River Quality Objectives

Home , Bodella, Bokiddick, Cambrose, Carnon River, Chynhale, Clerkenwater

Environmental Protection Report

RIVER QUALITY OBJECTIVES

December 1992 WQP/92/039 Author: B L Milford Water Quality Planner

NRA

C.V.M. Davies Environmental Protection Manager South West Region 5DU-. M- 0

RIVER QUALITY OBJECTIVES TECHNICAL REPORT NO- WQP/92/039 - - -- SUMMARY

River Quality Objectives (RQO's) are a statement of a rivers current and proposed uses and form a national basis for river quality management.

RQO's were assigned to all river lengths that were part of the existing routine river monitoring network and to those additional watercourses which were not part of this network but which received discharges from significant effluents. The Department of the Environment (DoE) has confirmed that existing RQO's will remain in place until they are overtaken by the setting of statutory Water Quality Objectives (WQO's). The DoE accepts that the existing system of RQO's continues to serve for the time being as a guide for investment decisions and for effluent discharge consenting purposes. In preparation for the setting of WQO's all existing RQO's have been collated and presented in map and spreadsheet format on a catchment basis. Historical inconsistencies in the original setting of RQO's have been identified and these will be the subject to further investigation and review.

B L Milford Water Quality Planner December 1992

ENVIRONMENT AGENCY

047362 L IS T OF CONTENTS

PAGE MO. 1 INTRODUCTION 1

2 RIVER QUALITY OBJECTIVES 1

3 STATUTORY WATER QUALITY OBJECTIVES 2 4 RECOMMENDATIONS 3

5 REFERENCES 4

6 APPENDICES 5 RIVER QUALITY OBJECTIVES TECHNICAL REPORT NO. WQP/92/039 1 INTRODUCTION

River Quality Objective's (RQO's) are a statement of a rivers current and proposed uses and form a national basis for river quality management. RQO's provide a system to maintain adequate river quality by the setting of long term objectives for the current and future protection of river water quality. Short term RQO's can be set along with long term RQO's so that a progressive upgrading in river quality can be achieved to an agreed timetable, (Ref. 5.1). This gives the National Rivers Authority (NRA) a basis for determining discharge consent conditions and inconjunction with effluent dischargers the planning of the investment needed to improve river quality.

RQO's also provide a control mechanism against which development proposals can be assessed. The potential impact of each development proposal on river water quality is examined to ensure that the quality standards set for each RQO would not be exceeded in the associated watercourse. Water quality protection statements can then be prepared to ensure that any development proposal would not cause or contribute to a watercourse failing to meet its assigned RQO.

This report presents the RQO's set for river reaches for the region's 32 river catchments on an individual catchment basis in both map and separate sheet format. 2 RIVER QUALITY OBJECTIVES In 1978, RQO's were assigned to all river lengths^that were part of the existing routine river monitoring network and to those additional watercourses which were not part of the routine network but which received discharges from significant effluents. Since 1978, RQO's have been set for additional watercourses, which were not assigned a RQO in the initial exercise, as a result of determining new effluent discharge consents.

The RQO's were determined using the National Water Council's (NWC) River Classification System, (Ref: 5.1), which identified river water quality as being one of five classes as shown in Table 1 below: TABLE 1 NATIONAL WATER COUNCIL - CLASSIFICATION SYSTEM

CLASS DESCRIPTION

1A Good quality IB Lesser good quality 2 Fair quality 3 Poor quality 4 Bad quality

1 For the majority of watercourses long term objectives have been identified based on the current quality adequate for the long term protection of the watercourse, (Ref 5.2), and its uses.

In a few instances short term objectives were identified based on current quality such as the River Culm from below Cullompton Sewage Treatment Works to the confluence with the River Exe. No formal long term objectives were set with agreed timetable for achievement of these long term objectives.

It was the intention that RQO's would be the subject of periodic review. In 1986 during discussions with the Department of the Environment (DoE) concerning the preparation of the 1987 Corporate Plan, the South West Water Authority (SWWA) agreed to undertake a review of the RQO's set in 1978, during 1987. Criteria for review were agreed with DoE and SWWA statutory consultative committees, (Ref 5.3). For each monitored river length where adequate quality data were available, a proposal for a reviewed RQO was made.

These reviewed and non-reviewed river lengths and their associated RQO's were consolidated in a schedule. The proposed "reviewed" RQO's were included in the Asset Management Plan prepared by SWWA, (Ref 5.4), and are included in Appendix 6.1. The proposed changes were forwarded to DoE as requested. The reviewed RQO's were not formally agreed due to the impending set up of the National Rivers Authority (NRA). The DoE decided that any review of quality objectives by the "to be formed" NRA would be associated with statutory water quality objectives.

3 STATUTORY WATER QUALITY OBJECTIVES

The Government's document which contains proposals for setting Statutory Water Quality Objectives, (WQO's), (Ref 5.5), confirms that existing RQO's will remain in place until they are overtaken by the setting of WQO's, (Appendix 6.2). The Government accepts that the existing system of RQO's continues to serve for the time being as a guide for investment decisions including the preparation of Asset Management Plan 2 by water companies for the period 1995-2000.

In developing programmes to maintain and improve river water quality it will progressively become necessary to review, and where necessary, revise individual RQO's for particular river stretches, until such time as WQO's are set for these stretches.

In preparation for the setting of Statutory Water Quality Objectives (WQO's), (Ref: 5.6), a project team has completed a review of water use for all monitored watercourses, (Ref: 5.7), (Appendix 6.3), and has consolidated all existing RQO's for these watercourses.

This report presents in map and spreadsheet format on a catchment basis all existing RQO's for the river network, see Appendix 6.4.

2 The project team identified historical inconsistencies in the setting of RQO's in terms of varying RQO's within a watercourse, differing RQO's between tributaries and receiving watercourse and unachievable RQO's. These inconsistencies are identified in the spreadsheet. This review also identified that certain watercourses linking a monitored tributary and a larger receiving watercourse were not monitored. These watercourses are identified in Appendix 6.5. 4 RECOMMENDATIONS

4.1 The reasons for the inconsistencies be clearly identified and the impact of any proposed changes be identified. Action by: Freshwater Officer Quality Regulation Officer 4.2 Unmonitored watercourses with RQO's linking monitored tributaries and receiving waters should have a monitoring point identified. Arrangements for the commencement of monitoring should take place as soon as possible particularly in those catchments for which water quality plans are to be prepared subject to resources being available and the outcome of the national monitoring review which is currently underway. Action by: Freshwater Officer

3 5 REFERENCES 5.1 National Water Council River Water Quality : the Next Stage Review of Discharge Consent Conditions, London 1977.

5.2 South West Water Authority. River Water Quality, the Next Stage. Exeter April 1979.

5.3 South West Water Authority. Review of River Quality Objectives. Report of Head of Environmental Services to Regional Recreation and Conservation Committee. September 1987.

5.4 B L Milford, South West Water Asset Management Plan. Environmental Protection: Current Objectives and Standards. Water Research Centre. Medmenham, January 1989.

5.5 Department of the Environment. River Quality. The Government's Proposals: A Consultation Paper. DoE, London, December 1992.

5.6 National Rivers Authority. Proposals for Statutory Water Quality Objectives: Report of the National Rivers Authority. (Water Quality Series No.5), NRA, Bristol, December 1991.

4 6 APPENDICES ------_

6.1 South West Water Authority - Environmental Quality Objectives and River Quality Objectives. 6.2 River Quality. The Government's Proposals - A Consultation Paper. References to River Quality objectives. 6.3 Project Team and Terms of Reference. 6.4 Catchment Maps and Schedules.

6.5 Watercourses with RQO's linking a tributary to a larger receiving watercourse and not monitored.

5 APPENDIX 6.1

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| a o o K z ir | RIVER | RIVER IfNUH | SHERRI EN/nCMtNM. gjM ZK CBJtmVES RIVER OMTK | 1 1 1 I m u m j (TunnTw. | i 1 i a i 1 1 il ri- l 1 1 1 I m 1 tts u u n c UUWT 1 SAIOTQD 1 a r a s : | ODfR 1 uvEsnxx IWUISKULN a iK N r HOCEEDl 1 1 1 1 1 QLHJTY AHsn&cnnjj FISH 1 F ia t l/QLREEC UTE| w am itc ( r a c e s TO EXE | 1 1 1 1 1 KR POTHE) 1 1 /UHTONT | (1388) | 1 1 1 1 1 s u r a | 1 j CKjWESKi 1 1 1 1 1 1 1 1 1 1 1 1 i 1 CffiHMart.. IEKXCNL LAKE |33J*E ID BCNHL U ¥E TNOKE 1 2.2 | X x 1 1 1 X I X X IB m | 1 1 ICCPSUiL (VBBlHf SDEJM |9CUCE TO VOOZff EE7CH 1 3.2 | X 1 x 1 1 X | X X IB 1A | 1 1 1 |EUM [row (30LICE TD i m UMI35 1 21.2 | X 1 X 1 1 X | X X IA 1A | | i 1 1 1 1 1 1 1 1 1 1 1 I 'm ERXK |3XKE ID ttXHHHZ VJTEH RDflSt HSM | 10.0 | X ! 1 X 1 X 1 X X 2 2 1 1 1 1 \ 1 1 1 1 t 1 * 1 * 1 |N3VY |SCU£E TO NSCkCRnS BOTCZ 1 ,4-5 | X X 1 x 1 1 X 1 X X 1 | ia»csaiff HODGE TO OTFIIHCE WTIH RIVER H2H VIA X X 1 ! i 1 U -5 | 1 x 1 i x j X 1 1 |BLHvar» FESERuam 1 1 1 1 I 1 1 1 | su ce to axn ix n cE wrm river m n 1 1 1 1 lA 1A | 1 i 1 1 I 1 1 l 1 1 1 I 1 1 1 1 la ja r a c c K |saicE to a m u K E wnn riveh hsm I 1-4 | X 1 X 1 1 X 1 X X IB IB | 1 jTJVY |UVY (SOLftE To IOVCXL UM 1 33-7 1 X x 1 X 1 1 X 1 X X 1 1 jaXRCE TO HglHTOGE 1 1 1 1 1 1 IB 1A | 1 1 Ih h ih o d z to wtrcro uuiu; 1 1 1 1 1A 1A j 1 1 jw n ra c H an z TD VEST UOIU! 1 1 t 1 IB 1A | 1 (VEST tKLUUb TO 9QU/MQL 1 1 1 1 1 1 2 1A j 1 1 ism uvm L to vnascBD 1 1 t 1 IB 1A | 1 (VASF3CTO o w n omxz 1 1 1A 1A j |[EKtt B U M TO [0RC1L DM 1 1 <:> 1 1 1 1 1 IB lX | 1 i 1 1 • i 1 1 0 1 1 1 1 1 1 iran cN B cac |S01K£ TO a m ifT C E WTIH Rival TOtf X x 1 X t 1 x I X X 1A | 1 5)2 1 1 1 1 . * ! ] 1 1 1 1 1 |wu«m |33_ic e id ow im a vara hiveh tow 1 21-5 | X x 1 X 1 ! * 1 X X 1 jsCUCE TO MOSE HODGE 1 ? 1 1 1 1 1 1A ia ! 1 1 1 : pVGPIE BnEGE TO dfFLLEKE WTH1 RIVER TW7 1 1 1 1 IB 1A< 1 1 i 1 ^ 1 1 1 1 o 1 1 1 1 1 1 1 ju ra iw |30fce td a m m a wrm river t jw 1 3-5 1 X x 1 X 1 1 X 1 X X IB 1A> | 1 i 1 I 1 i.\ 1 1 1 1 1 . 1 1 |kxnt tow sth jm |3XK£ TO (XN TlfKS WnH RIVEH U W 1 4.2 | X X 1 1 1 X 1 X X 1A Ml* | f 1 i i 1 1 1 1 1 1 1 1 IVNLAOCCK |31KE TO CrjFUECE WC1H RIVEH 1 M 1 5.4 | X x 1 x 1 X 1 X X 1A 1A 1 | 1 i 1 | 1 • i 1 1 1 i i , 1 1 |BLfN ISCLKE TD OTFIIECE WT!H RIVER T3W 1 6.0 | X x 1 x 1 X 1 X X 1A 1A j 1 i 1 1 1 f 1 1 1 1 jam C LL ERJCK |33UCE TO a m i f H S wnH RIVEH T X rt 1 -4.)} 1 X 1 1 1 1 IB HI j 1 1 1 1 1 1 1 1 1 1 1 1 1 |axiy rrocK |3XIC£ TO dMTJUENCE wnH RIVER T V l 1 4-8 | X 1 1 1 X | X X 1A JR f t 1 1 1 1 1 1 1 1 1 SOLQH VEST FECnn - ETWHXMMPL HOnEEDH lusuam cf want quhjot cm eh ves VQ3 H K m tK emhrxmxtol cjmhy cbzeitves k d river (jw jiy cancnvjs Iteynrrihle Officer : B.L. Milford

| OOOWOT | RIVER | RIVERUENHH I sdeichi EWUtWENISL QLRU3Y CBODZCVES KNEROMm 1 1 1 1 j in u m | OBJECTIVE j l | 1 1 1 i ) 1 1 1 1 1 1 1 1 1 NI 1 PESWEHC n n scr | SHKXHD | COARSE | OMR 1 UVESHXK XKulMIIlN OH5NT HOCEESj I 1 1 1 1 3M U Y H sn acn n ij FISH | n s j POKEIC UFE| VKHRDG CFOCE5 TO0CE | 1 1 1 1 1 FCR P0UH£| 1 I /aroow r j (1988) | 1 1 1 1 1 s u r a r j 1 | CKW 036 j 1 1 1 1 1 1 1 1 1 1 1 ■ ■ 1 |BOT ccnt.. |/KRH€EaOCK (3 x k e id o o fujq ce wrm river m 1 4 .5 I X x t x ! 1 x | X X 1A PR I i 1 |UW* |WW |SaiCE TO OtHESWE VEIR | 76.0 | X x 1 x 1 1 X 1 X X IB IB | i i 1 1 i 1 1 1 i I l 1 1 1 1 1 1 1 1 | (a^OCCW SIK7M |SOFCE oT CCOTUENE WHH RTVOt UWR 1 1 1 X 1 1 1 1 X 3 1 1 1 l l i 1 1 1 4 1 1 1 1 1 1 [ 1 1 1 | IPCKHMTCMJ S3EE7M |3XR£ TO CCWIIECE WUH HIVER U « f l 1 6-0 | X X 1 x 1 1 X 1 X X IB IB | 1 1 l I i 1 I 1 1 1 1 1 1 1 1 1 1 1 1 | IliUUXT iscucE to azmJENz wnH river t h w 1 5.0 | X x 1 1 X 1 X 1 X X 2 IB | I 1 1 i i 1 t 1 1 1 1 1 1 1 1 1 1 1 1 | lEWfRAL SSCM |souce td a m iE C E wrm river u n >r 1 5 .5 | X x 1 x 1 X 1 X X IB IB | I i i i i 1 1 1 1 1 I 1 1 1 1 1 1 1 ! [DKf |SOKI TO CEWIUENCE WQH RIVER UWR 1 31.4 | X x 1 x 1 1 X 1 X X 1 1 1 |3UCE TO HSHINOf 1 1 1 1 1 1 IB IB | 1 1 |TKWNCW TO THXEIIMB HOECE 1 1 1 1 1 1 1A 1A j 1 1 frram LAfc hodge to < x w u e tE wrm river m m I 1 1 i 1 1 IB 1A | 1 i i 1 i 1 1 1 1 | 1 1 i 1 1 1 1 1 1 1 I lEtmuNT vvqer |9DUCE TO aXfflUK E WDH RIVER M 1 U.O | X x 1 x 1 X 1 X X 1A 1A | i i 1 I i 1 i i 1 1 1 1 1 1 I 1 | ju K E f bock |aoKE to a x r a s c s wrm fiver tmpr 1 10.2 | X x 1 x I 1 X 1 XX IB 1A | i i 1 i i 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 |IH> | sau ce to a x ro x K S wrm river t w r i 24.0 | X x 1 x 1 t X 1 XX IB 1A | I < i i i 1 1 1 1 i 1 1 1 1 1 1 1 1 fQurncR s c a t |SCLK£ TO OWILENCE wnH HIVHt I2D 1 6 .9 | X x { x 1 X 1 X X IB IB | i i 1 i i 1 1 1 1 I I 1 1 1 1 1 1 1 i | (aflu/am sdepm (3CUKE TO a m U K E wnH a&XHEXt SOCK 1 3 .5 | X x x ! x | X X IB fR | i i 1 i i 1 1 1 1 i i 1 1 1 I ( { 1 i 1 I'DftSEL J30LFCE TO a m iD C E WTSI RIVER I2D 1 20.4 | X x 1 x 1 1 X 1 X X i 1 1 |SCUt£ TD VKEXHUL ® m £ 1 1 1 1 1 1 IB IB | 1 1 JVFKHUL TCDGE TD ajflLU C E WEffl RIVER I2D 1 1 1 1 1 1 IB IB i 1 I l t i 1 1 1 1 1 1 1 1 1 1 1 1 | |H«&2X£ VfOZR |SOJRCE CP CCOTIDENCE VOH RIVER 1HU9C1. 1 5 .5 | X x x 1 1 X 1 X X IB IB | 1 i i 1 1 I 1 1 1 1 1 1 1 1 i 1 | iBftTTCN a c a c (SOUCE TO CDFUJEKE WUH RIVER H R JH tt 1 6-2 { X x x 1 X 1 X X IB IB | i i 1 t i 1 1 1 1 i i 1 t 1 1 1 1 I 1 1 |WX7 J3CXKE TO OCNTIENCE WOT RIVER H H m 1 14-3 | X x 1 x 1 1 X 1 X X IB 1A | 1 I 1 r i 1 t 1 I 1 I 1 1 1 1 1 1 1 1 | |®0NXXD ERXK 130LBCE to a m u n n : wrm river w xf 1 6 -7 1 X x x ( X 1 X X IB ■ IB f i I i I i 1 1 1 1 1 * i I 1 1 1 1 I 1 | |BXtI£ ERXK |3CLPCE TO aXFLLE^CE WTffl StVCWXO SOCK 1 4.5 | X x x 1 X 1 X X IB r « | > I i 1 1 1 1 I 1 I 1 1 1 1 1 1 1 | |«NWD STOM I3DUCE TD (XTFILENCE WTCH RIVER WXF 1 5.5 t X x 1 x 1 1 X 1 X X IB IB | 3XJIH VEST FECTCN - EMftRXHTOBL HdHZTKK RETSISH CF VREH 9H H Y OBJECTIVES VQ3 wt:ivn-n fWiKTnrnri, (j m j i y celtctives « b river q im jiy cbethves IteripTvrihlo officer : B.L. Milford

I aanffKr | river | RIVER IfKHH | SKETCH | ErwnoMMM. g n m c e m iw s RIVEH QLMI3Y | 1 1 1 | m em | CBJEEXIVE | 1I 1i 1 i i i 1 1 i i 1 1 1 1 m 1 AESDEEIC anscr | swcnid | COARSE | OHS | uvEsrooc nsuGsrnw OKSUT HCKEED| 1 1 1 1 1 Q X JT l ABSTOCTKNl FISH j FISH lAXFOCUFEI WUUUKj CF OCE5 TO OCE j 1 1 1 1 1 FCR fOB£E£> j /tEOtJWT | (1988) | 1 1 1 a m | | (K3VQ96 j 1 1 1 1 1 1 I 1 1 1 1 1 1 fOTWl a n t .. |IfW |scuce id am m o: wrm rives isd 1 13.1 | X x i x 1 1 X 1 X X 1 |33J£E TD CCMIHW I 1 1 IB 1A | ICCHIKK TD S tfU D Q WEIH HIVOl LZD 1 1 1 1 1 IB IB , 1 i i 1 i i 1 1 I 1 1 1 I 1 I | a » B » sdspm |SXK£ TD (XXCTXJB3X wnH RIVEH IfW ! 4.1 1 X x 1 x 1 X 1 X X IB PR j i i i ■ 1 1 1 i i 1 I 1 1 1 1 |KDCEY (SOUKS ID aXTIUKX van RIVER UWB 1 16.4 1 X X 1 x 1 1 X 1 X X IB 1A | | i i 1 1 1 1 1 J 1 1 1 1 1 1 | |TJU37FE SDEMt |SOWCE ID amUENCE wnH BXVQl lOEEf 1 3.5 | X 1 x I 1 X 1 X X IB Ml | I i 1 I i 1 1 1 1 1 1 1 1 1 1 I 1 I |arex |S01ICE ID CrmifNCE wnn ravm b w r 1 20-2 1 X X 1 x i 1 X 1 X X 1 1 jsareE TO A3MLL SUICE 1 1 1 1 1 1A IA | i 1 [ASMIL HOEGE TO dOTIECE WDM HIVER TMMl 1 1 1 IB IB | i i | i i 1 1 1 1 i 1 1 1 1 1 1 1 | iHaKTOVKHH iscucE to arciiJEKE wrm riveh ewer 1 5.4 | X X 1 x 1 1 X 1 X X IB IB | | I i i i 1 1 1 1 1 i 1 1 1 i 1 {armor |s o k e td a m m a wnn riveh *im* r 1 29.4 | X X 1 x j 1 I i |SGUCE ID QtKKUff VHEH FUTnr. I ! 1 1 1 IB 1A | 1 1 jcNNimff vpoxh sm xc to ttUEgacmi eeoh£ 1 1 1 1 1 IB IB | 1 1 [Mmscnrr ootge to om tidee wnH riveh uw r 1 1 1 1 1 IB 1A I, I i i i i 1 1 1 i i i 1 1 1 1 1 I iHXJ&uuuz vmsi | SOURCE TO aJFUITrE WTJH KIVEH GtnXHST 1 6.6 | X X 1 x I t X 1 X X IB IB | I ■ i 1 1 1 1 1 1 1 i i 1 I lauxsmrvfasi |SCUC£ TO (nflUEKX WTIH RIVEH OIETO 1 9-8 1 X X 1 x 1 X 1 X X IB IB | I I i 1 1 1 I 1 1 1 1 1 1 1 1 I lawcKiHr m m t | scu ts to ocw iibee wnH Rivm armor ! 5.5 I X X 1 x 1 1 X 1 X X IB NR | I 1 | 1 1 1 i 1 1 1 1 1 f 1 | inaarcTCLL ssst k |SDUVX ID COTILEMCE VCOH RIVES 0XHR7 1 5.3 | X X 1 x i 1 X t X X IB Ml | i i 1 i ■ 1 1 1 1 1 1 1 1 j |TNA VWHH1 |SDLKE TD dMILENCE WISH RIVER IMHt 1 9-1 1 X X 1 X 1 1 X 1 X X IB IB | 1 I 1 1 1 1 i 1 1 1 | |IA5VLBKE. |srtce to o t fiid c e wnH river i m h 1 4.8 | X X 1 X 1 1 X 1 X X IB IB | i i i i 1 1 1 1 1 1 I Je w |3XFCE TD (TOTXENCE WCM RIVER TNtfR | 12.0 | X X 1 x 1 X 1 X X IB IB | 1 i i 1 1 I 1 1 1 1 1 j jDESl \3JJPCE TD am iE N X WOT RIVER TOTft 1 15.8 | X x x i 1 X 1 X X IB IB | 1 i i 1 1 1 I 1 1 1 1 \(JJIS SBSm I MILL |30UCE TD am UEnCE WOT riveh i e h 1 3.5 | X X 1 x i I X ) X X |3CUCE TO CEEOTIEN S.T.W. 1 ! 1 1 1 IB IB | 1 1 jn r o n m s .t .w. to o n m c: wrm riveh ceer 1 1 1 2 IB | I I i i i I 1 1 1 i 1 1 1 1 1 1 j iDUGEtfU: ERXK is a r c i; to gctfiunce wrm ra re Mm. shew 1 5.0 | X x 1 x 1 | X 1 X X IB m | 90LHH VtST FEOCN - EtMKMtHM. £R3m KN fBj HSER cp v n s i qumhy c bx e h v e s WQDJSEESER QWIH3WNM. QUMJ3Y CBJEOTVES PtD RIVER QIMJIY CBJH-T1VES rtepjuibla Officer : B.L. Milford

1 OTOftOT | RZVQl | bzveh l e k h h | SKETCH DOTHNfNISL QLWJIY OBJECTIVES RlVfR QUBUTSf I 1 1 | i m n H CRMTtVE i 1 1 i 1 t 1 1 i ___ i i 1 1 1 1 tfsncne m w . T | SNKZOD | CENSE I ascR | UWSTOCK n&UUCQEN QUTCOT|HGKEiS| 1 1 1 j qiPiLh y fflsnvcnm| FISH j FX91 P O K H C USE] VKSHQG c p acre | TDDCE 1 1 1 1 1 R E FCZNXEl 1 | /TETOOWr 1 1 (1968) | 1 1 1 1 s i m | 1 j OGHJESTG j 1 1 1 1 1 1 1 I 1 1 1 1 i [ K W Y ccnt.. 1 [ HSURfL i m t m : ID ’□IH< i j m t e | 3.7 X 1 x 1 1 X 1 X X IB 1 1A | 1 i 1 | ■ 1 1 i i 1 1 J 1 1 1 1 1 1 1 (r u t pill JSXKE TD i m UMDS 1 7-3 X 1 x 1 1 X 1 X X IB 1 W I 1 i i 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 |HiKiLRrwra (SOURCE TO TEAL un n s | 8.7' X 1 x t 1 X 1 X X IB 1 W I t 1 i 1 1 1 1 ■ ■ I i 1 1 1 1 1 1 1 1 1 jSCLPCE TD HEAL LOTIS | 8.2 X 1 x 1 1 X 1 X X lfi 1 I 1 1 i i i 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 1 laranwKwniR |SOKE TD dl f l J B Q WITH RIVER FCVEf j 9.0 X x 1 x 1 1 X 1 X X IB I PR I 1 i I t 1 1 1 1 ■ ■ 1 i 1 1 1 1 1 ! 1 1 1 |V*MHX3W HIVEH |3xrce td a x r u m x wr m fovea rcwy | 12.6 X x 1 x 1 1 X 1 X X IB 1 1A | I I i i 1 1 I 1 1 i 1 I l 1 1 1 1 1 1 1 1 |ST ME T KlVUl |s u c e t o am i B C E ; w e m river rcres v i a axiiKro i m e | 13.6 X X 1 x 1 1 X 1 X X IB 1 1A | 1 I i i 1 1 1 i i 1 1 l 1 1 I 1 1 1 1 1 Ih u b n t sn c m I source t o amracE wrm r iver racr | 6.0 X x 1 x 1 1 X 1 X X IB 1 IB | 1 i i i 1 1 ■ i 1 < ) 1 1 1 1 1 1 1 1 jsjHaaac s w j m [s o u c e t d cnfUJBtE wrm river raer v i a s t b u ® c k iake 1 4.2 X x 1 x 1 t x 1 X X IB 1 1A | 1 ■ 1 1 JEW lEKlKIVHl |SOUtE TD EPR ffiPCH | 14.5 X 1 1 X 1 X 1 X X 1 1 » 1 |3XKZ TD HUHR fOWIW 1 1 1 1 1 2 1 IB | 1 1 |HB3Hl M2 W X W TO EMt HJCH 1 1 1 1 1 2 i 2 i i 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 {rorarooH sucm | s u a t o a w u m : w t i h s >r h ivir 1 X 1 1 1 X 1 X X IB | I i I 1 1 1 1 1 HI 1 1 i i 1 1 1 1 1 1 1 1 |BCKHDKX STORM |9c lrce t o antuBxx wrm epr river | 6.0 „ X 1 X 1 1 X 1 X X IB 1 IB | I | i 1 i 1I 1 1 1 1 1 1 1 1 '' 1 (IOGEWQH snptt |«nnrg TO {QFIIINCE VinH EPR h xver | 3.0 X 1 1 1 1 X 2 1 m 1 I 1 ' 1 1 1 1 1 1 1 1 1 0 1 1 1 \ I 1 1 |CH®XS STOBVf |3XRE TO aMTLECE WHH EAR RUSH 1 X \ 1 X 2 | 1 1 I I t 1 t1 1t 1 m 1 1 1 1 1 I 1 1 1 i i 1 IHHXXSAEKTK |SOU£E ID CENTIECE VfflH EMI FUVER 1 V X 1 1 ,, X 2 1 w 1 1 l 1 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 fTSEVQS&N BOCK (SDiicE t d amiocE wrm e pr rives 1 X 1 X X IB 1 I I i I 1 1 1 1 1 l* 1 1 i 1 1 1 1 1 i i 1 Ioanns s e e m |3XRCE TO QflUCTJ S X H | 5.8 I X 1 1 X 1 X 1 XX 2 I i I i i 1 1 2 i t 1 1 1 1 I i i Ik x v e i a srra^M 1 |3XECE TD aX F U E K Z WE M S*IX RIVEH 1 2.0 •: X 1 1 1 1 XX i 3 I I1 1 |ST. /-LSTELL |ST. PIEJHL. RIVEH Isclfce t d r o m r n bejch | 10.8 X 1 1 X 1 X 1 XX 2 1 i 1 1 1 i * i 1 i I 1 1 1 1 I 1 ! 1 |rcmrnn sron |3o p c e t o ac m i m i wrm sr. ajEHiL riveh t 4.2 X I 1 X 1 X 1 X X 2 1 IB 1 1 1 1 1 1 1 1 I 1 1 SCUm VEST HOCN - QWIKNOHNj HCUXZEKU HOSIER CF VRH21 Q2LXH CBJBCHUES ttQojeasm EIWDUMNttL QIW JK CBLTCHVE5 JOT RIVER QtMHY CBJEOTW5 Re^ensihLe Officer : B.L. Milford

| QQOMNT | RIVER | RIVQl EfXOH | SSC 3t3!| EXWHCNCNISL QLMHY CEUEEQVES RIVER q®U3Y | 1 1 ! | LQtHH | C a m i V E I 1 1 1 I 1------1 1 1 1 1 | •AESUEFIC □ B E E T SMM3HD | CEPRSE | GOKR | IIW M 1 K X iiTOGKERU OHQZr|HCKEED| 1 1 1 1 1 0 U K JIY A BS3FXH CH FTSH | FISH [A JH E IC UFG| W tH R D C OP 0 1 X 5 | t o h e | 1 1 1 1 1 K R BOBNXE | | /nroowr | I (1988) I 1 1 1 1 1 a s m j j OGMTTC I i 1 1 1 1 1 1 1 t 1 1 1 ■I |ST A 'T H L O T t|® U ER S IIO M Is c u c e t o c o t t o n s H m sr. «jsn x l r iv e r 1 2 . 0 | X 1 1 1 X 2 2 I 1 ja*SnL (fEWGISSBf SUIJM (30H E ID MWGESSEf WJTOF 1 7 . 0 | X 1 1 X 1 XX IB 1A j 1 1 1 1 1 1 1 1 1 1 I leeways snow | SOURCE TD FOEOHIIIEZ CWE 1 1 3 .0 | X X | 1 X 1 XX 1A 1A | i i | i i i i 1 1 1 1 1 1 1 | (K M S VOTER |3XBCE ID aXTOJETCE WHH CMWNE SKEW 1 5 . 0 | X X | 1 X 1 XX IB NR | 1 jaoAsraL jiamcxiMO sncm (3DUCE TO KKM ILM ® 8EJCH 1 6 - 0 | X X 1 1 X 1 XX IB m | i i 1 i i i I 1 1 1 I 1 1 1 | | a W E S E W » 1 |3XK£ TO EQDCWR HWH 1 4 . 0 | X X 1 1 X 1 XX IB IB | 1 1 1 I t 1 1 1 f I 1 1 1 1 | r n o a a s s b e t m | scu ts io o c c t ih n c e w nH o w e s t o w 1 1 - 7 1 X X t 1 X 1 XX IB t R { 1 |fN j |f h . JSCLItE TO RAI1W BRUCE, HOWEX 1 U - 2 | X x 1 1 X 1 XX | 1 1 IBWUKf B 0IX £r KEZNKX TO CRWOIN) ERHXS 1 6 - 7 | X 1 X 1 1 I 1 1 law faiD annz t o t e a l l i m e s 1 9 - 0 1 X X 1 t X I XX I (3X BC E TD FEHW B O IIX 1 I 1 1 1 1 1 IB IB 1 |H3ZW SOHX TO (3W R1H ) tKiUZ 1 1 1 1 1 1 1 2 2 j 1 1 lam cuo Rnz£ t o t e a l L m n s 1 1 1 1 1 IB IB | i i i i l l 1 1 1 1 1 1 1 i ICWTTRA 3H S2M |3XflCE TO a m iB X S VdH kiVtH FTsL 1 8 - 1 1 X 1 X 1 1 X 2 2 1 1 i 1 1 1 1 1 1 1 i i J | |azra snow ISCUCE TO OXFOBXE HUH GWDCFA S T O W 1 3 . 5 | X 1 X 1 1 X IB r » 1 1 (FEPauL imanL r iv e r |SCUtE TO TEAL LM 3S 1 5 . 5 | X X 1 1 X 1 X X 1A 1A | 1 |TESnUQ« IHSSIZII^N RIVER |9CUtE TO TPESHL17N DHTKE 1 U - 2 I X X 1 1 X 1 XX IB I B | I 1 [TBESHIUN INUHE TO TEW , UMT1S 1 0 . 7 | X X 1 | X 1 XX IB IB | 1 1 1 I i 1 1 1 1 1 I 1 1 1 | f J P B R H A SH O W |9XK E TO TORffXZA INTAKE 1 6 - 7 | X X x 1 1 X 1 X X 1A 1A | 1 1 j1ia-.wri A HUME TO frw m gw g WT3H HC53IU3N RIVER 1 2 .2 | X x 1 i x i X X 1A 1A | 1 1 1 i i J r 1 f 1 1 1 I 1 | |KESHE SH57M | SOURCE TO O O TTO M I WEM TH5H2I&N RIVER 1 9 . 6 | X x 1 1 X 1 XX IB IB | 1 1 t 1 1 ) 1 1 1 1 1 1 | fTH>crc»E srraMi |SDUKZ TO I H f l U N X WTIH TFESHLCW RIVER I 3 .4 { X x 1 1 X 1 X X IB t a | 1 1 1 I i 1 1 1 1 1 1 1 1 1 1 lauancN sirom |3XKZ TO C Q ftlB a WCIH TTOSHUSN RIVER 1 7 . 0 | X x 1 1 X 1 X X IB . I B 1 1 |KD**N ]KEM>«N |3CLRCE ID TIERL LXMTIS 1 3 - 0 | X x 1 1 X 1 XX IB IB | I 1 1 1 1 1 1 1 1 1 1 1 | |B0QXLIA SUCW |3XRCE ID CETFUEEE WdH RIVER KQWiN 1 3 .S | X x 1 1 X 1 XX IB r * | s o w n v e s t tuncN - EwntmNM. H anm m PHSTgnu CF VKHS OUMJIY CBSm VES v q p ja n sn s BM H 39fN IN j QUMJ3Y CEJH33VES r t D RIVES QLWTIY CBH3IVE5 tepcnaihLe Officer : B.L. KLLfozd

