu
• M
O 4->
4J CO
CU
0) 3
B
•H ca
— 1 CU
^-i
cu 1-1
4-> E
«d
4J m
CO
o
g 4J
i-l 0)
o cd
M 4J
3 5

43 M
cu o •  i-l M Cd
3 B U M
•H 60 4J CO
M M Cd "
4-> -H O 4J
> O E
CO O
4J CU •* A4
4-i B a
•a .H
§ i 'B o
M — i M
•M ^M CJ M-l
CU E

M CU CU
U > 4J >
Tl O 1-1
0) pi B «J
•a
CJ 4J 3 4J
w 1-1 ja -H
CJ CO CO

43 O -O
co cn co


h
a
a
3
CO

M
0)
«

O
43
3
PM 43

pa






*
co
(U
•H

i
n
•H
M
4->
M
i-t
(U
4-1
E

•
Q) (U
cd cd
B
•H CU
E
M O
0) 4-1
44 CO
cd ^*
3 M

3 «
CO M
0) O
-> >

•o cu
*— i co
cu cu
i-l pi
4-1
B £
^ ^-*
m *H
£

cu


fc
a
Cu
3
CO

^4
(U
cd
3
u
43
3


<




ca
o) to
•H
M 4-1
cd E
4J 1H
3 O
43 CU
•H
M cd
4-1
0
M 4J
•H

-3
0 -H
^ O
03 M

l^j
W 43
3 AJ
O M
co o
B cd

M i-l
CU 60
> M
•H ft
ai >

o cu
2*
4= 0
4J M
M M-l
O

CO
^•M^^^

















































.
1
cu

4-1
CO
cu
3
ca
CU
•H
E



•»^w^^«*""

                                                                  57

-------












/^*
J
c
o
ROANOKE RIVER BASIN (c














to
•o
 5

1 1
•H -H
C C
•H B)
e tributaries to the Dan River from the Virg
arolina state line just east of the Pittsylv
J-l U
td
AJ 43
<0 4J
03 1*
W" O
4-> Z
C
M
^
 O ,C*C>
*j W4J 43 w 4->r-ea>
uA i-* Li ^ fli ±j
and Take:
Runnett Bag Creek from route 792 downstream
route 40 at Kndicott.
Round Meadow Creek from its confluence with
Dan River upstream to Route 634 (approxim,
3 miles).
Rock Castle Creek from its confluence with
Smith River upstream to route 40.
Ivy Creek from Coleman's Mill Pond upstream
route 58 (approximately 2.5 miles).
Poorhouse Creek from its confluence with No:
Fork South Mayo River upstream to route 8
North Fork South Mayo River from its conflui
with the South Mayo River upstream to roui
640 (approximately 3.25 miles).
ral:
3
•" *J
3 crt
PLl ^








(
•o
ol
0)
43
(A
U
•i-t
O
4->
O

3
O
U
O
1-1
t4-t
A:
0)
0)
^
u
(U
T^4
u
10
cd
O
^
u
o
oi













waters .
Poorhouse Creek from route 817 to its head-












0
_i_j
waters.
North Fork South Mayo River from route 640 1
its headwaters.












•o
r*
Mayberry Creek from its confluence with Roui
Meadow Creek upstream to its headwaters.










^
W
0) O
J 1 II
Maple Swamp Branch from its confluence with
Round Meadow Creek upstream to its headwat
Round Meadow Creek from route 634 upstream 1













its headwaters.









-
58

-------
 c
 o
 u
Oi
I

(0
•a
td
TJ
C
03
CO
^
•H
U
0)
a.
to
CO
CO
cd
i-H
U















c
0
1H
4-1
a
•H
U
\
jC ^
4J M
43 43
4J 4-1
•H • iH
3 to 3
onf luence
headwater
onf luence
y to cj
4-1
01 -H CO
4J 4-1
-H O -H
SB§
IH td |H
IH
^ 4-1 ^
4) M 0)
0) O. 0)
IH 3 M
U O
0) 01 £>-.
-H > |H
00 tH IH
fcOetf cu
3 J3
H CJ



























V-<
0)
>
-H
ai

c
cd
Q

0)
4-1

43

aters.
f luence wi
3 C
T> 0
tO O
0)
43 co
4J
CO -H
4J
•H E
O t->
1 1 jjj
cd o)
0) •>
QJ
^H
4*1
C
CO
IH
CQ

E
• i- e
to a) nj
)H > (3
(1) -H
4-> ai -O
to -H
3 C ai
•a « -H
Cd Q <4H
0) — l
43 0) O
X 0
to 4J 43
4J y
•H 14H tO
0 3
4-> in o
6 -H "cu
o) cd
4-1 3 CO
01 43 3
a. -r-4 M-I
3 IH
4~> 0
4J
OJ
JJ c
cd O
4J >fH
CO 4.)
cd to

c
M

<0
*J



a
a
CO
i»i
a;
4J
3
CJ
i-i
QLI

4-1 C
•l-l
co O
o> a
•H
S"
j? ^
4-1 Cd
4->
0) C
4-1 -H
cd
4-1 l-i
01 CU
Cd 4J
>H td
c
I-H

43
•^


,-«!
a.
a
to
P
0)
4-1
3
u
tH
»— 1
3

«
>
H
P
•r-l
0

a) c

0)
ai li
•H
IH O
1- >
£ 0)
to
C 0)

0
43 -H
CO
4-1 0)
O 0)
0)
adwater
eluding
43 'H
CU -o
43 C
 -H
CU -H >
4J tv* [rt
CO 0)
3 0) 0)

3 O
tO C O
0
a;


m


O >.O
o< a. cr>
i a i
• to •
IH
CO CU CU
^ « ~°
r-4 3 «-H
ca y to
J3 -H 43
(0 i-H 0)
43
33 3 Z

M
. ^
M

01

4J
0)
U-l 01

3
CO IH
IH 0)
Q) ^2
4J 4J
(0 O
"O W
trt w
01 0)
43 -H
CU 3
4-J »
E §
0 Q
!
•iH 0)
Q£ CD
0)
01 _)
On
w
C 4J
• ffl
0) O H
CO O
J 0) >
C 4-1 0>
•H CO
cd O a)
3 CO IH 0)
O QJ M ^J
^»* 1+4 ^ (J
43 cd ^ M
4J 4-» C -i-(
•H 3 43 to
E 43 O 0)
IH
H

cd
in


>•< O £"*. o
a ON a o
a i a i
CO • wl •
IH M
0) CU 0) 0)
* * « ^
3 —i 3 -H
«— ^ i— 1
y cd u to
•H 43 -H J3
-H CO M CO
43 43
3 Bj 3 n3
(^ a (LI a
<: <

i ) . j
l-H M
>-i co
0) 4-1
O 4-1 -rH
4-> tO
3 0
E i *

OJ ed ,M
IH |u 0)
4-1 w cd
•> en IH
td o) 4J
l-i -H CO
^ a
w cd 3
4-1
0) 3 co
-H 43 0)

> 4-1 E
M
^ co in
0) 4J
iaj -H 4-1
C
§• "O -H
w c o
14-1 CU
0) 3 > O M
0) *Q iH 4-1 CU
IH Ct} OS 4->
O CU 0) cfl
w) c co *o
C CO ft 4-1 «0
iH 4J ^H C CU
a cd
to fa

A U
m in


O
i
m
»

0)

r~4
P— 4
cd
43
CO
a
<

M
M
0)
cd
4-1

•H

0)
4-1
cd


cd
i-i

CO
cO
0)
O
0
l-l

o
43
CO
to
0)
'E
0)
E IH
O 0>
l-i 4J
^4
> CD
•rH *"^
Cd
CO
C f<
•rl
•— 1 Q
CO


•u
m



ao>
a i
tn .
IH
0) cy
cd

i-H
u cd
•H f.
43
3 DC
CM a

M
M
M
CO
4-1
•H

O
4-1

S
CO
OJ

4-1

3

0)
"to
4-J
C
N
0)
4-1
S
3
CO
u
<0
cd
CO
•H
>
4-1
«— 1
<
0
Vl *
!_,
^» Q)
0) 4J
0) <0



CU 43
0)


0)
in


>>O
D.ON
a i
to .
1^
0) 0)
cd

i-H
y to
•H 43
43
3 33
OH a


M
M
l-i
0)
J_)
cd T3
3 C
cd

cd ^
IH 01
CU

- [J CO
"E >. o)
O C 4-1

T) 4J 3
m cd
•o cu
6 C 4=
*W • -H
E 
to cd 43
JM ^\
M 4-1 O
CO CO 4-1
4-1 a
3 3 E
•H 01 0)
4-1 •— 1 4-1
•rH CO
-,
> cd c
T"! O
a: o 4->
4-1 CO

0) Of CO

O 4-1 4J
C iH)
00 -H ij
•H


MH
in


O
a.
i
*
iQ

cu
43
— I
CO
43
CO
33
a


.
M



E '
cd T3
0! CO
IH 0)
4J 43

a M
3 -H
CU
co 43
0) 4J
i-H
. y^
E 4-1
IA g
CO
6 0)
O t-i
IH 4-1
14-1 CO
a
» 3
cu
•H CD
4-1 4-1
IH l-i
4-1 QJ
4-1
CO tO
•r-l
3
•o to
C i-t
CO
IH ~
CU T3
> l-l
•H O
o: (4-1

IH 01 *
0) M 10
4-1 E dl
O O 4J
>H cd
00 M-l 3
•H
0

00
m


                                                59

-------
4J
C
o
u
OS
w
w


1
OS


CO
TJ
M
cd
•g
a)
4->
CO
cd
•r4
y
0>
o.
en
CO
CO
4
*-*
u















o
•rt
4-1
o.
v-l
I-l
y
ca
0)
o
c
o
•H
4-1
y
0)
co










c
o
•H
4J
o
o
•
CT>
1
m
•
<£)
i
—i
cd
4=
<0

a
FQ
>
M




01
4
c
3
o
4= •
4-1 Ol
•H J^
C/> 4->
M-l -H
0
I-l
W Ol
M 4-1
a) cd
4J 3
cd
3 3
TJ cd
cd i-i ••
Ol O
. 4= M
=* c
Ol O
43 CO -H
4-> - 4-1
B u
E 01 4)
O M CO
M «
M-t CO C
•H
l-i 0
0) 44 ca
> I-l
•HBO)
oi cd 4J
oi cd
Q) l-i 3
.*: 4-i
O CO 4-1
c a 3
cd 3 O
o u
OS H


vO

0 0
» •
O> CP

m m
• *
\O vO
41 0)
43 43
1— 1 — '
cd id
4= 4=
to co

X X
a a
<
pa M
M
> M
CO
•o ^
C 00
cd id
•H
-H ys
^•4
O
CO JJ
4>
4J E
g <§
kJ
• 0)
43 Ol M
.U ,M — i
•H 
n to
C -H 41 •
O 41 T>
i-t U J 41
4J 4) 4-1
y 4J g ed
C a) o c
3 3 1- M
«-l 14-1 -H
3 to
to a) i-i oi
4-» i-i a> T3
•H >
rf -H Ol
E =*= PS w
O i-t ••
tj 03 O) 3 «d
u-i - .y ^i \o
S o oi
U 01 C 4= C
0) -^ CO 4J O
> cd o o -H
i4 CO oS 4J
oS co y
O 0) to 0)
0) 4) 4J 42 0) CO
Ji .M 4-> M
<0 O a> c C
H C -H M-i 3 1-1
id vr o
TJ O • <0
C OS 01 l-i ki
d Ol iH 41
•H O 4-1
4J |j > al
3 9) 1- »
p>l 4-10)
3 CO 4J
43 01 3
•H OS O
b I-i
H H


v2

O >>O PsO O
• M • P-l • •
cri o. 0s O. CTI 
i a • a i i
m 3 m 3 in ui
co • to • •
\O vO vO MD
M M
41 4> Ol 01 4) 0)
43 4J jO 4-> 43 43
K) Cd
— i 3 ,-« SB -J P-I

> M M M
)-.
Ol Ol
4J 4-> in
3 cd
0 3 •»-> 0
OS X C 4J
0 -H
O Cd O M
4J M a -r-t
PQ O
§cfl >
4) h
4) 45 O 01
t-i 4J JJ U O>
4-> i-l 41
0) 43 41 O Oi
a 4J • x >
3 -H CO 03 M cd
3 >•< 4-1 41 l-i
— i . oi C ca do
— i r* a> 4J -H oi ed
•H M U Cd 06 -H
3S 0) C' 3 ki 2
— i 9> -O 4) E
in 1-1 3 «0 4J (0 g
g _i (D cB O O
4> 14-1 4= 3 !->
C 00 C t-i <4-l
O • O M 3 41
O f"> U 4J  l-i
(O ft L> cd 01
>> CO 01 >
E<-I4->O<0 CQ -HO)
O 01 i-l 4-1 ' OS ^
1-14-1 4J TJ «d ••
"4-1 (d E E C C O14J-O
B 0 «J 3 CO .* C vO
4«S -H l-i 4) O O tH
01X*4-ll-i2: ^ C C
Ol O 4-1 -H Cd l-i O
(j (-1 ,* (0 ?-, O O 0) -H
u a oi a.ji > os 4-> 44
O. 01 3 U l-i cd U
• •oicdi-i o oi 01301
a)a>«-'Ui-i0s*e«oS a) C
H W)v£> O) 1-1 O 41 m (j iH
oooo oi as M M 4* O
TJcd M u-( 4J at M to
C £ O COO) M =*t M
 p- i- - a)
3 -H w dC ed B 3s
(Xi OS 0» C 4J 0>
•H *H 3 r-( 4J
QO-H — i ja cd a
00 0 — -H CO O
•H cd Vi M
&4 P^ H H


ja y TJ
M? \O *D

0 >.O O >.O
• p4 • * t— 1 *
er> cxc^ CT< o. tj^
1 Q. 1 1 Q. 1
m 3 m m 3 m
. CO • • CO •
\D ^C \O NO
W >-i
ij) 0) 41 0) 0) 4J
43 4-1 43 43 4-> X>
Cd CO
_, ^ _J _J 5 ^H
3 sis sji
(0 M CO M p-4 CH
43 43
•s 3 w ad 3 z
o, CM a a &4 Q.
< < <
pa
> > >
> H M M
•a ^
01 0) 4)
42 10 4J 4-1
4J oi eg ii cd
M C V 3
o m -H oo 4J
4-1 M s 1-1 cd 3
— i 01 • 3 cd
n m 4) co M
 ft co cd
4-1 as w o i-i3-~< o >j ai co
•H 4) • 1-1 M
3 ui-ico caoicdS
C •-- 4) M 42 W O
C 4) t-i eu 4J M
O 3 O H M E <4-<
-rH ^ CM CO COO
4J m CN 4J 3 4J ^l E
y c 3 <4-i 3
C O T> 43 - 4) 41
3 O C T-I CO.MCOM
•i-l • Cdl-i 4)
Ol W 4J -H 4-1 -H CO
1 Cd-r*Cd3
Tl i-4 4-> 4-> 4->
B co -H 3 l-i 3 w
E ^ O dJ 43CU430I
O4->lri4->TJ ^-(4Ji-IM
u. c IM a c u « i- -H

l-i4->O -H >-l -H 4J •• ^ M U > C QJUO J2M tlMTJ-H ^J IMM4-IO) C * C O oj 41 TD O> 1- tfl «) ct) CX H TJ 0> J* O 01 M C0BQCC0S M- I- a) •a — i -H o) B o) CO H OI>>0)>O Oj >B-H-l.rl44 O co OS cd OS • 4J CJOICO4I41 3 M Ol 4) Ji! ^ tt, C 4-i 4«! E r^! «J efl •H 00 O O O 4J 4J > Q. C M C C C M 3 Cd M-l <0 iH *rl « O 0 u os os a> cd vD r- r- 60


-------
C
o
u
on.
H
Of
1
S
0)

l-l
•o
c

a
en
to
0}
U
















C
O
1-1

a
•H

U
CD
0!
Q

o

4J
U
0)
en














c
o
4J
U
0)
^4 •
ao>
a i
a m
v£>
M
0] 0)
^ u^
oi
3 -H
u «J

,-t U)
XI
a cc
CM a















>>
>-l
a
a
3

l-i
(!)
4J
sd
IS
w
•H
•-I
x>
3
fe
o
•
o>

"^
vO

Q)
Xi

^
03
x:
in

a:
a













































M
> >
4)
rrl
«j
c
•H

^i
0)
4-1
Crt
3

3

}-4

<__4
"tfe:

tn
—
6
OJ

cd
C/3

E
0
dj *W
1***

C M
o a)
•H >
4-1 1-1

Q} ••
ert cu a)
C 0} O
-H H C
BJ -O O
t>4 C QC*

OJ


01
4J
C
0


0)
x;

o
4-1










































•^
^
x:
4J
3
d>
O
c
(1)
a

4*4
c
0
u

O]
4J
*f-i

6
O
t*4
IH

Vi
V
>

&4

0)
o
c

4_)
ft

O
4-1

^1
0)

•H
«/

H

O
4J

J-i
0)
J>
*H
tfl

QJ
V]
0
c
<0
o
oc

4-> a
4-1
C
tH
H




z




















                                                          61

-------

-------
Uater Quality Standards Summary




           Section 6F




       Chowan River Basin

-------

-------
I1
6.
        63

-------
<
to
\o

-------

-------
66

-------
pa

oi
U
tj

t3
I-i
CO
•v
C
cd
4-)
C/3
^
CO
U
4)
a
t/>
CO
to
at
u














C
o
•H
ij
a
•H
M
U
CO
at
0
•H
1 *
W
01















c
o
•H
u
4)
Cfl
















<
l-l




•—I
41 cd
x: -a
^j ,,j
4-1
H 0
•o
« c
4) 0)
•H
l-i 0)
4-1 4-1
3
XI 0
•H 4-1
Ij
T*
4-1 4)
C
i-l -H
 u
1-4
a: x:
4J
a> o
« *
3 «
_,Vj *H
u c