I c n r o f f » r | RIVES I r iv es L on m | S3S£KH| E i r a m E m Q & u m c b je o tv e s RIVES QUHUY | 1 1 1 | IJIO H | CBlEdXVE | 1 1 1 1 1------1 1 1 1 1 V* I a e s h e h c I1IBHT 1 SMK7DD | O TKE | CBHES | LIVESTOCK UTOGKCOOT aH*nr|FKrcsx>| 1 1 1 1 1 g JU T Y *esispcncN| nai | Fiai jjgstnx: upcj VRQKQG c r a a s j TD OCE | 1 1 1 1 1 KK raiSH£| | j /aroma1 | I (1368) | 1 1 1 1 1 SHOT 1 j | OI9NQG | 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 (AUfN |AU£H |SDUFCE TD HEAL UMTS 1 8 .9 I X X I X 1 1 X 1 X XIB 1A | 1 | t I i 1 1 1 1 1 ( 1 1 1 I 1 1 1 1 1 I'DUiHJ? SB87M | 90K E TD a m i f H Z WITH RIVES PUSH J 6 .9 | X X 1 X 1 1 x 1 X X IB HI | I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 |NDKTS SB53M [so iicE id a m u E ic E wnH hives m a t 1 2 .5 | X X 1 X t 1 x 1 X X lA w 1 i ■ 1 1 1 |CMiNKK S3K2M |3XPCE ID TZLAL UMEE5 1 1 X 1 X 1 1 X | X XIB 1A | I I 1 1 1 iK srat. | K m [3CUCE TD KBNPL INDIES 1 7 .9 ) X X 1 X 1 t X 1 X X 1 1 i |1©*»L INnSKES ID TECAL UNITS I 4 .1 | X 1 X 1 1 x | X X 1 1 i \SOMCE TD PCKSNXm OUJGHC sm ncN 1 1 1 1 1 1 1A 1A | 1 i |KJS*OOIH (SLGHC SBtEltN ID HEAL UTQTS 1 1 1 1 ! 1 IB ^ | i i 1 i i 1 \ 1 1 1 I I 1 |Sm HI»C KTVEE |93jbce t d c o m m a s , wrm rives khw l 1 5 ,8 | X X 1 X 1 1 X 1 X X lA m j i • i i |OWCH |CP»£N RIVES |3CLKE TO HEAL L2MTS 1 9 .3 | X 1 1 1 1 X 3 3 | Ii J----- Ii icraaacreN s {fd c R s n o n (30UCE TO HEAL LMSS 1 2 .1 | X 1 I 1 X | X X 1A 1A | | (F3L) 1 1 1 i 1 1 f 1 1 1 IIOT5M RIVES |9CUCE TO TECALUm s I 7 .7 | X 1 X 1 1 X 1 X X IB HI | 1 ICZASQL |9>NICCL SSBM | S lItE ID HEAL HMDS 1 2 .7 | X 1 1 1 X 1 X X IB IB | 1 1 1 1 I 1 1 1 j 1 1 (JWMCR1H s o o n |3XTCE TD HEAL UW3S 1 4 .6 1 X 1 1 1 X t X X IB IB | 1 i |»x k t o |pckih mas, srrawt |3HCE TD HEAL UMH5 1 4 .4 I X 1 X 1 1 X 1 X X IB lA | Ji 1 1 1 |1 1 1 1 1 l1 1 rSSM!NX |9CUCE TD m UMEES 1 1*5 | X 1 1 1 X 1 X XIB IB | i |1 1i 1 I 1 1 1 I I 1 |I£SIBAIIES HIVES |3XICE TO HEAL I M B 1 7 .0 | X X X 1A | i | 1 1 X 1 1 X 1 IB i 1 1 1 1 1 1 1 1 I 1 lawBias SnraM (SCtfiCS TD amUENCE Wt3H IfSIRAIMS riv es 1 4 .6 | X 1 X 1 X XIB IB | j i 1 1 1 i 1 t 1 1 1 1 1 1 1 |OBX RIVES |3CUCE TO TON. UHHS 1 8 .2 | X ! X 1 1 x ! X X IB lA | i I 1 1 1 1 1 1 1 I 1 1 Jtctkw cro ss s u c m |3XRCE TD aCMTLEKCE WHH OQK RIVES I 3 .5 | X 1 X 1 1 X 1 X X IB HI | i 1 i I 1 1 1 1 1 1 1 1 |«ZKH) RIVER |3XKE TD TttM. UMnS 1 5 .9 | X 1 X 1 1 X 1 X X IB 1A | i 1 1 1 1 1 1 1 1 1 1 |BOGEVE?R HMS |90LKS TO TEAL LTMTES 1 1 X 1 X 1 1 X 1 X X IB 1A | 1 1 1 1 1 1 \ 1 1 1 S0U1H VEST FBjHW - OWHH€NIH> h c q e c h c n Wiisn-H cf vkbr o w n ? c bseh v es vQorensQB ETWHJWNDNL (JAU3Y CBJHCTIVES FIVE* QLHJ2Y CRJEEIIVES nnf^ogiblft Officer : B.L. Milford

| (M O U N T | RIVER 1 HivBt umm | S m K K H | ElW IKlfO m L qUHUY C83H3TWS RIVER QUUffir 1 I 1 1 | m a m | CBJEXZTIVE 1 1 1 1 1 1- 1 1 1 1 m 1 M sn em c □ M E T | SNKHiD | (OTS | anst | uvtyiULX IH U U K m H aRENrlERXDSEcj 1 1 1 ! 1 a m i Y A B sn o o im i FISH | FISH pgLKTC UFE| VKffiRHC CP OCXS | TO DOE j 1 1 1 1 I ICR KJUH£| j | /tU B C P N T | | (19881 1 1 1 1 1 1 a s r o r j | | O C N O S G j 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 l I 1 1 1 1 1 1 t i 1 1 (CEftSM. aent. iTSEUKam srrem |30LBCE TO m RL LDUTS 1 7.1 I X 1 X | i * i XX IB 1 r a 1 1 i 1 i i I 1 i | 1 i 1 1 1 1 1 i i 1 1 1 IKOOTON SBBM |axxcE i d ootiu ke wrra ueumxh s b b h 1 4.0 I X 1 X 1 i K i XX 1A 1 I * 1 1 1 ■ 1 1 | | I I 1 1 i 1 1 1 1 i i 1 1 1 launm fi accr [SOURCE ID QflWtXXR 1 6 .0 1 X 1 X | i x i XX lA 1 1A | 1 i 1 ■ i ■ t ■ i • i 1 i 1 1 1 1 1 i i 1 1 1 iLMfOGW HIVER |9DUCE TD BDGkQIHt 1 4 .1 | X x 1 1 i * i XX 1A 1 I * 1 1 1 iBOGwnsw t o v m r o r o n 1 2.6 I X 1 X | i x i X X 1A 1 1A j 1 1 i i i | ■ ■ i ■ i 1 1 l 1 1 1 1 i i 1 1 1 |tO U N IOVEK |90UTCE TO IO U N H 9SCW 1 12.0 | X 1 x 1 i x i XX I 1 1 1 | SOURCE TO aCMEL HmjCZ 1 1 1 1 t i IB 1 IB | 1 1 jsKntn. sm zz to b x o s a o n s 1 1 1 1 i i 1A 1A j 1 1 | BURE'S EHJIEE TO PO UR WFBDUR 1 1 1 1 i i IB | IB j 1 1 1 ■ i 1 1 i i I fl \ 1 1 1 1 1 1 i i 1 1 1 |SWOHD ERXK (SOURCE TD LHiyr FEHMUR 1 3 .0 j X 1 I i i 1 1 1 1 I i i 1 1 i i 1 1 1 1 1 l 1 i i 1 1 1 |LHCRJ\ S IJS 7 « la X K E TO UKXtSV OWE 1 6 .1 | X I X 1 i * i XX lA 1 lA | 1 | 1 I ■ i 1 | 1 1 1 1 1 1 1 i i 1 i lIC R S T O W 1 |3cuce to am m cE wnm lw o tr sesjm | 6 .0 | X 1 X 1 1 X I X X lA 1 1 | I ■ ■ i I I 1 1 | 1 1 1 i 1 1 1 1 1 1 1 1 1 i r a n a s h o c k [s o k e t o cnrum z wm u k i t a s d b m 1 2.4 | X 1 X I X X 1A 1 i i i i 1 1 X 1 1 t * 1 1 i l 1 1 1 1 t I i i | r o m a n s e e m 1 ISOKZTO fOTOJBH (DUG 1 6-0 1 X 1 X 1 1 X 1 XX IB 1 1A | 1 i I | » 1 1 ■ i ) I 1 1 1 1 1 1 1 1 1 1 rirasm L STOW |3 0 K E TO KHM LETEEN 1 5.0 | X 1 x 1 | X 1 XX lA 1 1A { 1 i 1 | > 1 I 1 1 i 1 i 1 1 1 i 1 I 1 1 I 1 [SlVO t SIFEJM |S O K E TD FENEUR CDUE J 2 .7 | X 1 X 1 1 X 1 X X 1A 1 1A | 1 V \ jffio a z |H K n £ |9CUCE TO BDMR HOHE I s .o ( X 1 X 1 1 X 1 X X | | i 1 E R m Z TO F£IBBLB 1 4 .9 | X 1 1 I 1 X I | i |FEZt£BL5 TD THRL LM 3S 1 4 .5 | X x 1 x i i x i X X | | i I ISORZ TD BDKH BRUCE I 1 1 1 t 1 IB 1 IB | i 1 |b d ** r a o D Z t o o x c u h in a m x z 1 I 1 1 1 1 3 1 3 | i 1 ja a r u H iN w w j l to ten - umhs 1 1 1 1 1 1 IB | IB | i I i i i i I i 1 I I 1 1 1 1 I 1 1 |M^EE SD^AM i I30LECE TO CCWUIJJCE WTIH RIVEH IM S ESHPTO 1 4.1 | X 1 X 1 1 X 1 X X IB 1 IB | i | 1 I i i 1 1 1 1 1 i 1 1 i fBQGKKZf SHGH (SOKE TO O W U DtE WHH RIVER WtflE 1 3.9 | X x 1 i 1 X 1 X X IB 1 M l I i | I i i i 1 1 1 1 1 i 1 1 1 1 t IM HLIC C L SHEW (SOJRCE TD (XTFIUNCE WITH RIVEB H?uXE 1 3.8 | X I x i | X t X X IB 1 IB | i 1 1 1 1 1 i 1 1 1 1 scum vest i &c ic n - q w u q m h u l H o n n n m M-liU-nm CP VRIES QLWJ3Y CBJhU'lVES WQO FEQSSH EWIKWDOSL QLPiLHY CB3BHTVE5 /H ) RIVES QJKJTl CBJUOlVES Rsspnsible Officer : B.L. Milford

1 OOOKNT 1 RIVER 1 RIVEH IQ d H | sra rcH i QWHCNfXlIMj QUMHY CB3ECTVIS RTVEHQUMllY | 1 1 1 | UENHH j c b e t t iv e | 1 1 1 1 1------J 1 1 1 1 1 A E sn en c n o s e r | s u c k i d | 1 1 ■ i I I I 1 1 1 1 1 1 1 1 | [IBM 3TOEPM (source i d (rm m cE wrm rosMcsnff s d e jm 1 3 .1 | X X 1 x 1 1 * | X X IB IB | i i [aaRsui, (KRwaoH sirem |3XHCE ID RXmSTOH s n o w 1 8 -0 | X X 3 3 | 1 1 i 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I (rautnH s it b w |3DLFCE TD aXFLiO CE WTIH KKUTOH SHOW 1 5 .9 | X 1 1 1 1 X IS I® | 1 1 1 1 | 1 1 | | 1 1 1 1 1 1 1 1 I i | |NHA S3SOM 13X FC E TO awHENCE WHH RZRHH S39SH 1 2 .5 | X 1 1 1 1 X IB m | I I i i i V 1 I I i 1 1 1 1 1 1 1 1 1 1 | | a m s : s h e w 13 JJF C E TD CCmilNX wrm 1 1-6 I 1 1 1 1 X IB FR | i i I i i 1 1 1 | i i 1 1 1 1 1 1 1 1 | |KKXH3riPK S3EEPM \ 3 0 X E TO KRUfflMW BKH 1 5 .0 | 1 X 1 1 * | X X IB IB | j 1 1 1 i 1 1 i i 1 1 1 1 1 1 1 1 I 1 | [MXNT HSVPE T IU 3 J& K I |31KE ID am ilN CC ViTTH KKHWN SHOM | 2 .6 | X 1 1 1 1 IB m | 1 1 i > 1 1 i 1 1 1 1 1 I 1 1 1 1 | |ST A 3 *5 S3M3W \3JJBCE TD mUNlWJCE CDJE 1 !•& 1 X 1 x | 1 x 1 X X IB IB | 1 1 1 I i 1 | 1 1 1 1 1 1 1 1 1 1 | |T£SMifiS s n c m la m a ; to t t o s o t o o : cdve 1 4 .2 } X 1 X 1 1 x 1 X X IB n t | 1 1 i i i 1 1 1 1 i 1 1 1 1 1 1 1 | |PQ®APCKIH SISEPM |3CIHE TD FBTOPFCRIH SEM I 1 7 .5 | X 1 X 1 1 x 1 X X 1A 1A | 1 1 I l i 1 I | | 1 1 \ 1 1 1 1 1 1 1 1 |BxmzY sncw | SCURCE TO CUflLENZ WQH KRW IOOH STO M 1 8 .0 1 X 1 * 1 1 x 1 X X lA LA | i i 1 i i 1 i i 1 1 1 1 1 i i I | [HTWKIHA SDSJM [9GLKX TO a jT L U D X T WTO! BXIN3Y SIEDtt 1 4 .8 | X 1 x | i x i X X 1A Ml | 1 1 i 1 1 1 1 1 1 1 1 i i | IttXiVHX SHEV1 |SOLFCE TD UXiVELL BEJCH 1 9 .0 | X 1 X 1 i * i X X 1A 1A | 1 1 1 i i 1 1 i i 1 1 1 I 1 1 1 i i 1 1 e n s ^ a E s h e w [SCLRX TD 1NDKE 1 3 .3 | X x 1 1 i x i X X 1A » 1 ------1 3QUIH VEST HCTCN - E W H O T O D Jt. H tH JEEIEN miT-STFK CF VfQ&t QUMJT5f CRIFXTIVES VQ3 Hn^mm m m a r B S B L. qlw tiy cbjeehves t n > rtvqi own* cbxitives ~ 1 Iteep au ib le O fficer : B.L. Milford

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( c m . |CML 1 | SOURCE TD TTTM, UMEB I 33-7 | X 1 X 1 1 x 1 X X 1 |3C1K£ TD GPM BUHE 1 1 1 1 1 1 IB 1 . IB | 1 ja w a a m to vem c sd pru ts: 1 I 1 1 1 1 IB 1 1A 1 1 fvEiKH ) s u m : to TrossFSEn1 am cE 1 1 1 1 1 1 IB 1 IB j 1 ITHSSBFETT BRTDCZ TD fflLM D SODZ 1 1 1 1 t 1 1A 1 1A j 1 |f5UJ5M3 B?mfT TO TIEftL LIM3S 1 1 1 1 1 1 IB 1 IB j

I SCUM VEST BEGUM - aM K M O T O L MUIECXDJ1 PB2 s m t cr vfont gu H m cbhiives VQDJDLiLxltit QWnmtJOBL QtMJIY CB3HTIVE3 HE> RIVER O M JIY CBTCITVES npym ihla OCtLuar : B.L. Milford

| OOOMOT | HNHl | rives m o m | SHCTCH| ENWKwtrasL gtw jTr c bictiv es Krasa&unr | 1 1 1 | LQGIH | CBJUJIVE 1 I 1 1 1 1------1 1 1 i 1 ^ | AEsnenc DEECr 1 S4JOHD | cense | a u ra | uvEsmcx HKISOJCH CUMNr|HUUlD| 1 1 1 1 1 QIWXIY AEfcUVAL13W| FEU j PTSI PQJU2C UFE| w an to c OF OCXS | TO CEE j 1 1 1 1 1 RRK7D«£| | j /CQOTPNT | I (1988) 1 1 1 1 1 1 SJKUf | | j CRjHUStG j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I 1 1 1 1 1 1 1 1 1 1 1 1 |KIE»M STHOM jSDLRZE ID O lfD IK I WTIH JWXB SHEW 1 6.0 | X 1 X 1 1 X 1 X X 18 1 re 1 1 | i ■ i I ] 1 1 ■ i J 1 1 1 1 1 1 1 1 1 1 1 (HUE OWL pEETO BUS 1 3.0 | X 1 X I 1 X 1 X X IB 1 IB { ■ 1I 1 icoasiAL |GDCNE VALLEY SES2M |3CUCE TO DUCKK2X 1 7.8 | X 1 X 1 1 X 1 X X IB 1 1A | i i i i i 1 1 I 1 1 1 1 1 1 1 i i i (Mniccr worn I source id MTTimc hbot 1 5.0 | X J X 1 1 X 1 X X IB 1 W 1 i i 1 i t I I 4 I I i I i 1 1 I I 1 1 1 1 1 i P-WOCN WDSS |SXI£E TO VWBOJ KX71H 1 4.0 | X 1 X | 1 X 1 XX IB 1 I i 1 i l i 1 i 1 1 f I 1 1 1 1 1 1 1 1 1 1 1 i (THE TDtA |SORCE TO UCTY HZ£ 1 2.4 | X 1 X I 1 X 1 XX IB 1 I® 1 j I 1 ■ i 1 i 1 1 I 1 I 1 1 \ 1 1 1 1 1 1 1 i |MWSU*DWnR {90UCE ID fflGLttt) KUIH 1 5.8 | X 1 X | 1 X 1 XX IB 1 M 1 i I i ■ i I 1 1 I l 1 I 1 1 1 1 1 1 i i i [VCiJME SUCM |SCU£E ID VGXXfEE fOJQH 1 7.0 | X I 1 X 1 X X IB t I 1 I ■ 1 X 1 i * i i ( 1 1 1 1 1 i i i i i |UPC HOCK taUCE ID S H E 'S KHL KUffl 1 5.0 | X 1 X | I X X IB i 1 I i i 1 | X 1 1 re 1 1 1 1 1 1 1 1 1 1 i i i (AEBEf RIVER |3XRX TO TEAL UMEB t 9.6 | X 1 X 1 1 X 1 XX IB 1 HI t i ■ i 1 Ciuvnia: 1’IU UIIZ [33JRCE ID 'UUUNJILN 1 74.9 | X X 1 X 1 1 X 1 XX IB 1 1A 1 1 1 to t ii»l im n s 1 6.2 | X 1 X 1 i x j XX IB 1 uv 1 i | 1 i i 1 1 I | i 1 1 I 1 1 1 1 1 1 1 1 |HD |3DUBCE TO VHD HONE 1 12.5 | X x 1 x 1 I X 1 X X 1A 1 I * 1 1 I |YBO HOWE TO TUN, L2MTE 1 1-0 1 ' X 1 x 1 1 X j X X 1A 1 LA 1 i I i ■ i i 1 1 1 1 1 I i 1 I 1 I 1 1 1 1 1 1 I |DLNIZ (30LBCE 1X3 CCHTIHCE HTH1 RIVER *HJ 1 9.0 | X X 1 X 1 1 X 1 X X 1A 1 lA | i I 1 i i 1 1 1 I | i 1 1 1 1 1 1 1 1 1 1 1 |LS0H»C VTOSR |axK£ td a t r a x ix z vam river a *a z I 5.4 | X X 1 X 1 1 X 1 X X IB 1 1A | i i t i i l I 1 1 1 1 1 1 1 1 jliWOTEE |SDLKI ID am iJD C E WOT RIVES TCHtmZ 1 7.4 | X 1 X 1 1 X I X X IB 1 re 1 i 1 1 i i 1 1 1 I i 1 1 1 1 1 1 1 1 1 1 1 iw m o s i sock (SOKE ID (UFOQEE WHH RIVES ICHnZXX 1 io.o ( X i 1 1 X I x 1 1 X 1 X X IB 1 re | i 1 1 I 1 1 1 i i 1 1 I lE Ew roaccr |scuc£ id a m i m wrm w x lie k h aca< 1 4.6 | X IB i i i i i X 1 x 1 I X t X X 1 re | i i i 1 1 1 1 1 I 1 i 1 [m e |3XFCE to OdfKH) HUECE | 6.1 | X x 1 X 1 1 X 1 X X IB 1 .ib | 1 I jam a® ronxz to o t it u jo : wnH ktvep. 'h m h it ; 1 6.3 | X x 1 1 X 1 X 1 X X 2 1 ib | i i 1 I t 1 i l I 1 1 1 \ 1 1 1 1 1 |uni£ HIE , |9g u c e i d a i f U B a wrm ravn* !“c $: 1 *-8 1 X X t 1 X 1 X 1 X X 2 1 IB | 1 1 1 1 1 1 1 1 1 1 1 soum vest k c k h - Ewncwtnwi Hcrcntu FB3SCER CT V iont QUHUY CBJiUlVES HPJEGESOR EWIKNfNMi QIMJIY OBJECTIVES HQ RIVER QLWJTY OBJECTIVES Rgymihlw Officer : B.L. Nilfoxd

| OOOlfNr | RIVER | RIVER UK3H srrancH| EWIH3MHISL gM H Y OBJECTIVES RIVES QUALITY 1 1 1 1 LEMHH | cRTrrrivE | I 1 1 1 1 1 1 1 I i 1 1 m | AE5UEHC n o se r | SMKNID | coarse | C M S | LIVESTOCK IBRimUEH aH®NT|PKKQD| 1 1 1 1 gCHJTY raracn cN | FTS1 j FEH pOKHC £JFE| VRlUdNS CFOCPS j TD OCE | I 1 1 1 FCR rOINIE| 1 | /EExtnrar j I (1988) | 1 1 1 1 s u r a | 1 | OGKaac j 1 1 1 1 1 1 1 1 1 1 1 1 1 iVHUirs an t. (dclicn 3H$3>m |SXKE ID aM IUlCE wnH RIVES ICERlgZ 5 .0 | X x 1 x 1 X 1 XXIB Ht | i i i i i ■1 1 1 | i i 1 1 1 1 1 1 1 | iRsra&EKr |9XKE id am m cE wnH vcsr c k m h t rives 9.8 | X X 1 x 1 1 X 1 XX 1A 1A | 1 1 i i 1 1 1 1 1 1 i 1 1 1 1 1 ( I (vest crorar |3cuce id awTnm : wrm o ct cK M r river via reura 15.4 | X x 1 x 1 1 X 1 X X 1A 1A | i i |FESHWER 1 1 1 1 1 1 i i I I 1 1 1 1 1 i 1 1 1 1 1 1 1 | IC V B fN r lain JJE N X CF 5CT & VEST CKBfNT RIVERS ID dNFTLDCE WHH 17.2 | X x I x 1 1 X 1 XX 1 1 1 | HIVER TCHOIXE 1 1 1 1 1 1 1 1 jamiDCE: cf east k vest crawur rivers to h ts h e h h 1 1 1 1 1 1A 1A | 1 1 |ERHXZ 1 1 1 1 1 1 1 1 jnusnGH uuux xd a m u n x wejh river m m x E 1 1 1 1 1 IB IB | 1 1 i i 1 1 1 1 1 1 l 1 1 1 1 1 1 | (HIE HOCK isoucE id ccw iitn cE wm Kivat ckehmt 10.4 | X x x 1 X I XX IB IB | i 1 i i 1 1 1 I 1 1 1 1 1 1 1 1 1 I lan aK T R book | SOUCE ID am iC M X VQH HIVER CKEWNT 6 .0 | X x x 1 X { XX IB Ml | I L I 1 1 1 I 1 I 1 1 1 I 1 | \J H X B J lU fC S M M (SOtBCE ID (UFILENCE WTIH HTWR CUKNT 7.0 | X x 1 X 1 XX IB m | 1 1 I l 1 1 x 1 I 1 1 1 1 1 i i 1 | |saaniEr s e e m |3cu ce to cafiu sE vara rives ckemnt 2 .5 | X 1 1 1 1 X 3 3 j i i i i 1 1 I i i 1 1 1 1 1 1 | |2&Z>*-VE29 SOCK |3XR£ ID OTFUBCE WOT VEST CKffOT RIVES 4.6 | X x 1 x I X 1 X X 1A 3 | 1 j l i 1 1 1 I 1 I 1 1 1 1 |I£W (SX K E TD COFILEIEE WHH RIVES IC W im : 16.6 | X x x 1 X ( X XIS IB | I i 1 i 1 1 I 1 1 1 1 1 1 1 f 1 i | (HDCRDtf OCCK |SOHCE ID a m iE K E WHH RIVER uw 9 .8 | X x x i 1 X 1 X X IB W | I I 1 i 1 1 t 1 1 1 i 1 1 1 1 1 | \ m U W SOCK |30lfiCE ID CCMTUENCE WBH RIVES LfW 7 .2 | X x 1 x 1 1 X 1 XXIB r» | t 1 l i 1 1 1 \ 1 1 1 1 1 1 1 1 | |Hxmxn SOCK | 9 x » x id a m m o : wnH r iv es u m 9 .0 | X x 1 x 1 1 X 1 XX IB r e 1 1 i i I t 1 1 i 1 1 1 1 1 1 | [WGKCTO WER |SCUCE TD a i f l l B Q WUH RIVER LEW 7 .8 | X x 1 x 1 1 X 1 XX IB * * 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 | |KHM£W SIEEfW |sohce i d g c h u e n i w n H riv es l e w 7.0 | X x t x 1 | X 1 XX IB HI | 1 1 i i 1 1 1 1 i 1 1 I 1 1 1 | |MJSS£L SO CK Isc u c e td am ifin wrm river 'il h u u x 6 .3 | X x 1 x 1 1 X 1 XXIB Mt | 1 1 i I 1 r 1 i 1 1 1 i i 1 | (VHTHOCH w m |S0UC£ TD CCM11INCE WHH RIVER 6 .1 | X X j x 1 1 X 1 X X IB HI | i 1 I 1 1 1 1 1 \ 1 1 1 1 1 1 1 I [ v p in u |SDLFCE TD C PFriFyJTE WITH HIVER TCTKTDGE 19.0 | X x 1 x i X 1 X X IB IB | i i i i 1 i i 1 1 1 1 i i 1 | IdZKBLIV SHEW I311CE TD CrOTUEICE wnH RIVES VMHN 6 .8 | X x 1 x 1 1 X 1 X X IB IK 1 scum vcsr pegkm - QMmfcrasL HcncncN FHJISER CF VKJX QLRLTIY CB^mVES WQOJOSSER, DWIRlKMTi* QUM23Y CBJHTTVES nt> RIVER QHUY CBXQZVES ItaT>mihl

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|uw |uw (SOURCE TO THAL UKQS 1 67*0 f X x 1 x 1 1 X 1 X X |3XFCE TO H3CENKXR 1 1 1 1 t 1 II IB 1 1A 1 1 1 > jrocEN m x r t o ted m n 1 1 1 1 1 I IB 1 IB 1 |ra> f p w it d B a P K im 1 1 1 1 1 1 IS 1 1A 1 j a m o n id t u n , u m tes 1 1 1 1 1 1 IB i IB 1 i i 1 I I 1 1 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 | jCfOJ (SOURCE TO TEAL LIMEE 1 U--6 1 X 1 x 1 | X 1 X X IB 1 1A | • 1 1 i j t 1 1 1 1 I 1 1 1 1 r 1 1 1 1 1 | |MEK.VMER |SMCE TO (HFUJEICE WEM HEVER OtN ) 9-0 | X 1 X 1 1 X 1 X X IS 1 IB I | | 1 i i 1 1 1 1 1 1 1 1 1 1 1 1 < 1 1 | JBWHKHDVHER |9DUCE TO HEAL UMTS 1 15.0 j X ( x 1 1 X 1 X X IB I 1A I I 1 1 ■ i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l?B> (SCCKE 10 IC H tra PCMB 1 9*0 I X x t x 1 1 X 1 X X 1A I 1A I |l£SHXC R H S ID TIISL UME3S 1 6 .9 | X 1 x I 1 X 1 X X 1A 1 1A j I 1 | i i 1 I 1 i 1 1 1 1 1 1 1 1 i 1 1 1 | JCUFKNSCCK ISCUCE ID a T fllO C E WOT RNHl YED 1 3.5 | X x 1 1 1 X t X X IB 1 tK I I j i 1 1 1 ■ i 1 1 I 1 1 1 1 1 1 I |KQanstjnr b c c k ) source to c c m m c E wnH h ivik ybd 1 3.2 | X x { 1 1 X 1 X X IB 1 *R 1 i i I i 1 1 1 1 i i i 1 1 1 1 1 1 | |R2E SE EM |SCtK£ ID aNTLETCE HQH FXVEH SBJ 1 io*2 I X x 1 x t 1 X 1 X X 1A 1 1A | j 1 1 i i 1 1 1 1 1 1 1 I 1 1 1 1 I i | laftfHM snf?M Isc u c e i d cenfiuqee w m river yhd I 7.0 | X 1 x 1 1 X 1 X X IB 1 HI 1 1 1 i i i 1 I 1 1 1 1 1 1 1 1 i i j (HNSKTO SHS2M (30LPCE ID d lC IlD C E WCIH CHXFHfM SXFEfH 1 6 -2 1 X 1 X 1 1 X 1 X X IB 1 r c 1 1 1 1 I i 1 1 1 1 1 1 1 1 I 1 | |VEJW |3XFCE TO HEAL L M 35 1 12.5 |, X 1 X 1 i X 1 X X IB ! IB ' { 1 1 > 1 i i 1 1 1 I I 1 1 1 1 1, 1 1 1 I | |UK»M WKE js c u c E to am iECE vein r iv e r t jw I U .8 |, X x 1 x 1 1 X | X X IB 1 IB | 1 1 | 1 1 1 1 ! 1 1 1 1 I iB w a m x max. |S0tTCE TO CCffUEJCE wnH RIVER VW I 8.0 | X x J x ! 1 X 1 X X IB 1 IB 1 | i i 1 1 1 i i 1 1 1 1 1 1 1 i I | |MXE |sxbc£ to m n m o ; wrm river v * t 1 w .o | X X 1 x I 1 X 1 X X 1 1 (SOICE TO MKH MX3CN 1 1 1 1 1 1 IB 1 I * 1 SOUIH VEST HOCN - EHVDOTfmL HUlimCN wr.rem* CF VKHS QLALXIY OBJECTIVES VQ3 Wtl.WW ENVnOMMM. O W JIY CBIECIMS /H> RIVER < JS U T £ CBm iVES Itoqxnsibla Officer : B.L. Mil ford

| OaOHNT | RIVER | RIVER LEKHH | s n d m i ENVUOHNISL quputy cbjujltives RIVER QLMXiy | 1 1 | IEH3IH I q m n v E j 1 1 1 i i 1 1 1 1 1 1 1 1 m 1 AESDEHC □ n s x r | SfilKMD 1 dW EE 1 a n fR | LIVESTOCK 1HULALUM (uarar|HCKKB| 1 1 1 1 d S U 3Y r a r a c n m i FEU I FOT (jgKCICUFEl VKEEEC CF OCXS | TD DOE 1 1 1 1 1 KH FC!BS£| 1 j /EHEOTNT 1 | (1988) | 1 1 1 1 a iH X | 1 | CK3NISH5 1 1 1 1 1 1 1 1 1 1 1 1 1 • fD W ccn t.. 1 |NdOH v a s a s t o b « h x e e 1 1 1 1 1 1 1A 1 1A 1 1 |bw hxs to ocotjubncb wrm river kxe 1 1 1 1 1 1 IB | 1A | l i I I t 1 I i I I 1 I I 1 I 1 1 1 |BW | saK E to acw nurE wrm river k x e { 2 5 .6 | X x I * 1 1 * | XX 1A 1 1A | I i i i I 1 1 i I i 1 I 1 1 i 1 1 1 1 1 |nii£S3i sncm ISURCE to atzTLiza; wn« river m x t 1 X 1 1 1 x I XX IB 1 m 1 i i I i i 1 1 | 1 i l I 1 1 I 1 1 1 (KOODVItnR |9XKE TO aXFUJENZ WT3H RIVER O W 1 7 .6 | X X 1 X 1 1 x 1 X X IB 1 I * 1 i I I i 1 1 1 1 1 | 1 1 1 1 1 1 1 1 1 1 I t a o n s R |S1KE CF CEWIIQEE HUH RIVER HW 1 8 -1 1 X X 1 X 1 1 X 1 XX lA 1 1A | ■ I I | 1 1 1 1 l | 1 1 1 1 1 1 1 1 1 1 | LITHE SZDffR SHOW is x ic E to a i n m t E wdh river k x e 1 K>-5 | X x 1 X I 1 X 1 XX IB 1 IB | I 1 i i 1 1 1 1 1 I J 1 i 1 1 1 1 1 1 1 laaXEDGNC | 90K E TO COTOJENCE W3H RIWR KXE 1 1^-9 I X x I X 1 1 X 1 X X IB 1 1A | 1 l L 1 1 1 1 1 i 1 1 1 1 1 1 1 1 |m> |SXH£ TO aXTOJETEE WEIH RIVES KXE 1 1 7 .6 I X X t X 1 1 X 1 XX IB 1 1A | ■ i > i 1 1 I I i I 1 1 1 I 1 1 1 1 I |9CS¥ft91 S11C7M |3XHCE ID OTFUECE HUH RIVES \ID 1 6 -0 1 X x 1 X 1 1 X 1 XX 1A 1 w 1 1 1 1 I 1 1 1 1 I | 1 I 1 1 1 1 1 1 |HlLQf EEGCK jsaicc id ow iidee v c m riv e r t v 1 9 -1 1 X x 1 X 1 1 X 1 X X IB 1 IB | ■ ■ t i 1 1 1 1 i 1 l 1 1 I 1 1 1 1 1 |HXUXZ3«WaZR |s u c e id am ixicz wrm r iw r m r 1 8 -0 1 X X t X 1 1 X 1 XX 1A 1 1A | 1 ■ i i t 1 1 1 I i 1 I 1 1 1 1 1 1 1 1 \ u a x n s r o w |3XHCE TO (XtFUJDCE WT1H RIVER UH 1 5 .0 | X x 1 X 1 1 X 1 XX IB 1 1 i I i | 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 |LZm£ EPRT | s x p c e to arru n tE vam river t jw 1 2 7 .0 | X X { X 1 1 X 1 XX 1 1 1 (3DLFCE TO MWBOIXZ 1 1 1 1 1 1 IB 1 1A | 1 [MW SOIXZ ID aV FU EK E WTIH RIVER T T tf 1 1 1 1 j 1 IB ( IB j I 1 i i 1 1 t 1 I i 1 1 1 1 1 1 1 1 [HLWCDIT VHtER |9XHCE TO CtmiENCE WETH U H IE EPKT RIVER | 1 0 .0 1 X X 1 X 1 1 X I XX IB I 1 i l 1 1 1 1 1 1 I ■ I 1 1 1 1 1 1 1 I 1 | s n R x r« : hivh* |3XKE t o ajfiifigcE wrm u m £ ebkt river 1 9 .1 1 X x 1 X 1 | X 1 X X IB I r a i i i I i 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 Ira ) |3XK £ TO (XM'UENCE WdH RIVER UW I 2 1 .1 | X X 1 X 1 1 X I XX IB I IB | i l 1 i 1 1 1 1 i i 1 1 i 1 1 1 1 1 I 1 (A91 ERXT |SCUCE TD (IW H JBEE VOTH RIVER VBD 1 8 -0 1 X x 1 X 1 1 X 1 XX IB 1 *** 1 i I I i 1 1 1 1 i i 1 1 I 1 1 1 1 1 1 I |KNmmFy jfock |SXJK£ TO (XMUDTE WTIH AS! 3VCK 1 4 .2 | X X 1 X I 1 X 1 X X IB 1 . r * | * I ■ i 1 1 1 1 i i 1 I 1 1 1 I 1 1 1 1 |EN0l |sd u c e td a m i m z wnH river m> | lfi.O | X x 1 X 1 1 X 1 XX IB 1 IB | I |CDPSU\L |CKM£ STO *t I3 0 K E TD CBXEE BRY 1 4 -2 1 X 1 1 X 1 1 X 1 X 1 X 1 IB 1 » 1 gaum v e s t roacM - e w h o w h t o l H o n n m ransmi cr worn q h u y CBmaitfES w j j jTCiaim EWIKXYfNDL QLWXTY CBJHUTVES AC HIVER QUftLHY OBJECTIVES Itspensibla Officer : B.L. Milford

RIVER QUALITY THE GOVERNMENT'S PROPOSALS - A CONSULTATION PAPER REFERENCES TO 'RIVER QUALITY OBJECTIVES' Chapter 1, Section 1.2

Extensive system of informal river quality objectives (RQO's) introduced by the water authorities in the late seventies. Together with EC Directives, these still serve to guide the NRA's pollution control work and in turn investment by the water industry and others. Chapter 1, Section 1.4

As programmes to maintain and improve the quality of our rivers continue, it will progressively become necessary to review, and where necessary, revise individual RQO's.

Chapter 2, Section 2.3

The same classification scheme (NWC) was also used by the former water authorities, in the late 70's, to define individual river quality objectives (RQO's) - consisting, for each stretch of river, of a target class and a date by which it was intended to be achieved. Chapter 2, Section 2.4

The existing NWC Classification System has proved a useful instrument in assessing overall water quality, and continues to underpin informal RQO's. Chapter 3, Section 3.7

The existing system of informal RQO's continues to serve for the time being as a guide for investment decisions. Chapter 3, Section 3.8

The water industry has major investment programmes in hand. Future investment needs, generally including those needed to achieve existing RQO's, were required to be identified and allowed for at the time of privatisation. Chapter 4, Section 4.2

Meanwhile, existing RQO's will remain in place, until they are overtaken by the setting of WQO's, and the implementation of EC Directives will continue. As already emphasised, these parallel requirements will continue to serve as a basis for the NRA's Consenting and other activities. Together with the large investment programmes already in progress or planned, they will all drive forward improvements in river water quality. Chapter 4, Section 4.5 The NRA is assembling a range of information about current water quality in each catchment, about existing informal RQO's, existing and potential water uses, existing improvement plans and commitments, and about the discharges relevant to water quality improvement. This information will then be used to draw up proposals for objectives in respect of individual stretches of river. Where improvements beyond existing RQO's are proposed, the NRA will, in recommending target dates, have to consider commitments in relation to reviewing existing consents, and where appropriate the transfer of consents into Integrated Pollution Control (IPC) authorisations for which there is already a settled timetable. APPENDIX 6.3 PROJECT TEAM AND TERMS OF REFERENCE

MEMBERS OF PROJECT TEAM

WATER QUALITY PIANNER FRESHWATER OFFICER CATCHMENT PLANNING SCIENTIST TECHNICAL ASSISTANT - FRESHWATER PLANNING ASSISTANT SCIENTIST - FRESHWATER SCIENCE

TERMS OF REFERENCE

To examine and consolidate the River Quality Objectives inherited from South West Water Authority.

To present in map and schedule format those River Quality Objectives that are part of the current river monitoring network.

To identify historical inconsistencies in the setting of River Quality Objectives.

ACKNOWLEDGEMENTS

The Project Team are grateful for the careful presentation of the RQO spreadsheet by Kin Ming Lee and the catchment maps by Barbara Steele. APPENDIX 6.4 CATCHMENT NAPS AND SCHEDULES

KEY NC3* = 8 figures confirmed location

6 figures in process of being confirmed * not monitored - a river stretch that has been assigned a RQO that is not currently monitored in the routine rivers programme. # RQO under review - a RQO within a particular stretch has been identified inconsistent with the other RQO's in the catchment and the water quality potential of that stretch - these RQO inconsistencies are at present under review. River names - the full river name is given in the schedule except where the name is preceded by River. Lim Catchment River Quality Objectives

rdtA .'Vo'itti

• NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

I 1 1 1 ICATCHMEOT RIVER RIVER LENGTH | RIVER | j QUALITY j FROM (H3R) TO (MGR) | OBJECTIVE j 1 1

| LIM-01A LIM SOURCE SY 3171 9607 TIDAL LIMIT SY 3427 9206 1 IB 1 1 1

|LIM-01A HARCOMBE STREAK SOURCE SY 3270 9580 CONFLUENCE WITH RIVER LIM SY 3330 9335 1 IB I 1 1 Axe Catchment River Quality Objectives NRA—SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER 1 | QUALITY 1 FROM (NGR) TO (NGR) 1 OBJECTIVE 1 1 1 = 1 | AXE AXE SOURCE ST 4969 0478 TIDAL LIMIT SY 2603 9247 1 IB 1 1 1 I1 |AXE—02A HOLYTORD BROOK SOURCE SY 218 922 HOLYFORD INTAKE SY 2350 9220 1 1B 1 HOLYFORD INTAKE SY 2350 9220 HOLYFORD WTW SY 2351 9225 1 IB 1 HOLYFORD WTW SY 2351 9225 TIDAL LIMIT SY 2520 9180 { IB 1 1 1 1 1AXE-02B COLY SOURCE SY 1763 9861 CONFLUENCE WITH OFFWELL BROOK SY 2150 9507 1 1A 1 OFFWELL BROOK CONFLUENCE SY 2150 9507 PEARL BRIDGE SY 217 948 j LA 1 PEARL BRIDGE SY 217 948 TIDAL LIMIT SY 2576 9228 1 1A 1 | I { |AXE-02B UMBORNE BROOK SOURCE ST 2126 0607 WILMINGTON FISH FARM ST 2134 0048 | 1A 1 WILMINGTON FISH FARM ST 2134 0048 COLCOMBE FARM SY 24S 948 1 1A 1 COLCOMBE FARM SY 245 948 CONFLUENCE WITH RIVER COLY SY 2487 9426 1 I* 1 1 (1 |AXE-02B SOUTHLEIGH STREAM * SOURCE SY 1765 9425 CONFLUENCE WITH RIVER COLY SY 2170 9475 1 1A 1 I 1| jAXE-02B OFFWELL BROOK SOURCE ST 1835 0025 WEST COLWELL SY 1938 9923 1 1A 1 WEST COLWELL SY 1938 9923 OFPWELL STW SY 1918 9888 1 IB « 1 OFFWELL STW SY 1918 9888 CONFLUENCE WITH RIVER COLY SY 2150 9507 1 1B • 1 | 1 |AXE-02B BARNSLEIGH STREAM * SOURCE SY 1755 9925 CONFLUENCE WITH OFFWELL BROOK SY 1925 9880 I IB 1 1 IAXE-02B BUIMOOR STREAM SOURCE SY 3040 9440 CONFLUENCE WITH RIVER AXE SY 2625 9540 1 IB I i 1 — 1 jAXE-02D YARTY SOURCE ST 2352 1642 CONFLUENCE WITH 8UCKLAND STREAM ST 2615 1260 1 10 1 BUCKLAND STREAM CONFLUENCE ST 2615 1260 YARTY FARM BRIDGE ST 261 027 1 IB 1 YARTY FARM BRIDGE ST 261 027 CONFLUENCE WITH RIVER AXE SY 2830 9728 1 IB 1 i 1I |AXE-02D CORRY BROOK SOURCE ST 2268 0759 DALWOOD STW SY 2512 9977 1 IB 1 DALWOOD STW SY 2512 9977 CONFLUENCE WITH RIVER YARTY SY 2809 9819 1 10 1 l 1 1 1AXE-02D BRQADHAYES STREAM * SOURCEST 228 027 BROADHAYES FARM ABSTRACTION ST 228 027 1 IB 1 BROADHAYES FARM ABSTRACTION ST 228 027 CONFLUENCE WITH CORRY BROOK ST 2420 0240 1 IB 1 1l 1 1AXE-02D FORD HOUSE STREAM * SOURCE ST 228 028 BRQADHAYES FARM ABSTRACTION ST 228 028 i IB I BROADHAYES FARM ABSTRACTION ST 228 028 CONFLUENCE WITH CORRY BROOK ST 2395 0315 j IB 1 l ( | 1AXE-02D ROCK STREAM SOURCE ST 2760 0275 MEMBURY STW ST 2751 0210 1 IB 1 MEMBURY STW ST 2751 0210 CONFLUENCE WITH RIVER YARTY ST 2665 0140 1 IB 1 t 1 {AXE-02D STOCKLAND STREAM SOURCEST 2380 0560 STOCKLAND STW ST 2508 0408 I IB # 1 STOCKLAND STW ST 2508 0408 CONFLUENCE WITH RIVER YARTY ST 2560 0415 | 2 * 1 1 1 NRA-SOOTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED t RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER | j QUALITY | 1 | OBJECTIVE j 1 FROM (NGR) TO (NGR) 1 t 1 I1 |AXE-02D YARCOMBE STREAM SOURCE ST 2415 0885 YARCOMBE STW ST 2473 0800 1 IB | YARCOMBE STW ST 2473 0800 CONFLUENCE WITH RIVER YARTY ST 2545 0575 1 IB I 1 i 1 |AXE-02D WEB8LEGREEN BROOK * SOURCE ST 2610 0575 CONFLUENCE WITH RIVER YARTY ST 2550 0565 1 IB j 1 | I 1 |AXE-02D BUCKLAND STREAM SOURCE ST 2620 1540 BUCKLAND ST. MARY STW ST 2678 1342 1 IB | (BLINDNOOR STREAM) BUCKLAND ST. MARY STW ST 2678 1342 CONFLUENCE WITH RIVER YARTY ST 2615 1260 1 IB { \ 1 | 1 |AXE-02D MADGEON BROOK * SOURCE ST 2515 1405 CONFLUENCE WITH RIVER YARTY ST 2530 1330 1 IB | 1 1 1 1 1 ...... |AXE-02C OLD PARK BROOK SOURCESY 3085 9710 CONFLUENCE WITH RIVER AXE SY 2910 9797 1 IB | | 1 i 1 |AX£-02C MILL BROOK (AXE) SOURCE SY 3220 9700 CONFLUENCE WITH RIVER AXE SY 2965 9925 1 18 1 1 (TILWORTH STREAM) 1 1 I I 1 1 |AXE-02C CHAPPLECROFT STREAM SOURCEST 2860 0430 CONFLUENCE WITH RTVER AXE SY 3045 9990 1 IB | 1 I i 1 |AXE-02C SMALLRIDGE STREAM SOURCE ST 2920 0340 CONFLUENCE WITH RIVER AXE ST 3105 0030 1 IB | ■ ( i I 1 1 |AXE-02C COAXDON HALL STREAM * SOURCEST 3050 0140 CONFLUENCE WITH RIVER AXE ST 3140 0065 1 IB | i j 1 1 1 |AXE-0 2C STAMMERY STREAM SOURCESY 3330 9830 CONFLUENCE WITH RIVER AXE ST 3205 0010 I IB | 1 I i 1 1 1 (AXE-02C KIT BROOK SOURCE ST 2875 0860 CHARD FISH FARM ST 2939 0826 I IB 1 1 CHARD FISH FARM ST 2939 0826 CONFLUENCE WITH RIVER AXE ST 3220 0151 1 IB | 1l I i (AXE-02C CASTLE WOOD STREAM * SOURCE ST 283 072 LINNINGTON FARM ABSTRACTION ST 283 071 1 IB | 1 LINNINGTON FARM ABSTRACTION ST 283 071 CONFLUENCE WITH KIT BROOK ST 2955 0630 j IB | 1 1 | I (AXE-02C BLACKWATER RTVER SOURCE SY 3832 9990 HAWKCHURCH STW ST 3414 0154 1 IB | 1 HAWKCHURCH STW ST 3414 0154 CONFLUENCE WITH RIVER AXE ST 3249 0231 1 IB | i I 1 1 1 1 (AXE-02C FAIR WATER * SOURCE SY3435 9960 CONFLUENCE WITH BLACKWATER RIVER ST 3375 0170 1 IB | I I 1 1 |AXE—02C FORTON BROOK SOURCE ST 3289 0815 TATWORTH STW ST 3380 0480 1 IB | 1 TATWORTH STW ST 3380 0480 CONFLUENCE WITH RIVER AXE ST 3365 0436 1 IB | | I i ) AXE-0 2C HEWOOD STREAM SOURCE ST 3670 0250 CONFLUENCE WITH RIVER AXE ST 3455 0500 I IB j ) jAXE-02C 1 \ WHATLEY STREAM SOURCE ST 3893 0907 CONFLUENCE WITH RIVER AXE ST 3655 0544 | I IB I 1 1 jA X E-02C SYNDERFORD SOURCE I ST 4072 0117 CONFLUENCE WITH RIVER AXE ST 3772 0600 1 IB | jAXE-02C 1 1 THORNCOMBE STREAM * SOURCE ST 3760 0240 CONFLUENCE WITH SYNDERFORD RIVER ST 8320 0375 1 IB | 1 1 1 NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* MOT MDNITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

|AXE-02C TEMPLE BROOK SOURCE ST 4023 0221 CONFLUENCE WITH RIVER AXE ST 4060 0612 1 IB | I I |AXE—02C CLAPTON STREAM SOURCE ST 4046 0966 COOMBE FARM DAIRY ST 4117 0955 1 1B 1 (HEWISH STREAM) COOMBE FARM ST 4117 0955 CONFLUENCE WITH RIVER AXE ST 4129 0629 i i b i 1 1 |AXE-02C DRIMPTON STREAM SOURCE ST 4360 0160 FULLERS CLOSE STW ST 4385 0250 1 IB 1 FULLERS CLOSE STW ST 4385 0250 CONFLUENCE WITH RIVER AXE ST 4177 0615 1 IB 1 1 | 1 1 | AXE-02C WHETLEY STREAM SOURCE ST 4440 0180 CONFLUENCE WITH RIVER AXE ST 4426 0538 1 IB | (POTWELL BROOK) 1 1 1 | 1AXE-02C HORN LAKE * SOURCE ST 4685 0345 CONFLUENCE WITH RIVER AXE ST 4665 0470 1 IB | l i 1AXE-02C SOUTH DIBBERFORO SOURCE ST 4640 0375 CONFLUENCE WITH KORN LAKE ST 4675 0425 1 tB i FARM STREAM * 1 1 1 1 jCOASTAL BRAHSCOMBE STREAM SOURCE SY 1779 9119 BRANSOOMBE STW SY2060 8830 1 IB 1 | (02A) BRANSCOMBE STW SY 2060 6830 BRANSCOMBE MOUTH SY 2083 8807 i IB |

| 02A SALCOMBE REGIS STREAM SOURCE SY 1470 8860 SALCOMBE REGIS STW SY 1470 8841 1 IB | SALCOMBE REGIS STW SY 1470 a841 TIDAL LIMIT SY 1460 8760 | IB j Sid Catchment River Quality Objectives

NIIA South WosH loshwatui f’t;uutinqApril 1003 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED $ RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 jCATCHMENT RIVER RTVER LENGTH | RIVER | j QUALITY j FROM (NGR) TO (NGR) | OBJECTIVE | 1 I

ISID (03A) SID SOURCE SY 1380 9628 STONEY BRIDGE, SIDBURY SY 1400 9165 1 i b M STONEY BRIDGE, SIDBURY SY 1400 9165 SALCOMBE KILL WEIR SY 128 878 I LA * 1 SALCOMBE HILL WEIR SY 128 878 TIDAL LIMIT SY 1291 8733 1 lA | | | |SID-0 3A RONCOMBE STREAM SOURCE SY 1532 9561 CONFLUENCE WITH RIVER SID SY 1412 9217 1 1A | 1 1 Otter Catchment River Quality Objectives

NHA South W osM rorvhwatm PlHfimnq Aprrf HKfcl NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

CATCHMENT RIVER RIVER LENGTH RIVER QUALITY FROM (NGR) TO {NGR) OBJECTIVE 1 1 1 [OTTER (04B) OTTER SOURCE ST 2252 1524 OTTERHEAD RESERVOIR ST 226 130 1 18 # 1 OTTERHEAD RESERVOIR ST 226 L30 CONFL WITH CHURCHINGFORD STREAM ST 2225 1245 1 IB # 1 CHURCHINGFORD STREAM CONFL£NCE ST 2225 1245 HOEMORE FARM ST 2210 1035 1 IB * 1 HOEMORE FARM ST 2210 1035 LANGFORD BRIDGE ST 172 020 1 1A « 1 LANGFORD BRIDGE ST 172 020 CLAPPERLANE BRIDGE ST 1633 0120 1 1A ft t CLAPPERIANE BRIDGE ST 1633 0120 WESTON ST 1430 0009 1 IB * 1 WESTON ST 1430 0009 B3176 BRIDGE, OTTERY ST. MARY SY 0935 9606 1 1A * 1 B3176 BRIDGE, OTTERY ST. MARY SY 0935 9606 RIVER TALE CONFLUENCE SY 0920 9590 1 IB « 1 RIVER TALE CONFLUENCE SY 094 962 TIDAL LIMIT SY 0766 8406 1 IB ft 1 1 | OTTER-OAB BUDLEIGH BROOK SOURCE SY 0375 8572 BUDLEIGH BROOK INTAKE SY 0732 8418 1 1A BUDLEIGH BROOK INTAKE SY 0732 8418 TIDAL LIMIT SY 0755 8393 1 1A 1 JOTTER-04B COLATION RALEIGH STREAM SOURCE SY 0375 8760 CONFLUENCE WITH RIVER OTTER SY 0792 8530 | IB i |OTTER-04B HARP FORD STREAM SOURCESY 1020 8965 BOWD INN SY 1068 9015 1 IB BOWD INN SY 1068 9015 CONFLUENCE WITH RIVER OTTER SY 0900 9040 I 18 1 jOTTER-04B METCOMBE BROOK SOURCE SY 0609 9252 CONFLUENCE WITH RIVER OTTER SY 0892 9199 1 IB 1 |OTTER-0 4 B FLUXTON STREAM SOURCE SY 0643 9328 CONFLUENCE WITH RIVER OTTER SY 0892 9199 1 IB 1 [OTTER-04B WEST HILL STREAM SOURCESY 0668 9467 CONFLUENCE WITH RIVER OTTER SY 0952 9450 1 IB 1 |OTTER—0 4 B TALESOURCE ST 1186 060S CONFLUENCE WITH PAYHEMBURY STREAM ST 0795 0080 1 IB PAYHEMBURY STREAM CONFLUENCE ST 0795 0080 CONFLUENCE WITH RIVER OTTER SY 0919 9589 I IB I |OTTER-04B TALATON STREAM SOURCE SY 0655 9900 TALATON STW SY 0740 9880 1 IB « 1 1 TALATON STW SY 0740 9880 CONFLUENCE WITH RIVER TALE SY 0820 9905 1 2 « 1 t j OTTER-0 4 B PAYHEMBURY STREAM SOURCE ST 1070 0270 PAYHEMBURY STW ST 0872 0123 1 PAYHEMBURY STW ST 0872 0123 CONFLUENCE WITH RIVER TALE ST 0795 0080 1 IB 1r | OTTER—04B UPCOTT FARM STREAM * SOURCE ST 0915 0535 CONFLUENCE WITH RIVER TALE ST 0855 0405 1 IB 1l | OTTER-04 B VINE WATER SOURCE ST 1090 0243 CONFLUENCE WITH RIVER OTTER SY 1128 9842 1 l a Ii |OTTER-04B GITTISHAM STREAM SOURCE SY 1357 9678 G ITT I SHAM STW SY 1342 9887 1 lA GITTISHAM STW SY 1342 9887 CONFLUENCE WITH RIVER OTTER SY 1323 9968 1 1A 1 [OTTER—04B WOLF (OTTER) SOURCE ST 1401 0516 CONFLUENCE WITH RIVER OTTER ST 1405 0017 1 IB 1 1 |OTTER-04B TllE GISSAGE SOURCE SY 1535 9625 CONFLUENCE WITH RIVER OTTER ST 1530 0117 1 IB i |OTTER-O4B COMBE RALEIGH STREAM SOURCE ST 1470 0363 COMBE RALEIGH STW ST 1608 0221 . . 1 IB COMBE RALEIGH STW ST 1608 0221 CONFLUENCE WITH RIVER OTTER ST 1618 0124 1 LB NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |OTTER-04B HALE FARM STREAM * SOURCE ST 1750 0030 CONFLUENCE WITH RIVER OTTER ST 1680 0160 1 LA | I i j OTTER-0 4 B WICK STREAM SOURCE ST 1717 0942 CONFLUENCE WITH RIVER OTTER ST 1719 0202 1 lA 1 1 I |OTTER-04B TOVEHAYNE FARM STREAM * SOURCE ST 1875 0230 CONFLUENCE WITH RIVER OTTER ST 1820 0280 1 1A | 1 i |OTTER-04B MONCTON STREAM * SOURCEST 1945 0370 CONFLUENCE WITH RIVER OTTER ST 1870 0370 1 l a ) | 1 [OTTER—048 ODLE BROOK SOURCE ST 1842 0675 CONFLUENCE WITH RIVER OTTER ST 1975 0618 t LA 1 1 1 |OTTER-O4B FAIROAK STREAM SOURCE ST 1836 0943 CONFLUENCE WITH RIVER OTTER ST 2018 0709 1 LA I 1 (OTTER—04B CHURCHINGFORD STREAM SOURCE ST 2150 1245 CHURCHINGFORD STW ST 2220 1250 1 IB | CHURCHINGFORD STW ST 2220 1250 CONFLUENCE WITH RIVER OTTER ST 2225 1245 | IB | 1 1

1 COASTAL-0 4A KNCWLE BROOK SOURCE SY 0309 8461 U/S SQUABMOOR RESERVOIR SY 0495 8420 1 la. | AT SQUABMOOR RESERVOIR SY 0400 8385 1 1A | i D/S SQUABMOOR RESERVOIR SY 0400 8385 TIDAL LIMIT SY 0725 8207 1 l a | I I |COASTAL-O 4A DALDITCH PLANTATION STREAM SOURCE SY 0395 6420 SQUABMOOR RESERVOIR SY 0392 8400 1 1A , | 1 1 i 1 |COASTAL—0 4A BUDLEIGH COMMON STREAM SOURCE SY 04105 8392 SQUABMOOR RESERVOIR SY 0415 8395 1 1A , | 1 1 Exe Catchment River Quality Objectives

NHA South Wflsj'f loshw.ilui (’l.uiniriq Apnl ItMKl NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENTRIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

j EXE EXE SOURCE SS 7517 4142 BICKLEIGH CASTLE SS 9366 0663 1 1A j(05G,E,D) BICKLEIGH CASTLS 55 9366 0683 STAFFORD BRIDGE SX 9222 9635 i IB STAFFORD BRIDGE SX 9222 9635 TIDAL LIMIT SX 9340 9015 I 1A * I 1

| EXE-05A WITHYCOMBE BROOK SOURCE SY 0299 6375 MOORFIELD ROAD STW SY 0100 8185 1 10 MOORFIELD ROAD STW SY01008185TIDAL LIMIT SY 0000 8200 1 IB l |EXE-05A KENN SOURCE SX 6620 6998 A38 BRIDGE, KENNFORD SX 9132 8662 1 IB » 1 A38 BRIDGE, KENNFORD SX 9132 8662 TIDAL LIMIT sx 9761 8315 1 1A * i 1 |EXE-05A KENN COURT STREAM SOURCESX 6605 6665 HALDON VIEW CLAPHAM STW sx 6670 8689 1 IB HALDON VIEW CLAPHAM STW SX 6870 8689 CONFLUENCE WITH RIVER KENN sx 8942 8705 i IB I |EXE-05A WOTTON BROOK SOURCE SX 9890 8580 TIDAL LIMIT sx 9830 8545 1 IB (NUTWELL LODGE STW sx 9890 8580) 1 » I |EXE-05A POLLY BROOK SOURCE SY 0269 6632 WOODBURY STW sx 9990 8680 1 IB WOODBURY STW sx 9990 8680 TIDAL LIMIT sx 9819 8628 1 IB i |EXE—05A ALPHIN BROOK SOURCE sx 6464 9307 CONFLUENCE WITH NADDER BROOK sx 6955 9170 1 IB NADDER BROOK CONFLUENCE sx 8955 9170 TIDAL LIMIT sx 9635 8598 i IB i | EXE-05A NADDER BROOK * SOURCE sx 8515 9440 CONFLUENCE WITH ALPHIN BROOK sx 8955 9170 1 IB I |EXE-OSA GRADDON COPSE STREAM * SOURCE sx 6715 912S CONFLUENCE WITH ALPHIN BROOK sx 6945 9170 1 IB I 1 |EXE-05A EXETER CANAL HAVEN BANKS sx 9227 9174 TURF LOCKS sx 9639 8603 1 IB 1

IEXE - CLYST CLYST SOURCE ST0676 0266ASHCLYST FARM SY 0105 9633 1 2 • 1 ASHCLYST FARM SY 0105 9833 TIDAL LIMIT sx 9680 9017 1 10 * 1 i 1 |EXE-05 A EBFORD STREAM * SOURCE SX 9610 68S0 TIDAL LIMIT sx 9760 6815 1 IB i 1 (EXE-OSA GRINDLE BROOK SOURCE SY 0441 9044 CAT t FIDDLE CVN PK STW sx 9915 9070 1 IB CAT f, FIDDLE CVN PK STW SX 9915 9070 CONFLUENCE WITH RIVER CLYST sx 9688 9046 1 IB | 1 jEXE-05A ROAKHAM WOOD STREAM * SOURCE SY 0350 8830 CONFLUENCE WITH GRINDLE BROOK SY 0275 8965 I IB 1 IEXE-05B AYLESBEARE STREAM SOURCE SY 0495 9160 AYL£SBEARE STW SY 0364 9179 t IB AYLESBEARE STW SY 0364 9179 CONFLUENCE WITH RIVER CLYST sx 9858 9310 1 IB 1 jEXE-058 FARRINGTON BROOK SOURCE SY 0210 9070 CONFLUENCE WITH ABYES8EARE STR. SX 9960 9228 1 IB 1 NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES TOR CONTROLLED WATERCOURSES

* NOT MONITORED t RQO INCONSISTENCY : UNDER REVIEW {APRIL 1993)

I 1 jCATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (MGR) | OBJECTIVE 1

|EXE-05B PIN BROOK SOURCE SX 9409 9558 CONFLUENCE WITH RIVER CLYST SX 9866 9382 1 IB 1i j EXE—05B CRANNY BROOK SOURCE SY 0675 9758 CONFLUENCE WITH ALLER BROOK SX 0420 9725 1 2 ALLER BROOK CONFLUENCE SX 0420 9725 CONFLUENCE WITH RIVER CLYST SX 9844 9467 | 2 * 1 i | EXE-05B FORD STREAM (EXE) SOURCE SY 0579 9439 CONFLUENCE WITH CRANNY BROOK SY 0062 9558 1 IB I | EXE—05B HIGHER MARSH FARM STREAM * SOURCE SY 0570 9380 CONFLUENCE WITH FORD STREAM SY 0375 9450 j IB I |EXE-050 COBDEN STREAM * SOURCE SY 0590 9515 EAST STRETE FARM ABSTRACTION SY 057 951 1 EAST STRETE FARM ABSTRACTION SY 057 951 CONFLUENCE WITH CRANNY BROOK SY 0230 9630 t IB 1 1 | EXE—05B ALLER BROOK (EXE) SOURCE SY 0550 9640 ALLER GROVE STW SY 0530 9690 1 2 ALLER GROVE STW SY 0530 9690 CONFLUENCE WITH CRANNY BROOK SY 0420 9725 1 2 I 1 1EXE-05A FARTHINGS FARM STREAM * SOURCE SY 0355 9840 CONFLUENCE WITH RIVER CLYST SY 0210 9830 1 2 1 1 i |EXE—05b PLYMTREE WATER * SOURCE ST 0580 0280 CONFLUENCE WITH RIVER CLYST ST 0430 0250 1 IB 1

|EXE-OSD NORTH BROOK SOURCE SX 9283 9557 CONFLUENCE WITH RIVER EXE SX 9382 9036 1 IB 1 |EXE-05D ARGYLL STREAM SOURCE SX 9225 9485 ARGYLL ROAD STW SX 9210 9501 1 IB ARGYLL ROAD STW SX 9210 9501 CONFLUENCE WITH RIVER EXE SX 9090 7475 1 IB 1

|EXE - CREEDY CREEDY SOURCE ss 7831 0888 CONFLUENCE WITH WEST EMLETT STREAM ss 8040 0825 | IB WEST EMLETT STREAM CONFLUENCE ss 8040 0825 CREDITON AREA ss 849 309 1 10 CREDITON AREA ss 849 909 CREDITON AREA ss 850 005 1 IB CREDITON AREA ss 850 005 CONFLUENCE WITH RTVER EXE SX 9077 9563 1 IB I IEXE-05J JACKMOOR BROOK SOURCE ss 8884 0304 SHUTE STW ss 8934 0028 1 IB SHUTE STW ss 8934 0028 CONFLUENCE WITH RIVER CREEDY SX 8998 9687 | IB 1 IEXE-05J SHUTTERN BROOK (CREEDY) SOURCE SX 8545 9503 CONFLUENCE WITH RIVER CREEDY SX 8835 9845 t 18 1 IEXE-05J SHOBROOKE LAKE SOURCE ss 8953 0596 SHOBROOKE STW ss 8710 0118 1 IB 1 SHOBROOKE STW ss 8710 0118 CONFLUENCE WITH RIVER CREEDY SX 8695 9902 1 10 l 1 IEXE-05K YEO (CREEDY) SOURCE SX 7028 9296 CONFLUENCE WITH RIVER TRONEY SX 7845 9885 1 IB RIVER TRONEY CONFLUENCE SX 7845 9885 CONFLUENCE WITH RIVER CREEDY SX 9967 8513 1 IB I (EXE-05K OJLVERY RIVER SOURCE SX 7895 9283 CONFLUENCE WITH LILLY BROOK SX 8180 9650 1 IB LILLY BROOK CONFLUENCE SX 8180 9650 CONFLUENCE WITH RIVER YEO SX 83S2 9904 1 IB 1I |EXE-05K LILLY BROOK SOURCE SX 8480 9420 TEDBURN ST MARY STW SX 8249 9392 1 2 * 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* MOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 I jcATCHMEWT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

TED8URN ST MARY STW SX 8249 9392 CONFLUENCE WITH RIVER CULVERY SX 8180 9650 1 2 ft 1 1 |EXE—05K FORD BROOK (EXE) SOURCE SS 7716 9340 CONFLUENCE WITH RIVER YEO SX7947 9862 1 LB | (EXE-05K CROSSE STREAM SOURCE SX 7680 9440 CHERITON BISHOP STW SX 7754 9457 1 LB CHERITON BISHOP STW SX 7754 9457 CONFLUENCE WITH FORD BROOK SX 7845 9470 1 IB i |EXE—05K TRONEYSOURCE SX 6799 9337 CONFLUENCE WITH COLE BROOK SX 7806 9919 1 10 ‘ COLE BROOK CONFLUENCE SX 7806 9919 CONFLUENCE WITH RIVER YEO SX 7846 9885 1 l b 1 IEXE-05K COLE BROOK (CREEDY) SOURCE SS 7519 0243 CONFLUENCE WITH KNCWLE BROOK SS 7745 0145 1 LB KNOWLE STREAM CONFLUENCE SS 7745 0145 CONFLUENCE WITH RIVER TRONEY SX 7806 9919 i LB 1 j EXE—05K HORWELL STREAM SOURCE SS 7425 0245 CONFLUENCE WITH COLE BROOK SX 7730 0035 1 LB 1 |EXE-05K KNOWLE STREAM SOURCE SS 7850 0150 KNOWLE STW SS 7831 01S8 1 LB KNOWLE STW SS 7831 0156 CONFLUENCE WITH COLE BROOK SS774S 0145 i l b 1 lEXE-OSJ SANDFORD STREAM SOURCE SS 8040 0300 SANDFORD STW SS 8337 0225 1 LB * > SANDFORD S W SS 8337 0225 CONFLUENCE WITH RIVER CREEDY SS 8440 0155 1 2 ft 1 1 |EXE—OSJ HOLLY WATER SOURCE SS 8853 1080 POUGHILL S W SS 6652 0834 1 LB POUGHILL STW SS 6652 0834 CONFLUENCE WITH RIVER CREEDY SS 8338 0386 1 IB t |EXE-OSJ BXNNEFORD WATER SOURCE SS 8657 1200 CONFLUENCE WITH PENNYMDOR STREAM SS 8570 1175 1 LB PENNYMOOR STREAM CONFLUENCE SS 8570 1175 CONFLUENCE WITH RIVER CREEDY SS 8196 0611 1 LB I 1 |EXE-05J PENNYMOOR STREAM SOURCESS 8660 1160 PENNYMOOR STW SS 8650 1160 | IB » 1 PENNYMOOR STW SS 3650 1160 CONFLUENCE WITH BINNEFORD WATER SS 8570 1175 1 2 * 1 1

|EXE - CULM CULM SOURCE ST22131596 ST IVEL DAIRY FACTORY, HEMYOCK ST 1380 1398 1 l b ft 1 |(05C) ST IVEL DAIRY FACTORY ST 1380 1398 SKINNER'S FARM, WILLAND ST 0422 1018 1 LB ft 1 SKINNER'S FARM, WILLAND ST 0422 1018 HIGHER UPTON FARM ST 0266 0660 1 LB ft 1 HIGHER UPTON FARM ST 0266 0660 COLUMBJOHN SX 9580 9975 1 2 ft 1 COLUMBJOHNSX 9580 9975 CONFLUENCE WITH RIVER EXE SX9325 9697 j 2 * 1 ■ 1 |EXE—05C SILVERTON STREAM SOURCESS 9670 0425 LIVINGSHAYES HSE ABSTRACTION SS 963 034 1 LB * 1 (HEAL-EYE STREAM) LIVINGSHAYES HSE ABSTRACTION SS 963 034 SILVERTON STW SS 9709 0147 1 LB ft 1 SILVERTON STW SS 9709 0147 CONFLUENCE WITH RIVER CULM SS 9710 0145 1 2 ft 1 1 IEXE-05C BEARE STREAM * SOURCE SS 9999 0122 CONFLUENCE WITH RIVER CULM SS 9870 0135 | 2 ft 1 i 1 j EXE-0 5C WEAVER SOURCEST 0935 0654 KERSWELL FISH FARM ST 0770 0630 1 l b KERSWELL FISH FARM ST 0770 0630 CONFLUENCE WITH RIVER CULM SS9990 0277 1 LB 1 NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

|EXE-05C COLE BROOK (CULM) SOURCE SS 9850 0465 BRADNINCH STW ST 0058 0330 1 IB (PAD BROOK) BRADNINCH STW ST 0058 0330 CONFLUENCE WITH RIVER CULM ST 0230 0625 j IB | )EXE—05C SPRATFORD STREAM SOURCE ST 0345 1988 B3391 BRIDGE, TIVERTON JUNCTION ST 0318 1160 1 16 # 1 B3391 BRIDGE, TIVERTON JUNCTION ST 0318 1160 CONFLUENCE WITH RIVER CULM ST 0284 0747 | 2 * 1 i1 |EXE—05C MILL STREAM/MILL RACE * SPRATFORD STREAM CONFLUENCE ST 0250 0840 CONFLUENCE WITH RIVER CULM ST 0240 0640 1 2 ft 1 1 1 |EXE-05C HERONSBANK BROOK SOURCE SS 9718 1093 CONFLUENCE WITH SPRATFORD STREAM ST 0252 0879 1 IB | IEXE-05C HALBERTON STREAM SOURCE ST 0060 1300 HALBERTON STW ST 0112 1229 1 IB HALBERTON STW ST 0112 1229 CONFLUENCE WITH SPRATFORD STREAM ST 0250 0880 1 18 1 |EXE—05C WOODCOXHAYES FARM STREAM * SOURCE ST 0285 1260 CONFLUENCE WITH SPRATFORD STREAM ST 0235 1085 1 2 # f \ 1 |EXE-0 5C PEVERELL STREAM SOURCE ST 0215 1550 SAMPFORD PEVERELL STW ST 0350 1400 1 IB ft I SAMPFORD PEVERELL STW ST 0350 1400 CONFLUENCE WITH SPRATFORD STREAM ST 0360 1290 1 2 « 1 1 | EXE-OSC LEONARD MOOR STREAM SOURCE ST 0500 1375 CONFLUENCE WITH SPRATFORD STREAM ST 0490 1340 1 IB I (EXE—05C KENTI5BEARE STREAM SOURCE ST 0970 0840 KENTISBEARE FISH FARM ST 0560 0840 1 IB (KEN) KENTISBEARE FISH PARM ST 0560 0840 CONFLUENCE WITH RIVER CULM ST 0290 0745 i IB I jEXE-05C OKHAY STREAM * SOURCE ST 0950 0665 KNOWLES HOUSE ABSTRACTION ST 091 369 1 IB ' KNOWLES HOUSE ABSTRACTION ST 091 069 CONFLUENCE WITH KENTISBEARE STREAM ST 0695 0835 1 IB > 1 1EXE—05C CRADDOCK STREAM * SOURCE ST 0780 1060 CONFLUENCE WITH RIVER CULM ST 0740 1285 1 IB I |EXE-05C SHELDON STREAM SOURCE ST 1124 0700 SHELDON WIW ST 1215 0771 1 IB > SHELDON WTV ST 1215 0771 CONFLUENCE WITH RIVER CULM ST 0819 1346 1 IB 1 0 1 |EXE-05C MADFORD RIVER SOURCE ST 1443 0658 CONFLUENCE WITH DUNKESWELL STREAM ST 1520 0850 1 l a DUNKESWELL STREAM CONFLUENCE ST 1520 0850 CONFLUENCE WITH RIVER CULM ST 1421 1378 1 LA 1l |EXE-05C BOUiAM RIVER SOURCE ST 1989 1110 CONFLUENCE WTIH MADFORD RIVER ST 1487 12 66 1 1A l1 jEXE-05C DUNXESWELL STREAM SOURCE ST 1316 0681 DUNKESWELL STW ST 1480 0810 1 1A ; DUNKESWELL STW ST 1460 0810 CONFLUENCE WITH MADFORD RIVER ST 1518 0858 1 ■ 1 |EXE-05C WTDCOKBE STREAM * SOURCEST 2190 1630 CONFLUENCE WITH RIVER CULM ST 2155 1600 1 IB 1 I

\ EXE-05D THORVERTON STREAM SOURCE SS 9000 0517 CADBURY STW SS90630509 1 IB ft 1 CADBURY STW SS 9063 0509 CONFLUENCE WITH RIVER EXE SS 9312 0105 i l b * i NRA—SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED 8 RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 ICATCHMENT RIVER RIVER LENGTH ( RIVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