«— 1

























(Q
0) 0)
•-I 1-1
•H l-l
e -. c
CO
01
4-1 l-l
to cu
4-J >
CO l-l
a£
-H. >»
4) CO
4J 3
to
4J
*r< 4-J
X O
o z
M
D.
 **<




























*O
C
0)

x:
4-1
O
4-1

0)
c
•H
f— «
0)
4-1
«d
ca

«
C
•H
O
cd
u

4-1
O
Z
qj
•H
c
•H
00
•H

4)
_f^
4jJ

o
il























M
M


1
3
-< Xi
cd 1-1

•H 4->
4J
00
44 G
r~ o -H
vO 3
T3 O
4) C -1
4J 4) <*-!
3 i
O 0) CU
4-> 1-4
4) m
4-1 S
cd o i-i
co CM cu
f*.
?-, 00 4-1
rH |H
a) cu -a
4J > C
§1-1 CO
PC
1-1 ca
X >, Wi
o to oi
i . ^ II
r- i^ *-•
a o at
CX4J 3
o ?d
4J Z 0)
at x:
•a
CA C U
w. 
x:


CM



a.
a.
3
CO

(H
CU
4-1
cd
3
u
—I

3
3
04

M
(-1




O
4-1

*»
CO -H
• - C
4) — i 60
4-1 O P
Cd *4H* iH
C M >
00 0
•HZ -
CO 0)
OJ 6 4-1
•O 0 4->
IH 01
0) <4-l T3
CO M
•H (0 3
3 cu to
M i-l
0) l-l M
4J *J 4)
O 3 C
X)
to 1-1 cu
W l-l ^
4) 4J cd
^^ ^J
c en c
3 4J -H
•H
crTi: o!
•H C3 4-1
c at cd
•H 3
oo n
M CU 3
> ^ S
fyf
c* ^
i4 IH |H
CU Cd
CO 4-> i-l
a) co -H
w. J "x
cd U 3
m


CM
























IH
a> cu
T3 4-1
3 ed
*~* 5
a 3
•H Cfl
O
4-> 4)
x;
" 4J
cu
^ 0)
4-J O
C Xi
•H tfl

01 0>
4-1 -H
CO -H
3 E
3 >A
cd
M 4-J
0) i-l
x: o
_^i n

0) CO
o o
cd
a
(Q S
cu co
~H J
•g W
IT) 00
3
4J cd •
C 3 li
•HO,*:
O. IH 4J
0 C
Cd {J -r^






















pa
M
l-l


O
vO
^>

0)
4-1
0
3
O

4)
X)
41
•H
€

C
O

4J
C
•H
O
a
CO

O
14-1
x: •
U CO
C M
co cu
M 4-1
03 td
tJ T3
Cirt
"0
O 01
04 x:

<0 CO
C 4J
—I
H O
CO
SB


XI
CM



t-H
a
a
3
C/3

^
41
4J
CO
3
a
^_,
XI
3
0.

M
l-l

p-^
t_i
CO iO
•H
-H 4J
•H C
X *rH
3 2
cd Cx
U) CO
^ o
•H 4-1
o
0 i-l
•z. c.
•H
S 00
O IH
<*-! >

U) «
4) T3
•H C
I-. Cd
cd -i
4-1 4J
l^
•H O
4-1
IH
ca  -H
i-l ki
Di 4)
4J
^ aj
2 3
O 3
4J CO
O
Z


o
CN


















pa


4)
4-1
 O. D.
Q. Q. D, CX
3333
W CA CA M

IH IH |H W
01 CU 4) 0)
4-1 4J 4-1 4-1
tfl co to id
3333
U 0 U 
3333




«'
^ cu
(H 3 CO IH IH J3
CO • Cfl 4-1 41 0) 4-1
0) Oi IH C 4-1 4J
C ^ -H cd CO S •
cd w 3 3 o to
0) 4-1 - IH IH |H
^ C 4-1 0) 3 3 M-ICU
Cfl -H 4-» 4J CO Cfl 4-1
4-1 CU B) M M cd cfl
C 4) ^ 3 -H 3
•H X! O CO CO C T3
4J iH 3 - - 1-1 Cfl
IH 04 CO 01 CO 60 4)
01 01 M 3 -H IH .£
4-i > a cu M 1-1
CdOEcUM 0 >IO
3 xi co x: u 4-> 4J
Cfl O 4-1 U C iH
3 B 1-1 -H
td CO g 41 O > O
IH 0) O > IH W 4J
*-H v-i o m • 6 cu
COH — < CO tfl CD XI dl
> C Cfl -H 4J O. -H iH4J
q -H 4j g a 3 IH •Nco
aj O 3 X> cO oo 4-i 4-1
•H IH 01 3 CU CO
C 4-J C -H -H td -H C
X!O i-»o>6lH3 i-»
O4JCOO4-I 4J "O "D --•
« -H (o qj «j IH
Bed co T3 4-1 4-1 jn aj
OI-I-D CC-H MU
lHCCOCOf4 |H(U
14-1 TH cd 4J OT>-H>X:
oo j^ a c 
CD -H 0) 4i 01 CO 4J O
•H -H 4-1 U O <0) O -H 1
ai •• ai c 4-icU4-iiHcO
4-1 i-l O IH IH i-l
>, 4-1 X 4-1 QJ U 41 CO C

O>HO4j2S1n4JS^'
4->c04-)cflc{ICCUC i-l
o o cd o x:
Z Z _l 2 H


0) MH! (K) f
CM CM CM IN CO



-H
a
a
3
CO

IH
4)
4-1
CO
3
u
•-H
Xi
3
PM



»-»•
D.
3
ca

IH
01
4~*
1
CO
CO
1-1
IH
!

g
0
CW

01
4) g
•H Cfl
IH 4)
cfl M
4-1 4-1
3 OJ
xi a
t-i 3
4J CO
4)
CO I-H)
4-1 i-l
•H S

T3 10
C
CO 4-1
C
0) O
>fl
L4<
•H
Oi CO

c o
•H 4-1
IH
M e
01 a)
f-H) «M
*Lrf W
3)


c^



                                                  67

-------
4-1
B
O
U
03
M
Oi
u
CO
•o
M
c3
TJ
B
B)
4J
en
,_*
u


cu
s

o
f^



















































«
0
l-l
4J
10
a
3

co
cu
,— 1
•H
B

if)

C
•H
O
a.








i— i
a.
a.
3
en

i-i
cu
i
u
_,
i^
3
CU
l-l
l-l


§
cu
^
4J
CO
a.
3

cu

ml
4J
C
^H

)«l
0)
4-»
qj
u

3-
«


(0
«»
0)
00
•o
•H
l-l
x>
B
a>
Q
h
U-l

V
CD
cu
CJ

^J^
o


Jj
a)

fe

•O
CO






















































10

cu
4-1
cd
3
•a
1


10
fl

o
4->








_<
a
a
3
en

^
0)
XJ
u
i— i
.a
3
Oi
i-i
M



3

M

CO
—
,-^
,—4
•H
OB

j7
4-1
3
O




^i
1^4

CO
CU
•H
M

B
•H
s.
40

o
4-1

CU

«
4-1
c
•H

CU
4J
Q)
U




















l-l
1-4



OJ

4J



1-
4-

g
c(
a
i-
4J
(1C
P
^
c
•c

1C

-------
 Quality Standards Summary




      Section 6G




Shenandoah River liasin

-------

-------
t-,
t
                                 69

-------
           o
70

-------

-------

-------
x7
                        mC T $
                        <££  a
                         -  «/>!|35
                              iza"
                        *.•= —— P - z
                                 <
      «f-*
      »^fl
      = a
                                                     01

-------





























z
l-l
<
PQ

oi
>
M
Oi

5
s
Z
<£
w
EC
co
































(0
tJ
^1
gj
•o
c
id
CO
,_,
id
•H
U
0)
a
CO
CO
ia
03
u


















c
o
•H
4J
CL
•rt
M
O
(O
Q)
a

c
o
1-1
4-1
U

X)

1—4

I~-
4-1 4-1
C 3
3 O
O P
O
01 4J
^6
M 01
.2 -H
C 0)
•H 4J
in 4-i
Ol 10
•H
^ cd
Qj *H
4J C
3 1-1
x> bo
•H l-i
H "H
U >
cn 4-}
4-1 00
•H 0)
^
73 1
C BJ
Q) *H
C

^ M
i-l i-l
(* >
x: o)
(rt ^2
o tS
73
C B
SO
M
x:



f"4

••••••^^•IIM
^4
a
a.
a
p^tnfssin i^ O 3t sD vD
l-i l-i
Q) Q) Q} CD Q) UQ) CO CftE
00 10 3 4J Ol 4J 0)
•HOJ'-sS O t-C U
l-l Q) 0) XI Oltt] &4->
xi n TJ 3 q) x: oio
•HiHttJ *4JX^ t-id
r- M) to i-i co S tj 4-1 M-i3
C 0) 'C O l-i
o> w 4J o) — i ca z o 09-
4-> « X! -H Z 0) IH
3 14-1 03 4-1 Bi>>OI -HO)
o o  (-<>
1^ ^--B r~-n)4Jx:  4J DS
E D. ^ I-, E 12 E 3
OI-IOIM-I OOOM-I xi x:
k-iO> M O l-i O i-lcd
M-IU-HOI4-I M-l MO
\ — i • CO D Ul O C
0) £ J"i O* 10 0} "5 Q) C W 4
i-l)-ia3CXI-ii-lO-HCd-iH* ^ ,£< cd Q) ^* ^o ^ ^ o
4-1 ico * j= u ^ w ^ ^ *;
10 B 0) H) CO QO £> CO 4-1 aj *H X!
4->H O T3 l-i
P -• M u c x: o
C^^B M QXiCx:
(U (fl crt ^j Q) Q] ^^ QJ ^^ C
^ (y 4J QJ ^ ^ i^ C U 4) JJ
•H — i 3PQ4J-H D i-l (OXIXiU
oe IH ^3 inp;.-jo£:a.4-ito-H
B *H to 0« E 3
XI MflJSXlDXIOM-J,^
Sr-- 4-> (0 MI as u o i-. oi
w o> o -a o o u
73 4J 73 (y j^ 73 >rl 73 V< CO PM C
CCCU^flJCMCCi) ^ 0)
Si-i6i-i4Jciixiie3i-ix:3
ocaaicc c o o 4J — i
x: c x: x: o
co s co in en


<0 Xi u 73
~H ^ _< i— I CM























 o> -H
O u
o  n)

c 
i
m
w
vO

01
XI

**^
ca
XI
CO

X
a


cfl
>


, .
C vD
S CN
O vD
4-1
c a>
1^
M O
ca vi

m O
> U
O
Xi 00
cd CM
vO
CM
rO Q)
\O 4-|
01 o
3
0 E
l-i O
M
0 M-l
4-1
^
x: a>
4J 0)
3 l-i
O U
B

O *p4
!-• X<
M-l W

C 3
3 crt
•* od SC
0)
cd « ^
H C 4J
O 4-1
"O O i-l
g r*% . T

0» C ^ -H
— i 3 M
1-1 oi mo
E 73 4J
Ml C
LO *pt ^ '^O
•CO 0 CM
\D -O \O

§4J J«! 4)
•H M 4J
0> 1? «9 3
l-i OLI O
4-1 01 M
WO ~*
o, c  |_, -,
U -H M-l ,-1
-H ^
P-l 6 C iH
O 3 • JO
S l-i Otf CO CO

v-i ui 4) 3
M-I e • - u «j
30) X! 
l-l
no cu
•H O
l-i 4-1
a.
CO C
»3.
4J
T4 XI
CU 3
0
O
4J B
0
x: i-i
4-> M-l
0 C
S 3

a
O 60
)-> C
• M^ ^
ca M
M c a
01 3 CO
4-1 Bti

3 1-1
u eu

































1

•rl
o


m


01
3
O
M
a
1*
M-l

s/
(S)
01
M
U

73
0)
At
K

x:
c

03









^PPHBB*

74

-------
 o
 u
2
i-i
CO

ca

a:

g
M
a:
8
I?

CO
TJ

1
4-1
CO
*«4
•H
U
0)
a
CO
CO
CO
cd


















c
0
•H
4J
a
•H
i^
o
CO
&

C
0
•H
4-1
U
0)
to
















o
1-1
4-1
u
M J


















•
co
l^
O)
4J
{_•
1
cd
CU
x:
CO
•H

0
4J

X
I-l

*o
c
3
O
.0

_x
}M
PM

01
XI
4-1
B
O
M
4-1

C
3
oi
N
4J
•-^
£











X m x m xu~i x m in
"Q. o\ "a. ej> lx o^ Q. os o^
a i a i a i a i i
am am 3 fi 3 m m
CO • tO -CO • M « •
0)0)0)0)0)0)0)0)0]
4->X>4JX>4->X>4->X>X>
5-H^^^-l^-l-l
o'3o'3o'3o'3'cci
*H ,C "H p£ *H ,£* *H ,£ ^CI
^H U) ^H (A i— * U »— i (A t/>
Xt X) X> XI
3 X 3 X 3X 3XX
o-i a cu cxcu a cxi a a
< < < oa <


i
M 00
M 3 ' <0 ^ ft
t o 0)  M en
•o 4J 4-> M oi o M-< o oi
cd « -H u ei tu T3
cu  3 o 4-i M -H cd 1-1 o)
cu C cd l-i O • td 3 ~-i
XI i^ M *H B 4-1 M * C
C cd 3 ai to oi 3
COM to co 3 0) XI 4-i M U
4J 0) — 01 O M *H cd 0) C **
•H4J X -H H 4-1 M 3 > CJ Cfl
cd cd M 10 4-> -rl 3 M
03 i-i  M XI C cd
rHCd XI CO TH 4-1 O 3
~H M E -H BO> wacj-o
co i-i 4-> i-ii-icxicouicu
cu — M-i 4-i B cd cd 4-* xi
4-1 -H Cfl O t) ft
3 cd cfl 4j • M *n l-i *O C M
OX CU >HEOCU U C CO B -H
MO 1-1 M > 4-1 > cfl OCU
Q^ M "O 01 *M C *fH C X< M X!
G Cd C 4-} 0^ i-l O£ CU 1 1 n | 4 1
O4-I 4-1 Cfl Cd 0 XI M
M C 3 S XI CXXI CO O 10 O
4-4 O XI -2c! "O cd cd 55 0) 4J
M -H 01 cfl O cfl O 4-1 1-1
Cb M 0> 01 TD tJOCUMM
3 4-1 • M XI C O C xlcctCU
Oi E cou cO -u cfl C 4J 4-1 >
O COM MC C3 3i-t
COM 4JO)>-^4-ICUCJCUO XI XI f*^
CO U-^ i-l 4-^ *-^ *H XI rM X> E~* 4-1 *H
cd edi-l WedW iHMX!
Cu ^ T3 3 XI O 4-1 0) 3 4J 03
0) • cfl fl i V-i T-I M 4J OJ U5 T3
M en cu3OI C
X 4J pi CO 4J XI 4-* XI O 3 *O CU
a| xilai-H3 3afd4H cdlo
cd M cd O O
X C) W CO Cfl

cd X> U T3
OJ CN (N CM CO
	 • 	














































• •
CO
c
o
•H
4-1
o
cu
Cfl
c
•H

0)
4J
• «d
•a 3
01
4_l i_l
cd 3
c o
M
H




in
a^
1
m
*
X)
_,
r~4
0)

CO

X
a






M
01

-H
1
O
0
Cfl
0)
XI
4-1
J.
4-1
•I-l
3

CU
u
c
OJ
3
r-H
14-|
C
o
u

{0
4J
•H
B
0

4-1

C
3
oi
CO
C
»• r^
g£
3
4-1
cd
52






^^M^nw










































•
CO
M
CU

cd
*U
cd
cu
XI

CO
4J
•I-l
o













in x  >


CO
_
CU 4-1
x; u
4-1 1-1
M
O CO
<0 Q
^4
CU X
4-1 M
cd cd
3 4J
•H
-i C
cd co
^_ y
M
o 
O -r-i •
XI c£ CO
co M
 3 Co
cd 03
3 CO T3
0) BO>
> ox:
O M
xi m M
cd "H
J4 Q)
B  x;
Cd 01 4-1
T3 M
LJ O
0) 4-1
x;  -0 C 4->
•H C 3 cfl
01 3 as 3
0
x: a co 3
3 i-l ^ M
o o

cd xi
CO CO
M— ^— ^^^-^^•^













































• •
Xi

c
o
•H
4-1
u
cu
co
G


co
a)
4-1

^

4-1
3
o
H




„,.
CT> a
i a
m a
•>£>
M
CU CU
XI 4-1
-< £
f-H
cd a
x; -H
CO ^-1
X)
X 3


i-l





0


3
co
0)
a

I*?
4-1
•H
5

(1)
U
C
Q)
3

^M
c
o
u
CO
4-1
•H

B
2
4-1

C
3
ai.