1 |EXE-OSD BURN (EXE) SOURCE SS 9711 0477 CONFLUENCE WITH RIVER EXE SS 9431 0523 | IB * I |EXE—05D CHILTON BROOK * SOURCE SS 9165 0525 CONFLUENCE WITH RIVER EXE SS 9380 0590 | IB 1 I |EXE—05D BICKLEIGH BROOK SOURCE SS 9450 0705 BICKLEIGH STW SS 9397 0695 | IB t BICKLEIGH STW ss 9397 0695 CONFLUENCE WITH RIVER EXE SS 9395 0670 1 2 « i (EXE-OSD CART (EXE) SOURCE ss 8912 1666 CONLFUENCE WITH THE BURN RIVER SS 9335 0780 | IB * THE BURN RIVER CONFLUENCE ss 9335 0780 CONFLUENCE WITH RIVER EXE SS 9356 0721 I IB I | |EXE—OSD THE BURN * SOURCE ss 8920 0710 CONFLUENCE WITH CADEIfIGH STREAM ss 9150 0710 | IB ft CADELEIGH STREAM CONFLUENCE ss 9150 0710 CONFLUENCE WITH RIVER DART ss 9335 0780 | IB ft I (EXE-05D CADELEIGH STREAM SOURCE ss 9150 0780 CONFLUENCE WITH THE BURN RIVER ss 9150 0710 1 2 » (CADELEIGH STW ss 9150 0810) 1 1 | EXE-OSE COTTEY BROOK * SOURCE ss 9320 1150 WESTEXE RECREATION GROUND ABSTRACTION ss 948 126 | LA WESTEXE RECREATION GROUND ABS'N ss 948 L26 CONFLUENCE WITH RIVER EXE ss 952 127 1 l a t 1 )EXE—05C,E GRAND WESTERN CANAL WHIPCOTT ST 0734 1959 WHIPCOTT ss 9625 1235 1 2

(EXE-05E LCWMAN SOURCE ss 9800 1974 CONFLUENCE WITH RIVER EXE ss 9533 1197 | IB • 1 1 jEXE-OSE TOWN LEAT SOURCE ss 9760 1890 ALLERS WTW ss 9655 1523 1 l a i ALLERS WTW ss 9655 1523 CONFLUENCE WITH RIVER LOHMAN ss 9685 1320 1 LA 0 1 > 0 1 | EXE-OSE UPLCMMAN STREAM SOURCE ST 0258 1922 CONFLUENCE WITH RIVER UJWMAN ss 9922 1446 | IB • a l > |EXE-OSE HEATHCOTT LEAT CONFLUENCE WITH RIVER EXE , ss 9490 1380 JOHN HEATHCOTT i CO. DISCHARGE ss 9520 1280 1 IB JOHN HEATHCOTT U CO. DISCHARGE ss 9520 1280 CONFLUENCE WITH RTVER EXE ss 9530 1250 1 IB 1I 1EXE-OSE CALVERLEIGH STREAM SOURCE ss 8938 1662 CONFLUENCE WITH RIVER EXE ss 9487 1390 | IB 1 1I |EXE-OSE STOODLEIGHMOOR STREAM * SOURCE ss 9235 I860 CONFLUENCE WITH STOODLEIGH STREAM ss 9285 1910 { IB ft STOODLEIGH STREAM CONFLUENCE ss 9285 1910 CONFLUENCE WITH RIVE EXE ss 9435 1700 j IB « 1| |EXE-OSE STOODLEIGH STREAM SOURCE ss 9235 1880 STOODLEIGH STW ss 9280 1905 | IB ft STOODLEIGH STW ss 9280 1905 CONFLUENCE WITH STOODLEIGHMOOR STREAM ss 9285 1910 | IB # 1i |EXE—05F BATHERM SOURCE ST 0147 3045 SHILLINGFORD ss 979 238 | IB ft SHILL2NGFORD ss 979 238 CONFLUENCE WITH SHUTTERN BROOK ss 9590 2220 I IB ft SHUTTERN BROOK CONFLUENCE ss 9590 2220 BAMPTON ss 9590 2210 j IB ft BAMPTON ss 9590 2210 CONFLUENCE WITH RIVER EXE ss 9568 2068 | IB ft t 1 IEXE-05F SHUTTERN BROOK (BATHERM) SOURCE ss 9605 2700 MOREBATH STW ss 9532 2465 I IB ft NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES TOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

I 1 1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER { | QUALITY | FROM (NGR) TO (NGR) | OBJECTIVE | 1 1

MOREBATH STW SS 9532 2465 CONFLUENCE WITH RIVER BATHERM SS 9590 2220 1 IB # | 1 1 | EXE—05E IRON MILL STREAM SOURCE SS 8646 2193 BELLBROOK TROUT FARM SS 8977 2021 1 IB l | BELLBROOK TROUT FARM SS 8977 2021 CONFLUENCE WITH RIVER EXE SS 9387 2080 1 IB * | j |EXE—OSE OAKTORD STREAM SOURCE SS 9050 2140 QAKFORD STW SS 9127 2142 1 IB l | QAKFORD STW SS 9127 2142 CONFLUENCE WITH IRON MILL STREAM SS 9175 2080 1 2 ft | j j | EXE-05E COLE FORD STREAM * SOURCE SS 8795 1850 GREAT COLEFORD FARM ABSTRACTION SS 897 186 { IB l | GREAT COLEFORD FARM ABSTRACTION SS 897 186 CONFLUENCE WITH IRON MILL STREAM SS 9005 2010 i ig * i > 1 1 (EXE-05E BROCKEY RIVER SOURCE SS 8718 2507 CONFLUENCE WITH RIVER EXE SS 9238 2380 1 IB • 1 1 I |EXE-05H BARLE SOURCE SS 7227 4221 SIMONSBATH SS 773 391 1 1A | SIMDNSBATH SS 773 391 DULVERTON STW SS 9160 2730 1 1A I DULVERTON STW SS 9160 2730 CONFLUENCE WITH RIVER EXE SS 9342 2516 1 1A | 1 I | EXE-05H MILL BROOK (EXE) * SOURCE SS 8930 3155 ASHWICK HSE HOTEL ABSTRACTION SS 894 309 1 1A { ASHWICK HSE HOTEL ABSTRACTION SS 894 309 CONFLUENCE WITH RIVER BARLE SS 9070 2895 1 1A | 1 i 1 1 | EXE-05H DANE'S BROOK SOURCE SS 7919 3313 CONFLUENCE WITH RIVER BARLE SS 8845 2930 i 1A | 1 1i |EXE—05H IOTTL£ RIVER * SOURCE SS 8880 3335 CONFLUENCE WITH RIVER BARLE SS 8680 3210 1 1A | i i 1 1 j EXE-05H TARR STEPS STREAM * SOURCE SS 8750 3270 TARR STEPS TOILET ABSTRACTION SS 875 326 1 1A | TARR STEPS TOILET ABSTRACTION SS 875 326 CONFLUENCE WITH LITTLE RIVER SS 8745 3230 I 1A j I i 1 1 j EXE-05H SHERDON WATER SOURCE SS 7404 3717 CONFLUENCE WITH RIVER BARLE SS 8055 3610 1 1A | ■1 i1 |EXE-05H ASKCQMBE BROOK * SOURCE SS 7760 4060 PUBLIC TOILET ABSTRACTION SS 773 394 1 1A ) PUBLIC TOILET ABSTRACTION SS 773 394 CONFLUENCE WITH RIVER BARLE SS 7725 3910 1 1A j , i i 1 1 |EXE-05G HADDEO SOURCE ST 0034 3284 U/S WIMBLEBALL RESERVOIR SS 9880 2890 1 1A ( AT WIMBLEBALL RESERVOIR SS 970 310 1 1A | D/S WIMBLEBALL RESERVOIR SS 966 294 CONFLUENCE WITH RIVER EXE SS 9361 2657 | LA | ■ i 1 1 |EXE-05G PULHAM SOURCE SS 9426 3672 CONFLUENCE WITH RIVER HADDEO SS 9597 2946 1 LA | t r 1 I IEXE-05G LYDON STREAM SOURCE SS 9862 3025 WIMBLEBALL RESERVOIR SS 9815 3035 1 1A | I ( 1 I |EXE-05G QUARRY STREAM SOURCE SS 9875 3105 WIMBLEBALL RESERVOIR SS 9780 3185 1 1A | i i 1 1 1 EXE—05G WITHIEL BROOK SOURCE ST 0110 3375 CASTLE HILL FISHERY SS 9830 3323 1 LA | CASTLE HILL FISHERY SS 9830 3323 WIMBLEBALL RESERVOIR SS 9795 3240 1 1A j I i 1 1 (EXE-05G QUARME SOURCE SS 8601 4106 HOAR MOOR ABSTRACTION SS 860 407 1 1A | NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT fDNITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 (CATCHMENT RIVER RIVER LENGTH | RIVER j | QUALITY | FROM (WGR) TO (NGR) j OBJECTIVE 1 1 1

HOAR MOOR ABSTRACTION SS 860 407 CONFLUENCE WITH RIVER EXE SS 9226 3406 1 LA 1 1 !

|COASTAL DAWLISH WATER SOURCE SX 9110 8094 THORNES INTAKE, KENTON SX 9041 8069 1 IB I |(0SA) THORNES INTAKE, KENTON SX 9041 8069 BURROWS WTV sx 9495 7775 1 IB | BURROWS WTW sx 9495 7775 DAWLISH BEACH sx 9638 7662 1 IB | i | | COASTAL-05A WESTLEY MANOR BROOK * SOURCE sx 9190 8030 CONFLUENCE WITH DAWLISH WATER sx 9305 7910 1 10 ! 1 1 1 1 |COASTAL HOLCOMBE STREAM SOURCE sx 9430 7525 IANGLEY TROUT FARM sx 9520 7540 j IB | | (05A) LANGLEY TROUT FARM sx 9520 7540 TIDAL LIMIT sx 9605 7530 1 10 1 i 1

I Teign Catchment River Quality Objectives NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED I RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993}

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

(TEIGN-06A TEIGN CONF OF NORTH I SOUTH TEIGN RIVERS SX 6827 8766 TIDAL LIMIT sx 8628 7250 1 1A | -06B 1 j -06C 1

|TEIGN-06A BITTON BROOK * SOURCE SX 9320 7495 TEIGNBRIDGE D.C. ABSTRACTION sx 933 733 1 IB TEIGNBRIDGE D.C. ABSTRACTION SX 933 733 TIDAL LIMIT sx 933 729 1 IB I |TEIGN-06A ARCH BROOK SOURCE sx 9175 6990 5T0KEINTEIGNHEAD STW sx 9143 7071 1 IB STOKEIOTEIGNHEAD STW sx 9143 7071 TIDAL LIMIT sx 909 720 | IB < |TEIGN—06A BISHOPSTEIGNTON STREAM SOURCE sx 9110 7425 BISHOPSTEIGNTON (MAIN) STW sx 9120 7310 1 IB BISHOPSTEIGNTON (MAIN) STW sx 9120 7310 TIDAL LIMIT sx 912 730 | IB 1 (TEIGN—06A R0COMBE BROOK SOURCE sx 9150 6855 COMBE CELLARS INN STW sx 9020 7230 | IB COMBE CELLARS INN STW sx 9020 7230 TIDAL LIMIT sx 9010 7230 1 10 1 [TEIGN-06A NETHERTON BROOK SOURCE sx 8930 7060 NETHERTON STW sx 8923 7110 1 IB NETHERTON STW sx 8923 7110 TIDAL LIMIT sx 8915 7215 1 IB 1 |TEIGN—06A ALLER BROOK (TEIGN) SOURCE sx 8970 6698 CONFLUENCE WITH KINGSKERSWELL BROOK sx 8760 6807 t 2 KINGSKERSWELL BROOK CONFLUENCE sx 8760 6807 TIDAL LIMIT sx 8723 7164 | 2 1 (TEIGN—06A COMPTON POOL STREAM SOURCE sx 8670 6360 COMPTON i MARLDON STW sx 8630 6570 1 IB COMPTON fc MARLDON STW sx 8630 6570 CONFLUENCE WITH ALLER BROOK sx 8735 6935 1 IB - i 1 |TEIGN-06A KINGSKERSWELL BROOK SOURCE sx 8980 6870 COFFINSWELL STW sx 8895 6853 t 2 COFFINSWELL STW sx 8895 6853 CONFLUENCE WITH ALLER BROOK sx 8760 6807 1 2 i 1 |TEIGN-06A MANOR HOUSE STREAM * SOURCE sx 8750 6745 CONFLUENCE WITH ALLER BROOK sx 8760 6815 1 2 I |TEIGN-06B LEMON SOURCE ST 7635 7747 CONFLUENCE WITH SOUTH KNIGHTON STREAM sx 8120 7190 1 1A SOOTH KNIGHTON STREAM CONFLUENCE sx 8120 7190 BRADLEY MANOR sx 841 709 | LA BRADLEY MANOR sx 841 709 BRADLEY MANOR sx 852 710 1 1A BRADLEY MANOR sx 852 710 COURTENAY PARK ABSTRACTION sx 854 712 1 l a COURTENAY PARK ABSTRACTION sx 854 712 TIDAL LIMIT sx 8623 7145 1 i 1 |TEIGN—06B HOUGHTON BROOK * SOURCE sx 8210 7280 CONFLUENCE WITH RIVER LEMON sx 8250 7180 1 l a I |TEIGN—06B SOUTH KNIGHTON STREAM SOURCE sx 8060 7255 SOUTH KNIGHTON STW sx 8102 7239 I IB II SOUTH KNIGHTON STW sx 8102 7239 CONFLUENCE WITH RIVER LEMON sx 8120 7190 t 2 ft i 1 ITEIGN-06B SIG * SOURCE sx 7521 7592 CONFLUENCE WITH RIVER LEMON sx 7785 7362 1 1A i 1 |TEIGN-06B BLATCHFORD STREAM SOURCE sx 8289 7322 PERRY FARM sx 8360 7287 1 1A PERRY FARM sx 8360 7287 WBB BALL CLAY LAGOON sx 8600 7270 1 IB WBB BALL CLAY LAGOON sx 8600 7270 TIDAL LIMIT sx 8583 7242 1 IB NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 (TEIGN-06B UGBROOKE STREAM SOURCE SX 8991 7908 HIGHER SANDYGATE SX 8672 7513 1 IB » | HIGHER SANDYGATE SX 8672 7513 CONFLUENCE WITH SANDYGATE STREAM SX 8661 7478 I 2 » 1 SANDYGATE STREAM CONFLUENCE SX 8661 7478 CONFLUENCE WITH RIVER TEIGN SX 8572 7368 1 2 ft | j j |TEIGN—06B SANDYGATE STREAK SOURCE SX 9074 7835 CONFLUENCE WITH COLLEY BROOK SX 8920 7675 1 IB # | COLLEY BROOK CONFLUENCE SX 8920 7675 COOMBE HOLDRIDGE SX 8732 7580 1 IB « | COOMBE HOLDRIDGE SX 8732 7580 CONFLUENCE WITH UGBROOKE STREAM SX 8661 7478 i 2 • i j j |TEIGN-06B COLLEY BROOK SOURCE SX 8990 7835 IDEFORD STW SX 8920 7690 i i b • i IDEFORD STW SX 8920 7690 CONFLUENCE WITH SANDYGATE STREAM SX 8920 7675 1 IB « | I I |TEIGN-06B LTVERTON BROOK SOURCE SX 7*770 7693 CONFLUENCE WITH RIVER TEIGN SX 8501 7485 1 1A l | 1 I jTEIGN—06D BOVEYSOURCE SX 6770 8153 CONFLUENCE WITH RIVER TEIGN SX 8481 7550 1 lA j i i |TEIGN-06D POTTERY PLANTATION STREAM * SOURCE SX 8120 7715 CONFLUENCE WITH IANGALLER BROOK SX 8185 7700 i i a i 1 1 (TEIGN-06D LANGALLER BROOK * SOURCE SX 7955 7665 CONFLUENCE WITH RIVER BOVEY SX 8192 7710 1 1A 1 1 | |TEIGTM)6D WRAY BROOK SOURCE SX 7565 8807 MORETONHAMPSTEAD STW SX 7680 8490 1 1A I MORETONHAMPSTEAD STW SX 7680 8490 CONFLUENCE WITH RIVER BOVEY SX 7919 7993 ( 1A | i i (TEIGN—06D WADLEY BROOK SOURCE SX 7350 8550 CONFLUENCE WITH BOVEY CROSS BROOK SX 7508 8555 1 l a | BOVEY CROSS BROOK CONFLUENCE SX 7508 8555 CONFLUENCE WITH WRAY BROOK SX 7602 8560 1 1A | 1 1 |TEIG»-06D BOVEY CROSS BROOK SOURCE SX 7432 8480 CONFLUENCE WITH WADLEY BROOK SX 7508 8555 1 1A I (BOVEY CROSS WIW SX 7432 8480) 1 1 1 1 1TEIGN-06D BECKA BROOK SOURCE SX 7433 7656 CONFLUENCE WITH HAYNE BROOK SX 7580 8005 1 lA | HAYNE BROOK CONFLUENCE SX 7580 8005 CONFLUENCE WITH RIVER BOVEY SX 7792 8013 1 1A | i i (TEIGN-06D HAYNE BROOK SOURCE SX 7290 8025 MANATON STW SX 7579 8048 1 1A | MANATON STW SX 7579 8048 CONFLUENCE WITH BECKA BROOK SX 7580 8005 1 1A | 1 ( (TEIGN—06D HEATH COMBE STREAM * SOURCE SX 7105 8099 SOUTH HEATHERCOMBE ABSTRACTION SX 716 309 i i a i SOUTH HEATHERCOMBE ABSTRACTION SX 716 809 CONFLUENCE WITH RIVER BOVEY SX 7320 8435 1 i a I 1 I (TEIGN-06C KATE BROOK SOURCE SX 8859 7962 CONFLUENCE WITH HALDON STREAM SX 8712 7935 1 1A | HALDON STREAM CONFLUENCE SX 8712 7935 CONFLUENCE WITH RIVER TEIGN SX 8576 7847 1 1A | . 1 I 1 1 |TEIGN-06C HALDON STREAM SOURCE SX 9035 8340 CHUDLEIGH FISH FARM SX8813 8065 1 l a | CHUDLEIGH FISH FARM SX 8813 8065 CONFLUENCE WITH KATE BROOK SX 8712 7935 1 1A i 1 iI |TEIGN-06C FARNBOROUGH STREAM * SOURCE SX 8690 8120 CONFLUENCE WITH HALDON STREAM SX 8731 7985 1 1A | 1 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

ITEIGN-06C BRAMBLE BROOK SOURCE SX 8882 8408 CONFLUENCE WITH RIVER TEIGN SX 8488 8115 1 1A | ITEIGK-06C HENNOCK STREAM SOURCE SX 8345 8045 CONFLUENCE WITH RIVER TEIGN SX 8480 8125 1 IB « 1 |TEIGN-06C BEACON BROOK SOURCE SX 7839 8508 U/S TRENCHFORD RESERVOIR SX 8023 8294 1 IA AT TRENCHFORD RESERVOIR SX 8070 8235 j LA D/S TRENCHFORD RESERVOIR SX 8070 8235 TOTTIFORD HOUSE SX 8082 8228 1 1A « TOTTIFORD HOUSE SX 8082 8228 CONFLUENCE WITH RIVER TEIGN SX 8439 8167 j 2 « | |TEIGN-06C KENNICK STREAM SOURCE SX 7917 8588 U/S KENNICK RESERVOIR SX 8007 8494 1 1B * AT KENNICK RESERVOIR SX 8068 8385 | IB « D/S KENNICK RESERVOIR SX 8068 8385 U/S TOTTIFORD RESERVOIR SX 8071 8371 1 IB « AT TOTTIFORD RESERVOIR SX 8100 8268 1 1B 1 | |TEIGN-06C CTAMPITT STREAM SOURCE SX 8105 8485 KENNICK RESERVOIR SX 8050 8440 1 LA i {TEIGN-06C DAM FEEDER STREAM SOURCE SX 8110 8400 KENNICK RESERVOIR SX 8080 8390 1 1A | |TEIGN-06C CHRISTOW STREAM SOURCE SX 8175 8420 MILL HOUSE FISH FARM SX 8350 8500 1 IB » MILL HOUSE FISH FARM SX 8350 8500 CONFLUENCE WITH RIVER TEIGN SX 8405 8540 I IB • i JTBICW-06C ROOKERY BROOK SOURCE SX 7988 8680 CONFLUENCE WITH BRIDFORD STREAM SX 8173 8610 1 1B « BRIDFORD STREAM CONFLUENCE SX 8173 8610 BARYTES MINE SX 8300 8632 1 3 # i BARYTES MINE SX 8300 8632 CONFLUENCE WITH RIVER TEIGN SX 8387 8672 | 3 « I |TEIGN-06C BRIDFORD STREAM SOURCE SX 8165 8640 BRIDFORD STW SX 8178 8610 1 18 t BRIDFORD STW SX 8178 8610 CONFLUENCE WITH ROOKERY BROOK SX 8173 8610 | IB « t ii 1 |TEIGN—06C BAIT'S BROOK * SOURCE SX 8620 8830 CONFL WITH DODDISCOMBELEIGH STREAM SX 8475 8700 1 IB • DODDISCOMBELEIGH STREAM CONFLUENCE SX 8475 8700 CONFLUENCE WITH RIVER TEIGN SX 8390 8660 i 18 « 1 1 |TEIGN—06C DODDISCOMBELEIGH SOURCE SX 8580 8695 DODDISCOMBELEIGH STW SX 8525 8696 1 18 « STREAM DODDISCOMBELEIGH STW SX 8525 8696 CONFLUENCE WITH BATT'S BROOK SX 8475 8700 1 2 » i |TEIGN-06C SOWTON BROOK SOURCE SX 8405 9250 CONFLUENCE WITH RIVER TEIGN SX 8338 8725 1 IB * 1 JTEIGN-06C CULVER BROOK * SOURCESX 8615 9165 CONFLUENCE WITH SCWTON BROOK 5X 8360 8950 1 IB 1 I 1 (TEIGN-06C REEDY BROOK SOURCE SX 8243 9286 CONFLUENCE WITH RIVER TEIGN SX 8201 8877 1 1A 1 |TEIGN-06C CLIFFORD BROOK * SOURCE SX 7640 8840 CLIFFORD BRIDGE HOUSE ABSTRACTION SX 778 894 1 LA CLIFFORD BRIDGE HOUSE ABSTRACTION SX 778 894 CONFLUENCE WITH RIVER TEIGN SX 7810 8970 1 1A i J JTEIGN-06C SCOTLEY BROOK SOURCE SX 7415 9270 CONFLUENCE WITH CROCKERNWELL STR SX 7620 9650 1 l a CROCKERNWELL STR CONFLUENCE SX 7620 9650 CONFLUENCE WITH RIVER TEIGN SX 7775 9003 1 1A NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROUED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993}

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

JTEIGN-06C CROCKERNWELL STREAM SOURCE SX 7550 9240 CROCKERNWELL STW SX 7585 9243 I IB » 1 CROCKERNWELL STW SX 7585 9243 CONFLUENCE WITH SCOTLEY BROOK SX 7620 9250 | IB • 1 I |TEIGN-06C CRAN BROOK * SOURCE SX 7445 8845 ANGLERS REST ABSTRACTION SX 745 896 1 l a # 1 ANGLERS REST ABSTRACTION SX 745 896 CONFLUENCE WITH RIVER TEIGN SX 7455 8970 1 1A • 1 | j TEIGN-06C FINGLE BROOK SOURCE SX 6930 9245 CONFLUENCE WITH RIVER TEIGN SX 7433 8995 1 IB « 1 1 j TEIGN—06C NORTH TEIGN RIVER SOURCE SX 6144 8398 GIDLEIGH PARK HOTEL ABSTRACTION SX 676 876 1 lA GIDLEIGH PARK HOTEL ABSTRACTION SX 676 876 CONFLUENCE WTIH BLACKATON BROOK SX 6823 8802 1 LA BLACKATON BROOK CONFLUENCE SX 6823 8802 CONFLUENCE WITH SOOTH TEIGN RIVER SX 6827 8766 1 1A i |TEIGN-06C BLACKATON BROOK SOURCE SX 6402 9007 CONFLUENCE WITH THROWLEIGH STREAM SX 6780 9050 1 LA THROWLEIGH STREAM CONFLUENCE SX 6780 9050 CONFLUENCE WITH NORTH TEIGN RIVER SX 6823 8802 | 1A 1 |TEIGN-06C FORDER BROOK * SOURCE SX 6510 8925 CONFLUENCE WITH BLACKTON BROOK SX 6770 8880 1 LA i (TEIGN—06C JOORTOWN BROOK * SOURCE SX 6605 8815 CONFLUENCE WITH FORDER BROOK SX 6760 8880 1 1A i |TEIOM)6C GIDLEIGH STREAM * SOURCE SX 6680 8810 GIDLEIGH CASTLE ABSTRACTION SX 668 88L 1 LA GIDLEIGH CASTLE ABSTRACTION SX 668 881 CONFLUENCE WITH MDORTOWN BROOK SX 6740 8880 1 LA. t jTEIGN—06C THULE STREAM * SOURCE SX 6660 8870 THULE FARMLAND ABSTRACTION SX 664 887 1 LA • THUL£ FARMLAND ABSTRACTION SX 664 887 CONFLUENCE WITH MOOKTOWN BROOK SX 6625 8870 1 la 1I JTEIGN-06C THROWLEIGH STREAM SOURCE SX 6680 9035 1HROWIEIGH STW SX 6756 9052 1 LA i THROWLEIGH STW SX 6756 9052 CONFLUENCE WITH BLACKATON BROOK SX 6780 9050 ! 1A 1 |TEIGN-06C SOUTH TEIGN RIVER SOURCE SX 6526 8492 U/S FERNWORTHY RESERVOIR SX 6595 B37S 1 LA AT PERNWORTHY RESERVOIR SX 6709 8437 1 1A D/S FERNWORTHY RESERVOIR SX 6709 8437 TORR HOUSE ABSTRACTION SX 681 866 1 l a TORR HOUSE ABSTRACTION SX 681 866 CONFLUENCE WITH NORTH TEIGN RIVER SX 6827 8766 1 LA i i 1 |TEIGN-06C THORNWORTHY BROOK SOURCE SX 6615 8535 FERNWORTHY RESERVOIR SX 6652 8445 1 1A i 1 |TEIGN-06C LCXfTON BROOK SOURCE SX 6675 8245 FERNWORTHY RESERVOIR SX 6630 8370 i 1 l a 1i |TEIGN-06C ASSYCQMBE BROOK SOURCE SX 6580 8175 CONFLUENCE WITH SOOTH TEIGN RIVER SX 6S85 8365 j 1A 1 Dart Catchment River Quality Objectives

NHA South We.s('J i»shwiit<;i I’l.ininiK) April 1903 NRA—SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 (CATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY j FROM (NGR) TO (NGR) j OBJECTIVE | 1 1

|DART-07B DART CONFL OF EAST fc WEST DART RIVER SX 6718 7312 TOTNES WEIR SX 8005 6127 1 1A | | —07A 1 1

jDART-07A OLD MILL STREAM SOURCE SX 8360 5225 OLD MILL RESERVOIR SX 8515 5220 1 IB | AT OLD MILL RESERVOIR SX 8510 5220 i 2 i D/S OLD MILL RESERVOIR SX 8515 5220 TIDAL LIMIT SX 8620 5190 1 2 1 1 1 |DART-07A BRUCKTON STREAM SOURCE SX 8455 8280 OLD MILL RESERVOIR SX 8492 5220 1 IB 1 1 j |DART-07A GALMPTON STREAM SOURCE SX 8910 5560 GALMPTON STW SX 8830 5620 1 IB | GALHPTON STW SX8830 5620 TIDAL LIMIT SX 8810 5605 | IB j 1 i jDART-07A BARBERRY WATER * SOURCE SX 8120 5275 CONFLUENCE WITH CAPTON STREAM SX 8310 5345 1 IB | CAPTON STREAM CONFLUENCE SX 8310 5345 TIDAL LIMIT SX 8530 5505 1 IB | | | |DART-07A CAPTON STREAM SOURCE SX 8360 5320 CAPTON STW SX 8344 5316 1 IB | CAPTON STW SX 8344 5316 CONFLUENCE WITH BARBERRY WATER SX 8310 5345 | IB j | I |DART-07A CORNWORTHY STREAM SOURCE SX 8260 5570 CORNWORTHY STW SX 8260 5S40 | IB | CORNWORTHY STW SX 8260 5540 TIDAL LIMIT SX 8250 5630 1 IB | I I |DART-07A WASH SOURCESX 7785 5225 CONFLUENCE WITH ALLALEIGH STREAM SX 8150 5550 1 l a | 1 ALLALEIGH STREAM CONFLUENCE SX 8150 5550 TIDAL LIMIT SX 8185 5607 1 LA j '.1 1 Ji 1 |DART-07A ’ ALLALEIGH STREAM SOURCESX 8020 5320 DART VAL£ TROUTFARM SX 8110 5440 1 LA | DART VALE TROUT FARM SX 8110 5440 CONFLUENCE WITH RIVE WASH SX 8150 5550 i l a ; i 1 1 1 1 DART—07A HALWELL CROSS STREAM SOURCE SX78055305 HALWELL STW SX 7761 5344 i l a t i HALWELL STW SX 7761 5344 CONFLUENCE WITHRIVER WASH SX 7750 5355 1 IB I I 1 1 |DART-07A LONGCOMBE STREAM * SOURCE SX 8500 5950 LONGOOMBE FARM ABSTRACTION SX 833 594 1 IB ; 1 LONGCOMBE FARM ABSTRACTION SX 833 594 TIDAL LIMIT SX 8270 5860 1 IB |

|DART-07A HARBOURNE RIVER SOURCE SX 6954 6508 HATCHLANDS FISH FARM SX 7356 6042 1 IB | 1 HATCHLANDS FISH FARM SX 7356 6042 TIDAL LIMIT SX 8122 5657 j “ ■ , j |DART-07A 1 BARBERTON STREAM SOURCE SX 7765 5970 HARBERTON STW SX 7772 5830 1 IB 1 HARBERTON STW SX 7772 5830 CONFLUENCE WITH HARBOURNE RIVER SX,7840 5620 1 IB , 1 1 1 jDART-07B HEMSSOURCE SX 7819 7000 CONFLUENCE WITH THORNECROFT STR SX 7830 6690 1 IB | THORNECROFT STR CONFLUENCE SX 7830 6690 TIDAL LIMIT SX 8115 6237 1 IB j | |DART-07B AM BROOK SOURCE SX 7957 6870 CONFLUENCE WITH HALWELL STREAM SX 8220 6595 1 IB ' j HALWELL STREAM CONFLUENCE SX 8220 6595 CONFLUENCE WITH RIVER HEMS SX 8162 6380 1 IB | 1 1 NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 1CATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY j FROM (NGR) TO (NGR) j OBJECTIVE j 1 1

|DART-07B HAUWELL STREAK SOURCE SX 8275 6820 DENBURY STW SX 8260 6800 I IB | DENBURY STW sx 6260 6800 CONFLUENCE WITH AM BROOK SX 8220 6595 1 IB i j j |DART-07B THORNECROFT STREAM SOURCE sx 7745 6683 LANDSCOVE (GULLIFORD) STW sx 7751 6677 i i b ft i LANDSCOVE (GULLIFORD) STW sx 7751 6677 CONFLUENCE WITH RIVER HEMS sx 7830 6690 i 2 ft i j i |DART-07B BIDWELL BROOK SOURCE sx 7370 6261 RATTERY STW sx 7448 6139 1 IB ft | RATTERY STW sx 7448 6139 CONFLUENCE WITH RIVER DART sx 7996 6135 1 IB ft | j i |DART-07B WOOLSTON STREAM (DART)* SOURCE sx 7575 6860 CONLFUERCE WITH LANDSCOVE STREAM sx 7730 6525 1 IB ft | LANDSCOVE STREAM CONFLUENCE sx 7730 6525 CONFLUENCE WITH RIVER DART sx 7825 6365 1 IB ft | | I jDAFT—07B WHITEWAY FARM STREAM SOURCE sx 7845 6530 LANDS COVE (HILLCROFT) STW sx 7840 6530 I IB ft | LANDSCOVE (HILLCROFT) STW sx 7840 6530 CONFLUENCE WITH WOOLSTON STREAM sx 7760 6490 1 2 ft | j j DART-07B LANDSCOVE STREAM SOURCE sx 7685 6705 LANDSCOVE C.O.E. STW sx 7730 6620 1 IB ft | LANDSCOVE C.O.E. STW sx 7730 6620 CONFLUENCE WITH WOOLSTON STREAM sx 7730 6525 1 IB ft | 1 i |DART-07B MARDLE SOURCE sx 6672 6925 CHALKFORD sx 682 583 1 lA | CHALKFORD sx 682 683 CHALKFORD sx 685 581 1 lA | CHALKFORD sx 685 S81 CONFLUENCE WITH RIVER DART sx 7475 6615 1 LA 1 1 j | DART-07B KILBURY MILL LEAT * SOURCE sx 7490 6560 BUTTERFLY FARM ABSTRACTION sx 747 661 1 1A | BUTTERFLY FARM ABSTRACTION sx 747 561 CONFLUENCE WITH RIVER MARDLE sx 7440 6610 1 l a j i i |DART-07B DEAN BURN SOURCE sx 6764 6642 CONFLUENCE WITH RIVER MARDLE sx 7419 6617 1 l a | i i |DART-07B DEAN PRIOR STREAM * SOURCE sx 7325 6285 CONFLUENCE WITH DEAN BURN sx 7313 6497 1 1A | 1 | | DAUT—07B ASHBURN SOURCE sx 7521 7473 PRIDHAMS LEIGH sx 748 675 1 l a i PRIDHAMSLEIGH sx 748 675 PRIDHAMSLEIGH sx 747 673 i l a i PRIDHAMSLEIGH sx 747 673 CONFLUENCE WITH RIVER DART sx 7457 6664 i l a j i 1 1 j DART-0 78 BALLAND BROOK * SOURCE sx 7640 7200 CONFLUENCE WITH RIVER ASHBURN sx 7560 6975 1 LA I 1 1 IDART-07B HOLY BROOK SOURCE sx 6795 6871 HOLNE STW sx 7090 6930 1 1A | HOLNE STW sx 7090 6930 CONFLUENCE WITH RIVER DART sx 7411 6770 j LA | I j |DART-07B HOLN MDOR LEAT * (1). SEALS STOKE sx 6910 7085 STOKE SHALLOWS ABSTRACTION sx 694 697 1 1A | (2). HOLN MOOOR sx 6790 7025 STOKE SHALLOWS ABSTRACTION sx 694 697 1 l a | 1 STOKE SHALLOWS ABSTRACTION sx 694 697 CONFLUENCE WITH HOLY BROOK sx 6975 6875 1 l a j | |DART-07B RUDDYCLEAVE WATER SOURCE sx 7399 7580 CONFLUENCE WITH RIVER DART sx 7225 7220 I 1A . | I I |DART-07B WEBBURN CONFL OF EAST £ VfEST WEBBURN RIVERS SX 7137 7370 CONFLUENCE WITH RIVER DART sx 7189 7193 1 1A | 1 1 NRA-SOUTH WEST REGION RIVEB QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED R RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

|DART—07B BEARA STREAM * SOURCE SX 719 738 HIGH BEARA FARM HOUSE ABSTRACTION SX 719 738 1 | HIGH BEARA FARM HOUSE ABSTRACTION SX 719 738 CONFLUENCE WITH RIVER WEBBURN SX 7140 7360 1 1A | i j )DART-07B EAST WEBBURN RIVER SOURCE SX 7082 8037 NAT5WORTHY MANOR ABSTRACTION SX 717 802 1 l a | NAT5W0RTHY MANOR ABSTRACTION SX 717 802 WIDECOMBE IN THE MOOR STW SX 7186 7562 i 1A 1 WIDECOMBE IN THE MOOR STW SX 7186 7562 CONFLUENCE WITH WEST WEBBURN RIVER SX 7137 7390 i 1A I |1 j1 |DART-07B WEST WEBBURN RIVER SOURCE SX 6814 8137 CONFLUENCE WITH EAST WEBBURN RIVER SX 7137 7390 1 1A | i I |DART-07B POUNDSGATE STREAM SOURCE SX 6980 7250 POUNDSGATE STW SX 7059 7233 1 1A 1 POUNDSGATE STW SX 7059 7233 CONFLUENCE WITH RIVER DART SX 7175 7175 1 1A i 1I 1| JDART-07B VENFORD BROOK SOURCE SX 6747 7056 U/S VENFORD RESERVOIR SX 6830 7070 1 1A | AT VENFORD RESERVOIR SX 6870 7120 i i a i D/S VENFORD RESERVOIR SX 6870 7120 VENFORD WTW SX 6872 7125 1 1A 1 VENTORD WTW SX 6872 7125 CONFLUENCE WITH RIVER DART SX 6863 7204 i i a j 1 i jDART-07B EAST DART RIVER SOURCE SX 6096 8543 U/S POSTBRIDGE SX 645 791 1 1A 1 U/S POSTBRIDGE SX 645 791 BELLEVER SX 656 773 1 1A | BELLEVER SX 656 773 DARTMEET SX 672 733 1 lA | DARTMEET SX 672 733 CONFLUENCE WITH WEST DART RIVER SX 6718 7312 1 1A j 1I i1 |DART—07B WALLA BROOK SOURCE SX 6757 8107 CATOR SX 669 777 1 1A | CATOR SX 669 777 CATOR SX 670 776 1 1A | CATOR SX 670 776 CONFLUENCE WITH EAST DART RIVER SX 6721 7472 t 1A | | |DART-07B SHEKWELL STREAM * SOURCE SX 6790 7460 ROGUES ROOST GUSET HOUSE ABSTRACTION SX 674 750 1 1A | ROGUES ROOST GUSET HOUSE ABS'N SX 674 750 CONFLUENCE WITH W A L L A BROOK SX 6730 7505 1 1A | 1 1 j DART-07B WEST, DART RIVER SOURCE SX 6024 8157 CONFLUENCE WITH BLACKBROOK RIVER SX 6180 7415 1 1A | BLACKBROOK RIVER CONFLUENCE SX 6180 7415 PRINCEHALL SX 622 738 i 1A j PRINCEHALL SX 622 738 HUCCABY SX 660 729 1 1A | ' , HUCCABY SX 660 729 CONFLUENCE WITH EAST DART RIVER SX 6718 7312 1 1A | 1 I |DART-07B 0 BROOK * SOURCE SX 6475 7030 CONFLUENCE WITH WEST DART RIVER SX 6725 7250 1 1A | 1l 1j JDART-07B SWINCOMBE SOURCE SX 6342 6958 SWINCOMBE INTAKE SX 6325 7187 1 1A | SWINCOMBE INTAKE SX 6325 7187 CONFLUENCE WITH WEST DART RIVER SX 6478 7372 { 1A | I | |DAKT-07B CHERRY BROOK SOURCE SX 6192 8016 LCWER CHERRY BROOK BRIDGE SX 631 748 i i a i LOWER CHERRY BROOK BRIDGE SX 631 748 LOWER CHERRY BROOK BRIDGE SX 632 747 1 LA 1 LOWER CHERRY BROOK BRIDGE SX 632 747 CONFLUENCE WITH WEST DART RIVER SX 6332 7370 j LA | 1 I |DART-07B BLACKBROOK RIVER SOURCE SX 5802 7779 BLACKBROOK RIVER INTAKE SX 588 748 1 1A | NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW {APRIL 1993)