X
•o
cu
c
.. c
^H 0)
Cd b^
M
3
4-1
cd








xm
o* cr>
a i
3 in
CO •
0) 01
4-J X)
cd ^
y "3
•H x;
— I CO
Xi
a x
CM a

>



0)

cd o
4-1 •
C f. 0)
3 CU
M O 4-1
CU CO Cfl
4J 3
cd cu *o
3 r-4 Cd
•H a)
3 B XI
cd
M ,-)f Cfl
4-1
CO ~H
^ 0) O
O 4-1 4-1
cd cd
*— | B "
CQ IH O

" O **O
< M
a cu
• a 4J
tti  Q
M i-l
a M u
4J 4-1
CO M
4J cd 



01
XI
4-1
01
XI CO
•H 3
3 M
0)
4J XI
0 4J
C 0
CU
3 CO
-^ CO
4-1 01
C *->
O C
U 3

0> •
XI «
4-1 M
0)
6 •"->
o 
> -H
i-l OS
pS.
JS
01 4-1
— t M
•a o
•a z
•H


»^
^^-^^^^

























































•
•a
0)
4-1
cd
c
00
•H
SO
0)
•a




— -— ••
                                                                  75

-------
 o
 u
s

I
tH
Pi


1

13
m
T3
C
j
en
»— i
.H
U
01
ft
CO

m
H
1— «
o









Section Description
c
o
•H
y
01
V)
"•> >A in ,-1 in in mm
*• * ft • • , .
. ^* ^s m ft cj\ £»>, QS. ^ 0\ Q^
« i i ' 3 1-1 i-l
•"'' ' "^ cnifti ft . j
3 in in m m M in 3 m 3" in in
.ft ft ~ ' 0) • W • CO . .
^ \O sO \o v£, 4J vO vo MD vO
2 % £ S S D? 0> « 0) V 0> 0>
4-j 43 43 43 43 42 4J 43 4-4343
» ^ - ^ - -H.HS ,* 5 ^ -
*^ ^^ K"< ^^ __l . *^ ^_~] ^* ^^ p^
•Hxil 5 5 /3COOCO o"*1*
i-^ o) w m Bfl fir *^ *^
•§K« « * ^«3«»:5»B1
^•CfC EC ffi * ECl 3 EC 3;Err:
«^ftft ft ft .Dftpuftciiftft
>;>> M 5s* >w
H H >
c 6 n J*
•H jj IQ o a ^ aj
y 14-1 w 4J o) in
*J" m Cfl C04JQ CO
* *- r^OS CO 4J4S S(B4J4J
4JB1 0)u-i4j.^o SC Q
go- 4-ip>j^ q sS^-H «
33 § «rt o'O(° eo&OCUO
Sis « s "S^« »?c5i« 1
£.H> 2 oo4JOix -aaoj Z
• • * "S o^ sls.S ^sl1^2!: *
Cft4=4-i 4->CB OltO H J3030JO) l-i
°3^™ « 4J(J)>.« C-OSM.** 5
CtOOM 2 3 O^PX S^-oSSS to
2 ^ OT » ^ ° * to" -HOTCC8C-0 S
2 "Ij fll 2 ^^ *J 4= -rl ^OlCOSl^Cfl *
M B x -S ^4= Z *Z * S vl M a w 5 S
einuoi * -H ^'2*S =Ce>££(B M
pxw f-? oiq Sin-r-(coS «
^s-51 a c s s s s §«*-"*•"
« 'ri a H o c r~- « i-i ^p>>nso r7
si.0,^ su s „ ^ •s . -g s 2 s 2 |E-
^«CO ^^ C^'SS .Hao,§«§ §1
* _ S! 03 coo >-i «j -d S - a: nu
tiR^S tt!"-i OBJUM £830060.. -H4J
5 C S iX g « ° SW-H sS^^Sa^0 MBI
•HMlCi-l O 4J. g Q4J . 434Jc',44iUir' ena*
t-icocq t-i -H en o u-iH e on -Hti-Hcacoe as
^^030 «« p » £ ^_ o^ h « H * 5 S o *»
»ft».« 4= 15 ^.^§.^2 w S 2 S 5 -o 2 §^i
4JC04JWU y nv, ttwi-iMco eo mS bCeo S^H
•H -Ht-i oi ««c u-ift a> t-i o y-i t-i >. S 4-1 S o>pt, COM-D -HMj«iflico en
•o«g4j j«:h«iK -H4J cancel -onj ss nm
U C O >, oi nj 01 3 to co D •o-r<4-iea(8ci S
f°'2lij>-'-|E-'i-i>a) afcrtsax c^coigot-H >4J
ssts a-g^SBi'Slj-gl?",, ;*"SSij.^s5
^^ r^ w r** [-4 w EQ C0 +J Q) TJ w 4) Q) ^ (U tj -j. -* L| £ KJ m tj ffl A
.^SJ* S"l!vo£"*3ii-c3.2-egM'g ^"S^ug-S^0-
BjeO-HtO C04J« O 4J.J tnna 33 J -HCJWOICBiQ
«• . " 3 * £ 5 M^ig^^^S3!
^"•So^ 55^80*^^
1" 8W 2 5 S-=^^Bg
5S JE H W 52 0 H



2 . 10 43 O
•« «" m in m

in

CTt
1
1
IA in

vO vO
4) V
XI 45

f""* (""•*
r-l i-l
CO CO
f. f
CO «
SC X
ft ft
> M
I-l >
•
01 M
^ 0)
(0 4J
c §
a
^ «
« ^
S 09
S
00
? (H
CO 3
K ^S
Dry River from 5 miles above Harrisonburg 's
to its headwaters.
Trout Waters in Section 5d:
Natural:
Dry River from 5 miles above Harrison
intake to its headwaters.



•o
lA

                                                   76

-------
 O

 U
PQ



>
M
o:


5

8
w
ac
to


•o
M
CO
•a
c
cd
w
-.^
CJ
0)
a
Wl
CO
u



















c
o
•H
4J
a

^
01
11
O

C
o
•H
4-1
U
0)






















c
o
-H
4J
O
0)
—Jfi —

















01
^
•H
a:

^
^j
Q

x:
4-1
1-t
3

o>
u
c
01
3

M-4
c
o
u

4-1
•H

6
0
M
C4-4

C
3
as

,^
4)

3
cd


M
•H
BO





























































»
CO
M
4!
4->

3






































^j
OJ
>

p£

^
ij
Q

f!
4->

~3

41
CJ
C
4)
3
i— i
(4-1
C
0
o
03
4-1
•H

1

CH

*•*
t-i
O


0)

o
E
•o
-H
^


















_
O,a>
a i
3 m
on °
\D
^
QJ 09
4J rQ
a)
^H
u a)
— 1 10
X)
3 DC
Cu a.
<
H











*
01
t-i
01
4J
cO
S
TJ

0)
<-;

en
4J
1-1
0
4J
•
 4-1
cd c
0) 3
x: td
4-1
to en
4J
•H E
O
O l-i
4J (14

M
Q)
^
1H
f^t

f.
4-1
)-l
0
z


0)


















































..
0)
m

C
o
•H
4-1
U
0)
M

C
i-t

CO
M
CD
4J

1
m
•
\D

01
^
^
cd
CO

3:
Q.
M
>












































• *
•— t
cd
I-
3
4J
cd
z





























c
•H
cd
p
T3

l-l
0)
4-1
cd
3

en
_
C
o
4_1
c

CO
4J
co

*4-l
0
>%
4-1
•H
0
0)
>
o

cd

^
0)
>
•H
Oi

J
4J
}-4
O
21


















O^
1
in
*
vO

0)
^
^^
to

yr1
Q.
>
M



CD
x:
4-1

J2
4-)
•H
3

41
U
C
01
3
,»t
14-1
C
o
u

to
4-1
••-I
E
0
l-i
*4-l
M
41
>
•H
££

x:
cd
0
•a
c

c
01
r".
to

V?
^i
O
b

rl
^J
t-i
0




vD



m
a>
i
m
•
**D

V
^
"«
CO

X
a
M

> x: 1-1
00 4-1 -rt
•H -H O
w O 3 >
0) 4-1 IM
T> U 01
O O d
QJ CM -H 41
CO 00 4-1 p£
iH U
3 01 C 00
k-l 4-1 3 t-i
(U 3 •- > 3
x: o xi

O 4J <0
jj *H P
W 4-) *J
W •HOC/)
a> 5 •*-•
rl 0
C C CN 4-1
3 O • «— '
•H en vD ,c
•> 4J 0) 4J
to cj *— * CD 3
^i C -H 4-1 O
cu 3 e 3 • E
cd """" in £ a) i
3 w • — i
T3 4-> CT> E -H ^
Cfl •!-! O E 4)
0) 1 k-l 0)
Of) ' CJ
CO ^O M )-i M ^
4-1 14-1 0) 0) 0)
•H C 4J > 1 Ml
o t-i id -H aj
O 'i-* 4) 3 Di 00 W
4-1 4-1 > "O •— I CO
cj >H cd i-i oo cd
(•4 0) ^ QJ 4) CW
4) C/5 r^ ^ 4)
> c cd 4-> a;

p^ iH 2 4J 0) O 4J
• • M iH O t-i 4-1
f. CO —1 0) ^ -H
cd V cd O c/) ,j
O 0) M
"O 4J 3
C • Cd 4-1
cfl T) 3 cfl
CO) Z
O1 4-1 4-1
S3
Q
|^
H








a\
i
m
«
vO

0)
^
Id
CO

nc
a
<

M 1
01 Ol
CO 4-1 O 1-1 CO
4-1 <0 X< 4) -^ 4J
• *H 3 C/5 ^ >H
co cd (U
(-1 O 3 0) E CO
4) 4J CO X! Of *H 4-1
4-» M 4-1 O — <

3 o) to x; c/> 01 o)
"O 01 •• 4-* CJ Oi
CTJ t-l v^ •,-< QJ *H P
41 u u 3 x; > u
x: o 4-1 M
>, 4J a) 01 a)
to c to cj .c. c/i QO
4-IOT3 C-4-1 •«)
-H4-I O 01W-H 4JOOCO
c/3 O 3l-i3 uiCco
O 3 »-i 0) 0) i-< cfl
4-icio u-i 4-1 J3<4-l4-l t4 tJ
«£J O •>-( Ccd *CM3
E4J E MO3O O
03 E4JUT3 OE
i-i o ^ O-H cd £4-1
<4-iE 01 l-i OiH 4)4->C
^ ^ C > l-i 4)C03
-^COIO ^«!-Hl4-IO UCiBi
-H34-14J-OOS 4J CJ3
Scricdc/l
3
CM






























































*
co
^1
0)
4-1
cd

*o
td

-------
 c
 o
 u
Z
I-I

58
CO
I-l
Oi

5
S

I

CO
tJ
M
1
CO

CO

14
CJ
o>
a
CO
0)


a i
3 m
CO •
sO
M

4-* X*
at
3 — i
u cd
-H 01
x>
3 r*"*
ft. Q.

-
h-l

a. m
3 • •
(?) Q,
00 3
M i
3 6
XI O «J
C CM T3
•H r-
SM
<1) -H
4-> O
S) 3 >
> 0 M
O pd 01
X) tO

4J Q£
m
00 C 00
\D O M
to 3
a) .a: .a
4-> O CO
3 cd cd
O •-) U
M 4->
4J CO
E C
030)
M • o x:
M-l 0> 5: 4-1 •••
<0 U) Cd
^ P^ E E M vO
o> at o o oi
CU cd M M 4-1 C
M M-l <4-l cfl O
O O 3 -H
4-1 44 .*: T3 4->
>. 0) 4) cd u
o aj M 
4-* o) O o) u
CO M M CO C
oo to —< e oo 1-1
•H «H Cd 01
CO S m o M
03 4-) 0)
Cd 4-1
CM B co
cd 3
—1 M 4-1
4J 4-1 3
4J 10 O
1-t M
-J H

cd
vO


^•i in ^ in
a. a> a, er>
o. i a i
3 m 3 m
CO • CO •
vD vO
M M
0) CD O) Q)
4-* X) 4-1 XI
cd cd
3 •-; 3 -]
u id u cd
«H **^ **"' *C
—(CO *-4 CO
,-P «£J
3 33 3 33


<

> t-i
S T3
rt cd
Q 60)
oi td x:
M x: eg
•H 4-1 M M
O 4J -H
> E B) 01
M o ax:
Ol M 3 4J
ca y-i
01 0) O
OS 0) 0) 4J
01 -H
00 iH -H 10
M M E Oi
3 cd 1-1
xi 4-) in M
to 3 cd
M -H C 3
4-> M -H XI
CO 4J O -H
B « 4J
0 4J CO
M i-l CO
14-1 O 4-»
•O 4J -r4
^£ C
o> co 01 -a
oi j* c
M M cd cd
CJ •0)4-' Q
OJ > C _* vO
0) M -H -H 0)
OO Ol OS 01 C
q] 4J MM O
a) at x: 01 u T4
« 3  4-> x: a>
C J CO 3 M
a! ji 4J -^ --. ai

4J o O> c ca «
s fa x: 1-1 i-i 3
CM u Oi
JB C 0 4J 4J
4J i-i 4J at 3
M 3 -" 3 0
O M
Z H

X>
\o


_
"0. ON *O. O> "O.ON "S. O\
a i a i a. i a i
3m 3m sin 3in
CO • CO • CO • CO •
MM MM
0)01 0)OI OIO) O)Q)
4-> Q AJ n j i XI 4.) .0
to cd id cd
3-M 3r^ 3-M 3-^
O cd u cfl cj cO u co
•HJ: i-ix: -» X> X) XI
3X 3X 3X 3 OC
CM cu CM o. CM a. CM ex,

 >
> > MM
0) 1 1 O 3
CJ T3 CO -^ cd
IH td td -^ M
> 0) M O
M x: *J z w
o> co-
co o a _y
4J S O) CJ
4-1 O V O
u> X M D 4J
O M <*-! W
M cd X? "O
O -O  M ~* to
4-1 td M 4-1 tW 01
a>  X) M
3-M X:M Ci-i -HOI
o 1-1 4-1 o a) M 4J
ME 3 (14 O 4-> at
O M 4-> 3 ••
BO ES a) co-OTJ
Mr- EM i-i^ -HO)
<4-4 o <4-i pg ni x: c
i M 4J -a o
^: <4-i ^ x: c c « 1-1
0)>> CD 03 -H cfl 4J 4-1
01 M C O> • O ft U
••Mid D M in -O M ^! 0)
4) U -O p^UMCO) tUQCO
jc c co to 4J o) 4J
cfl M 3 >, M 4J C CO M C
*^ 0) «—i cd cy co 3 ^** cd co
CU CO Pu O at C 4-> M
td M ^£ M o c a)
3 M 4-1 1-1 4J
4J 4J O in CO cd
3 « tH - M 3
CXi Z 00 • 0) 0)
x; M c — • 4J 4J
4J 3 3 4J cd 3
M X> OS 4-1 3 O
O i-t M
Z J H

CJ *O
^o ^o
•

>, m >> in
*o.ov "o, o>
a i a i
3 m 3 m
co • en »
M la
o) o) oi co
4-1 X> 4-> X>
cd at

u td y as
•H x: -H x:
f-i in -M v>

"3 X "§ K
CM Q. CM Q.


> M
1
•o
at
a)
M x:
0)
4-> ca
at 4-1
3 -H
3 0
cd 4J
M
0)
to ^
cd
u c
O i-l
CO M
"O Ol
1 s

§• 3
to cd
M M M
m oi
4-> ca
.* cd -
CO 3 4-1
co -a cu
M o! ^
CJ 0) M

c o
04J3
4-1 01
en a» Z
oi td g
4J C M
.. 4-1 -H <4-l
-H 1-1
Cd J X
M 0)
3 0) •
4-> M in
at u M
Z 0)
r; 4J
4J a)
•H 3
S
co

0)
vO
— — — — —

                                                                   78

-------
4-1
c
o
o
w
w

(0
T3
M

<0
•H
U
0)
a
CO
CO
tt>
. in
ao>
a. i
*~t if\
p "i
to •
vO
a> cu
4J JO
^S
U <4
•H ^C
^ 0)
J3
a PC
CD a











<
>
M
a)
a> x
^: J->
J->
S5
O -H
M 3
y-i
0)
Ifl U

4J
•H 0
JJ
•o
c e
frt n4
<3
i-.
u ra
> w
•H 0)
od o
0
.C l-i
frt rt t

-------

-------
r Quality Standards Summary




       Section 6H




Rappahannock silver Basin

-------

-------
c
•H
m
§
•S
                                    81

-------
I ^'
 £—*t*3 I
Lz~.//o-r* '
                      U*	
            ^M.-1^^
                                a
                                vO
                                        33
                                        >£>




                                        1
                                  82

-------
   i;.- "%
"*"'  VV "^ >
-------
CM
 I

«C

-------
              BURGESS  •

       AVAL ON •

H6.ATHSVILLE «
                           RAPPAHANNOCK RIVER   BASIN
                                           ACAU E.
                                        01  2 3 4 5
                                                          IO M1LC*
     DWG  6H-A-3
                                SEWAGE DISCHARGES  »— SAMPLING STATIONS
                                INDUSTRIAL, DISCHARGES*-- GAGING  STATIONS
                                   STREAM SECTION BOUNDARY 	
                                   See Standard Schedule for each Sec-tior?
                                                    PUBLIC
                                                                      $.!

-------
z
M

58
ca
>
M
oi
z
<
5!
w
IH
C
4J
*— 1
cd
u
CU
a
w cd
CD OQ
td
-H |-l
U M
 0
C Get
o o
i-l -HO
4^ 4*J 4»J
a M
•H o cn
P a. 4-1
u C
03 1-^ "H
4) o3 0
Q T) PL4
•H
C 4J M
O -*

4J jjiir! 2
O 4^ t3
fll I1"
W w
CO *O *H
C 3t
aj
*O
4) 5
^
•H >*
^j
^ 00
y c
C 4-1
11
cd o
Q. M

cd
£*
c
o
JJ -1
01
Vt {











I-t
l-l
l-l
o>
>

PS

^
u
o
c
c
cd

cd
a
a
cd
pi

cu
43


43

*H
3

CU
w
c
0)
3
i—4
• *W
00 C •
P O CO
3 U l-i
CO 4) 4J
^ 43 cd
y 4-1 3
•t-i "O
0) 0 0)
"O l-i 43
QJ U-l
fo **^ cd
Q) -O
4J 01 -H
u
00 CO 4->
•H -H
1- .* 0
to to 4J
o
DC


-i
OT^«*B^MM









ca
M
I-*
l-l

^i CO
cd co
lu 0)
00 -.
c c
•H 3
4J

4-1
6 C
O i-t
P O
M-l QLI

s^ T3
U —•
O 01
(3 *T*<
C U-J
cd *o
.2 c
cd cd
fl, T— 1
cx ca
a)
DM O
4-1
41
4** E
4J Cd
01
CM P
C 4-1
to
to a*
•H -a
M w QJ
tO 4J ^J
4-> n CQ
43 "3 M
•H QM *H
4J -1 CU
*— 1 ^
60 -H
CEO)
3 C -H
— i 3 P
(M 01
*O 43
CU C 4-1
 >
HI
CO T3 CO
4-1 -H — * ;>-, CO 0)
cdSOl C>, (84JC43
Ui-i 01 cdrt 3-HOOO
D0)«4-i U-O3 C 4J3
6043 "O- C •HGWOOCE
TJ4JCT3 0) aO4JU4J3
•HOcdOl 3 cflO-H cdO)
^ -^4J ^ pel 9) *-. 4J 43
pQcacQnJ ''-I 'l)043u*ic/)4J
CO C C OI434->4J>-I
4101SOO O 434J WQ n] r;
4J ^ O -H cj 4J P43 434J
cd • C PCD 43cu4-ioi4->>H
C3M-IOI CO 43 4J 43 -H 4J 3
P T) 4J 4J -H U 3 D 42
4)"^! -H -H34J O4J4)
4J(OCJO) 3 4141P-HU
— "POM O 01 — < O ^ 3 C
< 0) C IH 4-1 CUUbC 0)
4JC3 O C o>—io>3
--cdcdl-i CT> C 01 "4-1 3 r-i y — t
343H  c cn 3 ococa ^couta
C43 Cd 4-1 CPOPO UPO) <4-IP P
a: ofca 3 ooiuoiH  Ctucaoi
co ca o • U4J 4-> cn 4-1 4-> 0)01 P P cdcocdO) 4J tij P utd-Hcd
42 -H 42^- 41 C034J343 i-<3O 3 3
4-» 4JC E> 4JT3-H1t34J -O tB-OB-a
o 3 O-H -Hcd od Scda 4-icdo«d
E 4-J 4-1 PO: a) E ai 6 o ai o -H 41 p 41
O o • .. 4-1 E43O43O P43P 43>M43
Pg ai H 4J O >Oi •H43-HpCOO)-HO)COlWi-lqi-T^
(U 4-1 PcdlH •<-! I-i U DP41 > P
> a) cd?4J a; a; a>O4JO>o)PO-HoiCO4^o
•H Q. 4J "O CJ 4: >4-)>H4J-H4-IC_)4J(i;4J34Jy4J
ai 3 3cdcu-*C4-i -H Q ai 03 cfl oi cd
4^01101)0 ol P P 3CPC3 P43P
^ M -H43 ^ CO 43 41V)41>iT3-H4)cdTJC(l)C41
yp P ccdC4-> 42>>-<>cdcdcja>-c)cdo>a)>
O3 4Jcu-HHi-i-H 4Ji-i-H-H3aio-Hi-ia)tai-i4^i-i
C42- 43 433-'3{«:>PiC43Uai a 43 -I ai O ei
CCOT3M4-IMT3O — 4O 4) O O cd -H P
ttj j; ai c P c a; cdc/i o u Oi a: 3 0
ed -H cd 3 4-i 4J 3
a. 4i oc— i 4-133 cd
cd T3 -i-l <4-l C CU &
yZ OJ CO "H 4-1
P 01 0) O 3
01 Cu T) 0) PLI O
.C p p
fa H 	 . 	 —


l-> -d-
. 	 , 	 . 	 • 	
                                                          86

-------
4J
C
o
y
z
I—I
CO

CO

OS
§
CU

5!
Di
co
T3

CO
C
cd
4-1


"cd
y
o.
CO
CO
CO
cd
U


















c
o
•H
4J
Q.
•H
y
CO
01
O
c
o
•H
4J
y
cu
CO











c
o
•H
4J
y
cu
. iA —
















G
o
0)
C
•H

O


0)

4-1

r;
4-1
•p4
3

cu
y
rtj
3
C
O
y

CO
1-4

S
O
p
0)
•rl
0S

0)
CO
0









••••••••PA

















c
o
CO
C

X>
O


01

4J

e
4J
•H
3

0>
y
C
. cu
co 3
CU 4-1
4»* C
cd o
3 o
•o
cd 
Ullllnj
CN
CU
3
O
M
e
o
14
«4H
cu
i-i
CO
cu
f?
00
3









H^^H
















cu
co
O C
o; CU O
y 4-i
a) c c
»C <-U J^
4-J U3 O
— • £•
f* ^JLJ (/J C«|
4J C l-c
1-( Q  4J U
il « S t-i <»
3 CU 4J
e -o c > -H
o J (*t ^
U-l J2 C O
M C V<
£ CO O O M-l
0 4-1 Ji 4J
C. f . .^ •»
1-» fc"* •« ₯«
M O ^ O C
CQ 4J v j: cd
0 H *
a M fa a3
Cd ^ J^r 4J ^»
y 1-1 4-1 -H a>
eooi t-c 3 c
O O 1-1
x a cu









•.^^^•^













03
M
1^1
l-t
CU CU
C CO 4J
cd o c y
•a os 
cu
CU J= 0) XI O
y y 4J 4J
C« CO C iH
Q) 4J CU 3 S
3 -H 3 «d
14-1 o 4H y
C- 4 1 f2 ^7 4-1
• 0* O'CU'C
coycaaoyco3iocu
cucacuv£>cocu<4-ia)T3

3E J.J Jp 7030
edOeOOOaJcaojS
d) )-j (X) M ^* Q) 4-* OD "H
rc! IM ^ U«4 ..C *H ..£)
G Q
4J  C 3 *W
ViQMi"+OMp..;l-i
 C ^ C •> X^ 1^ ^
•H O *H ^Ci *H 'H AJ -H  O
4-1 4-1
c cy
cu t) cu
S 3 J^I
"O "^ CO
c y j->
3 CM C
O i-t -H
cx
£ O M
^ 4J QJ
4J
d) * (j
•.C EO S
-M a)
»r4 ^
0 Gfl M
4_)
co 3 U)
W pQ -
*J M I-i
«|4 JLJ «1
fU 4-* _J
«^-J gj gg
a> *H u
^£3 T-.)
*O 1^*
d) C *U
ij 0)
LJ Li
f"" M
4J >
-H S
4J J-
£ O
C/.1 O *
C ^H
fjj 5^ C
• ed U
ca a.

£ cd cj
~j A.
r>> W
X> CU >
H

^


r-^ pM
a a
a a
3 3
4
(fi4 {D
4-1
o cd
cu
CO • •H 00 3

• *H cu cd r^ M
CO M 1-1 4-1 •
CU (0 M 3 CO CU W
T-14-1 (0 X> CU 4-1 -
V* 3 4J *r^ iH 3 M
• CO X) 3 ^ M O CU
cd 3 kJ i-< 4-> CU
CU Xi 4J M co 3 CD O«
4J M CO i-l -H CO 3
CO 4-1 4J CO t-t 4J O
O. i-l 4J -O 4-1 C/>
3 ED 1-1 C S
4J -a cd co B o
CO i-l C -O 4-> O M
cu cd c c •*-* *•* ^^
t— * "^ cd 3 M-(
B cd 3 C C C 3
oi 3 co cd 3 BC
m q oc co an
3 C CU C C
4JpS
-------
 o
 o
(O

on
w


I
5!
en
•o
jj
•.
f»4 ^4
a a.
Q. a.
3 3
W CO
l-i M
(U 0)
4-f XJ
(0 q)
t* 3
y u
*r^ • |
r-t ~*
£> J3
3 3
CM CM
< <

M M
t-^jj ^J
P^ r^
M l-l
•
te
0)
•H
-.
4) 4J
U (0
« CX
S 3
S -
3 -u a)
a: c >
•F^ if^
^ O oi
qj CL
O C
«5 q)
4) TJ
4J O -H
•H 4-i a
f-t (-«
^~* cu
S a:
**"! -^i

-------
Water Quality Standards Summary




           Section 61




        York iliver Basin

-------

-------
8
«
JfS
                  89

-------
    /••>./ \  ;<.,?.   s ,j, :
   /    / •/:;{ t;\ •  it i."  .); "„ -•
   /••••'/  ji      V  - «'•'  •' ;'' ^
?  /•;•'• '--:!:•/• :   !  tf  "  S'M
                                                               O
                                                    90

-------
VO



C3

-------

-------
             td
            •o
             c
             td
                                        cx
                                        ex
                                        3
                                       CO

                                        M
                                        0)
                                                                                        a
                                                                                        a

                                                                                        CO
                                                                                        4J
                                                                                        
4J   O



•H   td
•H  4-»


 o  "o
                                I
                    0)              T3  O
                    i-i              0)  _C
                M  Cd      dO     4->  4J
                aiM-i      c  a)  td

                •H  Ij      S  4-1  00 O
                O£  O      O      *H
                    ,C   •  •—I  "O  01  M
                >\ H  to  14-1  c  a>  )-i
                a)      i-      cd  "a  a)
                                        CM   ui  <-i    « -H   M   
 o


.* -a
                                                     3 4J  4J   «
                                                    Xi         3
                                                         OJ-Hed
                                         i-i      a) -H  u  >%  ai
                                 to   • C

                                 a)  o  e
                                 >  4J  O
                                 >vO  >
                                 D      O
                                 w*   QJ  ,Q

                                 3   O



                                    -H  C

                                "c   o  i



                                 C   4J  4)
                                 O   flj  ^-*
                                 as  *->
                                                                                        4J
                                                                                        C
                 o
                 a.
                                                                                        tfl

                                                                                        o
                 a)
                4-1
                 C
                •H


                 a>
                4-1

                 3

             -   »
                                                                                                        u>
                                                                                                        4)
4J   0)  «*-!     
 fc  -rt
y-i   a)

 
-------

-------
v'ater Quality Standards  Summary




           Section  6J




  James  River Basin  (Lower)

-------

-------
                ^0
 c

•H


 8

«
K,
 10

 II)
 t-,
 0)


 '
       C

-------
.LOWER  JAMES RIVER BASIN
                          DWG 6J-A

-------
•-)
*o

o

-------
CM
 I
vO
o

-------
o
J
Z
M
cn

PQ

a:
w
en
Ed

!O
TJ
M
cd
TJ
C
td
jj
C/!}
^
fl
O
cu
a
cn
10
CO

U
CU
jn















cd

ca
M

1
1
JJ i-t
l-i O
o
cj-l TJ
e cu
U 1H
42
JJ >H
E 4=
ft O
O Jd
CD a

TJ JJ
M a
O cu
CJ

O CU
1-1
CM •
*~*
co >*
CU vO
fl
Id ^1
ed o
JJ 3
3 fQ
42 *•*•'
ft
M JJ
JJ C
•H
-d O
cd PLI
TJ
•H JJ
JJ JJ
CU
tn id
JJ M
-,§
TJ
B O
cd -u

jd — <
cu o
> o
•H 3
Pi
JJ
CO (-1
CU O
e fa

CM a!
0

u cu
B 43
>-. N
ga id
.-d
B W
CU CU
0) JJ
td
W

42















id

*
43
CQ

M
1-t



-C
JJ
cu
42
cd
N
•H
*>d
[x^
cu
A


0
1"!
U
B
cd
)d
CQ

B
^i
CU
JJ
CO
cd.
[£j
cu
4=
JJ

CM
o

CO
c
0
4J
Id
o
a.

00
B
•H
3
0 •

CM cu
CU Pi
u
fa

o


















cd

CQ
M





CU
U
B
CU •
3 CU
-d QC
CM TJ
E ft
O M
U CQ

CO JJ
£S
B 0
O
M JJ
CM cd

M r^
CU U
> O
Id i— 1
0£
CU
4_> 4_)
cu
42 0
td 44
N
•H Id
-d a>
w >
id
CU ptj
<•--
JJ ,E
JJ
CM cu
O 42
cd
U fl
E -•
td w
M
CQ CU

E JJ
)d
CU 4=
3 3
0
cn

TJ



















CQ

M
M

S *J
o cd
42 M q)
J4 CM IH
CU U
42 id
SO) JJ
> CD
ft i-t
M 0£ ^
W CJ
42 O
CU JJ M
42 CU
JJ J2 CU
td f
>M N JJ
O ft
M 0

U
B CU Id
ed 43 
CQ fl
^j -^
E O
Id .£
CU 43 JJ
JJ U CU
CO B 42
(i) co (d
a M N
pa ft
CU — i
J2 E W
J4 Id
CU CU

O JJ JJ
3
CO O £
E cn jj
0 iH
ft cu 3
JJ -B
Id JJ CU
O CJ
a»M E
O CU
00 3
E TJ M
iH B CM
3 cd C
O O
—* U U
CM cu
> cn
cu erf id

fa

cu















^

M
cd

CQ
M
H

CO
<0
CU CU
O -d
B E
CU 3
3

CM *^>
B CU
0 TJ
o cd
cu
w s:
jj
14 41
B^
0 J

 2
H id ed
CU rt B
> 00
fl CO fl
t^. (2) u)
S cu
TJ Cd TJ

O CU
i cu co
• CU f. fl
cu ca JJ 3
00 B Id
TJ ed 43 CU
ft Z JJ X
pQ CU 3 O
f.
H

CM


















-t 42
CQ
CQ
M
M M
M M

O
JJ CO
JJ
Id E
cu cu
> B
•rt TJ

04 3
TJ O
E a
O E

cu
CO J3
E U
J E
Z cd

CU CQ
43
JJ E

4= CU
JJ • JJ
i-l a CO
3 B cu
cd 3
cu 3
y cn -a
B B
cu -H td
3 td
M S M
CM co -d
E Id ft
o a s
U
CU JJ
to ,C B

id 3
B CQ
O CU
Id CO ^

cu 3 cu
CJ td E
cu ft
CU 43 td
00 CO
E JJ CU
JE ^ C3
cn _j

00 4=
r*4 ^d


5*.
a.
a.
3
cn

«!
CU
JJ
cd
3
O
id
Q
g
Du
CQ

M
M
M

•
X) >.
E M
o a.
en a oo
3 E
B CO ft
O 3
O Id O
f CU M
td JJ CM
c_> cd
I 3 CU
• (U
>> 3 Id
42 cd CM
id (0

jj ft
CU 3

cd S E
i-4 ca td
jj
TJ t-. t-i
E O CU
td OH >
fl
CO V» o£

td cu I-
td a. •
S/ Q) 0)
•" * £ oo ^y
0 B ft
W _^ 3 cd
O cd O JJ

JH TJ ft
O E CU (d
CM cd cu JJ
M


iH
*""*

















CO
CQ

M
M
M




O
JJ 1
E TJ
CU

Id
cd M
JJ ft
3 0)

id JJ
M
JJ O
JJ
JJ
cd »
.E co
JJ CU
00
JJ w
Q. td
CU 4=
0 0
X! CO
0) ft
TJ

CO M
01 ed
•H jj
M fl

-------

-------
-Vater Quality Standards Summary




           Section 6K




   James River Basin (Middle?)

-------

-------
c
•H


3
0)
»-5 O

0)

3
T)
NVX
A \
                     A
           101

-------
	I

-------
                          , "-,     o   ^.-    /<           ,
                          -^   --S^V- ft V // , \  /
                       \ ,-r^^  ^ <\^  V ^  \/
                       •'     V-    v>x-'-:r ~"  I '. Y
  1 ,' -. -'^   »
/':-,  \
       \-------   '-\       ,  ,
       V"     -'^^••// >
                     "

-------
.  10U

-------
Standards
                                         a.

                                         §•
                                 a.

                                 §•
                                 V)
                                            a.

                                            §•
                                           co
                                         a.