BLACKBROOK RIVER INTAKE SX 588 748 PRINCETOWN STW SX 6055 7385 1 l a | PRINCETOWN STW SX 6055 7385 CONFLUENCE WITH WEST DART RIVER SX 6180 7414 1 1A j i | | DART-07B PRISON LEAT * SOURCE SX 5800 8098 DARTMOOR PRISON ABSTRACTION SX 576 751 1 LA 1 DARTMOOR PRISON ABSTRACTION SX 576 751 CONFLUENCE WITH BLACKBROOK RIVER SX 5880 5995 1 1A i 1 | |DART-07B DEVONPORT LEAT (DART) * BLACKBROOK SX 5885 7495 BACHELORS HALL ABSTRACTION SX 599 733 1 LA 1 BACHELORS HALL ABSTRACTION SX 599 733 NUN'S CROSS FARM SX 6060 6980 1 1A | 1I iI |DART-07B COWSIC RIVER SOURCE SX 5937 8047 COWSIC INTAKE SX 595 767 1 1A | COWSIC INTAKE SX 595 767 CONFLUENCE WITH WEST DART RIVER SX 6079 7505 i LA j 1 1

i Avon and Gara Catchment River Quality Objectives

Key

NWC Class 1A

NWC Class IB

NWC Class 2

NWC Class 3

NWC Class 4

Nol monitored

km 2 3

Blackawton Stream

Cast IViwto Stioam

NIIA South West I reshwatet I’!.* irmiy April 1‘W3 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 ICATCHMENTRIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

|GARA—08A THE GARA SOURCE SX 7964 5274 COLLATON SX 7967 5265 1 2 # COLLATON SX 7967 5265 TIDAL LIMIT SX 8240 4206 j IB > I |GARA-08A BIACKAWTON STREAM SOURCE SX 8055 5100 BLACKAWTON STW SX 8050 5040 1 BLACKAWTON STW SX 8050 5040 CONFLUENCE WITH THE GARA SX 8035 4990 1 IB 1 |GARA-08A 5LAPT0N STREAM SOURCE SX 7941 4808 VALLET SPRINGS FISH FARM SX 7931 4584 1 LB VALLET SPRINGS FISH FARM SX 7931 4584 SLAPTON LEY SX 8216 4404 j IB i |GARA—08A SOUTH GROUNDS STREAM SOURCE SX 8175 4522 SLAPTON STW SX 8207 4439 1 1B SLAPTON STW SX 8207 4439 CONFLUENCE WITH SLAPTON STREAM SX 8192 4425 1 l b 1

|GARA-08A WIDDICOMBE LEY SOURCE SX 8090 4040 BEESON STW SX 8132 4115 1 LB BEESON STW SX 8132 4115 SEA SX 8200 4100 1 l b 1 (GARA-08A IANNACOMBE STREAM * SOURCE SX 7910 3950 CONFLUENCE WITH KELLATON STREAM SX 8020 3835 1 LB KELLATON STREAM CONFLUENCE SX 8020 3835 TIDAL LIMIT SX 8020 3720 ( IB I |GARA-08A KELLATON STREAM SOURCE SX 8005 3945 KELLATON STW SX 8028 3900 1 LB 1 KELLATON STW SX80283900 CONFLUENCE WITH LANNACOMBE STREAM SX 8020 3835 1 2 ft i (GARA-OfiA EAST PRAWLE STREAM SOURCE SX 7805 3655 EAST PRAWLE STW SX 7830 3650 1 IB EAST PRAWLE STW SX 7830 3650 TIDAL LIMIT SX 7870 3600 1 IB 1

|KINGSBRIDGE SOUTH POOL STREAM SOURCE SX^8040 4130 TIDAL LIMIT SX 7740 4010 1 l b jESTUARY 1 j (08A) CHILLINGTON STREAM SOURCE SX<>8040 4210 CHILLINGTON STW SX 7780 4260 1 IB CHILLINGTON STW SX ,7780 4260 TIDAL LIMIT SX 7755 4255 1 IB 1 I i 08A SHERFORD STREAM SOURCE SX '7825 4515 SHERFORD STW SX 7780 4430 i LB SHERFORD STW SX 7780 4430 TIDAL LIMIT SX 775 426 1 IB I | 08A WEST CHARLETON STREAM SOURCE SX 7570 4370 WEST CHARLETON STW SX 7514 4236 1 10 WEST CHARLETON STW SX 7514 4236 TIDAL LIMIT SX 749 116 1 l b 1 | 06A SMALL BROOK (KINGSBRIDGE) SOURCE SX 7710 5066 EAST ALDINGTON STW SX 7655 4874 1 IB EAST ALLINTON STW SX 7655 4874 TIDAL LIMIT SX 7484 4413 1 IB I | 08A CHURCHSTCJW STREAM SOURCE SX 7125 4560 CHURCHSTOW STW SX 7165 4500 1 LB CHURCHSTCM STW SX 7165 4500 TIDAL LIMIT SX 730 443 1 IB i | 08A WEST ALVINGTON STREAM * SOURCE SX 7207 4353 TIDAL LIMIT SX 7340 4365 1 LB 1 | 08A WOOLSTON STREAM SOURCE SX 7165 4165 WDOLSTON STW - SX 7160 4140 i IB ft NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) j OBJECTIVE I

(KINGSBRIDGE) WOOLSTON STW SX 7160 4140 TIDAL LIMIT SX 7260 4095 t 2 » 1 l | 08 A COMBE STREAM (KINGSBRIDGE) SOURCE sx 7060 3880 MALBOROUGH STW SX 7119 3885 1 IB MALBOROUGH STW sx 7119 3885 TIDAL LIMIT SX 728 3770 1 IB I | 08A SOUTH MILTON LEY SOURCE sx 7100 4400 SOUTH MILTON STW SX 6860 4229 1 18 SOUTH MILTON STW sx 6860 4229 TIDAL LIMIT sx 6790 4190 1 IB 1

|AV01»-08B AVON SOURCE sx 6505 6952 HORSEBROOK sx 7126 5845 1 la ft 1 HORSEBROOK sx 7126 5845 LODDISWELL sx 7272 4822 1 IB ft 1 LODDISWELL sx 7272 4822 TIDAL LIMIT sx 7008 4725 1 La * 1 1

| AVON—08A ST. ANN'S CHAPEL STREAM * SOURCE sx 6625 4850 CONFLUENCE WITH HOLWELL FARM STREAM sx 6680 4770 1 IB ft 1 HOLWELL FARM STREAM CONFLUENCE sx 6680 4770 TIDAL LIMIT sx 6805 4715 1 IB ft I 1 {AVON-O8A HOLWELL FARM STREAM SOURCE sx 6650 4740 CONFL WITH ST. ANN'S CHAPEL STREAM sx 6680 4770 1 2 ft i (ST. ANN'S CHAPEL STW sx 6650 4740) 1 I | AVON-O8A RINGMORE STREAM SOURCE sx 6485 4825 RINGMORE STW sx 6466 4579 1 IB RINGMORE STW sx 6466 4579 TIDAL LIMIT sx 6415 4545 1 IB l 1 |AVON-08 A KINGSTON STREAM SOURCE sx 6390 4795 KINGSTON STW sx 6389 4739 1 1B KINGSTON STW sx 6389 4739 TIDAL LIMIT sx 636 457 1 LB t | AVON-O8A SCOBBISCQMBE STREAM * SOURCE sx 6310 4690 CONFLUENCE WITH KINGSTON STREAM sx 6385 4630 1 lb i 1 jAVON-08B IDESTONE STREAM * SOURCE sx 7040 5205 TIDAL LIMIT sx 6950 4730 1 18 l 1AV0N-08B ALLERON STREAM SOURCE sx 7190 5040 ALLERON FISH FARM sx 7123 4970 1 LB ALLERON FISH FARM sx 7123 4970 CONFLUENCE WITH IDESTONE STREAM sx 7090 4960 1 IB i |AVON-08B TORR BROOK SOURCE sx 7643 5271 CONFLUENCE WITH RIVER AVON sx 7295 4827 1 LB 1 |AVON-08B COCKS BROOK SOURCE sx 7590 5290 NEW HOUSE FISH FARM sx 7400 5340 1 18 NEW HOUSE FISH FARM sx 7400 5340 CONFLUENCE WITH RIVER AVON sx 7315 5315 i IB 1 |AVON-08B DIPTFORD STREAM SOURCE sx 7320 5670 DIPTFORD STW sx 7241 5650 1 LB ft 1 DIPTFORD STW sx 7241 5650 CONFLUENCE WITH RIVER AVON sx 7240 5640 1 2 ft 1 1I (AVON-08B GLAZE BROOK SOURCE sx 6608 6173 CONFLUENCE WITH RIVER AVON sx 6988 5873 1 LA 1 |AVON-08B BALA BROOK SOURCE sx 6589 6477 BALA BROOK INTAKE sx 6715 6294 1 LA BALA BROOK INTAKE sx 6715 6294 AVON wrw sx 6745 6273 1 LA AVON WTW sx 6745 6273 CONFLUENCE WITH RIVER AVON sx 6806 6240 1 LA NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993) 1 1 1 1 j CATCHMENT RIVER RIVER LENGTH | RIVER | j QUALITY j FROM (NGR) TO (NGR) j OBJECTIVE | 1 1

t 1 |AVON—08B BRACKHILL STREAM SOURCE SX 6792 6615 AVON RESERVOIR SX 6790 6550 1 1A | 1 1 Erme Catchment River Quality Objectives

N Red I tike i

Torr Cottage I eat

I ud B rook

km 0 1

Scale

Key

NWC Class 1A

NWC Class IB

NWC Class 2

NWC Class 3

NWC Class 4

Not monitoied

NRA South West I teshwalei Planning Apiil 1993 NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 I 1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY j FROM (NGR) TO (NGR) j OBJECTIVE j 1 1

|ERME-09A ERME SOURCE SX 6215 6687 TIDAL LIMIT SX 6307 5159 1 1 1 1 jERME-09A AYLESTON BROOK SOURCE SX 6900 5245 MODBURY SOUTHLEIGH CARAVAN STW SX 6830 5170 1 IB | MODBURY SOUTHLEIGH CARAVAN STW SX 6830 5170 TIDAL LIMIT SX 6345 4975 I IB j 1 1 (ERME-09A SHILSTON BROOK SOURCE SX 7040 5220 BRCMNSTON STW SX 6969 5276 t IB | BRCWNSTON STW SX 6969 5276 TIDAL LIMIT SX 6300 5105 j IB j I 1ERME-09B LUD BROOK SOURCE SX 6613 5913 BITTAFORD STW SX 6650 5660 1 1A 1 BITTAFORD STW SX 6650 5660 CONFLUENCE WITH RIVER ERME SX 6403 S302 1 l a | I i (ERME-09B UGBOROUGH STREAM SOURCE SX 6845 5640 UGBOROUGH STW SX 6750 5540 1 1A | UGBOROUGH STW SX 6750 5540 CONFLUENCE WITH UTD BROOK SX 6592 5410 1 1A j I |ERME-09B BUTTER BROOK SOURCE SX 6510 5975 BUTTERBROOK RESERVOIR SX 6456 5928 1 LA f AT BUTTERBROOK RESERVOIR SX 6456 5928 j LA | D/S BUTTERBROOK RESREVOIR SX 6456 5928 HARFORD SCHOOL ABSTRACTION SX 641 592 1 1A | HARFORD SCHOOL ABSTRACTION SX 641 592 CONFLUENCE WITH RIVER ERME SX 6338 5930 j LA | I jERME-09B TOR COTTACE LEAT * CONFLUENCE WITH BUTTER BROOK SX 6410 5920 TOR COTTAGE ABSTRACTION SX 639 591 1 1A | TORR COTTAGE ABSTRACTION SX 639 591 CONFLUENCE WITH BUTTER BROOK SX 6385 5915 1 l a j I | IERME-09B LEFT LAKE SOURCE SX 648 634 CONFLUENCE WITH RIVER ERME SX 640 633 1 1A | 1 I (ERME-09B RED LAKE SOURCE SX 646 667 CONFLUENCE WITH RIVER ERME SX 636 661 I LA | 1 1 Yealm Catchment River Quality Objectives

NHA Soiitti West 1 leshwaloi Plaiwm>q Apnl 19W3 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* SOT MONITORED t RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

IYEALH-10B YEALM SOURCE SX 6147 6488 YEALM BRIDGE SX 5902 5199 t 1A | YEAU1 BRIDGE sx 5902 5199 TIDAL LIMIT SX 5653 5102 1 LB |

(YEA1M-10A NEWTON STREAM SOURCE sx 6082 4940 NEWTON FERRERS STW sx 5630 4830 1 LB | NEWTON FERRERS STW sx 5630 4830 TIDAL LIMIT sx 5555 4820 1 10 1 < i {YEALW-10A SILVERBRIDGE LAKE SOURCE sx 5800 5740 SPARKHELL STW sx 5830 5710 1 lb | SPARKHELL STW sx 5630 5710 TIDAL LIMIT sx 5548 5115 1 lb | i i (YEALM-10B LONG BROOK SOURCE sx 6260 5400 WESTLAKE STW sx 6232 5351 1 LA 1 WESTIAKE STW sx 6232 5351 CONFLUENCE WITH RIVER YEALM sx 5921 5211 1 la 1 1 1 IYEALM-10B PIALL SOURCE sx 5779 6034 CONFLUENCE WITH RIVER YEALM sx 5717 6005 1 2 * 1 1 |YEAUt-108 YONDERTOWN STREAM SOURCE sx 5860 5930 HOUNDALL WIW sx 5878 S902 1 IB | HOUNDALL WIW sx 5878 5902 CONFLUENCE WITH RIVER PIALL sx 5985 5915 1 IB | 1 I in N |YEALM-10B CHOLWICHTCWN STREAM SOURCE sx 5872 6193 CONFLUENCE WITH RIVER PIALL sx 6084 1 2 '» | i | |YEAUt-10B WATERCOMBE STREAM SOURCE sx 6295 6160 WATERCOMBE WTW sx 6270 6150 1 la | WATERCOMBE WTW sx 6270 6150 CONFLUENCE WITH RIVER YEALM sx 6150 6090 1 LA ' 1

|YEAUt-10B , BROADALL LAKE SOURCE ,sx 6060 6385 BROADALL LAKE INTAKE sx 6130 6200 1 la ( 1 BROADALL LAKE INTAKE sx 6130 6200 CONFLUENCE WITH RIVER YEALM sx 6160 6170 f la | 1 |YEALM-10B • FORD BROOK (YEALM) SOURCE sx 6045 6300 FORD BROOK INTAKE sx 6120 6180 1 1A ' 1 sx 6140 6180 i FORD BROOK INTAKE 1;sx 6120 6180 CONFLUENCE WITH BROADALL LAKE i u 1 !

|COASTAL , WEMBURY STREAM SOURCE sx 5100 5097 TIDAL LIMIT sx 5171 48S1 1 10 , [ Plym Catchment River Quality Objectives

NWC Class 1A Devonport Leat NWC Class IB

NWC Class 2

NWC Class 3 Rurrator Reserv NWC Class 4 River Plym Nol monitored

River Moavy

Lee Moor Stream

Stream

Srnallhanqet Brook

Shearwood ^Stream

Scale

NRA South Wost I reshwatoi Plant miy April t3 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 [CATCHMENTRIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

| PLYM-llA PLYM SOURCE SX 6211 6831 TIDAL LIMIT SX 5176 5710 1 1A t 11B 1 1

|PLYM-11A TORY BROOK SOURCE SX5852 628S CONFLUENCE WITH LEE MOOR STREAM SX 5745 612S 1 2 1 1 LEE MOOR STREAM CONFLUENCE SX 5745 6125 CONFLUENCE WITH RIVER PLYM SX 5244 5663 1 2 ft | i |PLYM-11A SHEAHWOOD STREAM SOURCE SX 5240 5790 MARSH MILL DRYERS (CP 39/1) SX 5200 5750 1 18 MARSH MILL DRYERS (CP 39/1) SX 5200 5750 TIDAL LIMIT SX 5220 5670 1 IB | 1PLYM-11A SMALLHANGER BROOK SOURCE SX 5757 5968 HIGHER DRAKELANDS FARMHOUSE ABS'N SX 572 589 1 IB * 1 HIGHER DRAKELANDS FARMHOUSE ABS'N SX 572 589 CONFLUENCE WITH TORRY BROOK SX 5503 5740 1 1B * 1 1 jPLYM-llA MUTTER STREAM SOURCE SX 5557 6140 WOTTER STW SX 5560 6170 1 IB * 1 WITKR STW SX 5560 6170 CONFLUENCE WITH TORY BROOK SX 5555 6020 1 IB * 1 I |PLYM-11A WOTTER BROOK SOURCE SX 5625 6200 LEE MOOR PLANT CP 38/6 SX 5620 6120 1 IB 1 1 LEE MOOR PLANT CP 38/6 SX 5620 6120 CONFLUENCE WITH TORY BROOK SX 5680 6070 1 IB • 1 1 |PLYM-11A LEE MOOR STREAM SOURCE SX 5728 6151 CONFLUENCE WITH TORY BROOK SX 5745 6125 1 IB * I (LEE MOOR STW SX 5728 6151) 1 I 1 j PLYM-11B MEAVY SOURCE SX 5842 7328 CONFLUENCE WITH RIVER PLYM SX 5330 6369 1 l a 1 |PLYM-11B DEVONPORT LEAT (PLYM) SOURCE SX '5980 7060 BURRATOR RESERVOIR SX 5530 6880 1 LA 1 (PLYM-11B BLACKA BROOK SOURCE SX 5747 6347 CONFLUENCE WITH RIVER PLYM SX 5638 6450 | IB « 1 1 |PLYM-11B LEGIS LAKE * SOURCE SX 5690 6620 BRISWDRTHY FARM ABSTRACTION SX 567 655 1 LA BRISWRTHY FARM ABSTRACTION SX 567 655 CONFLUENCE WITH RIVER PLYM SX 5660 6520 1 LA I Tavy Catchment River Quality Objectives

NHA South W on! I i o s Ii w .iIo i I’laiuiwiij Apiil 1f>03 JRA—SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 CATCHMENT RIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

TAVY—12C TAVY SOURCE SX 5947 8204 HILL BRIDGE SX 531 B03 1 IB t 1 1 HILL BRIDGE SX 531 803 D/S HILL BRIDGE SX 531 B02 1 LB * 1 D/S HILL BRIDGE sx 531 B02 CONFLUENCE WITH C3IOLWELL BROOK sx 5088 7830 1 1A • 1 CHOLWELL BROOK CONFLUENCE sx 5088 7830 HARFORD BRIDGE sx 506 768 1 LA * 1 HARFORD BRIDGE sx 506 768 WEST BRIDGE sx 4768 7378 1 IB * 1 WEST BRIDGE sx 4768 7378 SHILLAMILL ABOVE RIVER LUMBURN sx 4675 7183 1 2 * 1 SHILLAMILL sx 4675 7183 WASH FORD sx 4700 7105 1 IB * 1 WASH FORD sx 4700 7105 DOUBLE WATER sx 475 702 1 LA » 1 DOUBLE WATER 5X 475 702 DENHAM BRIDGE sx 4769 6776 1 LA « 1 DENHAM BRIDGE sx 4769 6776 LOPWELL DAM sx 4744 6503 1 IB « 1 1

(TAVY-12B TAMERTON FOLIOT STREAM SOURCE sx 4992 6282 CONFLUENCE WITH DEVONPORT LEAT sx 4690 6090 1 l a DEVONPORT LEAT CONFLUENCE sx 4690 6090 TIDAL LIMIT sx 4668 6090 1 la 1 (TAVY-12B DEVONPORT LEAT (TAVY) SOURCE sx 4859 5956 CONFLUENCE WITH TAMERTON FOLIOT STREAM sx 4690 6090 i LA (CR0WNHILL WTW sx 4859 5956) 1 1 (TAVY-12B MILTON BROOK SOURCE sx 5102 6762 STOKE HILL S1W sx 5058 6729 | 1A STOKE HILL STW sx 5058 6729 CONFLUENCE WITH RIVER TAVY sx 4738 6486 1 l a t1 (TAVY-12B YEOLAND STREAM (TAVY) SOURCE sx 5090 6630 MOORIAND LINK HOTEL STW sx 5070 6570 1 LA MOORLAND LINK HOTEL STW sx 5070 6570 CONFLUENCE WITH MILTON BROOK sx 4880 6600 1 LA 1 ( (TAVY-12C NONA STREAM SOURCE sx 5020 6870 BUCKLAND MONACHORUM STW sx 4900 6840 1 IB ft ( BUCKLAND MQNACHORUM STW sx 4900 6840 CONFLUENCE WITH RIVER TAVY sx 4750 6830 1 IB * 1 i 1 ITAVY-12D WALKHAM SOURCE sx 5800 3099 MERRIVALE BRIDGE sx 549 751 1 LA • 1 MERBXVAIX BRIDGE sx 549 751 CONFLUENCE WITH BLACK BROOK sx 5270 7030 1 LA > 1 , BLACK BROOK CONFLUENCE sx 5270 7030 MAGPIE BRIDGE sx 5038 7035 1 lA « 1 MAGPIE BRIDGE sx 5038 7035 BEDFORD BRIDGE TOILETS sx 503 703 1 IB ft 1 BEDFORD BRIDGE TOILETS sx 503 703 CONFLUENCE WITH RIVER TAVY sx 4759 6990 1 IB ft 1 I 1 |TAVY-12D SAMPFORD STREAM (TAVY) * SOURCE sx 5340 7250 REDDICLIFFE FARM ABSTRACTION sx 529 721 1 LA REDDICLIFFE FARM ABSTRACT 'N sx 529 721 CONFLUENCE WITH RIVER WALKHAM sx 5170 6990 1 1A I |TAVY-12D BLACK BROOK SOURCE sx 5450 7030 WALKHAMPTON STW sx 5307 7010 1 LA , WALKHAMPTON STW sx 5307 7010 CONFLUENCE WITH RIVER WALKHAM sx 5275 7030 1 l a 1 ITAVY-12D FURZE STREAM * SOURCE sx 5270 7372 LANDSTONE MANOR ABSTRACTION sx 528 737 1 LA LANDSTONE MANOR ABSTRACTION sx 528 737 CONFL WITH GRIMNSTONE 6 SORTRIDGE LEAT sx 5288 7363 1 LA 1 1 |TAVY-12D LUMBURN SOURCE sx 4649 7868 LAMERTON STW sx 4535 7560 | IB ft 1 LAMERTON STW sx 4535 7560 CONFLUENCE WITH RTVER TAVY sx 4662 7172 1 IB ft 1 I 1 |TAVY-12D GRENOFEN STREAM SOURCE sx 5130 7190 GRENOFEN STW sx 4960 7180 1 LB ft 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* WOT MONITORED I RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH t RIVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

GREHOFEN STW SX 4960 7180 CONFLUENCE WITH RIVER TAVY SX 4775 7300 i 10 * 1 I |TAVY— 12D M60RTCWN STREAM * SOURCESX 5330 7427 PENNYCOMEQUICK SX 515 741 1 1B « 1 PENNYCOMEQUICK SX 515 741 WHITCHURCH DOWN SX507 741 1 I0 1 1 WHITCHURCH DOWN SX507 741 CONFLUENCE WITH RIVER TAVY SX 4903 7484 i IB 1 ITAVY-12C WALLABROOKSOURCE SX 4664 7931 CONFLUENCE WITH RIVER TAVY SX 4930 7545 1 L* 1 ITAVY-12C BURN (TAVY) SOURCE SX 5040 8283 CDNFUJENCE WITH BRENTOR STREAM SX 4845 8090 1 1A BRENTOR STREAM CONFLUENCE SX 4845 8090 CONFLUENCE WITH RIVER TAVY SX 4963 7600 1 LA 1 1 |TAVY-12C BRENTOR STREAM SOURCE SX4610 8160 BRENTOR STW SX48328115 1 l a BRENTOR STW SX 4832 8115 CONFLUENCE WITH RIVER BURN SX 484S 8090 1 LA 1 ITAVY-12C COLLY BROOK * SOURCESX 5493 7840 CONFLUENCE WITH RIVER TAVY SX 5082 7753 1 LA 1 (TAVY-12C CHOLWELL BROOK SOURCE SX 5210 8173 MARY TAVY STW SX 5090 7840 1 18 t 1 MARY TAVY STW SX 5090 7840 CONFLUENCE WITH RIVER TAVY SX 5088 7830 1 IB t 1 1 |TAVY-12C AMICOMBE BROOK SOURCESX 5780 8560 CONFLUENCE WITH RIVER TAVY SX 5600 8375 1 LA 1 Tamar Catchment River Quality Objectives

NHA Smith W n l't rnshw.ihti Planning'April 1993 NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED I RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH ( RIVER | QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

|TAMAR-12L TAMAR SOURCE SS 2705 1665 U/S UPPER TAMAR LAKE SS 280 131 1 LB | 12J AT UPPER TAMAR LAKE SS 209 118 1 l b t I | 12E D/S UPPER TAMAR LAKE SS 289 118 U/S LOWER TAMAR LAKE SS 291 115 i 10 AT LCWER TAMAR LAKE SS 296 108 1 LB D/S LOWER TAMAR LAKE S5 296 108 TAMAR WTW SS ,2938 1080 1 l b TAMAR WTW SS 2936 1060 RIVER CAREY CONFLUENCE SX 351 855 1 1B f 1 RIVER CAREY CONFLUENCE SX 351 855 HAM (NEAR GUNNISLAKE) SX 435 725 1 LB » 1 HAM (NEAR GUNNISLAKE) SX 435 725 GUNNISLAKE WEIR SX 4369 7113 1 IB 1

| TAMAR-12B TAMAR PARK STREAM * SOURCE SX 4240 6020 CHINA FLEET CLUB ABSTRACTION SX 427 602 1 l b CHINA FLEET CLUB ABSTRACTION SX 427 602 TIDAL LIMIT SX 4300 6022 1 10 1 | TAMAR—12B ST KELLION STREAM SOURCE SX 3909 6536 TIDAL LIKF SX 4040 6540 1 LB ■ (ST MELLION STW SX 3909 6536) 1 1 | TAMAR-12B BERE ALSTON STREAM SOURCE SX 4450 6675 BERE ALSTON STW SX 4404 6635 1 LB BERE ALSTON STW SX 4404 6635 TIDAL LIMIT SX 4285 6625 i IB 1 |TAMAR-12B ST DOMINIC STREAM SOURCE SX 4140 6735 ST DOMINICK STW SX 4190 6710 1 IB ST DOMINICK STW SX 4190 6710 TIDAL LIMIT SX 4265 6695 1 l b ( |TAMAR-12B MILL LEAT SOURCE SX 3735 6925 ST. DOMINICK CARAVAN PARK STW SX 4000 6900 1 IB ST. DOMINICK CARAVAN PARK STW SX 4000 6900 TIDAL LIMIT SX 4185 6808 1 IB i 1 |TAMAR-12B , METHERELL STREAM SOURCE SX 4075 7060 KETHERELL STW SX 4106 6928 1 l b i METHERELL STW SX 4106 6928 CONFLUENCE WITH MILL LEAT SX 4110 6830 1 IB i i ) ft ( 1 I jTAMAR-12B ■ HARROWBARROW STREAM SOURCE SX 4025 7020 HARRCWaARROW STW SX 4026 6974 ( LB HARB0W&ARR0W STW SX 4026 6974 CONFLUENCE WITH KILL LEAT SX 4035 6890 1 IB 0 < i j (1 1 i |TAMAR-12B DANECOCMBE STREAM SOURCE SX 4140 7070 HONICOMBE CARAVAN SITE SX 4130 7040 1 IB 6690 i i HONICOMBE CARAVAN SITE SX 4130 7040 TIDAL LIMIT SX 4260 1 LB i (i jTAMAR-12E BLANCHDQWN STREAM SOURCE 4356 7351 CONFLUENCE WITH RIVER TAMAR SX 4325 7290 | 3 i i |TAMAR-12E PORTOOTCMN STREAM SOURCE SX 4336 7889 HIGHER WOODLEY FISH FARM SX 4169 7537 1 lb > HIGHER WOODLEY FISH FARM SX 4169 7537 CONFLUENCE WITH RIVER TAMAR SX ,4137 7371 i lb 1 i |TAMAR-12E LAXCHLEY BROOK SOURCE SX 4060 7213 HINGSTON QUARRY SX 4173 7263 1 LB HINGSTON QUARRY SX 4173 7263 CONFLUENCE WITH RIVER TAMAR SX 4086 7397 i lb 1 1 1 |TAMAR-12E LUCKETT SOURCE SX 3662 7138 CONFLUENCE WITH COOMBESHEADS STREAM SX 3670 7375 | 2 * COOMBESHEADS STREAM CONFLUENCE SX 3670 7375 CONFLUENCE WITH RIVER TAMAR SX 3923 7362 1 2 * i 1 |TAMAR-12E COOMBESHEAD STREAM * SOURCE SX 3535 7275 CONFLUENCE WITH STOKE WATER SX 3595 7365 I IB NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

STOKE WATER CONFLUENCE SX 3595 7365 CONFLUENCE WITH LUCKETT RIVER SX 3670 7375 1 18 1 jTAMAR-12E STOKE WATER SOURCE SX 3575 7465 STOKE CLIMSLAND STW SX 3580 7400 I 1B STOKE CLIMSLAND STW SX 3580 7400 CONFLUENCE WITH COOMBESHEADS STREAM sx 3595 7365 1 IB 1 | TAMAR-12E DAMEREL STREAM SOURCE sx 4197 7960 SYDENHAM DAMEREL STW sx 4060 7588 1 IB SYDENHAM DAMEREL STW SX 4060 7588 CONFLUENCE WITH RTVER TAMAR sx 3989 7550 1 I8 1 |TAMAR-12E ENDSLEIGH STREAM SOURCE sx 3970 7825 ENDSLEIGH HATCHERY sx 3945 7831 1 IB ENDSLEIGH HATCHERY sx 3945 7831 CONFLUENCE WITH RIVER TAMAR sx 3930 7833 | IB 1 |TAMAR-12E MILTON ABBOT STREAM SOURCE sx 4127 7922 MILTON ABBOT STW sx 4126 7921 1 IB MILTON ABBOT STW sx 4126 7921 CONFLUENCE WITH RIVER TAMAR sx 388S 7850 1 18 1 jTAMAR-12P INNY SOURCE sx 1450 8593 DAVIDSTOW CREAMERY sx 1580 8690 1 IB t | DAVTDSTOW CREAMERY sx 1580 8690 TREWINNOW BRIDGE sx 1701 8650 1 IB * 1 TREWINNOW BRIDGE sx 1701 8650 TREKELLAND BRIDGE sx 3002 7987 j 1A * 1 TREKELLAND BRIDGE sx 3002 7987 CONFLUENCE WITH RIVER TAMAR sx 3795 7793 i IB ft 1 I ITAMAR-12P TREBULLETT STREAM * SOURCE sx 3218 7840 CONFLUENCE WITH RIVER INNY sx 3210 7715 1 IB 1 |TAMAR-12P PENFONT WATER SOURCE sx 1655 8266 ALTARNUN STW sx 2240 8140 1 1A « | ALTARNUN STW sx 2240 8140 CONFLUENCE WITH RIVER INNY sx 2714 8163 1 1A t 1 i |TAMAR-12P ’ LEWANNICK STREAM SOURCE sx 2665 8010 LEWANNICK STW sx 2666 8076 1 IB 1 ' LEWANNICK STW sx 2666 8076 CONFLUENCE WITH PENPONT WATER sx 2660 8135 1 IB

| TAMAR-12E LCWLEY BROOK SOURCE sx 2975 8352 CONFLUENCE WITH PETHERWIN STREAM sx 3250 6265 1 IB < PETHERWIN STREAM CONFLUENCE sx 3250 8265 CONFLUENCE WITH RIVER TAMAR sx 3644 7867 1 IB I jTAMAR-12E PETHEHWIN STREAM SOURCE sx 2996 8285 SOUTH PETHERWIN STW sx 3150 8255 | IB SOUTH PETHEHWIN STW sx 3150 8255 CONFLUENCE WITH LCWUEY BROOK sx 3250 8265 1 IB l |TAMAR-12E LAMHITTON STREAM SOURCE sx 3S20 8265 LAMHITTON STW sx 3594 8243 1 IB LAMHITTON STW sx 3594 8243 CONFLUENCE WITH RIVER TAMAR sx 3680 8250 | IB 1

|TAMAR-12F LYD SOURCE sx 5568 8838 CONFLUENCE WITH LYDFORD STREAM sx 5075 8450 | IB 1 LYDFORD STREAM CONFLUENCE sx 5075 8450 LIFTON sx 390 845 1 IB LIFTON sx 390 845 CONFLUENCE WITH RIVER TAMAR sx 3745 8401 1 IB 1 I I |TAMAR-12G THRUSHEL SOURCE sx 5480 9278 CONFLUENCE WITH REED STREAM sx 4940 9125 1 IB REED STREAM CONFLUENCE sx 4940 9125 CONFLUENCE WITH RIVER LYD sx 3921 8499 1 IB 1 NRA—SOOTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY | FROM (NGR) TO (NGR) ( OBJECTIVE j

|TAMAR-12G WOLFSOURCE SX 4640 9683 U/S ROADFORD RESERVOIR SX 4345 9340 1 IB | AT ROADFORD RESERVOIR SX 4210 9005 1 IB | D/S ROADFORD RESERVOIR SX 4210 9005 BROADWOODWIDGER STW SX 4136 8884 1 IB | BRQADWOOOWIDGER STW 5X 4136 8884 CONFLUENCE WITH RIVER THRUSHEL SX 4026 8594 1 IB 1 1 I }TAMAR-12G BROADWOOD BROOK SOURCE SX 4076 9351 CONFLUENCE WITH RIVER WOLF SX 4058 8765 1 IB | i | | TAMAR—126 BUDDLE BROOK * SOURCE SX 3950 9300 CONFLUENCE WITH BROAIWOOD BROOK SX 4022 8985 1 IB | 1 1 | TAMAR-12G KENNARD STREAM SOURCE SX 4358 9698 ROADFORD RESERVOIR SX 4248 9343 i is ; i

| TAMAR-12G THRUSHELTON STREAM SOURCE SX 4480 8680 CONFLUENCE WITH RTVER THRUSHEL SX 4365 8870 I IB I (LEWDOWN STW SX 4480 8680) I jTAMAR-12G BREAZLE WATER SOURCE SX 4644 9332 CONFLUENCE WITH RIVER THRUSHEL SX 4473 8913 1 IB 1 1 I | TAMAR-12G BRATTON BROOK SOURCE SX 4851 9468 BRATTON CLOVELLY STW SX 46489175 1 IB | BRATTON CIOVELLY STW SX 4648 9175 CONFLUENCE WITH RIVER THRUSHEL SX 46999008 1 IB i | | TAMAR—12G ' REED STREAM SOURCE SX 4935 9165 SOUTH REED FISHERIES SX 4944 9122 1 IB | J SOUTH REED FISHERIES SX 4944 9122 CONFLUENCE WITH RIVER THRUSHEL SX 4940 9125 1 IB | 1 I I |TAMAR— 12F QUITHER BROOK SOURCE SX 4718 8128 CHILLATON STW SX 4313 8235 1 IB | ) 1 CHILLATON STW SX 4313 8235 CONFLUENCE WITH RIVER LYD SX 4262 8396 1 IB | 1 < 1 1 (TAKAR-12F CHILLATON STREAM SOURCE SX 4265 7915 CONFLUENCE WITH QUITHER BROOK SX 4325 8225 1 IB, , | 1 | |TAMAR-12F , LEW (TAMAR) SOURCE SX 5472 9066 SOURTON DOWN STW SX 5432 9130 1 IB | SOUSTON DOWN STW SX 5432 9130 CONFLUENCE WITH RIVER LYD SX 4407 8336 | LB i |

|TAMAR-12F COMBEBOW STREAM SOURCE SX 5230 8531 COMBEBOW QUARRY SX4875 8793 1 IB | COMBEBOW QUARRY SX 4875 8793 CONFLUENCE WITH RIVER LEW SX 4854 8782 1 IB, | i | |TAMAR-12F SOURTON STREAM SOURCE SX 5370 8999 SOURTON STW SX 5313 9025 1 IB | SOURTON STW SX 5313 9025 CONFLUENCE WITH RIVER LEW SX 5228 8992 1 IB j 1 1 |TAMAR-12F LYDPORD STREAM SOURCE SX 5055 8530 LYDFORD STW SX 5086 8479 1 IB { LYDFORD STW SX 5086 8479 CONFLUENCE WITH RIVER LYD SX 5075 8450 1 IB 1

|TAMAR-12N KENSEY SOURCE SX 2109 8730 EGLOSKERRY STW SX 2706 8635 1 IB | EGLOSKERRY STW SX 2706 8635 CONFLUENCE WITH RIVER TAMAR SX 3527 8488 1 1B 1 1 1 |TAMAR-12N TREGEARE STREAM SOURCE SX 2366 8572 CONFLUENCE WITH RIVER KENSEY SX 2712 8627 1 IB | 1 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* WOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

|TAMAR-12H CAREY SOURCE SS 4335 0027 CONFLUENCE WITH HALWILL STREAM SX 4202 9646 1 1A » | HAIWILL STREAM CONFLUENCE SX 4202 9846 ASHMILL BRIDGE SX3935 9534 1 1A • | ASHKILL BRIDGE SX 3935 9534 CONFLUENCE WITH RIVER TAMAR SX 3502 8560 I LB j 1 i |TAMAR-12H KITCHAM STREAM SOURCE SX 3821 8844 CONFLUENCE WITH RIVER CAREY SX 3640 8685 1 IB | (EAST KITCHAM STW SX 3821 8844) 1 1 I 1 jTAMAR-12H HENFORD WATER SOURCE SX 3834 9863 CONFLUENCE WITH RIVER CAREY SX 3750 9358 1 IB | j I |TAMAR-12H HAIXILL STREAM SOURCE ss 4405 0045 HALWILL STW SX 4295 9913 1 LA » | HALWILL STW SX 4295 9913 CONFLUENCE WITH RIVER CAREY SX 4202 9846 1 la # | 1 1

|TAMAR-12M OTTERY SOURCE SX 1712 8827 CONFLUENCE WITH WAINHOUSE STREAM SX 1940 9315 1 l b | WAINHOUSE STREAM CONFLUENCE SX 1940 9315 CONFLUENCE WITH RIVER TAMAR SX 3477 6685 1 IB i I i (TAMAR-12M LANGORE STREAM SOURCE SX 2990 8660 CONFLUENCE WITH RIVER OTTERY SX 2995 8760 1 LB 1 (LANGORE STW SX 2990 8660) 1 ! i i JTAMAR-12M BO l£SBRIDGE WATER * SOURCE SX 2860 9444 CONFLUENCE WITH RIVER OTTERY SX 2936 8781 1 IB | i i |TAMAR-12M CAUDWORTHY WATER SOURCE SX 2705 9654 CONFLUENCE WITH RIVER OTTERY SX 2682 6687 ( IB | | |TAMAR-12M CANWORTHY WATER SOURCE SX 2226 8768 CONFLUENCE WITH SPLATT STREAM SX 2140 8950 1 LB | SPLATT STREAM CONFLUENCE SX 2140 8950 CONFLUENCE WITH RTVER OTTERY SX 2248 9172 1 IB j 1 i1 |TAMAR-12M WARBSTOW STREAM SOURCE SX 2060 9055 WARBSTOW STW SX 2082 9060 j IB j WARBSTOW STW SX 2082 9060 CONFLUENCE WITH CANWORTHY MATER SX 2150 9045 1 IB 1 1 I |TAMAR-12M SPLATT STREAM SOURCE SX 2224 8855 CONFLUENCE WITH CANWORTHY WATER SX 2140 6950 1 lb | (TRESMEER ( SPLATT} STW SX 2224 885S) 1I 1i 1 1 jTAMAR-12M WAINHOUSE STREAM SOURCE SX 1620 9530 CONFLUENCE WITH RIVER OTTERY SX 1940 9315 1 LB 1 (WAINHOUSE CORNER STW SX 1820 9530) 1 1