                                         §•
                                        wj
                                                                                £
Spec
                                        X»
                                         3
                                        Oi
                                 3
                                CM
                                           XI
                                            3
                                           PL«
                                        XI
                                         3
                                        Cu
 (0

 V)
u
                                    oq         pa.     <     <      <


                                    MMMMM
                                    M         M     M     M      M
                                                                               
M
Oi

W
Section Description
           *-"O
                      X  O
                      O4J
               1
               1

               M
            +
           -J
           >J3
-
«8
4-i
3
           OU-H
       n>
OI-'(U
O,4->JJ(l)
0.0)303
           g4J

           O  5)
           W
           
                             cfl,C
           •O  3
                      Q.T3  M
                  C  M
                  «  0)

                  y>
        Cfl
        0)

        lJ
«
 OB-
XiO
 cda
                  (8<
                  0)
                                        B-u
                      2 -S
                      Q,  B)
                         w
                      «JC
                         -H
                      O
                      4JM
                          at
                      JJ4-I
                      CqJ
                      -H3
                      o
                                               o
                                               a
    O
 >>.C
 0- B)
 3^
pao
    -H
 E.c
 OCJ
                                
    -
    E
  'm!
-0 -0
 a>
iJ
                         -H(/)

                         UO
                         O)-U
                         4J
                         CB  0»^*J
    »-ii-!x:Ottf
   U-ipciiJfn  c
                                        BC--rl
                                    co *H
                                    a)3
                                    -HO
                                                       34J
                                                      J3  a.
                      E3
                      OO33C
1-
tt)
                                 E
                                 0
                                 M
                                   O  3      B
                                     5o«w6
                                     CD    O  td  U
                  a)Oi-i(UaJ^-HMH  a)  uitfiosajx;  
                                                              aj^Mid
                                                             x:-^  3
                                                                 3
                                                                 CO
                                                                 U   
-------
 B
 O
 U
I
s
CQ

oi

>
M
Pd
<0
"O
M
<0
"8
co

C/}

<0
u

a
CO
CO
CO
4

u












c
o
•H
4J
a
^jj
u

a
c
o
•H
4J
u
a)















c
o
•H
4J
U
CO
in
r-t l-l i-» M
o. o. o. a
a a. a. a.
3 33 3
CO U) U) CO
M M ^ 1_
CO 4) 0) 0)
4J 4J 4J 4J
aj cd cd cd
s s 3t rx
u a u a
pi* *— * cH i-H
_O fi JD ^j
3 33 3

«*! A co ! CQ

M M M M M M M
M M M M M M M
M M M M M M M
CO
O 
U) CO 3 4J .J > O
4J <8 C O 43
>, . -H u J-. -H C TJ „, ,Q  « cd
CdJ-H «4J O, 'O 4J «? 64J
^  JJ o> i-i i-i ooTTi -< oj
CO 4J 3 X O lO -H i* *H tJ ,*
•OO.cS 43 O 4J CO •-• g a) cd
— 1 3 (-, (0 ->J g4) JJ 4J
0) O |J 4-> 0) -O T3 T3 "> cflC
i-l CO Q. CUcd ^ V> O 3 -H
 M 4J g 93 '*-! 4) O 4J
l-ii-iO CO O JJ CD § C 3l-i
CO i-l y (Xi O. C H-HMi-l QO)
4J E O.*H CO 3 fi O — i JJ
co co B^« > M CD Q, • cd
0) u"» .e O l-i -HOICQ a)a>3
_r* 4J t4 CO 0) ^43 *ij vj rf
CJ 4J i M-t 43 4-1 4J 6 CO 4J 3
C -C JJ 03 COOOO4J 03
§1-1 i-t ca 3  to j; i-i M-I -
o)3 Qju) l-i ^-iCVcOCU *O
4) O ^! 30)  <0 1-1 3 -H E
ti cu •Hcdoioi »4J t-ij^
2SI^ H34«!^ O"O3^3 ^ cOBI-'Cd 4^
IH 4J 3 4-i 4— 4^ E 0) 4^ 4J 3 to M O
1- C O • -H CI-i -H U -M4-I
4J 0) H M 4) 0) <0 !^>H(a3>)4J
g 4J T3 4= G fc< 03 fli JJ a3 4J 01
WT3-OJ2C4JT3 «4J i-lMCWOO
JJ C -" Ofl <0 C 6 E 3 4J 3 4J T3
O 4) M 4J O I-i 4) -H C - U la
*OCUM-ltCO) O4l4-IMI-|OJ(d4J "OP3
CBO > OI G 4J 4J C O T3 C
03 iH — 1 1-1 ^ -r-l Ja! CO -H ^1 D.-H 03 JJ
C cd O^ cd CU CU 00 •"•* 0) 0) 0) (U
JiS l-i O iH 4J P^ 4) 3 C 41 O -H l-i 0)
0)0)-HCXCJJ1- iH^I^ M-l O> l-i
0) -u 4-> o OI-I-HU co 3 •— i cj ^^ W > 4J
M(dh^4J M 4) O 03 Cd 4) ^H CO
U 3 O O4J MO O -H — 1 M-l 00 |J 4J OS
O.UgO)j3-i'H«»-* COICO 43

Mvloj4JM-lOca3M-l 4) 4= ^-i 0) 4= 0) -J
•H M 
3 4->
ft id
•H 3
• l-l
E 4** 3
S td
Q co M
to cd O
I-H E
t-i 43
CO 0) U
E ^ *^
cd -H «
•rt PC
-< E

-H 4) lJ
3 E M-i
cd
•-)
^•^•^^•^•i



- c^























4J
cd

O)
«>/
1
1-1
l-l
0)
JJ
cd

3
id


ca
•b
c

g
y
•H
a:
0)
>
o

cd

ca
0)
^
5
4J O
c
i-l CO
O —
a. M
0)
03 43

O O
JJ CQ

^^^•M







a
a
3
c/)
l-i
OJ
4J
cd
3
u
^
43
3
C DM
CQ

M
M
M

O
JJ
^l
0)

•H
co
4)
g
o3
^
Q]
4J

F;
JJ
•ri
3
n)
o
c
0>
3
U-I
c
o


en
4-1
-H
O
4-1 CO
0) 4J
o) od
^ 3
U T3
cd
0) 0)
0 4=
42
id  — i
o y
43 C
 0)
* c
43 1-1
ca
i-l CO
M-4 L»i
4»! 0)
U 4-1
o cd
a£ 3

CO 4-1
J= 3
JJ 0
V4
H























^3


0)
O
43
03
43
y
u
43
U
0)
-C
4J
g
Q
J-.
M-l



co
i-i
jj
<0
Q.
3
ca
CO
•H
S

lf\
•
^_|

y
.. c

C M


4-1
3
eu





































•
*&
vO

•s
id

CO
CM
\0
ca

i-l
(*
CO
C
E
^4
o
0

1-1
OL

CO
C
O
o


















                                                    106

-------



*-v
*
4-1
C
o
y
s— '
G
M
s.
•h^
z
I-I
to
ffl
e
M
w
r>






Special Standards
w
o
c
o
•H
4-1
a
•r-l
M
U
Section Des



o
•H
4-1
OJ

^-1 i-4 _< r-4 ^-1 *-l ^ »-4
Q. cx a. Q. ex ex cu a.
a. a a a a. a a a.
3 3 33 3333
CO CO tO COCACOtO
l-i t-i M l-i 1-1 M t-i l-i
cy cu O CU CD (U (U CD
4J 4-1 4J 4J 4J 4J 4J 4J
CJ U O  M MMMMMI-.HMM
l-i 4J
0) CU (A ^
^ • > J£  C -H a> 3 3 M M O en
jz o cd — i 1-1 (U4J 4-i pi o c •
0} Cd 3 l-l CO 0) > 4-1 03 E
uu3 -O4-i3'>^C1J^ G M T3
 jc -H yM -M
O OlJ -HO HI TJ^lTJ^i P-I - -^ C 4-» OJ |j CC1)
CJ ytUJ3 34J 4-icl)3cacd |jC -H td 3 4J 
- 4J4J* cd cdC~^4-|cjca o)O > ^ 3 3-nyCj:- JS-i-t «> -H O i 6 4-i 4J oi a) — i • 3 01 cd 1> ctj
•HCP-HT3 CUCC8 Cd -H I^E 3cfl 4J O • U E -r» C >
4-i cd QJ 4-) o) > ki-<-icu Ui-i O 0) -H u> a3  l-i 01 O ^ >-i 4-i> r-<
J-i -O M CDT34-II/) OSccJcd'Uy -ri|j o-H og o 4-iu o 4J 3oa- -H c
M J3 |J -r( <4-t J3 O O O34-l>i -H ^i -H Pl*OM3CU t-^cflm
U Ol C O -^ 01 M CO l-i 3d) 4-1 3 4-1 03 4-1 I-H 4-1 p >
>ca>oO(0(04J CO ^-i 4-i u to o3 C Cell (0~-i o -H 4-1
Di -H oi -H-HI-i Ol Cfl t/) CO 0> -H 0) 4-1 (1) U O 4-1 i-l
l-i TO 01 4->Ecu->i-4co i-t C uco-Hi^ca .^ f. v n
wo^:ai4-)oe> p a) -H g 1-1 -H E M i-i-cu 4JME-H4-IO-H OX3VJl-iU2cdcdCii cda»3 OJ-Hcd 4J T33O
Cd *H 1-4 |-l pi |-l i— 1 Cdfd CU-4->C*4JI-* ^~^ * *** 4^ ^ 4-1 CO fa Cd
E I-, <4-i ai E tj IH <4Jbcuu>l-i3ciltti3^ O a> x E 3 4-iT3 03 E -r-i cu l-i
fa E ti oi u 4-1 to cda:-H>uto-H O^ i-i g j: > di o^-i CW4J
_co.ca)?-,u4-itJ pa 4J -a J3 -a e Cfdwcoi^wja c cd4J4-t>
4-1 O 4-1 -C C O ^ O 4-1 C TO C O *O Cd 4-1 l-l ^4JO >~*
MS34-lOoJCJli|"?l-Htd tdM ^-H 4J -H ^ Ji 0) • i«< O
o o 4-1 o ~^>3 io 4-14-11-1(1) ^ -^ ^:csuicd>'noi^cut3
^ft y^ y3 Q^ crt ^^ CO MCUE C^UlJOOiOflJOttJ ^J QJ ^J *rt V< ^J CJ C
3 >-HT)
4J -HEt-mace; oiucuueu oi tonjoU3~
cd pi O) l-i C ^ ^ cd l-i MC3Cu~^^>

cd 0!-HOOO

-------
   Quality Standards Summary




        Section 6L




James River Hasin (Upper)

-------

-------
                                                         A
                                                            \.  _-•**-«,
                                                             r\
                                                             ^     \
3
cq
•H
K
    (J
Ifl  vO
•-3

 ^
 01
 ft
                                                                  -S
                                 109

-------

-------

-------
DWG 6L-A--2

-------
PLI
S
03
Oi
W

a
CO
1
GO
"O
M
cd
•o
c
id
CO
- |
u
cu
a
CO
CO
CO
td
u














c
o

4-1
a.
•H
l-l
U
ca
H >
*
 us  -H 4-1
id >*i 42 Ol  l-i I-" 42 < 4J
E -H 4J 4-» 43 4J 42 0> E
•H CU !^ cd 42 td 4-* 42 t> td
42 3 42 O 3 4-1 O 1)
4-I4J eU-O4->-ETJ42-id-43|d
E *• ECU3Mr--1Q}idl*4 I-i <0
60 01 42 0> 42 3 OI 01 Q> to CU
4J C 3 OI4JCU 4J  0) 3
43 "^ M-l 4-)E3O4-^U3O13 "H 01
3 B i-i O* "^ *"* f4 c *Q 3 "^ & X
* *— i o 3 td cd ot cd *-H od cd
SU CJ O «-> QJ O 3 01 «4H 01 IA 4J
OB 4-* M-l 42 cfl 4J «-d 42 C 42 B
MiH CO B CVM-I O 4-i-H
§E co cj co B
O 4J 4-> -H l-l
ta o o) 1-1 £ co o 1-1 co *H o cu
a) C E M tn 1^ 4-> Cu 4->
•H O4-»4->OLTl4->COOi-lO Q)
M 4-1 M (0 i-l 4-1 <0 4-> 4-1 4J Cd 3
cd 3 •• Md a E Cu i-i E
4-1 4d ^d 3BS03 S 0 B E 3
3 »-d £6 O cd M E cd I-i cd O Cd
43 * o) i«4 ki o) M-4. o* o CD MH QJ ^ |j
•HOC CDOIM-IM ^ik-iM MM-I
^ 4-1 O I-i > 4J I-i cd <4-l 4-1 ^ 4-1 03
4J -H O -H Ji W 0) 4J CO 0) "I I-i -
M 4^ Bel 01 CX ^ B .*^ O» V Ot 01 *O
en a) O 13 CU3i-ii-iCU3ld3>i-l
4->>0> 01 l-l l-l oi CU U -HE
p£ B^d CUIdCUCJCDBO) C
cdco ••UP-i*Hoci"O?'— i0£cdttiCCJ
•H tO ^d C >-l 01 1-1 4-1 id
IdM-lldtdW hd PLI Z: CO PL)
o) ^ cu id
> U 4-> 3
Id O Cfl 4J
(^ at 3 cd
j^
CO CU 4-»
0) 42 3
E 4J 0
cd Wi
^ H



— H





















1
•a

3 to
-d 4->
tt j »»H
E
0 0
U 4->
ca E
4J td
id 0>
id
S AJ
O 10
^ a
M-l 3

M Id
CD Ot
^ ^
iH id
ai &
O O
~d t-l
cd od
^r\ ^H
• 3 3
CD CQ CQ
til nrf HI
^J ^j f^

T3 42
w 4J *^
o
z


































•
ca
M
0)

cd
•o
td
0)
rf
ta
•H

0
4-1

E
cd
cu
p
4J
CO
D.
3

0
^,
H
e
o
Id

• Id
ca 01
M >
0) 1-1
cd
3 oi

H
































0)
f!
4J

43
4J
•,d
3
u
B
Oi
3
B
O
U
ca
4-1
•H

e
0
id
M-l

Id
CU
id
oc
Q)
J>t,
H
*^
Id
o

4>J
Id
o
z









































CO
^4
4J
§
•a

r!

CO
4J
•^

O
4J


0)
^
4J
to
a
3

01
>
•H
o£.
V
?•»
H

















Q.
0.
3
CO

Id
O)
4-1
u
2d
43
3
CU
<

1-4
h- 1
l-l
O
4J
01

cd
4-J
C
1-1

Id
0)
cd
3
3
«
Id

to
O)
60
0)

i—l
O
u

^J
qj
•jj
CQ
^
01
OI
£

B
0
Id •
M-l CO
h
W 4J
cu cd
M 3
U T3

0> 0)
00 J2
•o
cu co
— 1 4-1
XJ *rH
3



id
^

a
a
3
CO

M
cu
^J
u
^d
o
3

<

l-l
M

^4
0)
4-1
td


J
S
ca
v
4-1
CO
CU
42
1

C
o

M-l

CO
0)

gj
td
jj
Id

4J
ca
4J
•H

B
«
1^
HI
>

p£

O
,— (
«

Md
3
ca


43
^



































•
B
«
01

4J
ta
a
3
CO

•id.
gi
m

^j
B
i-l
8.
cd

o
4-1

ft)
S*


B
•H







a
a.
3
CO

Id
o>
•I-J
u
1-4
43
3
CU
<

M
M





•o
id
|3
cd

u
B
u
•H
Id



g
Q
^4
14-1

10
0)

cd
4-1
^Q
1*4
4-1

CO
4J
Id
•o
cd

Id
0)
>

OCt

^
01

•H
04


U
"*




















ca
o>
r*4
•H
e

4-1
B
•H
a
id

o

OI

1 -H
Id 4-1
cd u
i-l 01
-d CO
Id.
V* f^
K M
«d ^
CO
CO • Id
— Bo)
;>•> cd 4-»
E 0) 
O CX 3
O 3 0
Id
H



















XjJ

>



M
OJ
4_1
td
3
3
J_t
*
10 S
— cd
•o cu
i-l M
B 4-1
cd CO
B CU
cd 3

U CO
0)
c ^
{fl *?H
u S

M «n
0)
* 4J
Mi £
W IM
•• C i-l
-H 1-1
Cd PLI

3
4-1
cd
gj









                                                        113

-------
















X**
•
44
C
o
u
•»-*
JAMES RIVER BASIN (UPPER)












CO
•o
IH
1
^
44>
CO
*4
  M
•o at
* £
SL
•2 5}
ID O
0) IH
.
a
a
3
CO
0)
44
*
U
,-^

43
3
O4
<
I-l
^
M
3
J Ridge Farm's (Campbell County) ra
i point 5 miles upstream.
3
CQ 44
M (0

*fh "*"*
0) IH
SH 0)
0 44
>" *
t-^

«M
^J

>.
^^
o.
o.
3
CO
0)

3
u
•^
f~4
43
3
fti
CO
I-l
^_j
I-l
41
j>:
ctl
O 4-1
44 C
3 tributaries from Scotts Mill Dam
iclude Madison Heights' raw water i
iham Creeks.
•" »-» %W
!i!
V *^
> Q) kl
OS fl) OJ
oi ac
w :»
E B: o
^

bo
ZH


i— 1 i«4
Q- Qu
a. a.
3 3
CO CO
*-. |H
a) at

(Q ffj
3 3
u u
•H 1-1
.•M f"4
40 40
3 3
T3 Pu PU
CQ <
M M
H h^
M M
9t
IH M
 4J
•H  04 H

.C iH
"H _l















"*
M
o
0)
vj 44
m
.ver from Lynchburg's raw water intj
5 miles upstream.
[ill Creek from its confluence with
•rt 4-1 Z
tA C
•rt CO
M O -
« a c
"^ « §
^01 M
Cfl CM OQ
IH
3
1



















CO
M
M
I-l
3
ki (U
tO 44
«j
River upstream to its headwaters.
tributaries from the Owens -11 lino:
Big Island to, but not including,
tion 111:
CO Vi U
M 44 0)  IH
0) C i-l 9)
> -H cfi 44
•H 5)
as M >,3
1) I-l
CO 44 3 44
V « cd 3
B 3 33 0
>-> H

v,
—>
•«H














pa
>
CN  >, co
Ji C U M tt)
 -H 44 i-|
ii'3"
fl)

44




















03
^
0)
Q
CO
Run from the telegraph line above
headwaters.
O »"*
^ o
•• U W
-4 O
co pij
jj

1



































114

-------
44
C
O
u
a*
•z.
H-l
C/3
<
CQ
W


I

cyj
II •"•
CO
cd
T3
c
cd
CO
cd
CU
a.
Ol
m
cd
u
MMMBBBB^^





















C
o
•H
44
a.
•H
I-l
U
CO
01
O

C
o
•H
44
U
cu
Cfl



















_^^^«^^^^—
c
Q
44
C4


«^

I-l
^^•M^^^^^^***

^
J_a
3
cd
2?