(TAMAR-12J TALA WATER SOURCE SX 2861 9445 CONFLUENCE WITH RIVER TAMAR SX 3440 8907 1 IB I I 1

JTAMAR-12J LANA LAKE SOURCE SX 3589 9806 CONFLUENCE WITH RIVER TAMAR SX 3279 9481 1 LB 1 1 1

} TAMAR-12K CLAW SOURCE ss 4039 0330 C1AWTON STW SX3535 9910 t 10 1 CLAWPON STW SX 3535 9910 CONFLUENCE WITH RIVER TAMAR SX 3224 9643 1 IB I 1 1 JTAMAR-12K HOLLACOMBE STREAM SOURCE SS 3800 0408 KOLLACOMBE LANDFILL SITE ss 3740 0330 1 l b | HOLLACOMBE LANDFILL SITE SS 3740 0330 CONFLUENCE WITH RIVER CLAW ss 3805 0145 1 IB | NBA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | j QUALITY | FROM (NGR) TO (NGR) | OBJECTIVE j 1 1

1 1 1TAMAR-12K DEER SOURCE SS 3391 0927 CHILSWORTHY (NORTH) STW SS 3286 0651 1 IB | CHILSWORTHY (NORTH) STW SS 3286 0651 CONFLUENCE WITH RIVER TAMAR SX 3191 9732 i IB 1

|TAMAR-12K COLESMILL STREAM SOURCE SS 3691 0383 HOLSWORTHY STW SS 3397 0318 1 IB , # | HOLSWORTHY STW SS 3397 0318 CONFLUENCE WITH RIVER DEER SS 3388 0318 1 2 # j i i |TAMAR-12K DUNSTAPLE BROOK SOURCE SS 3560 0775 CONFLUENCE WTIH COLES MILL STREAM SS 3450 0340 1 IB | 1 | | TAMAR-12K TREWYN STREAM * SOURCE SX 3415 0415 CONFLUENCE WITH RIVER DEER SX 3360 0408 1 1B 1

| TAMAR-12K CHILSWORTHY STREAM SOURCE SS 3225 0670 CHILSWORTHY (SOUTH) STW SS 3308 0584 1 IB . , | CHILSWOKTHY (SOUTH) STW SS 3308 0584 CONFLUENCE WITH RIVER DEER SS 3345 0475 1 IB | 1 1

|TAMAR-12L DERRIL WATER SOURCE v SS 3180 0350 CONFLUENCE WITH PYWOHTHY STREAM SS 3005 0330 1 IB 1 PYWORTHY STREAM CONFLUENCE SS 3005 0330 CONFLUENCE WITH RIVER TAMAR SX 3028 9865 1 LB 1 1 | TAMAR-12L PYWORTHY STREAM SOURCE SS 3180 03S0 PYWORTHY STW SS 3070 0325 1 IB | PYWORTHY STW SS 3070 0325 CONFLUENCE WITH DERRIL WATER SS 3005 0330 1 LB j i j TAMAR-12L BALSDON STREAM * SOURCE SX 2775 9650 CONFLUENCE WITH WEST BALSDON STREAM SX 2825 9785 1 IB 1 WEST BALSDON STREAM CONFLUENCE SX 2825 9785 CONFLUENCE WITH RIVER TAMAR SX 2925 9890 1 IB 1 . i 1 I jTAMAR-12L 1 WEST BALSDON STREAM SOURCE SX26859775 WHITSTONE STW SX 2711 9786 1 I0 , 1 | WHITSTONE STW SX 2711 9786 CONFLUENCE WITH BALSDON STREAM SX 2825 9785 ! 18 ' ! |TAMAR—12L 1 SMALL BROOK (TAMAR) SOURCE SS32360947 CONFLUENCE WITH RIVER TAMAR SS 2783 0407 1 IB 1 | 1 1 | TAMAR-12L LAMBERAI. WATER SOURCE SS 2574 1535 CONFLUENCE WITH RIVER TAMAR SS 2834 0854 1 IB 1 | i i jTAMAR-12L BREXWORTHY STREAM SOURCESS 2860 1330 UPPER TAMAR LAKE SS 2850 1275 I iB , I jTAMAR-12L LYMPSCOTT STREAM SOURCE SS 2940 1440 UPPER TAMAR LAKE SS 2910 1245 1 IB < |

|TAMAR-12L NEWLANDS STREAM SOURCE SS 3055 1260 LCWER TAMAR LAKE SS 2980 U l O 1 IB | 1 ( i Seaton Catchment River Quality Objectives

NHA South WostM lobhw.tfoi I’l.uiiiinq Apnl HM3 NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED t RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993 f

SEATON-13A SEATONSOURCE SX 2610 7105 MINIONS STW s x 26117060 | 3 MINIONS STW SX 2611 7060 CROW'S NEST sx 2641 6938 | 3 CROW’S NEST sx 2641 6938 HESSENPORD sx 3073 5736 j LA HESSENPORD sx 3073 5736 TIDAL LIMIT sx 3033 5446 i IB i SEATON-13A WIDeGATES STREAM SOURCE sx 2880 5770 WIDEGATES STW sx 2080 5760 1 IB WIDEGATES STW sx 2880 5760 CONFLUENCE WITH RIVER SEATON sx 3007 5565 1 IB I SEATON—13A MENHENIPT STREAM SOURCE sx 2775 6467 MENHENIOT STW sx 2850 6220 1 I * MENHENIOT STW sx 2850 6220 CONFLUENCE WITH RIVERSEATON sx 2842 6200 1 l a I SEATON-13A TREMAR STREAM SOURCE sx 2522 6940 ST CL£ER STW sx 2610 6790 1 1A ST CLEER STW sx 2610 6790 CONFLUENCE WITH RIVER SEATON sx 2660 6748 1 1* Lynher Catchment River Quality Objectives NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

(LYNHER—12Q LYNHERSOURCE SX 2006 7897 CONFLUENCE WITH TREWINT STREAM SX 2192 8030 I 1A * I | 12A TREWINT STREAM CONFLUENCE SX 2192 8030 BERRIOWBRIDGE SX 2733 7564 1 LA » ! BERRICWBRIDGE SX 2733 7564 BATHPOOL SX 283 748 I is • | BATHPOOL SX 263 748 BATHPOOL SX 284 747 1 16 • 1 BAXHPOOL SX 284 747 RILLA MILL BRIDGE SX 2948 7311 1 10 « I RILLA MILL BRIDGE SX 2948 7311 NEWBRIDGE SX 348 680 1 1A « 1 NEWBRIDGE SX 348 680 CLAPPER WEIR SX 355 650 1 1A « 1 CLAPPER WEIR SX 355 650 TIDAL LIMIT SX 3850 6090 i 1A * 1 1

|LYNHER~12A LANDRAKE STREAM SOURCESX 3715 6112 LANDRAKE STW SX 3800 6100 1 1B t 1 LANDRAKE STW SX 3800 6100 CONFLUENCE WTIH RIVER LYNHER SX 3840 6070 i * 1 1 1 LYNHER-12Q DEAN'S BROOK SOURCE SX 3660 6673 CONFLUENCE WTIH RIVER LYNHER SX 3613 6167 | 1A 1 |LYNHER-12Q BLUNTS STREAM SOURCE SX 3450 6290 CONFLUENCE WTIH RIVER LYNHER SX 3675 6290 1 IB * 1 (BLUNTS STW SX 3450 6290) 1 1 |LYNHER-12Q KELLY BROOK SOURCE SX 3433 7111 CALLINGTON STW SX 3403 6888 1 2 * 1 CALLIHGTON STW SX 3403 6888 CONFLUENCE WITH RIVER LYNHER SX 3385 6858 1 2 t 1 1 I | LYNHER-12Q MARKS VALLEY STREAM SOURCE SX 2665 7145 CONFLUENCE WITH RIVER LYNHER SX 3023 7257 | IB * 1 I |LYNHER-12Q DARLEYFORD STREAM SOURCE SX 2640 7310 HENWOOD STW SX 2673 7314 1 IB • 1 HENWOOD STW SX 2673 7314 CONFLUENCE WITH RIVER LYNHER SX 2905 7360 i IB * 1 ■ |LYNHER-12Q COADS GREEN STREAM SOURCE SX 2913 7698 CONFLUENCE WITH RIVER LYNHER SX 2845 7460 1 IB • 1 (COADS GREEN STW SX 2913 7698) 1 , 1 1 | LYNHER— 12Q NORTH HILL STREAK SOURCE SX 27457680 NORTH HILL STW SX 2718 7635 1 IB « 1 NORTH HILL STW SX 2718 7635 CONFLUENCE WITH RIVER LYNHER SX 2680 7650 ( IB « 1 1 |LYNHER-12Q WITHEY BROOK SOURCE SX2519 7245 BASTREET INTAKE SX 2440 7650 1 BASTREET INTAKE SX 2440 7650 BASTREET WIW SX 2442 7660 i 1A BASTREET WIW SX 2442 7660 CONFLUENCE WITH RIVER LYNHER SX 2616 7719 | LA I 1 |LYNHER-12Q RUSHYFORD WATER SOURCE SX20907675 CONFLUENCE WITH WITHEY BROOK SX 2335 7601 1 LA I 1 1 |LYNHER-12Q TREWINT STREAM SOURCE SX 2142 8025 TREWINT STW SX2192 803 8 t 1A ' TREWINT STW SX 2192 8038 CONFLUENCE WITH RIVER LYNHER SX 2192 8030 1 1A t

|TIDDY-12R TIDDY SOURCE SX 2910 6955 CONFLUENCE WITH QUETHIOCK STREAM SX 3110 6370 1 IB QUETHIOCK STREAM CONFLUENCE SX 3110 6370 TIDAL LIMIT SX 3570 5970 1 18 i 1 JTIDDY-12R TRECORME STREAM SOURCE SX31236756 CONFLUENCE WITH RIVER TIDDY SX 3313 6157 1 IB NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED « RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

> 1 |TIDDY-12R QUETHIOCK STREAM SOURCE SX 3129 6466 CONFLUENCE WITH RIVER TIDDY SX 3110 6370 1 IB 1 (QUETHIOCK STW SX 3129 6466) 1 1 Looe Catchment River Quality Objectives

NHA Sot rtf i WeM'J renhwal«H Pla»i*wi>Q\Apfrt 1003 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* MOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

I 1 1 1 jCATCHMENT RIVER RIVER LENGTH 1 RIVER | 1 QUALITY } FROM (NGR) TO (NGR) I OBJECTIVE j 1 1

[IOOE-14B EAST LOOE RIVER SOURCE SX 2350 6816 TIDAL LIMIT SX 2483 5715 1 IB | 1

|LOOE-14C WEST LOOE RIVER SOURCE SX 2043 6477 CONFLUENCE WITH TREVEUOND STREAM SX 2155 6245 1 IB { TREVELMDND STREAM CONFLUENCE SX 2155 6245 TIDAL LIMIT SX 2322 5511 1 IB ( I I |LOOE-14A LOOE STREAM SOURCE SX 2340 5310 LOOE STW SX 2440 5360 i i b i LOOE STW SX 2440 5360 TIDAL LIMIT SX 2475 5375 i ib i i t |LOOE-14C TREDINNICK STREAM SOURCE SX 2352 5734 CONFLUENCE WITH WEST LOOE RIVER SX 2235 5710 1 IB | (TREDINNICK STW SX 2352 5734) I 1 | I JLOOE-14C COLDRINNICK STREAM SOURCE SX 1880 5883 CONFLUENCE WITH WEST LOOE RIVER SX 2207 5740 1 IB | 1 1I j I/X3E-14C CONNON STREAM SOURCE SX 1762 6268 CONNON BRIDGE LANDFILL TIP SX 1898 6244 1 IB | CONNON BRIDGE LANDFILL TIP SX 1898 6244 CONFLUENCE WITH WEST LOOE RIVER SX 2144 6043 1 IB | t | 1LOOE-14C TREVEUCND STREAM SOURCE SX 1895 6420 TREVELM3ND STW SX 2025 6330 i i b i TREVEtMDND STW SX 2025 6330 CONFLUENCE WITH WEST LOOE RIVER SX 2155 6245 1 IB | 1 1

| COASTAL-14A FOLPERRO RIVER SOURCE SX 1942 5607 CONFLUENCE WITH PELYNT STREAM SX 1980 5475 1 IB | PELYNT STREAM CONFLUENCE SX 1930 5475 POLPESO HARBOUR SX 2101 5095 1 IB | i i 1 1 |COASTAL-14A PELYNT STREAM SOURCE SX 2030 5492 PELYNT STW SX 2020 5490 1 10 I PELYNT STW SX 2020 5490 CONFLUENCE WITH POLPERRO RIVER SX 1980 5475 i IB | 1 1 Fowey Catchment River Quality Objectives

River f owey N

NWC Class t A A NWC Class IB

NWC Class 2 Colliford Reservoir NWC Class 3

NWC Class 4

Not monitored Siblybacfc Reservoir

Cardinham Water NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES TOR CONTROLLED WATERCOURSES

* NOT MONITORED 0 RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER 1 | QUALITY j FROM (NGR) TO (NGR) 1 OBJECTIVE | I 1

|FOWEY— 15A FOWEY SOURCE SX 1711 8119 TIDAL LIMIT SX 1056 6009 1 IB « | — 15B 1 1 1 1

|FOWEY—ISA PONT PILL SOURCESX 1882 5643 TIDAL LIMIT SX 1443 5203 1 IB 1 I JFCWEY-15A GOLANT STREAM SOURCE SX 1080 5280 FOWEY SEA PRODUCTS FISH FARM SX 1185 5242 1 IB | FOWEY SEA PRODUCTS FISH FARM SX 1185 5242 TIDAL LIMIT SX 1270 5230 i ib i 1 j (FOWEY— 15A TREBANT WATER SOURCE SX 1762 6123 TIDAL LIMIT SX 1472 5448 1 IB 1 I I |FWEY-15A LERRYN RIVER SOURCE SX 1610 6355 TIDAL LIMIT SX 1410 5723 1 IB , I

IFCWEY-15A BEDELLVA STREAM SOURCE SX 1657 6117 CONFLUENCE WITH RIVER LERRYN SX 1481 5960 1 IB | i j (FOWEY-15A REDMOOR STREAM * SOURCE SX 0750 6065 CONFLUENCE WITH LANLIVERY STREAM SX 0855 5885 1 IB | LANLIVERY STREAM CONFLUENCE SX 0855 5885 TIDAL LIMIT SX 1050 5785 1 IB . 1 i I |FOWEY-15A . IANLIVERY STREAM SOURCESX 0700 5840 LANLIVERY CARP FARM SX 0825 5872 t IB I LANLIVERY CARP FARM SX 0425 SB 72 CONFLUENCE WITH REDMOOR STREAM SX 0855 5885 i IB • | i i |FWEY-15B CARDINHAM WATER SOURCE SX 1208 7150 CARDINHAM STW SX 1192 6885 1 IB * | CARDINHAM STW SX 1192 6885 CONFLUENCE WITH RTVER FOWEY SX 1115 6439 1 IB * 1 i 1 |FOWEY-15B . WARLEGGAN RIVER SOURCE SX 1485 7545 CONFLUENCE WITH MOUNT STREAM SX 1590 6805 1 IB « | 1 MOUNT STREAM CONFLUENCE SX 1590 6805 CONFLUENCE WITH RIVER FOWEY SX 1540 6540 i IB # I 1l 1 1l |FOWEY-15B FAWTON BROOK * SOURCE SX 1695 6830 CONFLUENCE WITH WARLEGGAN RIVER SX 1590 6785 1 IB * 1 t1 * 1i | FOWEY—15B MOUNT STREAM SOURCE SX 1510 6795 CONFLUENCE WITH WARLEGGAN RIVER SX 1590 6805 t IB * | (MOUNT STW SX 1510 6795) I , 1 | | |FOWEY—15B EAST TAPHOUSE STREAM SOURCE SX 1810 6340 EAST TAPHOUSE STW SX1800 6340 1 IB « | EAST TAPHOUSE STW SX 1800 6340 CONFLUENCE WITH RIVER FOWEY SX 1760 6485 1 IB * 1 l i 1 1 JFOWEY-15B ST. NEOT RIVER SOURCE SX 1806 7645 U/S COLLIFORD RESERVOIR SX 1841 7566 1 IB .# 1 AT COLLIFORD RESERVOIR SX 178 711 1 IB # i D/S COLLIFORD RESERVOIR SX 178 711 COLLIFORD FISH FARAM SX1800 7080 1 IB M COLLIFORD FISH FARM SX 1800 7080 CONFLUENCE WITH RIVER FOWEY SX 1848 6481 1 IB * 1 i i 1 1 |FOWEY—15B DOZMARY STREAM DOZMARY POOL SX 1940 7420 COLLIFORD RESERVOIR SX 1885 7385 I IB * | i i 1 1 j FOWEY— 15B SPREY MOOR STREAM SOURCE SX 1750 7505 COLLIFORD RESERVOIR SX 1815 7450 1 IB ft | i i 1 1 |FOWEY-15B NORTHWOOD BROOK SOURCE SX 2015 7181 PARK PIT CHINA CLAY WORKS SX 1990 7040 1 IB | | PARK PIT CHINA CLAY WORKS SX 1990 7040 CONFLUENCE WITH RIVER FOWEY SX 2112 6802 i IB ft 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER 1 QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

1 |FOWEY-ISB COMMON MOOR STREAM SOURCE SX2442 6990 COMMON MOOR STW SX 2348 6923 1 IB t COMMON MDOR STW SX 2348 6923 CONFLUENCE WITH RIVER FOWEY SX 2280 6895 1 IB * 1 |FOWEY~15B SIBLYBACK STREAM SOURCESX 2389 7344 U/S SIBLYBACK RESERVOIR SX 2455 7165 1 LB # AT SIBLYBACK RESERVOIR SX 231 703 1 IB • D/S SIBLYBACK RESERVOIR SX 231 703 CONFLUENCE WITH RIVER FOWEY SX 2274 6985 t IB t

|FOWEY—15B TREWELLA STREAM SOURCE SX 2470 7085 SIBLYBACK RESERVOIR SX 2375 7065 1 LB # 1 Par and Crinnis Catchments River Quality Objectives

NHA South W osH ittshw.iloi I’laniimq Apiil 1 993 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT M3NITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

|PAR-16A PAR RIVER SOURCE SW 9908 6148 TIDAL LIMIT SX 0763 5337 1 2 # | i | |PAR-16A TYWARDREATH STREAM SOURCE SX 0826 5746 TIDAL LIMIT SX 0774 5340 1 IB » | | | |PAR-16A BOKIDDICK BROOK SOURCE SX 0636 6107 CONFLUENCE WITH PAR RIVER SX 0572 5728 i IB « | | | |PAR— 16A TREVERBYN STREAM SOURCE SX0293 5612 CONFLUENCE WITH PAR RIVER SX 0455 5805 1 IB # | 1 t |PAR-16A RESCORLA BROOK SOURCE SX 0345 5740 CONFLUENCE WITH TREVERBYN STREAM SX 0410 5842 1 2 # ( i | |PAR-16A HALLAZE STREAM * SOURCESX 0220 5620 CONFLUENCE WITH TREVERBYN STREAM SX 0305 5630 1 IB * | 1 I |PAR-16A ROSEVEAN STREAM SOURCESX 0212 5782 CONFLUENCE WITH PAR RIVER SX 0356 5662 1 2 ft | l l j PAR—16A ROCK DRYERS STREAM SOURCE SX 0262 5855 CONFLUENCE WITH ROSEVEAN STREAM SX 0340 5666 1 2 # 1 1I 1i |PAR-16A CARBIS STREAM SOURCE SW 9950 5826 CONFLUENCEWITH PAR RIVER SX 0283 5940 1 2 * 1 )PAR—16A M3LINNIS STREAM SOURCE SX 0170 5886 CONFLUENCE WITH CARBIS STREAM SX 0262 5937 ! IB l| t |PAR-16A ROSEVAXH STREAM SOURCE SX 0273 6153 CONFLUENCE WITH PAR RIVER SX 0228 6071 1 2 # | NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

ICRINNIS— 17A CRINNIS RIVER SOURCE SX 0157 5472 TIDAL LIMIT SX 0609 5220 1 2 • | | I j CRINNIS— 17A BODELVA BROOK SOURCE SX 0516 5466 CONFLUENCE WITH CRINNIS RIVER SX 0565 5275 I 3 f 1 1 1

I St. Austell and South Cornwall Coastal Streams River Quality Objectives

NWC Class 1A

NW C Class 10

NWC Class 2

NWC Class 3

NWC Class 4

Not monitoied

NHA South WexW reshwiilei Planning Apnl 1903 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | QUALITY PROM (NGR) TO (NGR) | OBJECTIVE 1

|ST. AUSTELL ST. AUSTELL RIVER SOURCE SX 0024 5632 PENTEWAN ROAD CHINA CLAY LAB SX 0130 5170 | 2 « 1 |-1BA PENTEWAN ROAD CHINA CLAY LAB SX 0130 5170 TIDAL LIMIT SX 0198 4706 1 2 * 1 1 t ISA POLGOOTH STREAM SOURCE SW 9818 5228 CONFLUENCE WITH ST AUSTELL RIVER SX 0077 4979 | 2 * 1 1 | ISA HEMBAL BROOK SOURCE SW 9842 5369 BLACKPOOL CHINA CLAY PLANT SW 9850 5320 1 IB » t BLACKPOOL CHINA CLAY PLANT SW 9850 5320 CONFLUENCE WITH POLGOOTH STREAM SW 9909 5162 1 1B • 1 1 | ISA GOVER STREAM SOURCE SW 9919 5505 CONFLUENCE WITH ST AUSTELL RIVER SX 0073 5262 1 2 • 1 1

| COASTAL-18 A MEVAGISSEY STREAM SOURCE SW 9889 4560 MEVAGISSEY HARBOUR SX 0151 4486 1 IB i jCOASTAL-18 A PORT MELLON STREAM * SOURCE SW 9940 4245 CONFL WITH GORRAN CHURCHTOWN STREAM SX 0030 4330 1 IB GORRAN CHURCHTOWN STREAM CONLF SX 0030 4330 TIDAL LIMIT SX 0155 4385 1 IB i |COASTAL-18 A GORRAN CHURCHTOWN STREAM SOURCE SW 9980 4215 GORRAN CHURCHTOWN STW SW 0010 4245 1 IB GORRAN CHURCHTOWN STW SW 0010 4245 CONFLUENCE WITH PORT MELLON STREAM SX 0030 4330 1 IB 1

| COASTAL-10A CAERHAYS STREAM SOURCE SW 9820 5096 CONFLUENCE WITH ST. EWE STREAM SW 9740 4630 1 1A • 1 ST EWE STREAM CONFLUENCE SW 9740 4630 PORTHLUNEY COVE SW 97484130 1 1A « 1 I 1 | COASTAL-18 A ST. EWE STREAM SOURCE SW 9950 4698 ST EWE STW SW 9790 4644 1 IB • 1 ST EWE S W SW 9790 4644 CONFLUENCE WITH CAERHAYS STREAM S W 9740 4630 ( 10 * 1 1 jCOASTAL-1 BA HEWAS WATER SOURCE SW 9720 5050 CONFLUENCE WITH CAERHAYS STREAM SW 9740 4630 1 IB * 1 1 (COASTAL-ISA POKTHOLLAND STREAM SOURCE SW 9565 4655 PORTHOLIAND BEACH SW 9598 4125 1 IB 1

|COASTAL-18A CAKNE STREAM SOURCE SW 9311 4073 VERYAN STW SW 9092 3979 1 IB VERYAN STW SW 90923979 PENDOWER BEACH SW 8974 3813 1 1B 1 |COASTAL-18A TRENGROUSE STREAM SOURCE SW 9265 4185 CONFLUENCE WITH CARNE STREAM SW 9165 4040 1 IB 1 Fal, Tresillian, Allen, Kenwyn, Carnon & Kennal Catchments River Quality Objectives

NltA South Wo.st f loshw.itoi I’laniunq April 199.') NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER 1 j QUALITY 1 FROM (NGR) TO (NGR) | OBJECTIVE ! 1 1 -i—1.1 |PAL-I9C FALSOURCE SW 9830 5792 CONFLUENCE WITH BODELLA BROOK SW 9350 5800 1 IB I 1 BODELLA BROOK CONFLUENCE SW 9350 5600 RETEW BRIDGE SW 9265 5696 1 18 t 1 RETEW BRIDGE SW 9265 5696 GRAMPOUND SW 934 187 1 2 « 1 GRAMPOUND SW 934 *87 GRAMPOUND BRIDGE SW 9336 4844 1 2 t 1 GRAMPOUND BRIDGE SW 9336 4844 RUAN LANIHORNE SW 867 125 1 18 * 1 RUAN LANIHORNE SW 887 425 TIDAL LIMIT SW 6874 4238 1 IB * 1 1 ! __ 11 JFAL-19C PENKEVIL STREAM SOURCE SW 8848 4633 TIDAL LIMIT SW 3745 4190 1 15 1 I I1 |FAL-I9C LAMDRRAN STREAM SOURCE SW 8860 4365 TIDAL LIMIT SW 8865 4210 1 18 1 i i IFAL-19C TREWITHEN STREAM SOURCE SW 9062 4760 CONFLUENCE WITH RIVER FAL SW 8913 4268 I IB 1 1I I | FAL-19C GWINDRA STREAM SOURCE SW 9752 5740 CONFLUENCE WITH RIVER FAL SW 9378 5068 1 2 * 1 t 1 IFAL-19C COOMBE STREAM SOURCESW 9790 5260 CONFLUENCE WITH GWINDRA STREAM SW 9509 5167 1 18 1 | 1I 1I |FAI/-19C DUBBERS STREAM SOURCE SW 9770 5592 CONFLUENCE WITH GWINDRA STREAM SW 9651 5589 1 2 ♦ 1 1 it |FAL-19C GOVERSETH STREAM * SOURCE SW 9695 5505 GOVERSETH TERRACE ABSTRACTION SW 969 551 I 2 t I GOVERSETH TERRACE ABSTRACTION SW 969 551 CONFLUENCE WITH GWINDRA STREAM SW 9640 5580 1 2 ft I 1i 1 JFAL-19C ' BODELLA BROOK SOURCE SW 9448 5692 ST DENNIS STW SW 9415 5762 1 2 • 1 ST DENNIS STW SW 9415 5762 CONFLUENCE WITH RIVER FAL SW 9353 5800 1 2 ’ i 1 # i!■ > |FAL-19C > ST. DENNIS STREAM SOURCE SW 9480 5720 CONFLUENCE BODELLA BROOK SW 9415 5760 | 2 * I* i 1 i! i | PERCUII/-19A PERCUIL RIVER SOURCE SW 8912 3837 TIDAL LIMIT SW 8613 3636 1 I* i: | i i | PEROJIL-19A ROSELAND STREAM SOURCE SW 8550 3575 ST. JUST IN ROSELAND STW SW 8551 3585 1 LA r ST. JUST IN ROSELAND STW SW 8551 3585 CONFLUENCE WITH PERCUIL RIVER SW 8595 3575 1 l a I 1 i i ■ |TRESILLIAN ■ TRESILLIAN RIVER SOURCESW 8832 5588 GREEN MILL OUTLET SW 6760 4730 1 LB i |FAL-19D GREEN MILL OUTLET SW 8760 4730 TIDAL LIMIT SW 8701 4652 1 IB ■ i 1 i, |FAL-I9D TREVELLA STREAM SOURCESW 8533 5167 CONFLUENCE WITH TRESILLIAN RIVER SW 8600 4550 1 l a i i 1 1 |FAL-19D KESTLE STREAM SOURCE SW 8499 5400 CONFLUENCE WITH TRESILLIAN RIVER SW 8733 4711 1 LB i 1 i |FAL-19D TREWORGANS STREAM SOURCE SW 9122 5010 CONFLUENCE WITH TRESILLIAN RIVER SW 8880 4850 1 IB i i t 1 i |FAL-19D BRIGHTON STREAM SOURCE SW 9060 5710 CONFLUENCE WITH TRESILLIAN RIVER SW 8925 5110 1 LB i 1 i NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED It RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1ALLEN ALLEN (PAL) SOURCE SW 8253 S306 TIDAL LIMIT SW 8270 4495 1 IB | j FAL-19D 1 1 (PAL-19D ZELAH BROOK SOURCE SW 8107 5155 CONFLUENCE WTIH RIVER ALLEN SW 8235 4744 1 IB | 1 i (FAL-19D NTNNIS STREAM SOURCE SW 7920 4945 CONFLUENCE WITH ZELAH BROOK SW 8160 4830 1 1A 1 1 1 |PAL-19D TRISPEN STREAM SOURCE SW 8430 4960 CONFLUENCE WITH RIVER ALLEN SW 8302 4990 1 IB 1 1 1

|KENWYN KENWYNSOURCE SW 7705 4852 TRURO t VICTORIA GARDENS ABSTRACTION SW 621 450 1 IB | )PAL-19D TRURO fc VICTORIA GARDENS ABS'N SW 821 450 TIDAL LIMIT SW 8274 4468 1 IB 1 1 I | PAL-19D BOSCOLLA STREAM SOURCE SW 7809 4842 CONFLUENCE WITH RIVER KENWYN SW 6050 4597 1 IB | i i IPAL-19D SHORTLANESEND STREAM * SOURCE SW 7962 4834 CONFLUENCE WITH BOSCOLLA STREAM SW 8000 4709 1 IB | 1 1

(FAL-19D CALENICK STREAM SOURCE SW 7512 4630 TIDAL LIMIT SW 8225 4308 1 IB # 1 1 1

|CARNON CARNON RIVER SOURCE SW 7380 4570 TIDAL LIMIT SW 7909 3935 ( 3 « | |PAL-19E 1 1 jPAL-19E 1 PERRANWELL STREAM SOURCE SW 7448 3852 TIDAL LIMIT SW 7870 3950 1 LA I | I j |PAL-19E HELSTONE WATER * SOURCE SW 7830 4260 CONFLUENCE WITH CARNON RIVER SW 7850 4050 I 1A « | 1 1 |PAL-19E RINGWELL STREAM * SOURCE SW 8000 4070 RINGWELL HOLIDAY PARX ABSTRACTION SW 790 409 1 1A » | RINGWELL HOLIDAY PARK ABSTRACTION SW 790 409 CONFLUENCE WITH HELSTONE WATER SW 7350 4095 1 LA ft 1 j j |PALr-19E BALDHU STREAM SOURCE SW 7700 4266 CLENCH'S VALLEY TAILINGS DAM SW 774 417 ) IB * | (O^MOWS STREAM) CLEMOW'S VALLEY TAILINGS DAM SW 774 117 CONFLUENCE WITH CARNON RIVER SW 7752 4124 1 IB • | 1 | 1 1 jPAL-19E HICK'S MILL STREAM SOURCE SW 7254 3990 CONFLUENCE WITH LANNER STREAM S W 7485 4040 1 IB V | LANNER STREAM CONFLUENCE SW 7485 4040 CONFLUENCE WITH CARNON RIVER SW 7720 4136 1 IB # | I i 1 1 (FAL-19E LANNER STREAM SOURCE SW 7450 4070 LANNER ST DAY STW S W 7475 4051 1 IB t 1 i LANNER ST DAY STW SW 7475 4051 CONFLUENCE WITH HICK'S MILL STR SW 7485 4040 1 IB • |i I i I 1 |PAL-19E ST. DAY STREAM SOURCE SW 7334 4192 CONFLUENCE WITH CARNON RIVER SW 7643 4220 1 IB 1 |. • (HALE MILLS STREAM) 1 1

|KENNALL k e n n a l l SOURCE SW 6864 3786 U/S STITHIANS RESERVOIR SW 7070 3730 1 1A | IPAL-19E AT STITHIANS RESERVOIR SW 7180 3630 1 1A | D/S STITHIANS RESERVOIR SW 7180 3630 STITHIANS SLUDGE PLANT DISCHARGE SW 7195 3635 1 1A | STITHIANS SLUDGE PLT DISCH * SW 7195 3635 RIVER KENNAL INTAKE SW 7480 3720 1 1A ) NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED I RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