0) •

44 CU
44
60 Cd
c c
•H OC
TJ -H
3 w
*—*  c
|a 4-1 O
44 (B -H
3 44
CO T3 U
44 cd 01
i-l  44 44
T-t Cd
Pi l-i 3
cu
10 > 44
CU -H 3
E pi o
cd Wi
T> H
^ — ^^"^-™

CN
^*


<
>
01
M
u*i 3
-J 44
vD 01
cd

C M-*
cd "—I
cd
00 O
i-^
j2
CO 44
CU -H
4-> 3
3
O CU
I-i U
c
M-l 0)
0 3
i— t
C <4-l
O C
•H • O
44 O) O
CJ C
C -H U)
3 -* 44
••-> -H
P^
0) 44 g

44 3 I-l
O 144
E U
0 4=

<4-t -H C
cd td
4»! I-i (-"
a) u pa
 O
^3 C I-' 44
cd 3

C >-i co O
cd "— i cd ^
a
CN cu 3  ao in
i^ ^ o M */ 3 *H r^
CU ^M Vj CU CU ^ p£ ^O M •
44 IH 44 CU td CU CO
tec cdi-ii-i
3 3J4 3 O 42 M 4J -H 01
*O pe« cu "O 3 3 oc« 4-1
cd cucdtoo4-jo cd
CU 00 !•* CU bO 44 CO |^ C 3
42HU42C cd O-O
•H -i-i  r
^3 *Q p Cd 44 Tj
C C 3 -0 cd
cd cd —" \o o c  *-HCUI-< CO
I-l 1-1 -rH IM W AJ 4H 3
3 O 1- C4 4= O
<4-l IH CU C O 44 |-i
O O C C44344-rt U
o o cd •*-> 3
C C -H -H 3 • <4-(
o o 44 44-ocncc o
•H -rl U U Cd 44 O O
44 44 C C CO -H 44 -H C
CJ 0 3 34= W)44 3
c c 1-1 -r-i e n o o
33 CO O -H C 44
.r-, -r-, a) eu 44 i-i > 3
4= 43 M <«-l 0 '*-> CU
CU * CU • 44 44 O * 43
4^t04z;ca O ^ w cn 4-1
44 h 44 1^ S E 44 0) <4-l J4 I-l
01 01 O O CUO-HCUE
£ 4J £ 44 (j MOI-1 4-1 O
O CO O cfl <4-l <4-l v£> U 43 E OJ I-i
M31-3 44O»<*-I
*4-t-a«4-IT)4lJ 4»!CU<-ltJW — i o <4-i 03 ,*:
^QJ^CUQJtO CU3*HC CUCU
Ol 47; Q) 42 I-i CU M 0 S C 42 01
CU 0) U — 1 Ol-i C03 U '
1-itoi-icfl fi OOCUp^coOtO
U44CJ44QE C«C^ 44 l-l
•H -t-i^-i oco-Hi-tco^-tacu
to co cd""> to TJE>> cd44
4J O C O M-l • Q. • C MO—icd
44444C44<4-l
-------
C
o
u
fiS
Qu
CO

at
w
w

CO
TJ
la
flj
-a
c
4-1
C/>
at
u
0)
a
C/}
•^•1^— *^—
CO
CO
cd
o
•••«••••»•



















c
o
•H
4-1
a.
•H
^j
U
(0
Q
C
0
•H
^J
O
01
Wl









c
o
1-1
4J
o













	 ' — —







CO 10 01
4J 0) 4x1 <
4-> 4-1 3 M-l
0 3 O -*
CU O la CO
M U

4-1 ,e 4J a>
•r-t 4J >H ,£*
3 T-I 3 4-1

0) CX
U P O 4-1
C O -H -rt
01 -r-l 4-1 3
3 4-1 O
— i U C CO
M4 C 3 CJ
e 3 "-i c
O •'"^ • CD
U CO (0 3
• CO Vl 4J •— 1
CO CO M O> i-l <4-l
4J ^j .,4 u • C-
•HI) 4-J 4-1 U)
la -a M-4 0) q] 4-1
CO la  C O -H
Q* J^t W  3
(S -«
3 U-l
•a c

a> u

.
CO 0)
cd co
cL S
frt
*0




































•>
CO
^
cu
4-1
cd
•»
•a

0)
te

CO
1-1
•H
4->


^
•H

cu

^
4J
CO
qj
a.
















	 •




i
M-l •
— 1 CO
Cd )a
u cu o)
4-" ja '
0) CO AJ T>
J2 3 cd

cd u X
.e eu -H

•H 4-1
3 CO 0) in
4-1 U
0> in C O
O * 01 4J
q co o 3
01 la 4J -a O
3 0> M^ O
— l 4-» \£l C vO
M^ nj O O
c 3 vo g oi
o -a 4->

0) 4-1 4J Q\ O
CO ^ 3 *H C*l M
4-1 O
6 -H B la 3 M
0 O M-l 0 M-l
M-l 4J y-i .y x
0) O 0)
(J Q,) 4) ^j ^j
f3 ^ j> ^j p ^_j
dj *H -r^ 0)
CQ •— i f* U
0) EO *r-l 0^ qj
CO ^4 fXj Jg pQ
^ 3 W ?s
a) -i-i ^ a ^ H C*
4-1 O!
V> O 3
4-1 -a
4-1 M-!
cd O C
JK CN C
11 f-o (J
O 3J 0>
Q 4J 4-
3 -H
E 0
O la E
M O
a
M |a (Jtf O
CL) C CD
4H O 4-1 l^l _Tr
4 CO cO *O ^1

i sc^















•i^^^^i^^





J2
4J
cd
03

4-1
cd

Q\
CO

0)
4J
3
O


r!
1 1
•H
3

C
O
•r4
4J
U
3
CO
la CO
0) 4-1
4-1 -H
fft
3 e
•a o
«d ^
Q) M-l

C
10 3
4-1 PC
•H
CO
0 CU
4J M
















^^.^^^^






C
o
CO
vf
U
cd
H^

0)
c^
4J

x;
4J
•H
3

0)
u
c
CU
3

* M-i*
CO C
la O
4-1
3 44
*U »r4
Oi g
r- n
*4a W
CO M4
•H .*
0)
O CU
4-* t->
CJ
g
3 la
•— i td
< -a
u















^^^.^w^



•^••••••.^H



•a
c
cd

CN
^

CO
0)
4-1
3
0
}_i

JS
4J
i-t
3

C
O
• -1-1
U) 4-1
1- O
0) C
ctj ••— i
15
X
CO O
4-1 la
ft M-l
O ^
4J 01
4)
la la
0) C_>
>
•H CO
fv* T3
















^^^^^^



-^^H^^^





(0
dD
C
•rH
C
c
0)
>-]

^
4-J
•H
3

0)
u
c
0)
3
— i
M-l
- C
co O
4-1 CO
OJ 4J
3 -H
TD
 ^
•H 0)
0)
0 H
4-1 U

O 4=
fl 4-1
VO la
Q

























02
00
c
•H
c
c
0)
>-3

J--
4«J
iH
3

0)
u
e
0)
3
_H
• M-l •
CO C CO
^-i O M
41 CJ CD
cd u> cd
34-13
T) •* T3
Scd
g O)
^
CO M-l CO
4-1 4J
•H 4
M ^0
0)
Cd 4-1
3 3
•o o
cd M
0)
X €
Q
CD la
4-1 *M
•H
O 0)
44 0)
la
^>! CJ
co
0) CO
la OJ
° &
X


                                                     116

-------
 c
 o
 o
to
pa

w
M
&
CO
to
•o
TO
•o
c
03
rH
(0
u
0)
(X
CO
w
CO
F— ?
u




Section Description








c
0
"H
1 t
U
0)
CO









Sinking Creek from route 697 to its headwaters.
Madison Creek from route 682 to its headwaters.
Crab Run from its confluence with Bullpasture
River to its headwaters.
Davis Run from route 678 to its headwaters.
Harbours Creek from the junction of routes 611
and 617 to its headwaters.
Cove Creek from its confluence wihh Craig Creek
to its headwaters.
Lick Branch from its confluence with Craig Creel
to its headwaters.
Broad Run from its junction with routes 311 and
618 to its headwaters.
Elk Creek from route 799 to its headwaters (1.5
miles)






















Brattons Run from its confluence with the Maury
River to its headwaters.





















t-t
Guys Run from its confluence with the Maury Rive
to its headwaters (3.6 miles).















03

>
I-H
0)
*" 1-^
"O -U
Q) 4-J
2r and its tributaries, unless otherwise designat
S. Route 60 Bridge to its confluence with the Li
:ure River.
> • Ol
•H S3 «J








>rs in Section 12a:
4J
•> o •-<
M 1-1 «
D M-l U
S







0)
S
•s
aj
u

Oj















^j
0)
>
Hays Creek from its confluence with the Maury Ri
to Brownsburg (9.5 miles).















CO

M
«J
(U
I—I
•H
Irish Creek from its confluence with the South
River to its headwaters (along route 603 -9m
:al:
M
4J
4
















f-t «.
4-1 (U
3 5»
Big Mary's Creek from its confluence with the So
River to its headwaters.
Laurel Run from its confluence with the Maury Ri






















to its headwaters (2 miles).



















*,

Mill Creek from its confluence with the Maury Ri
to its headwaters.














                                                117

-------
c
o
OS
«t
5
s
CO
                                               118

-------
       Quality Standards Summary




            Section 6M




Chesapeake liay and Atlantic Ocean

-------

-------
3
HJ
u
o
ft) Tl  o

& g  -H
at id  -p
(0
11
pq
•3
§
                                 S \

                                A';.
   I  •

s   \ \
\   \

                                      S
                                       i
                  119

-------

-------
DWC 6M-A-1

-------
             A t  I a n t i
                                   O
                                            c e. a n
                                      *•»•'
                                   ?  . ^      of.
                                      t^:.
 K «-
     £
     B
   -'r
                \
                         ft
                \ • ^
,.   .   y ^
/• >   •)  /    \	//
          r
'X* :i,-<<'.;/• ^
--_., V ? ' •
JT^^^J"^ ,'-*
3
,^=*^V ;
t>^
/-2JX
' X






\ /
^ t?
! *
1 V
/ /
/ e
/ £
/ ^
«!
1^;
IV
!^
I i
if
1-1
i'l
h
\ v
i
i

u
U
p
1-
-
t-
i-
:i
             \
              /
\^..
                 s
                  /
     r
      ^
  ^



              S'
*
      s
 ~s
          /
 /—

-------

-------

CHESAPEAKE BAY AND ATLANTIC OCEAN

Special Standards
w
W

•O   e JC 0) H O ^S 8
„._ P, 5 •£ •"* --1 « > M ;*, x c i w -4 "^ O OJ 1* 4J 03 cd C 4J 4JC oi - OD
2-i? ^^6-jcn-^TOj3ta^AJ -H^ZCOC n OM -a^'ur-
o 4J«oi:3U4)> sw fl? .1 21 3-i^S
3fSS^Jo«i- S l^^§o,2 ^1 -g-5 sl eS«S?
«O CbC--U 4.1 4J >-• W >O-^ 44X1 CO) 3^ WM-«So
^juaj^ij: o -r* u w S04JO
2i"5^ >,g g^ °2 B S^^-SSS °^ * " 5>! ^^U-i"
34J-I U2C(U?-> «J -rtO)J3MH» W> W C-H -p oa> 4J4Joow
•C^JSe^bSS^g .is 3*858^ ^^ "53 ^-S .o'S-'^
w-1 «^-,1§?g" 5 b c « £ * -" tJ 8 -3 & B ti ^ * i' « -
M\Oi -CXr^qJCOdJ-HO) i-lr^T3(0 4-> Ml) OCJ njSoO-*JM*O
3s3g3in!,3'cB-fi fi0 ss-gs §3 oc-s Ss-S^^s-s-;
73 -"^^ •°*w..^fiS« ^^.^"^ 85 .5^ ^Jt^!^
O4J OCOIUJ3-.-I cso flj *-* at Q - 4ji t)«ujoi3-Ko
°1 ig o, "i ,M -H *J > -i-,HX:(aW -HT34J CM d MOO) 60C Qj vD • «t-l PI
'H(,,1S^n"SE5'<:'4J c *J3^«-H »wj; u -r4MC.5r.oo
«^W4i^^"HZ "2° "ox;w)o 04J.C4JUE-^oxi o ,B4M*J('''kJ "^ T< r« » to K-l 01 0)4J(U-4 OTJOTJ3
«84J4J*M4Jxt|DMt- >HC^'W> CC04J-OE3E X) 3 r- -H 4J
•H C0 O>tO OlTHO (BC4JX14J>^-MB4J{^WT4
S««ZitJJPtJiTl!ia T3J- 1»-ITJ^IT44JCOMMW«SOOT1 4J
S^S^S^^0*13^ c-'r-4J03 4J«M)(i4oju «Qi-ioO(Urc^4JC4Jc^a)TT4 WS^CO-HWW
u.C4-» cw .c>coc«ccn«i)x:oo)M)vis:«»-rtoS™ McLc^tSwei
4j^a)4Jdx23-a «4-iw)«4-iT<T3^COC3tiOT4- -HC WM^^dtlj
CM-« ox:4Jj2yjB)x:x: cEEO4JT4t/)O'-' 
-------
O
y
U
O
CJ
5
CQ
M
8!
C/3
U

O



CO
T3
M

 Vi
§01
4J
cd
 4->
la
&-

d -o
1-1
H

^Q
rn





















00
c
1-1
T)
3 B
t-i Vi
y o)
B 4J
•H 00
•o w
B
qj • «
^1
O D
4J >
•H
*-\ as
10
•O B
cd ol
0 >

B B
01 B
t* p*\
cd -J
"B x:
E y
?*» C
i-J 
CO 5>i
B
11 0)
4-1 a!
Si
•H J>>




























O
1
Jt! T3
B B
•H U

1)
B 4J
eo

f>-> 4-1
cd
CQ 09
0)
^0 *H
o cd
M 4J
CQ 3

^ v>
a> 4-1
i)
Vl CO
U 4J
•H
B T)
O B
J CO

Vi 0)
cu i>
> M
•H U

9)
B -*
1) -rl
^ id
cd x
J3 H
& -

J cd
X CQ
y
B B
Vi O
CQ f


























§ ,
Vi 3
4-1 «O
i-l
v V<
0> 4-1
0>
Vl ~H
O cd
J< in
y 4-*
a)
EC M
•H
11 U
*"" * .f^
4J
3>S

CM ?**»
CQ d)
flQ
jjgj
01 B
a) v
Vi O

Sij
^ E
y -H
cu >-)
S5
ff
4J 4J
a) IH
0) 3
M
U 4)
y
B
• V
co 3
Vi -i
a) IM
4-1 B
cd o
3 y
id n
•a «)
•H JS
4-1 4->


























eg
y
B
cu
3
i— i
K-l
B
O
U

p
-H
CU
jC
4J

g
M

a)
od
tJ$

Wm4
a
?S
v^
u

B
cd

4J
3
0

^
Ol
B
•rt
at
(A

•
CO
i-t
cd
4J



















•H

*^
43
CQ

i-l
I
Vl
D
f^
4J
O

10
10
u
t— 1
B
3

A
J3
CO

fj
O
•H
4-1
y
u
CO

B
•H

ca
§
D
Vi

B)
 0
cd -H
CQ 4J
^i
B 0
vi a.
o
f. do
J4 B
C -H
•H 3
iJ O
4J
•H 0)
3 0)
v>
fa

u



r*
0.
a
3
CO

^i
0)
4-1
3

y
•H
^
3
(X, .H

*> *>
xi x:
CQ
CQ
M
>-l M



B
[H|
01

CO
d

4)
x:
4J

J2
4-1
"g
• 0)
T3 y
01 E
jC CU
ca 3
V> •— '
0) u-i
4J p;
CO O
? y

J* CO
D 4-*
11 1-1
U 8

01 M
<•* U^
4J
4-1 ^
• 1-1 a)
•O j  4-1

C U
cu y
B
01 01
X 3
4-1 — 1
0 B
•U O
y
Vi
0) CO
•H T-i
P^
Q
B 0
01 Vi

4

B CU
B CU
5^ Vi

1
&
J
1
J_t
ca



















**^ ,c

•» «»
x: xi
CQ CQ

l-l M
H l-l













•
^
01
01
M
O
01
00
T>
i-l
Vi
CQ
O
•a •
B T>
o v<
i-J O
IM
IH -o
o cd
Vi
CO CQ
E
O 01
•H ^t
4J CO
^4 J
O
(XT)
QO cd
•H 0)
II
0) 0)
£**

h J

(M 00
C^ C*^


                                                                 U.S  EPA Headquarters Library
                                                                       Mail code 3404T
                                                                1200 Pennsylvania Avenue NW
                                                                   Washington, DC 20460
                                                                       202-566-0556
                                            125