RIVER KENNAL INTAKE SW 7480 3720 PONSANOOTH GAUGING STATION SW 7631 3768 1 1A | PONSANOOTH GAUGING STATION SW 7631 3768 TIDAL LIMIT SW 7758 3845 1 IB | 1I 1I |PAI«~19& STITHIANS STREAM SOURCE SW 6986 3884 CONFLUENCE WITH RIVER KENNALL SW 7399 3701 1 1A | 1 1FAL-19E FOt/tARTH STREAM SOURCE SW 7035 3630 STITHIANS RESERVOIR SW 7075 3640 1 1A | | I IFAL-19E CARMENELLIS STREAM SOURCE SW 6998 3560 STITHIANS RESERVOIR SW 7110 8520 1 l a | 1 1

(GARRICK MYLOR STREAM SOURCE SW 7852 3662 MYIOR BRIDGE STW SW 7980 3640 I 1A | |ROADS MYLOR BRIDGE STW SW 7980 3640 TIDAL LIMIT SW 2043 3611 1 l a i (FAL-19A 1 1 (FAL-I9A PENRYN RIVER SOURCE SW 7489 3442 TIDAL LIMIT SW 7848 3459 1 IB | 1 I |FAL-19A BISSOM STREAM SOURCE SW 7895 3530 BISSOM GORRAN STW SW 7930 3460 1 l b | BISSOM GORRAN STW SW 7930 3460 TIDAL LIMIT SW 7935 3460 1 10 1 1 1 |COASTAI/-19A ARGAL STREAM SOURCE SW 7436 3384 U/S ARGAL RESERVOIR SW 758 319 1 1A | AT ARGAL RESERVOIR SW 763 328 1 I* 1 D/S ARGAL RESERVOIR SW 763 328 U/S COLLEGE RESERVOIR SW 765 330 1 l a | AT COLLEGE RESERVOIR SW 772 335 1 LA * | D/S COLLEGE RESERVOIR SW 772 335 TIDAL LIMIT SW 7867 3418 1 l a | 1 1i | CQASTAL~19A LOWER SPARGO STREAM SOURCE SW 7575 3325 ARGAL RESERVOIR SW 7605 3275 1 LA | I I 1 COASTAIr-19A MABE STREAM SOURCE SW 7650 3410 COLLEGE RESERVOIR SW 7685 3375 1 l a | 1 1 | COASTAL*— 19 A SWANPOOL STREAM SOURCE SW 7815 329S TIDAL LIMIT SW 8024 3125 t IB |

|COASTAL-19A MAENPORTH STREAM SOURCE SW 7718 3246 TIDAL LIMIT SW 7900 2960 1 18 1 1 1 Lizard Peninsula Streams & Helford Catchment River Quality Objectives

NflA South WeM F f oshwatei (’I-hhiiik) April 19M3 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED » RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

|HELFORD-19A PORTH NAVAS STREAM SOURCE SW 7695 3097 TIDAL LIMIT SW 7576 2822 1 IB 1 |HELFORD-19A TREWINCE STREAM SOURCE SW 7519 2909 TIDAL LIMIT SW 7524 2775 I IB | }HELFORD-19A LESTRAINES RIVER SOURCE SW 7320 3375 CONSTANTINE STW SW 7370 2880 ! i b CONSTANTINE STW SW 7370 2860 TIDAL LIMIT SW 7375 2838 1 18 I |HBXFORI>-19A CARVEDRAS STREAM SOURCE SW 7247 3197 CONFLUENCE WITH LESTRAINES RIVER SW 7370 2907 1 IB | |HELFORD-19A GWEEK RIVER SOURCE SW 7219 3306 TIDAL LIMIT SW 7063 2675 1 10 / )HELTORD-19A TOLVAN CROSS STREAM SOURCE SW 7140 3060 CONFLUENCE WITH GWEEK RIVER SX 7060 2720 1 10 1 |KELFORD-19A HELFORD RIVER SOURCE SW 6696 2909 TIDAL LIMIT SW 7043 2648 1 1B I |HELFORD-19A . ROSEVEAR RIVER SOURCE SW 7180 2238 TIDAL LIMIT SW 7056 2587 1 10 1 JHELFORD-19A TRELCWARREN STREAM SOURCE SW 7370 2162 TIDAL LIMIT SW 7173 2487 1 IB 1 |HELTORD-19A MANACGAN RIVER SOURCE SW 73962041 TIDAL LIMIT SW 7705 2490 1 18 1

|COASTAL-19A , PORTHALLCW STREAM SOURCE SW 7664 2176 POOTHALLOW SW 7976 2322 1 18 |(LIZARD) | COAST AL-19A ' ST KEVERNE STREAM SOURCE SW 7822 2068 ST KEVERNE STW SW 7917 2158 1 IB ST KEVERNE STW SW 7917 2158 PORTHOUSTOCK SW 8077 2075 i 10 1 ; I | COASTAL-19A 1 KUGGAR STREAM SOURCE " SW 7260 1680 CHYCARNE HOLIDAY PARK SW 7260 1660 1 IB ,| CHYCARNE HOLIDAY PARK > SW 7280 1660 TIDAL LIMIT SW 7340 1645 i 18 i| | ! 1 | 1 1 11 jCOASTAL-19A> POLTESCO RIVER SOURCE SW 7268 1983 CARLEON COVE SW 7277 1563 1 IB 11 i J |COASTAlr-19A’ CHURCH COVE STREAM SOURCE , SW 7081 1325 CHURCH COVE SW 7147 1278 1 18 11 1 jCOASTAL-19A KYNANCE STREAM SOURCE SW 6892 1580 KYNANCE COVE SW 6640 1340 1 IB •1 I |COASTAL-19A MULLION STREAM SOURCE SW 6976 1753 MULLION COVE SW 6670 1788 1 IB I < 1 jCOASTAL-19A CURY RIVER SOURCE SW 7195 2125 POLDU COVE SW 6650 2001 1 IB *. 1 (POLDHU STREAM) 1 i |COASTAL-19A GUNWALLOE STREAM SOURCE SW 6813 2398 CHURCH COVE SW 6607 2050 1 18 #' t 1 Cober Catchment River Quality Objectives

NHA South Wosff iwshw.itor Hanning April t ‘HKl NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED * RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 (c a t c h m e n t RIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) ) OBJECTIVE 1

| COBER—20A COBER SOURCE sw 6780 3664 CONFLUENCE WITH MEDLYN STREAM SW 6890 3220 1 10 • 1 MEDLYN STREAM CONFLUENCE sw 6890 3220 TRENEAR BRIDGE SW 6810 3138 1 18 * 1 TRENEAR BRIDGE sw 6810 3138 WENDRON SW 6750 3100 | LA # 1 WENDRON sw 6750 3100 LOWER TOWN BRIDGE SW 6580 2913 1 LA * 1 AT HELSTON BOATING LAKE sw 655 271 1 IB * 1 LOWER TOWN BRIDGE sw 6580 2913 BELOW HELSTON sw 64972577 | IB * 1 BELOW HELSTON sw 6497 2577 LOE BAR sw 6414 2417 1 16 1 |COBER-20A CMtMZNCWE STREAM SOURCE sw 6795 2445 LOE POOL sw 6540 2440 1 16 1 |COBER-2QA PENROSE STREAM (COBER) SOURCE sw 6390 2710 LOE POOL sw 6445 2555 1 1B I |COBER-2OA SITHNEV STREAM * SOURCE sw 6405 3150 CONFLUENCE WITH RIVER COBER sw 6560 2850 1 10 * 1 1 |COBER-20A CHYNHALE STREAM * SOURCE sw 6500 3120 PROSPIDNICK FARM ABSTRACTION sw 649 312 1 ID * 1 PROSPIDNICK FARM ABSTRACTION sw 649 312 CONFLUENCE WITH SITHNEY STREAM sw 6410 3080 1 *B 1 1 1 |COBER— 20A BODILLY STREAM SOURCE sw 6711 3550 CONFLUENCE WTIH RIVER COBER sw 6759 3115 1 1B » 1 I jCOBER-20A RELEATH STREAM SOURCE sw 6555 3310 CONFLUENCE WITH BODILLY STREAM sw 6650 3245 1 1B » 1 I |COBER-20A MEDLYN STREAM SOURCE sw 7187 3353 CONFLUENCE WITH HALWIN STREAM sw 7060 3320 1 IB * 1 HAIWIN STREAM CONFLUENCE sw 7060 3320 CONFLUENCE WITH RIVER COBER sw 6862 3183 1 IB • 1 1I )COBER-20A HALWIN STREAM SOURCE sw 7040 3435 DACUM FISH FARM sw 7060 3370 1 IB » I DAOJM PISH FARM sw 7060 3370 CONFLUENCE WITH MEDLYN STREAM sw 7060 3320 i IB * 1 1 iCOBER-2DA TOLCARNE STREAM SOURCE sw 6830 3695 CONFLUENCEWITH RIVER COBER sw 6870 3430 1 I 8 * 1 1 Mount’s Bay and Lands End Streams River Quality Objectives

NRA South West Freshwater Planning April 1993 NRA-SOl/TH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED * RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

|COASTAL-21A PORTHLEVEN STREAM SOURCE SW 6221 2950 PORTHLEVEN HARBOUR SW 6288 2572 1 IB tt | 1 | |COASTAL-21A MARA2I0N RIVER SOURCE SW 4782 3800 SWEETWATER TROUT FARM SW 4850 3780 1 l a | SWEETWATER TROUT FARM SW 4850 3780 MARAZIOK SW 5137 3090 1 1A I I I |COASTAL-21A LUDGVAN STREAM SOURCE SW 5020 3440 CROWLAS fc LUDGVAN STW SW 5170 3270 1 lA | CROWLAS t LUDGVAN STW SW 5170 3270 CONFLUENCE WITH MARAZION RIVER SW 5110 3220 1 l a | i | | COASTAL-21A TREGILLIOWE STREAM SOURCE SW 5417 3354 CONFLUENCE WITH MARAZION RIVER SW 5217 3220 I 18 j 1 i j COASTAL-2 lA TREVAYLOR STREAM SOURCE SW 4629 3622 LITTLE R0SEMORRAN FISH FARM SW 4740 3200 1 IB | LITTLE ROSEMDRRAN PISH FARM SW 4740 3200 TIDAL LIMIT SW 4818 3105 1 IB | 1 1 ) COASTAL** 2 lA ROSEMORRAN STREAM SOURCE SW 4664 3530 CONFLUENCE WITH TREVAYLOR STREAM SW 4782 3172 1 l a | I i |COASTAL-2lA CHYANDOUR BROOK SOURCE SW 4422 3405 CHYANDOURSW 4792 3095 1 LA 1 1 1 |COAST AL-21A LARIGGAN RIVER SOURCE SW 4319 3387 MADRAN ABSTRACTION SW 4340 3310 1 LA 1 MADRAN ABSTRACTION SW 4340 3310 BOSWEDNAN SW 444 310 1 l a j BOSEDNAN SW 444 310 WHERRY TOWN SW 4675 2942 1 LA 1 j 1 |COASTAL-21A NEWLYN RIVER SOURCE SW 4297 3502 NEWBRIDGE STW SW 4255 3148 1 ID * 1 NEWBRIDGE STW SW 4255 3148 SKIMMEL BRIDGE SW 4335 3018 1 IB I | SKIMMEL BRIDGE SW 4335 3018 U/S DRIFT RESERVOIR SW 4340 2990 1 LA # 1 AT DRIFT RESERVOIR SW 437 288 1 LA I I D/S DRIFT RESERVOIR SW 437 288 BURYAS BRIDGE SW 4475 2908 1 LA I | BURYAS BRIDGE SW 4475 2906 NEWLYN HARBOUR SW 4635 2895 1 IB 1 | | I jCOASTAL—21A THEREIFE STREAM SOURCESW 4433 3339 CONFLUENCE WITH NEWLYN RIVER SW 4524 2927 I IB * | I 1 |COASTAL-21A TREDAVOE STREAM SOURCE SW 4539 2876 TREDAVOE STW SW 4530 2870 1 IB * 1 TREDAVOE STW SW 4530 2870 CONFLUENCE WITH NEWLYN RIVER SW 4518 2895 1 IB t | i | |CQASTAL~21A SANCRZED BROOK SOURCE SW 4030 2969 SANCREED STW SW 4190 2980 1 1A 1 | SANCKEED STW SW 4190 2980 DRIFT RESERVOIR SW 4303 2961 I LA » j i i 1 1 j COASTAL-2 LA LAM3RNA STREAM SOURCE SW 4257 2868 LAMORNA COVE SW 4502 2410 1 LA t 1 1 1 1 | COASTAL-21A FIDDLERS BROOK SOURCE SW 4160 2825 CONFLUENCE WITH LAMORNA STREAM SW 4355 2630 1 LA 1 1 1I |COASTAL-21A CARN EUNY STREAM SOURCE SW 3997 2881 CONFLUENCE WITH LAMORNA STREAM SW 4429 2495 1 LA 1 (L£HA STREAM) I 1 1 i |COASTAL-21A TREVEDRAN STREAM SOURCE SW 4055 2525 ST BURYAN STW SW 4080 2525 1 IB | ST BURYAN STW SW 4080 2525 TIDAL LIMIT SW 4230 2310 1 IB | NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

|COASTAL-22A PENBERTH STREAM SOURCE SW 3805 2696 CONFLUENCE WITH POLGIGGA STREAM SW 3885 2390 1 10 TRETHEWEY SW 3885 2390 PENBERTH COVE SW 4031 2270 1 18 t | COASTAL-2 2A POLGIGGA STREAM SOURCE SW 3822 2389 CONFLUENCE WITH POLGIGGA STREAM SW 3885 2390 1 10 (POLGIGGA STW) 1 | |COASTAL-2 2A TREGESEAL STREAM SOURCE SW 3956 3130 TREGASEAL STW SW 3680 3190 t 1A ft TREGASEAL STW SW 3680 3190 FORTH LADDEN SW 3551 3518 J 1A II 1l |COASTAL-22A ZENNOR STREAM SOURCE SW 4622 3735 PENDOUR COVE SW 4481 3895 1 1A 1 jCOASTAL-22A STENNACK RIVER SOURCE SW 5067 3842 U/S BUSSOW RESERVOIR SW 5010 3916 I IB AT BUSSOW RESERVOIR SW 5020 3900 1 IB D/S BUSSOW RESERVOIR SW 5010 3916 TIDAL LIMIT SW 5187 4050 1 IB 1 Hayle Catchment River Quality Objectives

NUA South West Freshwater Planning\April 1993 NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED S RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH 1 RIVER j QUALITY FROM (NGR) TO

|HAYL£-22B HAYLE SOURCE SW 6560 3378 CONFLUENCE WITH NANCEGOLLAN STREAM SW 613 331 1 10 NANCEGOLLAN STREAM CONFLUENCE SW 613 331 BINNER BRIDGE SW 6110 3273 I 10 BINNER BRIDGE SW 6110 3273 GODOLPHIN BRIDGE SW 5961 3241 1 3 GODOLPHIN BRIDGE SW59613241 RELUBBUS SW S661 3196 1 IB » RELUBBUS SW 5661 3196 RIVER HAYLE INTAKE SW 549 349 I IB RIVER HAYLE INTAKE SW 549 349 TIDAL LIMIT SW 5490 3508 1 IB I {HAYLE-22B NANCE STREAM SOURCE SW 5177 3753 TREVETHOE ABSTRACTION SW 540 364 1 IB TREVETHOE ABSTRACTION SW 540 364 TIDAL LIMIT SW 5441 3636 1 IB 1 1HAYLE-22B ST. ERTH STREAM SOURCE SW 5098 3542 TIDAL LIMIT SW 5495 3578 1 IB I 1 (HAYLE-22B BOSWORGY STREAM SOURCE SW 5930 3350 CONFLUENCE WITH RIVER HAYLE SW 5600 3300 1 IB 1 I |HAYLE-22B MILLPOOL STREAM SOURCE SW 5835 2950 CONFLUENCE WITH RIVER HAYLE SW 5706 3156 1 18 1 i [HAYLE-22B GODOLPHIN STREAM SOURCE SW 6045 3126 CONFLUENCE WITH RIVER HAYLE SW 6025 3253 1 La 1 t |HAYLE-22B NANCEGOLLAN STREAM SOURCE SW 6383 3268 NANCEGOLLAN STW SW 6352 3251 1 IB NANCEGOLLAN STM SW 6352 3251 CONFLUENCE WITH RIVER HAYLE SW 6130 3306 1 18 1 |HAYLE-22B ANGARRACK STREAM SOURCE SW 6113 3626 COPPER HOUSE POOL SW 567 382 1 IB COPPER HOUSE POOL SW 567 382 COPPER HOUSE POOL SW 560 378 j IB COPPER HOUSE POOL SW 560 378 TIDAL LIMIT SW 5672 3794 1 IB 1 Red River and Coastal Streams Catchments River Quality Objectives

NRA South West'frebhwalei Planning April 1993 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE \

(RED-23A RED RIVER SOURCE SW 6765 3753 BCWLENHOE CROFT FISH FARM SW 6740 3819 1 2 BOWLENHOE CROFT FISH FARM SW 6740 3819 ABOVE BREA TIN WORKS SW 6683 3952 1 2 ABOVE BREA TIN WORKS SW 6683 3952 SOUTH CROFTY MINE SW 6620 4080 j 3 SOUTH CROFTY MINE SW 6620 4080 GWITHIAN TOWANS SW 5825 4222 1 3 1 |RED-23A GWITHIAN STREAM SOURCE SW 5870 4110 GWITHIAN CHURCHTOWN STW SW 5670 4160 1 IB GWITHIAN CHURCHTOWN STW SW 5870 4160 CONFLUENCE WITH RED RIVER SW 5845 4210 i IB i |REI>-23A ROSEWORTHY STREAM SOURCE SW 6623 3632 PRAZE RIVER CONFLUENCE SW 6308 3897 1 IB # PRAZE RIVER CONFLUENCE SW 6308 3897 ROSEWORTHY STREAM INTAKE SW 6310 3910 | IB » ROSEWORTHY STREAM INTAKE SW 6310 3910 CONFLUENCE WITH RED RIVER SW 6030 4150 | IB I |RED-23A PRAZE RIVER CARGENWYN RESERVOIR SW65623526 1 IB 1 D/S CARGENWYN RESERVOIR SW 6500 3520 PRAZE AN BEEBLE STW SW 6327 3564 1 IB « PRAZE AN BEEBLE STW SW 6327 3564 CONFL WITH ROSEWORTHY STREAM SW 6308 3897 1 15 * 1 |RED-23A REEN STREAM SOURCE SW 6671 3743 CONFL WITH ROSEWORTHY STREAM SW 6351 3806 1 IB 1 |RED-23A TEHIDY STREAM SOURCE SW 6748 3975 TOLVADDON BRIDGE SW 6637 4217 1 IB « TOLVADDON BRIDGE SW 6637 4217 CONFLUENCE WITH RED RIVER SW 6294 4226 i i a » I1 )RED-23A RESKADINNICK STREAM * SOURCE SW 6410 4090 CONFLUENCE WITH RED RIVER SW 6350 4192 | 2 1

I NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED tl RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

| COASTAL-23 A PORTREATH STREAM SOURCE SW 6952 3973 PORTREATH BEACH SW 6535 4535 1 3 | i i | COASTAI<-23 A REDRUTH STREAM SOURCE SW 7020 4135 CONFLUENCE WITH PORTREATH STREAM SW 6759 4486 1 IB 1 1 |COASTAL-23A MAWLA STREAM SOURCE SW 7070 4550 CONFLUENCE WITH REDRUTH STREAM SW 6785 4492 i IB I i i JCOASTAL-2 3 A CAMBROSE STREAM SOURCE SW 6835 4580 CONFLUENCE WITH MAWLA STREAM SW 6860 4535 1 IB I 1 I |COASTAL-23A PORTHTOWAN STREAM SOURCE SW 7217 4779 PORTHTOWAN STW SW 7040 4722 1 IB 1 PORTHTOWAN STW SW 7040 4722 PORTHTOWAN BEACH SW 6915 4804 | IB j | |COASTAL-23A MENAGISSEY STREAM SOURCE SW 7183 4653 CONFLUENCE WITH PORTHOWAN STREAM SW 7002 4705 1 IB | I |COASTAL-23A ST. AGNES STREAM SOURCE SW 7317 4996 TREVAUNANCE COVE SW 7217 5160 1 10 | I |COASTAL-2 3A TREVELLAS STREAM SOURCE SW 7380 4804 TREVAUNANCE COVE SW 7257 5191 1 IB | 1 j |COASTAL-23A PERRANPORTH STREAM SOURCE SW 7479 4745 BOSCAWEN GARDENS ABSTRACTION SW 755 539 1 l a | (PERRANCQMBE STREAM) BOSCAWEN GARDENS ABSTRACTION SW 755 539 PERRANPORTHSW 755 540 1 1A 1 PERRANPORTH SW 755 540 PERRANPORTH BEACH SW 7571 5433 1 ^ 1 1 | j COASTAL-23A BOLINGEY STREAM SOURCE SW 7650 4898 GOONHAVERN STREAM SW 7772 5258 1 l a | GOONHAVERN STREAM SW 7772 5258 TIDAL LIMIT SW 7569 5446 j 1A | I i |COASTAL-2 3A PENWARTHA STREAM SOURCE SW 7590 4905 CONFLUENCE WITH BOLINGEY STREAM SW 7650 5330 1 LA 1 i i (COASTAL-2 3A GOONHAVERN STREAM SOURCE SW 7825 5370 GOONHAVERN STW SW 7772 S298 1 LA 1 GOONHAVERN STW SW 7772 5298 CONFLUENCE WITH BOLINGEY STREAM SW 7730 5270 1 LA 1 1 1 1 1 |COASTAL-2 3A HOLYWELL STREAM (COASTAL) SOURCE SW 8202 5312 HOLYWELL BEACH SW 7665 5905 1 1A 1 1 | COASTAI/-23A TREMBLE STREAM SOURCE SW 8000 5380 CONFLUENCE WITH HOLYWELL STREAM SW 7825 5725 1 LA 1 1 j jCOASTAL-23A PORTH JOKE STREAM SOURCE SW 8042 5749 TIDAL LIMIT SW 7727 6040 1 IB I 1 1 Gannel Catchment River Quality Objectives

NHA South West Freshwater Planning\April 1993 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

|GANNEL-24A GANNELSOURCE SW 9067 5754 FRADDON STW SW 9040 5776 1 * 1 FRADDON STW SW 9040 5776 PERROSE SW 8842 5827 j IB • 1 PERROSE SW 8842 5827 KESTLE MILL BRIDGE SW 8S00 5931 | 1A KESTLE MILL BRIDGE SW 8500 5931 NEWQUAY SW 819 609 1 IB ft 1 NEWQUAY SW819 609 NEWQUAY SW 815 609 | IB • 1 NEWQUAY SW 815 609 TIDAL LIMIT SW 8192 5992 1 IB * 1

|GANNEL~24A CRANTOCK BROOK SOURCE SW 8070 5980 TREVELLA CARAVAN PARK FISH FARM SW 804 598 1 IB TREVELLA CARAVAN PARK FISH FARM SW 804 >98 TIDAL LIMIT SW 7985 6055 1 IB i |GANNEli-24A TREK CREEK SOURCE SW 8446 6073 BOATING LAKE SW 8155 6105 1 IB i | BOATING LAKE SW 8155 6105 BOATING LAKE SW 8145 6070 j IB BOATING LAKE SW 8145 6070 TIDAL LIMIT SW 8147 6072 1 IB i |GANNEL-24A TRELOGGAN STREAM SOURCESW 8248 6028 TIDAL LIMIT SW 8188 6006 1 IB 1 [GANNEL-24A NEWLYN EAST STREAM SOURCE SW 8296 5672 TIDAL LIMIT SW 8196 5968 1 IB 1 [GANNEL-24A BENNY STREAM SOURCE SW 8601 5458 MITCHELL STW SW 8570 5482 1 IB • 1 MITCHELL STW SW 8570 5482 CONFLUENCE WITH RIVER GANNEL SW 8332 5918 1 IB ft 1 1 1 |GANNEL~24A EAST WHEAL ROSE STREAM SOURCE SW 8407 5399 CONFLUENCE WITH BENNY STREAM SW 8398 5762 | 3 ft 1 I |GANNEL-24A TREVILLY STREAM * SOURCE SW 8355 5990 LEGONNA FARM ABSTRACTION SW 834 597 1 IB * 1 LEGONNA FARM ABSTRACTION SW 834 597 CONFLUENCE WITH RIVER GANNEL SW 8340 5930 t IB ft i 1 Porth, Gluvian & Menalhyl Catchments River Quality Objectives

NHA SntiHt W n l'f roshwHioi I’I.Mining April 1993 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED fr RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 CATCHMENT RIVER RIVER LENGTH ( RTVER | QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

|PORTH—25A PORTH STREAM SOURCE SW 9393 6063 U/S PORTH RESERVOIR SW 8747 6220 1 l b * 1 AT PORTH RESERVOIR SW 8637 6216 1 1B > 1 D/S PORTH RESERVOIR SW 8637 6216 RIALTON INTAKE SW 8480 6230 | LA * I RIALTON INTAKE SW 8480 6230 PORTH BEACH SW 8319 6288 1 LA • 1 i |PORTH— 25A ST. MAWGAN STREAM SOURCE SW 8799 6347 CONFLUENCE WITH PORTH STREAM SW 8370 6290 1 l b • 1 1 |PORTH-25A RIALTON BARTON STREAM * SOURCE SW 8640 6045 CONFLUENCE WITH PORTH STREAM SW 8470 6230 ( 1A 1 1 1 1 |PORTH—25A M3UNTJOY STREAM SOURCE SW 8718 6033 CONFLUENCE WITH PORTH STREAM SW 8592 6203 1 IB 1 1 i 1PORTH—25A TRELIVER STREAM * SOURCE SW 9205 6075 CONFLUENCE WITH PORTH STREAM SW 9207 6140 1 t 1 1

|MENALHYL-25A MENALHYL SOURCE SW 9357 6742 ST. COLUMB (JOINT) STW SW 9060 6405 t l a ST. COLUMB (JOINT) STW SW 9060 6405 MAWGAN PORTH BEACH SW 8492 6718 1 LA 1 IMENALHYL-25A GLUVIAN STREAM SOURCE SW 9223 6692 CONFLUENCE WITH RIVER MENALHYL SW 8515 6708 1 * 1 1 I JMEKALHYL-25A TREGATILUAN STREAM * SOURCE SW 9372 6203 CONFLUENCE WITH RIVER MENAUTTL SW 9252 6373 1 IB • 1 1 |MENALHYL-25A RETERTH STREAM * SOURCE SW 9534 6314 CONFLUENCE WITH RIVER MENALHYL SW 9257 6373 1 LB • 1 1 jCOASTAL-25A FORTHCOTHAN STREAM SOURCE SW 9043 6815 PORTHCOTHAN BEACH SW 8589 7209 1 IB 1 |COASTAL-2 5A PENROSE STREAM (COASTAL) SOURCE SW 8892 6875 CONFLUENCE WITH PORTHCOTHAN STR SW 8690 7135 1 10 1 1 | COASTAL-2 5A HARLYN WATER SOURCE SW 9106 7083 HARLYK BAY SW 8788 7S50 | LA 1 (COASTAL-25A ST. MERRYN BROOK SOURCE SW 89557145 CONFLUENCE WITH HARLYN WATER SW 8895 7450 1 lb 1 Camel Catchment River Quality Objectives

River Camel

NWC Class. 1A NWC Class 1B Davidstow Stream NWC Class 2 Ciowdy Reservoir NWC Class 3 NWC Class 4 Not monitored tannon Stream

De Lank River

Mellingey Stream

River Ruthern

St. Lawrence Stream

Lanivet Stream

NRA South W est Freshwater PlanningVApril 1993 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROIiED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

|CAMEIs-25B CAMEL SOURCE sx 1365 8759 WORTHYVALE MANOR FISH FARM SX 1055 8630 | IB ft WORTHYVALE MANOR FISH FARM sx 1055 8630 TRESARRET BRIDGE SX 0888 7313 | IB # TRESARRET BRIDGE sx 0888 7313 HELLANDBRIDGE sx 0655 7150 | 1A ft HELLANDBRIDGE sx 0655 7150 TIDAL LIMIT sx 0130 6963 | IB # 1

|CAMEL-25A ISSEY BROOK SOURCE SW 9407 6869 CONFLUENCE WITH MELLINGEY STREAM SW 9210 7170 1 IB MELLINGEY STREAM CONFLUENCE SW 9210 7170 TIDAL LIMIT SW 9193 7210 | IB I jCAMEL-2 5A MELLINGEY STREAM SOURCE SW 9225 6760 MELLINGEY TROUT PARM SW 9216 7163 1 IB MELLINGEY TROUT FARM SW 9216 7163 CONFLUENCE WITH ISSEY BROOK SW 9210 7170 1 IB i i (CAMEL-25A AMBLE SOURCE SX 0358 8047 TIDAL LIMIT SW 9820 7423 1 IB I |CAMEL-25B POLMORLA STREAM SOURCE SW 9527 6888 TIDAL LIMIT SW 9870 7200 1 IB 1

jCAMEL-25D ALLEN (CAMEL) SOURCE SX 0919 8564 CONFLUENCE WITH HELSTONE STREAM SX 0850 8175 | IB ft HELSTONE STREAM CONFLUENCE SX 0850 8175 KNIGHTSMILL BRIDGE sx 0713 8063 I 1A ft KNIGHTSMILL BRIDGE sx 0713 6063 TIDAL LIMIT sx 0107 7147 | LA ft 1 O O |CAMEL~25D CROANTORD STREAM * SOURCE sx 0570 7270 TIDAL LIMIT sx »-» JO 7145 1 1A I |CAMEL-25D ROSEWATER STREAM SOURCE sx 0580 8130 ST TEATH STW 5X 0590 8060 1 IB ft ST TEATH STW sx 0590 8060 CONFLUENCE WITH RIVER ALLEN SX 0610 7860 I IB ft i I |CAMEW5D DELABOLE STREAM SOURCE sx 0850 8420 DELABOLE STW SX 0730 8299 | IB ft DELABOLE STW sx 0730 8299 CONFLUENCE WITH RIVER ALLEN SX 0722 8092 | IB ft 1 |CAMEI/—25D HELSTONE STREAM SOURCE sx 0665 8160 HELSTONE STW sx 0860 6160 | IB ft HELSTONE STW sx 0860 8160 CONFLUENCE WITH RIVER ALLEN sx 0845 8180 | IB ft 1

|CAMEL-25B RUTHERN SOURCE SW 9447 6554 CONFLUENCE WITH RIVER CAMEL sx 0176 6808 | IB ft 1 |CAMEL-25B TREHORE STREAM * SOURCE sx 0040 6290 TREMORE VALLEY COTTAGES ABSTRACTION sx 009 653 | IB ft TREMORE VALLEY COTTAGES ABSTRACTION sx 009 653 CONFLUENCE WITH RIVER RUTHERN sx 0130 6680 | IB ft I 1 |CAMEL-25B LANIVET STREAM SOURCE sx 0440 6197 LANIVET sx 0373 6425 I 2 ft LANIVET sx 0373 6425 CONFLUENCE WITH RIVER CAMEL sx 0357 6738 I IB ft i 1 |CAMELr-25B ST. LAWRENCE STREAM SOURCE sx 0652 6379 CONFLUENCE WITH RIVER CAMEL sx 0430 6733 | IB ft 1 |CAMEL-25B DUNMERE STREAM SOURCE sx 0648 6737 CONFLUENCE WITH RIVER CAMEL sx 0475 6780 t IB I 1 1 |CAMEI/-25B CLERKENWATER SOURCE sx 0889 7060 CONFLUENCE WITH RIVER CAMEL sx 0532 6662 | IB « NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993}

I 1 jCATCHMENT RTVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

1 (CAMEL-25B BLISLAND STREAM SOURCE SX 1100 7445 BLISLAND STW SX 0998 7289 1 LA ft BLISLAND STW SX 0998 7289 CONFLUENCE WITH RIVER CAMEL SX 0885 7315 1 lA ft l |CAMEL-25C DE LANK RIVER SOURCE SX 1562 8202 DE LANK RIVER INTAKE SW 1350 7650 1 IB ft DE LANK RIVER INTAKE SW 1350 7650 CONFLUENCE WITH RIVER CAMEL SX 0846 7348 1 IB ft 1 |CAMEL-25B HEN BROOK SOURCE SX 0745 7715 HENGAR CARAVAN SITE STW SX 0790 7680 1 IB ft HENGAR CARAVAN SITE STW SX 0790 7680 CONFLUENCE WITH RIVER CAMEL SX 0840 7520 1 IB ft 1■ |CAMEL-25B SHALLOW WATER SOURCE SX 1260 7970 CONFLUENCE WITH RIVER CAMEL SX 0890 7790 i lA ft 1 (CAMEL-25B STANNON STREAM SOURCE SX 1432 8242 STANNON CHINA CLAY WORKS SX 12S0 8120 1 lA ft STANNON CHINA CLAY WORKS SX 1250 8120 CONFLUENCE WITH RIVER CAMEL SX 0973 8051 1 LA ft 1 jCAMEL-25B CROWDY STREAM SOURCE SX 1540 8445 U/S CROWDY RESERVOIR SX 1499 8388 1 1A ft AT CROWDY RESERVOIR SX 1392 8323 1 lA ft D/S CROWDY RESERVOIR SX 1392 8323 CONFLUENCE WITH STANNON STREAM SX 1108 7999 1 lA ft 1 |CAMEL-25B | DAV1DSTOW STREAM SOURCE SX 1424 8482 CONFLUENCE WITH RIVER CAMEL SX 1060 8330 1 IB ft 1

I Valency & Crackington Streams Catchments River Quality Objectives NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* MOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

|VALENCY-26A VALENCY SOURCE SX 1511 8886 CONFLUENCE WITH TRESPARRETT STREAM SX 1415 9115 1 18 1 TRESPARRETT STREAM CONFLUENCE SX 1415 9115 BOSCASTLE HARBOUR SX 0965 9137 1 IB | 1 i | VALENCY-2 6 A I£SNEWTH STREAM SOURCE sx 1395 8830 CONFLUENCE WITH RIVER VALENCY SX 1220 9125 1 1A | t (VALENCY-26A TRESPARRETT STREAM SOURCE sx 1505 9110 TRESPARRETT STW sx 1468 9156 1 IB | TRESPARRETT STW sx 1468 9156 CONFLUENCE WITH RIVER VALENCY sx 1415 9115 1 IB | 1 1

|VALENCY-26A TREBARWITH STREAM SOURCE sx 0670 8625 TREKNOW STW sx 0570 8650 1 IB | TREKNOW STW sx 0570 8650 TIDAL LIMIT sx 0490 8640 I IB I I | 1VALENCY-26A ROCKY VALLEY STREAM SOURCE sx 1020 8780 TREVILLET MILL FISH FARM sx 0728 8913 1 IB ! TREVILLET MILL FISH FARM SX,0728 8913 TIDAL LIMIT sx 0720 8960 j IB | 1 1

|COASTAL-26A CRACKINGTON STREAM SOURCE SX 1663 9379 ST. GENNYS STW sx 1585 9590 1 IB | ST. GENNYS STW SX 1585 9590 CRACKINGTON HAVEN sx 142S 9683 1 IB t 1 |COASTAL-26A PEHGOLD STREAM SOURCE sx 1335 9375 CONFLUENCE WITH CRACKINGTON STREAM sx 1430 9675 t IB i 1 1 iCOASTAL-26A MILLOOK STREAM SOURCE sx 1805 9560 MILLOOK HAVEN s s 1844 0010 1 IB | | (COASTAL-26A jWANSON WATER SOURCE sx 1982 9771 CONFLUENCE WITH TRESKINNICK STR sx 1992 9982 1 IB | TRESKINNICK STR CONFLUENCE SX 1992 9982 HANSON MOUTH s s 19480112 1 IB | 1 1 1 |COASTAL-2 6A !BANGOR STREAM SOURCE sx 2070 9960 POUNDSTOCK STW sx 2058 9967 1 IB | ' POUNDSTOCK STW sx 2058 9967 CONFLUENCE WITH WANSON WATER ss 1975 0056 1 IB | 1 I j COASTAL— 26A !TRESKINNICX STREAM SOURCE sx 2064 9878 CONFLUENCE WITH WANSON WATER sx 2002 9883 1 i s | (TRESKINNICK CROSS STW sx 2064 9878) ’ '' 1 ! Strat & Neet Catchments River Quality Objectives