-------

-------
Water Quality Standards Summary




           Section 6N




       Yadkin River Basin

-------

-------
c
•H

a
pq

h

?
•H
CK

C
•H
O
                            V-^-|\
                                   X^ ^    v
                                  •  
-------
128

-------
1
CO
^.j
V*
o)
•o
c
co
4->
W
"3
u
Hi
0.
en
10
H)
«
u




















c
o
-H
4J
O.
•H
^4
U
ta


~H
D.
D.
3


M
0)
4J


C

c
ft
CO


o

09
•^
^-1
*H
^
o
j

•*
i-i

^
•H
Oi

^(
0)
CO
1H
h

0)
«— 1
4-1
4-1
•H
^

•*
(U
0)
I-
u

























0)
J
4-1

e
0
l-l
CM

(0
€
CD
la
4-1
CO

O
CO
0)
J^
4J

U-l
O

^£3
U

C
•r4
•— <

01
4-1
id
4J
CO

ctf
p
fl
1— 1
0
a)


r*.
4-1
l-l
g
1
Qj
•H
C
•H
00
M
•H
^



























































• •
•—1

C
0
•H
u










































*•
0>
^
id
EH
TJ
C
(0

4-1
3
Cu





























*
^_|
f*^
\D

CU
4-1
3
O
l-i
O
4-1

e

cu
14
4-1
CO
a
3

ff)
CN
CO

CD
4-1
3
O


B
0
l-l
4-1

l-i
CU
•H
02

4-1
aj
i-i
2
<£














^4
D.
a
3
to

|^
a)
4-1
a)
u
•—I
j^
3
PM

^Hj

5














































J^
cd

3
4J
2






























i
•o
id
01
j;

CO
4J
•H
O
4-1

e

co
a
3

i-^
r^
vO

CU
4-1
3
0
l-i

g
Q
^4
<4-l

^
<0
Tt •
a: co
Wi
4-1 a)
4 4V
i-i 
-------

-------
Water Quality Standards Summary




           Section 60




        rtlbemarle Sound

-------

-------
CO  O
l>  vo
                            is    s&
                            \r*     S rS"-—
                        131

-------
 ^-" I
* . .Al   L,
aiMiiir-

-------
O
trt
CO
^
CO
•o
14


m
o

x
4J
•H
U

d)
4J

C
•H
10
d>

(-
4-1
1

4J

Cfl
4-)
•H

•o


}JI
o


(U

4-1

•o
c

4)

0
4-1










1
cd
•H
C
•ri
OD
j,j
*r4
>

(U

4J

§

*4-4

(A

*H
)wt
5
3
JO
•rt
M
4-1

,—(
CS
•r)

(0
4-1
•H

T3
<0

^j
a)
>
•H
pS
4J
ca
3











•*
C
O

4J
t^
o
o.

60
C
•H
3
O
«»4
MH

m
(U

14.4

(U
4->

O
4-1
a>
c
•H

4J
cd
4-1

|

^H
O
tl
cd
LJ

^:
4-1
M
0












g
O
M
lfd|

CO
0)
-H
M


3
*o
1-1
4J

v— 4
cd
•a
•H
4-1



60
-H
C
at
nJ

J=
4-1
O

•§
<









^j
O

(U
J2


O


£
4-1






<
l-l
l-l
3
piCl
•H
M
jj

•O
c
cd

— <

C
0

4-1
U
to

c
•H

CA
E
0)
^4
4-1
CO
IW
o

VI
c
0
4-1
IJ
0
a

00
•d
3
O
i— i
M-l
(U
• tu
^ l-l
^
J fl)
iS


cd


< CQ
l-l t-1
H M































,
0)
cd ^.
_3 cd
^ g
ex 
c
*u
41
3
4J
d)
j3
a
a
i

CO
*— 1
cd
§
•rl
Q
(U
4J

14-1
O

10
01
•H
)-l
cd
4-1
J3
•H
1-.
4J












































•
s
-H
^
0

5J

4-1
0
x5






                                                      133

-------

-------
Water Quality Standards Summary




           Section 6P




      totoraac River Basin

-------
              ry  g  s^ I*'"1  I
              |s|   - * '
              = ««.
^^H^^^.OJg^x.^^J

-------
3
pa
cc

«  s
£  §
                                135

-------
           p*
           M5
 feMra%f>
^IslsNMl^
             C

-------
137

-------
138

-------
139

-------
          DWG 6P-B
Potomac River Tributaries

-------
          DWG 6P-C

    South Branch Potomac River
             and
          North River
MONTElREYvi Ov<  .  ''-
                                 141

-------
2,
M
CQ

OS


g
M
Oi

(A
•a
d
"O
-.
Free flowing portions of tributaries to the Potomac R
in Section 4 up to the Aquia Sanitary District Wate
Impoundment .

 a)
Q, 6 <*-i >F4 ft e .-j M
Aquia Creek from the Aquia Sanitary District Water Im
ment and its tributaries to their headwaters.
Tidal portion of tributaries to the Potomac River froi
Point to Shipping Point, including ttdal portions o
Chopawamsic Creek and its tidal tributaries.
Free flowing portions of Chopawamsic Creek and its tr
taries to Quantico Marine Base Water Supply Dam.
Chopawamsic Creek and its tributaries above the Quant
Marine Base Water Supply Dam to their headwaters.
Tidal portion of tributaries to the Potomac River froi
Shipping Point to Chain Bridge.
Free flowing portions of tributaries to the Potomac R:
from Shipping Point to Chain Bridge, unless otherwi!

J3 CO .£
"^ to to to vO f*1*




















designated.





                                                             142

-------
c
o
y
z
M
CO
<
pq
ai

u
CM

CO
•o
l«l
cd
•a
c
4J

>—4
cd
y
0)
a
CO
ID
to
JS
u













c
o
•H
4-1
a
•H
l-i
y
IA
Q
C
0
•H
4-1
U
01
en

















c
o
•H
4_)
y
01














*
03

M
M


M
0)
4-1
cd o>
•H
td 3
t-t M
N 01
•o x:
C 4J
a) co
— i to
< ai
0! C
> 3
O
XI •
cd 4-1

ca a)
01 B

M C
cd 3
4J 0
3 a.

1-1 1-1
^j
4-1 P>1
<— 1
CO CL
4-J O,
•H 3
to
T3
C K
CO 0)
4-1
^ cd

01
u -
c c

3 a
IT E
0 0
u u
u
o

cd
r-



ex
ex
3
CO

14
Ol
cd
3
y
M — i
Q
» 3
X) CM
03

M
M




C
u cd
01 0 3
4J 4J a*
cd o
3 >> H O
x: i-
* ji?
Q) 4-1 Cd
> 3
o < c
XI 3
cd !-> oi
01
^4-1—1
01 cd ~+
gj ^ 3
i-i ea
O !>%
4J C
ceo
304J
cru c
o oi
y x E
y cd TD
o 1-1 c
^i 3
M-l -rl O
O id CU
U) i-i
l-i 01
01 f, 0)
4-1 4-1 .C
cd 4-1
3 <4-l
O «*-!
• T3 O
•O Oi E
01 -a cd t-i
4J C T3 0)
cd 3 4-1
c o p»> is
60 CX-H 3
I-H E ex jy»
M 1-1 ex y
01 3 cd
•O O> to XI
J^
H

XI
r-



ex
a
3
cn

i-i
Ol
4.J
cd
*
y
VJ r-l M
Xi
« g .
xi CM xi
03 CO

l-l i-l
H l-l
(j
td
•o
IH . a>
0 E U
C T) -0
3 C
Q (U cd
H x:
•n c
3) 3
x: a <*
o -o
i-i Xi id
O cd O
a-l p
in PQ
4J Ol
C -i C
01 -H >i-l
E E
*O C
C a) o
D > en
O -H -J^
ex«M y
6 cd
"* c
•a 1-1 a)
01 O ^
to ex cd
O J
ex td
• O <4-l
~ ti O 0
c a 4-1
O U)
to o> E 1-1
.•«: xi td o>
U 4-1 01 V
td i-i cd
1-3 0) 4J 3
> UJ
01 o ex-o
^ XI 3 41
<0 cd *o
J n C
~ C cd 3
3 w o
^ c£ to a
Oi cd E
Ol T3 C -^
^4 cd cd
u o s: 4-J. 10 U5
X) C O 01
0 O ^
cd u u c
•H 3
c i-i a)
•H iH T3 "
00 O) 3 Ol
i-i x: -* x
•H 4-1 y Cfl
> C 4-1
e -H c
CO -H
•H ^4 O
14-1 4J (J
M OJ
a) i-i « 4J
•H > 01 3
Q^ -H 3
y E «

s o ^
o td w
4J y E -
0 cd td X
CM c oi oj
O l-i <4-l
0) S 4-1 l-i
X! o) i-l
4-1 oi ex td
f*. 3 tjg
O 4-1
4-1 y <4-t

• d n
o>
4-* *• QJ
Sc c
3 -H
(10 eS ^
•H 0

oi cd ><
*O O CO
l-l
03


C7*


>^
ex
ex
3
CD

tj
0)
4-J
s
y
^-i
JD
3
CM
M

M
1— 1
l-l


•
T3

6 td ™
4-1 00
O -H O
CM tn 4-1
01
4J Ol Cd
10 4-1
I". .^ p
•H M
3 Oi P
J= 01

u o cd
C 3
01 CO
3 co 3
*-i 01 td
*4-J v-H V-<
C C
y
•> ao
V4 CO ^J
•H M 3
0) 01 XI
x; w 01
4-1 Cd -H
3 T3
  l-i
•H 4J
l-i CO
4-1 a
3
4-1 0)
•H Jrf
cd
c c
cd -H

,M l-l
01 a)
01 4-1
i- cd


01 3
co cd
J «
_
ti-l X
o cd
>4-l
l-l l-l
01 i-l
w td
cd fh
3
<4-l
•a o
0)
•a ^
C 4J
• 3 -H
M ex
oi E 01
•£ 
.C 4>J
x; 4J x
4-1 O)
•H C
3 0 -<

01 4-1 -H
c x:
01 4-1 C
3 O
r-4 4J i-f
i|-| p. 4_l
C 0) U
o y ai
y X to
0)
i-i at
1-1 -x;
01 W 4-1
X< 0)
4J ^ ^
•H 01
E E 0)
0 1-
^M in 0
. 6 C

4J M U
C 4-1 O
3 W 4->
o ex cd








ex
ex
3


tj
0)
4>J
cd
S
y
•H
i— 1

3
CM


l-l
1— (
M




l-i
01
4J
§

3
cd
M
01
,_i
•H
t»
.-1
f-^
UJ
y
• M
0) 3
^>J ft|
5 e
C 0
•H i-.

I-i CO
0) ^ M
4-> 01 01
Cd CD 4-1
3 M cd
0 3
3 TJ
cd c cd
l-i ^ 0)
4J XI
en cj
- o co
o) 4-1 4-1
•-I 4 ft
-t O
•H O
> ,* *->
^4 l-l
-^ O 
3 4-1 C
O
55

rt
c3
^^


















M
1— i

j_
JO


o>
4-1
x:
4J
•i-l
3
OJ
y
c
01
•— t *
M-l UJ
C !-
O &
y 4J
cd
w 3
*-• "0
••-I cd
e J
0
}-> (0
14-1 4J
•H
*s
01 O
01 4-1

0 X
01
C 01

4-1 O
u
o n
4J 1-1
Cd 4J
u y
o
^ 4-1
O '0
h
vj
x: >->
4-) O
3 CM
O
to

XJ



                                                     143

-------
 O
 u
^
CO
Oi
g
l-l
a:
o
H
O
PU

M
•a
M
•3
C
cd
4J
cd
1-4
y

i
in
vD

a>
X>
"3
_n
O)

X
Ou










































in
a>
i
in
so

(U

ra
«S

ca

X
T3 C^
m
 MM




a>
*st
l«t
Q}
V— 1
ej

•g
a)

v»
U
•H
fa

-H
&

U
5}
p
o
4_>
o
Pu

0)
x:
4-1

VH
0

in
0)
1-1
|a
03
4-1
3
.fl
•H
^4
H



_i
«-«i










*
•o
a>
4-1
cd

60
•rt
cfl
01
•o

0)
CO
i-l
E
(L)
jj
4J
o

CO
CD
CU
ra
C


A
CO
•rl
C
•H
00

•H
J>

»
ca
0)
•H
4J
C

o
o





































• •
*~i
1— 1

c
0
•H
4J
y
0)
C/J

c
•H

M
la
01
4-1
cd
^

4J
3
O
la
H












































*•
0)
^
fl)
H

•a
c
cd

4-1
~J
OLJ









s.
cd
o
la
4-1
CO U-t
a o
3

U) 4->
a) 3

"e s
O
a (a
u u

A: A:
u u

£0 CO
















0
U

CO
D
i— I
*H
g

o
\D

S
CO
CD
}a
4J
Ifl
a
3

•  VO
r-i
•H 0)
E: 4->
3
O 0
• la
tN


M
4£ >4-<
O
CJ ^
la 4)
U 

4-1
















c
o
3
cr


C ^i
3 
^a.
* la
CO 4-1
eu
•H CO

CS -rl
4J
3 -0
Xi C
ia tjjj
^4
4J la
QJ
CO >
4-> ia
•rt ^

•a jt
C la
cS O
la
oi x;
> 4J
l-l la
Qi 0

U
§OI
r^
4J
4J
o -o
04 C
cd
01
J3 "
4J ^
01
M-l 01
0 la
O

y 4-1
C -rl
cd cd
t-t la
EQ 4J

X
4-> ca
3 cd
O
w



CN

•rl

-------
   IMPLEMENTATION PLAN
           FOR
    INTERSTATE WATERS
         OF THE
COMMONWEALTH OF VIRGINIA

-------

-------
                    IMPLEMENTATION PLAN
     The "action" plan of the standards Is the plan of Implementation
and enforcement.  This plan sets forth requirements for treatment
and/or control of all conventional municipal and industrial waste
discharges in the Commwealth which affect interstate waters, speci-
fies the time within which this is to be accomplished, and contains
programs for dealing with other water pollution control programs.
Section 62.1-44.15(14) of the State Water Control Law is "To establish
requirements for the treatment of sewage, industrial wastes and other
wastes that are consistent with the purposes of this chapter; pro-
vided, however, that no treatment will be less thanlJ>secondary or its
equivalent, unless the owners can demonstrate that ft lesser degree
of treatment is consistent with the purposes of this chapter."  .^ith
the exception of those owners granted variance in their time schedules
because of unusual technical or economical problems, it is the inten-
tion of the Commonwealth of Virginia State 
-------
the waters of this State.  The problem is under study and conferences
have been held with other agencies of the Stat* in regard to developing
appropriate boai: pollution regulations in the near future.

Combined Sewer Overflows

     There are several cities in Virginia v/ith combined sewer over-
flows, the more important ones being:  Richmond, Hopewell, Roanoke,
Alexandria, and cities in the Hampton Roads area.  Studies to deter-
mine the extent of and solution to these problems in the Richmond,
Roanoke, and Al -xandria areas are underway.

Nutrient Problem Areas

     For some tine the Board has been aware that nutrient enrichment
is a problem in the Occoquan Creek Watershed; and in order to protect
the public water supply located on the Creek, the lioard has ruled that
any proposals received after September I, 1963, will be considered only
after the lioard is satisfied that the water quality in the watershed
will not be rendered unsatisfactory for present or future uses.  As a
result of this ruling, the Board granted the Prince William County,
Greater Manassas Sanitary District Authority to construct sewage
treatment facilities which incorporated phosphate removal facilities.
This facility has operated with varying dcigrees of success but in
general has not achieved the desired results.  In addition, the Depart-
ment of the Interior made a direct grant to the District and supplied
staff members to conduct nutrient removal pilot plant studies.  iVhile
the conclusions of these studies have not yet been mado available,
it appears that the pilot plant studies have achieved a high degree
of success.

     In addition to the above actions on the Occoquan Watershed, in
1968 a $300,OOC study funded equally by the Virginia General Assembly
and four political subdivisions in the watershed was begun, under the
guidance of Dr. Glair N. Sawyer.  The study has now been completed and
a report detailing wati>r quality problems and their cause and solution
to the problems in the watershed expected from the State dater Control
Board by September of 1970.

Mine Drainage

     There are no significant mine drainage problems in the State.
                                 146

-------
-Vater Quality Standards Summary




            Appendix

-------

-------
                       GLOSSARY OF TERMS

     Advanced Waste Treatment - Refers to methods and processes that
will remove more contaminants from wastewater than are usually removed
in present day conventional treatment plants.  The processes may be
physical, chemical, or biological.  Examples of advanced waste
treatment are carbon columns, electrolytic coagulation, reverse
osmosis, electrodialysis, and ion exchange.

     Bacteria - A group of test organisms which are used as indicators
of the sanitary quality of the water.  The Commonwealth of Virginia
uses total coliform bacteria as their specific test organism.
Bacterial concentrations originate primarily from municipal waste
treatment plants, sanitary and combined sewers, storm drains, vessels
and agricultural wastes.

     Biochemical Oxygen Demand (BOD) - The quantity of oxygen utilized
in the biochemical oxidation of organic matter in a specified time
and at a specified temperature,  vfaste discharges containing high
levels of BOD will deplete oxygen supplies in receiving waters.

     Disinfection - The killing of the larger portion (but not
necessarily all) of the harmful and objectionable micro-organisms
in, or on, a medium by means of chemicals, heat, ultraviolet light,
etc.  Chlorination is the method commonly employed in sewage treat-
ment processes.

     Dissolved Oxygen (JO) - The oxygen dissolved as a gas in sewage,
water, or other liquid usually expressed in milligrams per liter
(mg/1), parts per million (ppm), or percent saturation.  Adequate
dissolved oxygen levels are necessary in waters to protect fish and
other aquatic life and to prevent offensive odors.  Low dissolved
oxygen concentrations are generally due to excessive organic solids
discharged as a result of inadequately treated waste (having high BOD);
excessive algal growths may cause vastly fluctuating dissolved oxygen
levels, and other factors such as temperature and water movement have
an impact on dissolved oxygen levels.

     Interstate Vfaters - Under the Federal Water Pollution Control Act,
interstate waters are defined as:

          1.  rivers, lakes, and other waters which flow across or form
              part of State or international boundaries;

          2.  waters of the Great Lakes;
                                 147

-------
              3.  coastal waters - whoso scope has been defined to
                  include ocean waters sjeaward to the territorial
                  limits and waters along the coastline (including
                  inland, streams) that arc influenced by the rise
                  and fs.ll of the tide.

     pH - The index of hydrogen ion activity, used as an indication
of acidity or alkalinity in waters.  The pH of most waters ranges from
6.5 to 8.5, and most uses of water, such as aquatic life propagation,
prosper at these levels.  In most cases, a pH outside this range is due
to discharge of industrial \*astes or decaying organic vegetation.

     Pollution - The addition of sewage, industrial wastes or other
harmful or objectionable material to water at a concentration or in
sufficient quantity to result in measurable degradation of water
quality.

     Primary and Secondary Contact Recreation - Also called whole-body
contact recreation. Primary contact recreation includes uses of water
such as swimming, water skiing and skin diving.  Secondary contact
recreation includes such recreational uses as boating and fishing.

     Primary Treatment - May be defined as that process capable of
removing a high percentage of floating and sottleable solids.  This
is the first major treatment in a sewage treatment works and generally
removes from 30 to 65 percent of the suspended solids and 30 to 40 per-
cent of the 5-day biochemical oxygen demand.

     Secondary Treatment - May be defined as that process or group of
processes capable of removing virtually all floating and settleablc
solids, generally from 35 to 95 percent of the 5-day biochemical oxygen
demand, and a similar level of removal of suspended solids in untreated
waste.  The equivalent treatment may generally be defined as that process
or group of processes achieving maximum practicable removal of solids,
oils, grease, acids, alkalis, toxic materials, bacteria, taste and
odor causing materials, color and any other objectionable constituents
contained in untreated waste to produce an effluent equivalent to that
obtained from secondary treatment facilities in current use for any
specific category of industrial waste.

     Sewage - (1) The water supply of a community after it has been used
and discharged into a sewer, (2) wastewater from the sanitary con-
veniences of dwelling, business buildings, factories and other insti-
tutions.

     Sewage. Combined - A sewage containing both sanitary sewage and
surface or storm water with or without industrial wastes.
                                 148

-------
     Seweri Combined - A sewer which carries both sanitary sewage and
storn drainage.  .Jhere combined sewers are used, the capacity is
usually exceeded at tines of heavy rainfall and the sewers overflow,
discharging combined sewage directly into streams without treatment of
any kind.

     •Jarm-and-Cold-^ater-Fish - •''arm-water fish include black bass,
sunfish, catfish, gar and others; cold-water fish include salmon and
trout, whitefish, Miller's thumb and blackfish.  The temperature
factor determining distribution is set by adaptation of the eggs to
warm or cold water.

     Temperature - A measure of the heat content of water.  ifliile stream
temperature is affected naturally, man significantly affects it through
the construction and operation of dams and the discharge of cooling
wators from industrial processes, particularly power generation.

     Toxic Materials - Materials which arc harmful to human, plant,
animal, and aquatic life.  These may include hundreds of compounds
present in various waters such as industrial waste discharges or
run-off from where pesticides have been applied.

     Solids. Settleable - Suspended solids which will subside in
quiescent water, sewage or other liquid in a reasonable period.

     Solids, Suspended - Solids that either float on the surface of,
or arn in suspension in, watrr sewage or other liquids and which are
largely removable by laboratory filtering.
                                   149

-------

-------
•fater Duality Standards Summary




          Stream Index

-------

-------
                               INDEX OF STREAMS DJ
                                    VIRGINIA
         Stream
Page
Stream
Page
 * Aarons River 	   56
 T Appomattax River 	  105
 T Aquia Creek 	  142
 * Ararat River 	  129
T* Atlantic Ocean 	  124
T* Back Bay	  133
 * Back Creek 	  142
   Bannister River 	   %
   Barbaurs Creek 	  117
 T Barrett Point 	   99
   Battery Creek 	  lit
   Bear Creek	   38
 * Beaver Creek 	   38
   Beaverdam Creek ..	   39
   Benges Branch 	   30
   Bens Branch	   30
 * Big Bluewine Creek	   56
   Big Cedar Creek	   31
   Big Laurel Creek 	   39
   Big Laurel Run 	   77
   Big Mary' s Creek	  117
   Big Moccassin Creek 	   37
   Big Otto Creek	   59
   Big Reed Island Creek 	   48
   Big Run	   74
   Big Sandy	   23
   Big Stone Gap	   30
   Big Stony Creek	   78
   Big Tumbling Creek	   37
   Big Wilson Creek	   47
   Black Run-	   76
 * Blackwater Creek 	   30
T* Blackwater River 	   67
   Blue Springs Run 	  116
 * Bluestone River 	   46
   Boozy Creek	   37
   Bottom Creek 	   61
   Brokenback Run 	   86
   Brandon Creek	   56
   Brandy Branoh 	  105
   Brsntley Stream 	   59
   Brattons Run 	  117
   Briery Branch 	   76
           Broad Bay	  125
           Broad Run 	  117
           Brown Run	   74
           Browns Mill Creek	  Il4
           Brumley Creek	   37
           Brush Creek	   47
           Buffalo Creek 	  106
           Buffalo River 	  113
           Bull Run	  143
           Bullpasture River 	  115
           Burks Fork	   48
           Cabin Creek	   4?
           Cahoon Pond	   99
           Calfpasture River 	  115
         * Cane Creek	   56
           Caney Creek	   23
           Carters Run	   87
         * Cascade Creek 	   57
         * Cedar Creek 	   78
           Cedar Run	  143
           Cherry Creek	   59
           Cherrystone Creek 	   56
           Chestnut Creek 	   49
         T Chickahominy River 	  105
           Chisel Run	   99
         T Chopawarasic Creek 	  142
           Clayton Mill Creek	  116
           Clear Fork Creek	   45
         * Clinch River 	   30
           Coal Creek	   49
           Coleman Mill Pond 	   56
           Coles Run	   75
           Comers Creek 	   39
           Conway River 	   86
           Corder Branch 	   30
           Cornelius Creek 	  116
           Couches Creek 	   68
           County Line Creek	   56
           Courthouse Creeks	  107
           Cove Creek	   30
           Cowpasture River 	  115
           Coy Creek	   57
         * Crab Run	  117
                                        151

-------
        Stream
            Stream
  Craig Creek	   117
  Cressy Creex  	    39
  Cripple Creiik	    1+8
* Crooked Creek 	    U7
  Crutchfield Branch  	    56
  Crystal Lake  	   125
  Cub Run ...   	    7U
* Dan River  . ,	    56
  Davis Run  	   117
  Deep Creek  	   107
  Deep Hollow Run	    ?8
  Deep Run 	    87
  Devils Ditch  	    86
  Diascund Creek 	   105
  Dickey Creek  	    39
  Difficult Run	   lU3
  Dismal Creek  	    U5
  Dismal Swamp  	   133
  Dockery Creek 	    56
  Dodd Creek  	    U9
      Cree't    	    30
      For'- . .  	    23
  >ry Riv»r  	    76
  7>ry Run	    H8
* Dunlap Crr ,.k  .,	   115
  "agle h'jit ,!,  .Ji eek	„..,.,    50
  ::ast B.-K it. f'av ac Greek	    71*
  r'ast Fore O.'.^fl:  F irk Creek  . ,    'c?
  l»ast i'.i.t ^i^jfcec Creek  ....     kj
  Fast Fork L; ;.: e -^eed
    Island Crv.pk	    ^9
  East E.:.y Bj-i;.oh  	   115
  ^ast Ha* :s. -,,, Cr^ek  	    75
  Eastern Branr.t Elizabeth
    River 	    99
  Eastern Jbrancn Lynnhaven
    River	   125
T Elizabeth River  	    99
* Elk Creek	    1*7
  Enchanted Creek  	   113
  Fall Creek  	    59
  Falling Creek 	    59
  Falling River 	    59
  Fifteen Mile  Creek	    38
  Flat Rock Creek	    68
  Fox Creek 	    1*7
  Francis Mill Creek  	   US
  Fridleys Branch  	  116
  Fryingpan Creek  	   23
  Fultz Run 	   75
  Gardner Spring 	   76
  Garth River 	   87
  Georges Creek 	   56
  German River	   77
  Glade Creek	   kl
  Goat Creek	   57
  Gooney Run 	   7^
  Goose Creek 	  ll+3
  Graham Creek 	  Ilk
  Greasy Creek 	   U8
  Great Creek	   68
  Great Neck Creek	  125
  Green Cove Creek 	   39
  Green Creek	   60
  Guys Run 	  117
  Hanzlins Swamp Branch  	   67
  Happy Creek 	   75
  Hardy Creek 	   30
  Harris Branch	   U8
  Harris Creek 	   kQ
  Hatcher Run	,	   67
  Hawksbill Creek  	 	   ?U
* Hawtre-: Creek	,.   j6
  Ht'.ys C: aek	  T 17
* Helton Creek 	    t?
  He^ar: Branch	    *Q
  Hc.^carap Branch 	   67
  He -rue Creek 	  lM+
* Holston River 	   37
  Hookers Creek 	   57
  Horsepen Run	   87
T Hoskins Creek 	   86
  Hot Run 	  lM*
  Howells Creek	   Up,
  Hughes River 	   86
  Hungry Mother Creek 	   38
  Hunting Creek 	  llU
  Hunting Run 	   87
  Huntingca.np Creek	   U5
  Hurricane Creek  	   39
* Hyco River	   56
  Hypes Creek	  116
                                       152

-------
        Stream
            Stream
Page
* Indian Creek	   30
* Intercoastal Waterway	  133
  Irish Creek 	  113
  Ivy Branch 	  106
  Ivy Creek 	   58
  Jackson River 	  115
  Jacob Fork	
T James River 	   23
  Jennings Creek 	  115
  Jeremiah' s Run	   74
  Jerkentight 	  116
  Jerrys Run	  115
  John Keer Reservoir	   59
  Johns Creek 	  115
  Johns Run 	   75
* Johnson Creek 	  107
  Jones Creek	   48
  Kennedy Run	   75
  Killinger Creek 	   48
  Kimberling Creek  	   45
  Knob Fork Creek	   47
* Knox Creek 	   23
  Lake Bradford 	  125
  Lake Burnt Mill 	   99
* Lake Drummong	  133
  Lake Gaston 	   56
  Lake Jackson	  143
  Lake Jordan	   67
  Lake Joyce 	  125
  Lake Kilby 	   99
  Lake Meade 	   99
  Lake Prince 	   99
  Laurel Creek 	   37
* Laurel Fork 	   46
  Laurel Run 	   77
  Lovills Creek 	  129
  Lazaretto Creek 	   67
* Levisa Fork	   23
  Lick Branch 	  117
  Lick Creek	   37
  Lickinghole Creek 	  105
  Linkhorn Bay	  125
  Little Back Creek	  116
  Little Calfpasture River  	  117
  Little Cedar Creek 	   31
  Little Creek 	   30
* Little Dan River 	   56
  Little Fisher River 	  129
  Little Hawkskill Creek 	   74
  Little Mill Creek 	  116
  Little Neck Creek	  125
  Little Passage Creek 	   77
  Little Reed Island Creek ...   49
* Little River 	   48
T Little Salem Creek .........   93
  Little Stony Creek 	   30
  Little Tumbling Creek 	   37
  Little Walker Creek 	   45
  London Bridge Creek 	   23
  Long Branch Creek 	   23
  Long Creek 	  125
  Long Run 	   77
* Lovills Creek 	  129
  Lynnhaven Bay	  125
T Lynnhaven River 	  125
  Madison Creek	  117
  Maggodee Creek 	   60
  Main Fork Helton Creek 	   47
  Maple Swamp Branch 	   58
  Mares Run  	  116
T Marlboro Point 	  142
* Martin Creek 	   30
  Massaponax Creek 	   87
* Matrimony Creek 	   56
T Mattaponi River 	   93
  Motts Run	   87
  Maury River	  115
  Mayberry Creek 	   58
* Mayo Creek	   56
  Meadow Creek	   48
  Mechura River	  107
* Meherrin River	   67
  Middle Creek 	  116
  Middle Fork Holston River  ..   38
  Middle Fox Creek	   47
  Middle River 	   75
  Mill Branch 	  118
* Mill Creek	   46
  Mills Creek	   75
  Mira Fork Creek	   48
                                       153

-------
         Stream
            Stream
   Modest Creek	   67
   Monacacy River	  1^3
   Moores Creek 	  118
   Moormans River	  107
   Mountain Run	   77
   Muddy Creek	   76
   Muddy Run 	  116
 T Nansemond River 	   99
 * New River	   k5
   Ni River 	   93
   Nicely Branch 	   37
   Nicks Creek 	   38
   No Business Creek	   U5
   North Creek 	  116
   North Fork Buffalo River 	  113
   North Fork Catoctin Creek 	  1^3
   North Fork Clinch River	   30
   North Fork Holston River-	   37
   North Fork Moormans River ....  107
   North Fork Pound River 	   23
   North Fork Powell River	   30
   North Fork River 	  lM»
   North Fork Roanoke 	   6l
   North Fork Shenandoah	   7k
   North Fork South Mayo	   56
   Forth Fork Stony Creek	   
-------
        Stream
            Stream
Page
  Simpson Creek	  115
  Sinking Creek 	   37
  Skidmore Fork	   76
  Slate Creek 	   23
  Slate Lick Run 	   77
  Slate River 	  10P
* Smith Creek 	   56
  Smith Mountain Lake 	   ^C
T Smith Point 	  lU2
* Smith Ri ver 	   56
  South Anna River	   93
* South Branch Potomac River ...
  South Fork Catoctin Creek ....
  South Fork Holston River 	   39
  South Fork Moormans River ....  106
  South Fork Powell River 	   30
  South Fork Roanoke River 	   6l
  South Fork Rivanna River 	  107
  South Fork Rockfish River ....  107
  South Fork Shenandoah	   7^
* South Holston Lake	   37
* South Mayo River 	   59
  South River 	   75
  Southern Branch Elizabeth
    River	   99
  Spring Creek	   38
  Spur Branch	   U5
  St. Marys River 	  116
  Stacy Branch 	   23
  Staley Creek 	   38
  Staton Creek	  113
  Staunton Siver 	   86
  Steel Creek 	   38
* Stewarts Creek	  129
  Stock Creek 	   31
  Stony Creek 	   31
  Straight Branch 	   39
* Straight Fork 	   30
  Straight Gap 	   30
  Strait Creek 	  lUU
  Stumpy Lake 	  133
  Sugarland Run 	

  * Significant Interstate Streams
  T Tidal or streams influenced
    (wholly or in part) by tide.
  Swift Creel:	  105
  Swift Run 	  106
  Sycoline Creek 	  1^3
  Thaila Creek 	  125
  Thornton River 	   87
T Thorofare Creek	   93
  Timbertree Branch 	   37
  Tinker Creek 	   60
  Tom's Creek 	   U7
  Totier Creek 	  107
  Tract Fork 	   hj
  Tuckahoe Creek 	  106
* Tug Fork	   23
  Tuggle Creek 	   59
  Tuscarora Creek 	  1^3
  Tye River 	  113
T Upper Machodoc Creek 	  Ih2
  Valley Creek 	   39
  Walker Creek 	   ^5
  Wallers Mill Pond 	   93
  Watkins Branch 	   23
  West Fork Little River 	   U8
  West Fork Peak Creek	   If?
  Western Branch Elizabeth
    River	   99
  Western Branch Lynnhaven
    River 	  125
  White Oak Canyon Run	   87
  White Oak Run 	   87
  White Rock Creek	   U8
  Whitetap Creek 	   39
  Wilderness Creek 	   U5
  Wilderness Run	   87
  Willis River 	  107
  Wilson Creek 	  Il6
  Wilson Run	   86
* Winns Creek 	   56
  Wolf Creek 	   38
  Wolfpit Run 	   56
T Wolfsnare Creek 	  125
  Yadkin River 	  129
T York River 	   93
                                       155

-------
U.S EPA Headquarters Library
      Mail code 3404T
1200 Pennsylvania Avenue NW
   Washington, DC  20460
       202-566-0556

-------
-------
 o
 u
a
M

£
•«»>


z


to


ca






M
Dd


to
M
en
•a

fid
•o
c
<0
J^J
to
,_^

u
v
a.
to

w















B
o
•H
4-1
u

(U
•H a)
M -a:
to a
4-1 4J

,D *H
ft
>-< W
4J (U
a> a)
4-» 3
•H
TJ «
C !->
ca
(0
QJ 4-1
> 0
•H -H
a: K
4-1
M 0)
(U r-ft

4J
1— 1
to
 
3 O
Ji

TJ 
Id 1.-J
A os
g
                                                      108