Gooseham Stream

Maryland Water

Woolley Stream

N Holly Grove Stream k

Coombe Valley Stream

White Oak Sir

Stibb Brook

Grimscott Stream Bude Canal

km 0 7 3 4 5

Scale

Key

NWC Class 1A

NWC Class tB

NWC Class 2

NWC Class 3 Keywood Stream NWC Class 4

Not monitored

Hiver Noet

Jacob Stream Sotith Week Stream NRA—SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT WDNITORED I RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 ICATCHMEOT RIVER RIVER LENGTH | RIVER | j QUALITY | FROM (NGR) TO (PKR) | OBJECTIVE j 1 1

(STRAT/NEET STRAT SOURCE SS2566 1100 BUDESS 2074 0647 I IB | (-27A 1 1 1 1

I-27A BUDE CANAL HELE s s 2137 0384 BUDESS 2048 0644 1 IB | 1 1

J-27A NEET SOURCE SX 2614 9634 CONFLUENCE WITH WEEK BROOK SS 2353 0095 1 IB 1 WEEK BOOK CONFLUENCE SS 2353 0095 HELEBRIDGE SS 2155 0335 1 IB i HELEBRIDGE SS 2155 0335 CONFLUENCE WITH RIVER STRAT SS 2148 0370 1 IB | I I I-27A JACOB STREAM SOURCE SX 1916 9508 SOOTH PARK, JACOBSTOW STW SX 2024 9562 1 LB ] i SOUTH PARK, JA008STW STW SX 2024 9582 CONFLUENCE WITH RIVER NEET s s 2308 0130 j IB j 1 I I-27A SOUTH WEEK STREAM SOURCE SX 2260 9544 CONFLUENCE WITH JACOB STREAM s s 2299 0072 1 IB | 1■ if I-27A WEEK BROOK SOURCE SX 2355 9750 WEEK ST. MARY STW SX 2373 9609 1 IB f ' WEEK ST- MARY STW SX 2373 9809 CONFLUENCE WITH RIVER NEET s s 2350 0092 1 IB i 1 | I-27A KEYWOOD STREAM » SOURCESX 2650 9890 KEYWDOD CARAVAN ABSTRACTION SX 254 996 1 13 1 KEYWOOD CARAVAN ABSTRACTION SX 254 996 CONFLUENCE WITH RIVER NEET ss 2520 0005 1 LB | i i I-27A GRIMSCOTT STREAM SOURCE S52620 0635 IAUNCELLS STW ss 2598 0658 1 l b | IAUNCELLS STW SS 2598 0658 CONFLUENCE WITH RIVER STRAT s s 2295 0625 j i b j 1 1

I-27A NORTHCCTT STREAM * SOURCE s s 2230 1025 CONFLUENCE WITH DUNSMDUTH STREAM s s 2080 0680 1 LB 1 DUNSMDUTH STREAM CONFLUENCE s s 2080 0880 KORTHCOTT M3UTH s s 2025 0855 1 lb t 1 1 I-27A DUNSMOUTH STREAM SOURCE s s 2110 1050 ATLANTIC CARAVANS s s 2113 1001 1 18 1 ATLANTIC CARAVANS ss 2113 1001 CONFLUENCE WITH NORTHOOTT STREAM ss 2080 0880 1 IB 1 1 1

|CQASTAL-27A COQMBE VALLEY STREAM SOURCE s s 2600 1310 CONFLUENCE WITH KILK WATER s s 2365 1170 1 IB | KILK WATER CONFLUENCE ss 2365 1170 DUCKPOOL PUBLIC TOILETS ABSTRACTION ss 204 116 1 l b j DUCKPOOL PUBLIC TOILETS ABSTRACTION s s 204 116 DUCKPOOL s s 2010 1163 1 lb | 1I |I |COASTAL-27A WHITE OAK STREAM SOURCE s s 2050 1240 CLEAVE CAMP s s 2040 1230 1 IB | CLEAVE CAMP ss 2040 1230 CONFLUENCE WITH COOMBE VALLEY STREAM s s 2040 1170 I IB I I 1 | COASTAI/-27A HOLLY GROVE STREAM * SOURCE s s 2510 1492 CONFLUENCE WITH SHOP STREAM s s 2235 1310 1 IB | SHOP STREAM CONFLUENCE ss 2235 1310 CONFLUENCE WITH COQMBE VALLEY STREAM s s 2098 1165 1 l b | i i 1 1 |COASTAL-27A WOODFORD STREAM SOURCE ss 2145 1375 WOODFORD STW s s 2146 1344 1 IB | WOODFORD STW ss 2146 1344 CONLFUENCE WITH HOLLY GROVE STREAM s s 2145 1265 1 IB | 1 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* WOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

I 1 1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | j QUALITY j FROM (NGR) TO (NGR) j OBJECTIVE t 1 1

|COASTAL-2 7A SHOP STREAM SOURCESS 2350 1502 SHOP STW SS 2278 1466 1 IB | SHOP STW SS 2278 1466 CONLFUENCE WITH HOLLY GROVE STREAM SS 2235 1310 1 IB | 1 | | COASTAL-27A STIBB BROOK SOURCE SS 2240 1070 STIBB STW SS 2237 1089 1 IB 1 STIBB STW ss 2237 1089 CONFLUENCE WITH COOMBE VALLEY STREAM ss 2202 1150 1 IB 1 I j | COASTAL-27A KILK WATER SOURCE ss 2545 1155 KILKHAMPTON STW ss 2510 1160 1 IB | KILKHAMPTON STM ss 2510 1160 CONFLUENCE WITH COOMBE VALLEY STREAM ss 2365 1170 i IB i 1 I | COASTAL-27 A THE TIENA SOURCE ss 2240 1495 LUCKY HOLE ss 1960 1480 1 IB | 1 | |CQASTAL-27A MARSLAND WATER SOURCE ss 2642 1694 CONFLUENCE WITH WOOLLEY STREAM s s 2364 1716 I IB I WOOLLEY STREAM CONFLUENCE ss 2364 1716 MARSLAND MOUTH ss 2130 1748 j IB [ ]I I1 | CQASTAI/-2 7A GOOSEHAM STREAM SOURCE ss 2340 1545 GOOSEHAM S W s s 2376 9814 1 IB 1 GOOSEHAM STW ss 2376 9814 CONFLUENCE WITH MARSLAND WATER ss 2245 1725 1 IB j i j jCOASTAL-2 7A WOOLLEY STREAM SOURCE ss 2545 1650 WOOLLEY STW ss 2S30 1645 1 IB | WOOLLEY STW s s 2530 1645 CONFLUENCE WITH MARS LAND WATER ss 2364 1716 | IB i 1 1 Hartland Streams River Quality Objectives

NWC Class 1A NWC Class IB NWC Class 2 NWC Class 3 NWC Class 4 Not monrtwed NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY 1 FROM (NGR) TO (NGR) | OBJECTIVE | 1 1 jCOASTAL-2BA WELCOMBE STREAM SOURCE SS 2668 1824 WELCOME MOUTH SS 2135 1808 1 IB | | |COASTAL-2 8A SPEKE’S MILL STREAM SOURCE SS 2655 2095 SPEKE’S MILL mUTH SS 2250 2360 i IB | | | j HABTLAND-28A ABBEY RIVER SOURCE SS 3022 2337 HARTLAND S W SS 2533 2474 1 IB 1 HARTLAND STW SS 2533 2474 TIDAL LIMIT SS 2255 2567 1 IB 1 1 i (HARTLAND-28A HINEHARTON STREAM » SOURCE SS 2655 2465 CONFLUENCE WITH ABBEY RIVER SS 2650 2495 1 IB | t | |HARTLAND-28A MOUTH MILL STREAM * SOURCE SS 3080 2380 CONFLUENCE WITH CLOVELLY STREAM SS 2980 2640 1 IB | CLOVELLY STREAM CONFLUENCE SS 2980 2640 TIDAL LIMIT ss 2980 2655 1 IB | I | |HARTLAND-28A CLOVELLY STREAM SOURCE SS 3085 244S HIGH CLOVELLY STW ss 307 252 I IB | HIGH CLOVELLY STW SS 307 252 CONFLUENCE WITH MOUTH MILL STREAM ss 2980 2640 1 IB | I | )HARTLAND-28A PEPPERCOMBE STREAM * SOURCE ss 3830 2320 TIDAL LIMIT ss 3820 2430 i i b i i r |HARTLAND-28A GILSCOTT STREAM * SOURCE ss 3875 2370 CONFL WITH PEPPERCOMBE STREAM ss 3845 2380 1 IB |

1 1 Torridge Catchment River Quality Objectives

NMA South WeMVf t<*shw.»lor t'l.inmnq Ajxil 19&K\ NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

CATCHMENT RTVER RIVER LENGTH RIVER QUALITY FROM (NGR) TO (NGR) OBJECTIVE

(TORRIDGE-29B MERE SOURCE SS 4617 1447 COLEFORD BRIDGE SS S023 1326 1 LB « COLEFORD BRIDGE SS 5023 1326 MERTON U/S NDS BALL CLAY SS 5030 1325 1 2 t MERTON U/S NDS BALL CLAY SS 5030 1325 CONFLUENCE WITH RIVER TORRIDGE SS 5510 1299 i 2 «

|TORRIDGE-29B MERTON STREAM SOURCE SS 5295 1245 MERTON STW ss 5310 1230 1 10 1 MERTON STW SS 5310 1230 CONFLUENCE WITH RIVER MERE ss 5360 1230 | 2 *

|TORRIDGE-29B LITTLE MERE RIVER SOURCE ss 5452 0794 CONFLUENCE WITH RIVER HERE ss 5277 1132 | 2 • (MEETH STW ss 5460 0800)

|TORRIDGE-29B M30RMXLL STREAM SOURCE ss 5110 0990 PETROCKSTOWE STW ss 5120 1000 1 IB 1 PETROCKSTCWE S W ss 5120 1000 CONFL WITH LITTLE MERE RIVER ss 5259 1071 1 2 *

ITORRIEGE-29B DOLTON STREAM SOURCE ss 5955 1250 DOLTON STW ss 5740 1200 1 IB DOLTON STW ss 5740 1200 CONFLUENCE WITH RIVER TORRIDGE ss 5525 1160 1 LB

{TORRIDGE-29B IDDESLEIGH STREAM SOURCE ss 5960 0875 IDDESLEIGH STW ss 5700 0820 1 LB 1 IDDESLEIGH STW ss 5700 0820 CONFLUENCE WITH RIVER TORRIDGE ss 5540 0800 | 3 t

|TORRIDGE-29D OKEMENT CONFL OF CAST £ WEST OKEMENT RIVER SX 5878 9551 CONFLUENCE WITH RIVER TORRIDGE ss 5512 0720 1 l a

{TORRIDGE—29D HOLE BROOK SOURCE SX 6242 9826 EXBOURNE STW ss 6063 0200 1 l b « EXBOURNE STW ss 6063 0200 CONFLUENCE WITH RIVER OKEMENT ss 5752 0568 | IB 0

|TORRIDGE-29D CHAPPLE STREAM * SOURCE ss 6300 0850 CONFLUENCE WITH HOLE BROOK ss 5760 0575 1 IB I

(TORRIDGE—29D SECK BROOK SOURCE ss 6191 0910 WAGON WHEELS HOLIDAY PARK ss 6191 0910 1 l b # WAGON WHEELS HOLIDAY PARK ss 6191 0910 CONFLUENCE WITH CHAPPLE STREAM ss 6095 0810 1 l b * j TORRIDGE-29D BROADWOOD KELLY STREAM * SOURCE ss 6320 0470 CONFL WITH CLARKESTOWN STREAM ss 6122 0555 1 l b » CLARKESTOWN STR CONFLUENCE ss 6122 0555 CONFLUENCE WITH HOLE BROOK ss 5840 0555 1 IB 1

|TORRIDGE-29D CLARKESTOWN STREAM SOURCE ss 6340 0535 BROADWOOD KELLY STW ss 6163 0568 1 LB * BROADWOOD KELLY STW ss 6163 0568 CONFLUENCE WITH BROADWOOD KELLY STREAM ss 6122 0555 1 2 «

|TORRIDGE-29D NARRACOTT STREAM SOURCE SX 6305 9920 CONFLUENCE WITH SAMPFORD STREAM ss 6335 0110 1 IB # SAMPFORD STREAM CONFLUENCE ss 6335 0110 CONFLUENCE WITH HOLE BROOK ss 6030 0330 | IB *

|T0RRIDGE-29D SAMPFORD STREAM (TORRIDGE) SOURCE ss 6240 0100 CONFLUENCE WITH NARRAOOTT STREAM ss 6335 0110 [ IB « (SAMPFORD CHAPPLE STW ss 6250 0102) jTORRIDGE-290 BECKAMOOR BROOK SOURCE SX 5738 9794 FOLLYGATE STW SX 5724 9814 1 lb * POLLYGATE STW SX 5724 9814 CONFLUENCE WITH RIVER OKEMENT ss 5828 0358 1 lb « NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 jCATCHMENT RIVER RIVER LENGTH I RIVER | | QUALITY j FROM (NGR) TO (NGR) I OBJECTIVE | 1 1

1 I |TORRIDGE-29D JACOBSTOWE STREAM SOURCE SX 5825 9965 CONFLUENCE WITH RIVER OKEMENT SS S920 0160 1 IB | | | )TORRIDGE-29D BRIGHTLEY STREAM SOURCE SX 6099 9544 CONFLUENCE WITH RIVER OKEMENT SX 5970 9716 1 3 ft | t 1

|TORRIDGE—29D EAST OKEMENT RIVER SOURCE SX 6053 8814 CONFL WITH WEST OKEMENT RIVER s x 5878 9551 i i a j 1 (TORRIDGE—29D MOOR BROOK * SOURCE sx 5920 9100 OKEHAMPTON CAMP ABSTRACTION sx 588 916 1 1A I OKEHAMPION CAMP ABSTRACTION sx 588 916 CONFLUENCE WITH EAST OKEMENT RIVER sx 6070 9415 | LA j 1 | jTORRIDGE-29D BLACK-A-VEN * SOURCE sx 5920 8850 BLACK-A-VEN INTAKE sx 596 904 i i a | BLACK-A-VEN INTAKE sx 596 904 CONFLUENCE WITH EAST OKEMENT sx 6055 9220 i 1A 1 1 1

|TORRIDGE—29D WEST OKEMENT RIVER SOURCE sx 6031 8584 U/S KELDON RESERVOIR s s 5552 9062 1 1A | AT MELDON RESERVOIR sx 5629 9161 1 1A j D/S MELDON RESERVOIR sx 5629 9161 MELDON QUARRY ADIT sx 5649 9294 1 IA | MELDON QUARRY ADIT sx 5649 9294 CONFLUENCE WITH EAST OKEMENT RIVER sx 5878 9551 1 l a | I |TORRIDGE-29D FOWLEY STREAM * SOURCE sx 5555 9385 CONFLUENCE WITH WEST OKEMENT sx 5685 9355 i i a i 1 j 1 1 |TORRIDGE-29D MELDON STREAM * SOURCE sx 5753 9263 CONFLUENCE WITH WEST OKEMENT sx 5652 9305 1 3 1 1 1 1TORRIDGE-29D MELDON QUARRY STREAM * SOURCE sx 5765 9230 MELDON QUARRY ABSTRACTION sx 571 924 1 1A t MELDON QUARRY ABSTRACTION sx 571 924 CONFLUENCE WITH WEST OKEMENT RIVER sx 5640 9230 i LA 1 I i 1 1 |TORRIDGE-29D RED-A-VEN BROOK SOURCE sx 5847 8950 RED-A-VEN INTAKE sx Sfll 910 1 1A | RED-A-VEN INTAKE sx 581 910 CONFLUENCE WITH WEST OKEMENT sx 4640 9199 i LA j I I (TORRIDGE—29D HQMERTON HILL STREAM SOURCE sx 5640 9030 MELDON RESERVOIR sx 5630 9100 1 1A j 1 1 1 |TORRIDGE-29C LEW (TORRIDGE) SOURCE sx 4650 9755 CONFL WITH WHIDDON MOOR STREAM s s 4880 0010 1 IB | WHIDDON MOOR STREAM CONFL s s 4880 0010 U/S HATHERLEIGH BRIDGE s s 540 041 I IB | U/S HATHERLEIGH BRIDGE s s 540 041 D/S HATHERLEIGH BRIDGE s s 540 041 I IB 1 i D/S HATHERLEIGH BRIDGE s s 540 041 CONFLUENCE WITH RIVER TORRIDGE s s 5344 0598 1 IB j ■ < 1 1 1TORRIDGE-2 9C PULWORTHY BROOK SOURCE s s 4717 0377 HATHERLEIGH ABATTOIR TRADE EPF DISCH s s 5303 0474 i IB | HATHERLEIGH ABATTOIR TRADE EFF DISC SS 5303 0474 CONFLUENCE WITH RIVER LEW s s 5319 0505 j IB j i i 1 1 JTORRIDGE-29C MEDLAND BROOK SOURCE sx 5647 9547 CONFLUENCE WITH RIVER LEW s s 5389 0212 1 IB 1 i | I 1 |TORRIDGE-29C H00KM30R BROOK SOURCE sx 5509 9354 CONFLUENCE WITH RIVER LEW s s 5272 0227 t IB | 1 1 |TORRIDGE-29C WAGAFORD WATER SOURCE s s 4463 0056 THE GABLES FISH FARM s s 4550 0110 1 IB 1 NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED t RQO INCONSISTENCY : UNDER REVIEW

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER 1 QUALITY PROM (NGR) TO (NGR) j OBJECTIVE 1

THE GABLES PISH PARM SS 4550 0110 CONFLUENCE WITH RIVER LEW SS5107 0089 1 10 | |TORRIDGE-29C NORTHLEW STREAM SOURCE SX 5083 9434 CONFLUENCE WITH BOLLAND STREAM SX 5080 9910 1 1B BOLLAND STREAM CONFLUENCE SX 5080 9910 CONFLUENCE WITH RIVER LEW SS SO 66 0037 | IB J | I ITORRIDGE-29C BOLLARD STREAM SOURCE s x 5030 9850 NORTHLEW STW SX 5041 9897 1 18 * 1 NORTHLEW STW s x 5041 9897 CONFLUENCE WITH NORTHLEW STREAM s x 5080 9910 i 3 # 1 > i i j TORRIDGE—29C > STONEY STREAM SOURCE SX 4965 9710 CONFLUENCE WITH NORTHLEW STREAM s x 5061 9701 1 LB (COOMBE STREAM) 1 I |TORRIDGE—29C > WHIDDON MOOR STREAM SOURCE SX 4460 9955 HALWILL JUNCTION STW s x 4470 9960 1 10 • 1 HAUTILL JUNCTION STW s x 4470 9960 OONFLUENCE WITH RIVER LEW s s 4880 0010 1 2 • 1 1

ITORRIDGE-29C MUSSEL BROOK SOURCE s s 4560 1305 OONFLUENCE WITH RIVER TORRIDGE s s 4788 0646 1 18 1 (TORRIDGE-29C HIGHAMPTON STREAM SOURCE s s 4840 0440 HIGHAMPTON STW s s 4837 0401 1 18 HIGHAMPTON STW s s 4837 0401 CONFLUENCE WITH RIVER TORRIDGE s s 4750 0615 j IB I 1 jTORRIDGE-29C' WHITTLE IGH WATER SOURCE s s 4148 0165 CONFLUENCE WITH RIVER TORRIDGE s s 4387 0648 j IB 1

jTORRIDGE—29C1 WALCONSOURCE s s 3003 1623 BRADWORTHY s s 3250 1330 1 18 BRADWORTHY s s 3250 1330 BRADWORTHY s s 3270 1330 1 LB BRADWORTHY s s 3270 1330 BRADWORTHY STW s s 3270 1360 | IB BRADWORTHY STW s s 3270 1360 CONFLUENCE WITH RIVER TORRIDGE s s 4255 0797 1 l b i 1 j TORRIDGE— 29C COOKBURY STREAM SOURCE s s 3632 0712 OONFLUENCE WITH THORNBURY STREAM s s 4090 0770 1 LB THORNBURY STREAM CONFLUENCE s s 4090 0770 CONFLUENCE WITH RIVER WALDON ss 4132 0817 1 LB 1 1 |TORRIDGE-29C THORNBURY STREAM SOURCE s s 4000 0622 THORNBURY STW ss 4020 0820 1 LB * 1 THORNBURY STW s s 4020 0820 CONFLUENCE WITH COOKBURY STREAM ss 4090 0770 1 3 « 1 1 |TORRIDGE-29C FISHPOOL LAKE * SOURCE s s 3780 1245 CONFLUENCE WITH DOWNS VIEW STR ss 3868 1115 i LB DOWNS VIEW STR CONFLUENCE s s 3868 1115 CONFLUENCE WITH RIVER WALDON ss 3872 1002 1 LB 1 )TORRIDGE-29Ci DOWNS VIEW STREAM SOURCE s s 3790 1110 CONFLUENCE WITH PISHPOOL LAKE ss 3868 1115 | 3 t 1 (MILTON DAMEREL STW s s 3700 1120) 1 i | 1 1 |TORRIDGE-29C HOLSWOKTHY STREAM SOURCE s s 3605 0815 HOLSWORTHY BEACON STW ss 3600 0815 1 LB * 1 HOLSWORTHY BEACON STW s s 3600 0815 CONFLUENCE WITH RIVER WALDON ss 3745 1035 i 3 * 1 1i } TORRIDGE-29C BRADWORTHY STREAM * SOURCE s s 3318 1630 CONFLUENCE WITH RIVER WALDON ss 3302 1325 1 LB 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

|TORRIDGE-29C , COMBE LAKE * SOURCE SS 4340 1485 CONFLUENCE WITH STIBB CROSS STR SS 4270 1250 1 IB STIBB CROSS STR CONFLUENCE SS 4270 1250 CONFLUENCE WITH RIVER TORRIDGE SS 4170 1040 1 IB l [TORRIDGE-29C STIB8 CROSS STREAM SOURCE SS 4235 1470 STIBB CROSS STW s s 4265 1450 1 IB * 1 STIBB CROSS STW SS 4265 1450 CONFLUENCE WITH COMBE LAKE s s 4270 1250 | 2 • | J i 1 1TORRIDGE—29C SHEBBEAR STREAM * SOURCE SS 4470 1040 CONFLUENCE WITH HIGHFIELD STREAM s s 4330 0930 1 IB HIGHFIELD STREAM CONFLUENCE SS 4330 0930 CONFLUENCE WITH RIVER TORRIDGE s s 4245 0910 1 IB f j TORRIDGE-29C ' HIGHFIELD STREAM * SOURCE SS 4425 0895 CONFLUENCE WITH SHEBBEAR STREAM s s 4330 0930 1 LB * 1 I 1TORRIDGE—29C DIPPLE WATER SOURCE SS 3617 2101 CONFLUENCE WITH CRANFORD WATER s s 3S03 1860 1 IB CRANFORD WATER CONFLUENCE SS 3503 1860 CONFLUENCE WITH RIVER TORRIDGE s s 3513 1735 i IB I j TORRIDGE—29C CRANFORD WATER SOURCE SS 3361 2326 WOOLPARDISWORTHY STW s s 3405 2094 1 IB WOOLPARDISWORTHY STW SS 3405 2094 CONFLUENCE WITH DIPFLE WATER s s 3503 1860 1 IB j JTORRIDGE-29C ALffiNSTONE STREAM * SOURCE SS 3485 2045 CONFLUENCE WITH CRANFORD WATER s s 3422 2022 1 IB 1 |TORRIDGE—29C CLIFFORD WATER SOURCE SS 3145 2332 U/S BURNSTONE LAKE s s 312 228 1 IB AT BURNSTONE LAKE ss 312 228 i IB D/S BURNSTONE LAKE s s 312 228 CONFLUENCE WITH RIVER TORRIDGE s s 3040 183S 1 18 i I |TORRIDGE-29C SECKINQTON WATER SOURCE ss 2905 2239 CONFLUENCE WITH CLIFFORD WATER s s ‘2992 1989 1 IB 1 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED t> RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 (CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1 jTORRIDGE TORRIDGE SOURCE SS 2732 1700 TIDAL LIMIT SS 4683 2188 1 18 I-29B I I-29C 1 1 1 |TORRIDGE-29A CLEVELANDS PARK STREAM * SOURCE SS 4480 2850 TIDAL LIMIT SS 4560 2850 | 3 1 |TORRIDGE-29A , KENWITH STREAM SOURCE ss 4140 2605 CONFLUENCE WTIH ABBOTSHAM STREAM SS 4285 2725 1 LB 1 1 ABBOTSHAM STREAM CONFLUENCE ss 4285 2725 TIDAL LIMIT SS 4550 2690 1 2 1 1 1 |TORRIDGE-29A ABBOfTSHAM STREAM SOURCE ss 4240 2590 ABBOTSHAM STW ss 4270 2670 t 10 ft 1 ABBOTSHAM STW ss 4270 2670 CONFLUENCE WITH KENWITH STREAM ss 4285 2730 1 2 » 1 1 |TORRIDGE-29A HOHWDOD STREAM * SOURCE ss 5150 2780 TIDAL LIMIT ss 4595 2695 1 IB 1 |TORRIDGE-2 9A GAMMATON STREAM AT UPPER GAMMATON RESERVOIR ss 4850 2495 1 IB AT LOWER GAMMATON RESERVOIR ss 4830 2530 I IB D/S LOWER GAMMATON RESERVOIR ss 4830 2530 CONFLUENCE WITH HOKHOOD STREAM ss 4680 2720 1 IB i I (TORRIDGE—29A SILPORD STREAM SOURCE ss 4340 2830 BUCKLEIGH FIELD STW ss 4387 2821 1 IB * 1 BUCKLEIGH FIELD STW ss 4387 28 21 CONFLUENCE WITH KENWITH STREAM ss 4510 2730 1 2 * 1 1 |TORRIDGE-2 9A JENNETT’S STREAM SOURCE ss 4169 2543 U/S JENNETTS RESERVOIR ss 439 245 1 IB AT JENNETTS RESERVOIR ss 443 247 1 IB D/S JENNETTS RESERVOIR ss 443 247 TIDAL LIMIT ss 4530 2520 1 lb 1 V JTORRIDGE-29A ! YEO(BIDEFORD) SOURCE ss 3513 2182 CONFLUENCE WITH MELBURY STREAM ss 3945 2210 1 LA MELBURY STREAM CONFLUENCE ss 3945 2210 RIVER YEO INTAKE ss 447 228 1 1A RIVER YEO INTAKE ss 447 228 TIDAL LIMIT ss 4546 2355 1 la 1 1 j TORRIDGE-29A ' DUNTZ SOURCE ss 4287 1525 CONFLUENCE WITH BUCKI/lND BREWER STREAM ss 4355 2025 1 LA I i BUCKLAND BREWER STREAM CONFLUENCE ss 4345 2045 CONFLUENCE WITH RIVER YEO ss 4391 2249 1 la i 1 |TORRIDGE-29A BUCKLAND BREWER STREAM SOURCE ss 4170 2080 BUCKLAND BREWER STW ss 4190 2032 1 IB ft t I 1 BUCKLAND BREWER STW ss 4190 2032 CONFLUENCE WITH RIVER DUNTZ ss 4355 2025 | 2 ft 1 1 I 1TORRIDGE-29A LYDE1AND WATER SOURCE ss 3749 1803 CONFLUENCE WITH RIVER DUNTZ ss 4291 1849 1 LB ft t I 1 |TORRIDGE-29A , LITTLEHAM STREAM SOURCE ss 4370 2325 LITTLEHAM STW ss 4353 2310 1 10 * i LITTLEHAM STW ss 4353 2310 CONFLUENCE WITH RIVER YEO ss 4325 2270 | 2 ft i i 1 (TORRIDGE—29A 1 FORD STREAM (TORRIDGE) SOURCE ss 4110 2545 FORD fc FAIRY CROSS STW ss 4109 2451 1 IB # i FORD & FAIRY CROSS STW ss 4109 2451 CONFLUENCE WITH RIVER YEO ss 4215 2345 1 IB ft i 1 1 (TORRIDGE-29A HORN'S CROSS STREAM SOURCE ss 3870 2325 HORN'S CROSS STW ss 3881 2321 | IB ft i NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED « RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENTRIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

KORN'S CROSS STW SS 3881 2321 CONFLUENCE WITH RIVER YEO SS 4020 2248 1 2 t I 1 jTORRIDGE—29A MELBURY STREAM SOURCE SS 3774 2005 U/S MELBURY RESERVOIR SS 3835 2000 1 10 * 1 AT MELBURY RESERVOIR SS 3832 2002 i 18 • 1 D/S MELBURY RESERVOIR SS 3871 2010 PARKHAM STW SS 3937 2144 1 IB * 1 PARKHAM STW SS 3937 2144 OONFLUENCE WITH RIVER YEO SS 3944 2215 1 IB • | 1

|TORRIDGE—29A SALTRENS STREAM SOURCE SS 4560 2115 SALTRENS STW s s 4580 2170 1 IB SALTRENS STW SS 4580 2170 CONFLUENCE WITH RIVER TORRIDGE s s 4640 2250 1 IB 1 |TORRIDGE-29A HUNTSHAW WATER SOURCE s s 5294 2246 CONFLUENCE WITH RIVER TORRIDGE s s 4780 2145 1 IB 1 jTORRIDGE-29B MONKLEIGH STREAM SOURCE ss 4540 2055 MONKLEIGH STW s s 4580 2050 | IB * t MONKLEIGH STW ss 4580 2050 CONFLUENCE WITH RIVER TORRIDGE s s 4725 2045 1 2 1 | I [TORRIDGE-29B’ COMMON LAKE SOURCE ss 5170 2128 U/S DARRACCTT RESERVOIR s s 5125 2120 1 IB AT DARRACOTT RESERVOIR ss 5111 2111 i IB D/S DARRAOOTT RESERVOIR ss 5111 2111 CONFLUENCE WITH RIVER TORRIDGE s s 4787 1977 1 IB 1 j TORRIDGE-29B LANGTREE LAKE SOURCE s s 4420 1508 CONFLUENCE WITH RIVER TORRIDGE ss 4810 1950 1 IB | TORRIDGE-29B PEAGHAM STREAM SOURCE s s 5295 2060 DEEP MOOR TIP s s 5205 1995 1 IB 1 DEEP MOOR TIP ss 5205 1995 CONFLUENCE WITH RIVER TORRIDGE s s 4998 1832 1 10 I I TORRIDGE—2 9B ‘ FRTIHELSTOCK STREAM * SOURCE s s 4520 1860 CONFLUENCE WITH LANGTREE LAKE s s 4660 1735 | IB ' ) 1 I i 0 1 : TORRICGE-29B• ) LITTLE TORRINGTON STREAM SOURCE ss 4930 1680 CONFLUENCE WITH RIVER TORRIDGE ss 4960 1635 1 2 • | (LITTLE TORRINGTON STW 's s 4930 1600) 1 1

|TORRIEGE-29B WDOLLEIGH BROOK SOURCE ss 6025 1705 ROBOROUGH STW s s 5760 1700 ( IB | i ROBOROUGH STW ss 5760 1700 CONFLUENCE WITH RIVER TORRIDGE s s 5180 1686 1 IB l SOURCE 5305 2140 'IT0RRIDGE-29B i DODSCOTT BROOK * s s CONFLUENCE WITH ST. GILES STREAM s s 5425 1840 1 IB ST. GILES STREAM CONFLUENCE ss 5425 1840 CONFLUENCE WITH WOOLLEIGH BROOK s s 5445 1806 1 10 1 |TORRIDGE-29B, KINGSCOTT STREAM SOURCE s s 5380 1810 KINGSCOTT STW ss 5400 1800 | IB • 1 KINGSCOTT STW ss 5400 1800 CONFLUENCE WITH DODSCOTT BROOK s s 5425 1780 1 3 * 1 ■ 1 jTORRIDGE-29B ST. GILES STREAM SOURCE s s 5380 2000 ST. GILES IN WOOD STW s s 5360 1880 1 10 ST. GILES IN WOOD STW ss 5360 1880 CONFLUENCE WITH DODSCOTT BROOK s s 5425 1840 i ib 1 |TORRIDGE-29B BEAFORD BROOK SOURCE s s 5785 1SOO BEAFORD STW s s 5530 1510 t IB BEAFORD STW s s 5530 1510 CONFLUENCE WITH WOOLLEIGH BROOK s s 5510 1670 | IB 1 Taw Catchment River Quality Objectives

NRA Soiitti W*at\F iej>hwaler Planning‘April 1983 NRA-SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED * RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER | 1 | QUALITY j FROM (NGR) TO (NGR) j OBJECTIVE j 1 1

|TAW-30C TAW SOURCE SX 6092 8595 TAW MARSH SX 619 914 1 IB | j -30B TAW MARSH SX 619 914 TAW MARSH SX 619 915 1 IB i TAW MARSH SX 619 915 BELSTONE/S.TAWTON STW SX 647 948 1 IB | BELSTONE/S.TAWTON STW SX 647 948 NORTH TAWTON SS 657 015 1 IB | NORTH TAWTON SS 657 015 NORTH TAWTON SS 657 016 1 IB | NORTH TAWTON SS 657 016 ABBOT'S MARCH SS 644 197 1 IB | ABBOT'S MARCH SS 644 197 NEWBRIDGE INTAKE SS 582 261 1 LB | NEWBRIDGE INTAKE SS 582 261 TIDAL LIMIT SS 5640 2909 1 IB | i 1

|TAW-30A CAEN SOURCE SS 5428 4349 CONFLUENCE WITH BRADWELL STREAM SS 4952 3995 1 IB | BRAEWELL STREAM CONFLUENCE SS 4952 3995 TIDAL LIMIT SS 4855 3571 1 IB | 1 I |TAW-30A KNOWL WATER SOURCE SS 5358 4050 CONFLUENCE WITH MARWOOD STREAM SS 5340 3745 1 IB | MARWOOD STREAM CONFLUENCE SS 5340 3745 TIDAL LIMIT SS4868 3570 1 IB j 1 1 |TAW-30A MARWOOD STREAM SOURCE SS 55203730MARWOOD STW SS 5371 3765 1 IB | MARWOOD STW SS 5371 3765 CONFLUENCE WITH KNOWLE WATER SS 5340 3745 t IB I 1 1 | TAW-30A WINSHAM BROOK * SOURCE SS 5125 3885 CONFLUENCE WITH RIVER CAEN SS 4925 3845 1 IB | i t |TAW-30A BRADWELL STREAM * SOURCE SS 5170 4399 CONFLUENCE WITH WEST DOWN STREAM SS 5060 4225 '1 IB | WEST DOWN STREAM CONFLUENCE SS 5060 4225 CONFLUENCE WITH RIVER CAEN SS 4952 3995 1 IB i ■ | [TAW-30A WEST DOWN STREAM SOURCE SS 5125 4260 WEST DOWN STW SS 5115 4229 i IB • | WEST DOWN STW SS 5115 4229 CONFLUENCE WITH BRADWELL STREAM SS 5060 4225 1 3 | | I i 1 1 | TAW-30A BRADIFORD WATER SOURCE SS 5584 4370 PLAISTOW MILL PISH FARM SS 5669 3774 1 IB | PLAI STOW MILL FISH FARM SS 56693774 TIDAL LIMIT SS5375 3393 1 IB i 1 1

|TAW-30H YEO(BARNSTAPLE)SOURCE SS 6101 4382 CONFLUENCE WITH RYE STREAM SS 6110 3655 1 1A | RYE STREAM CONFLUENCE SS 6110 3655 LOXHORE INTAKE SS 609 366 1 LA ( LOXHORE INTAKE SS 609 366 SNAPPER WEIR SS 592 344 1 1A | SNAPPER WEIR SS 592 344 RALEIGH WEIR SS 565 340 1 1A | RALEIGH WEIR SS 565 340 TIDAL LIMIT SS 5658 3397 I 1A i i i 1 1 | TAW-30H CHELFHAM STREAM SOURCE SS 6635 3625 BRAXTON FLEMING STW SS 6360 3700 1 IB | BRATTON FLEMING STW SS 6360 3700 CONFLUENCE WITH RIVER YEO SS 6080 3565 1 IB | i t 1 1 |TAJ*-30H HAKE FORD STREAM SOURCE SS 6605 3475 CONFLUENCE WITH STOKE RIVERS STREAM SS 6190 3490 1 IB | STOKE RIVERS STREAM CONFLUENCE SS 6190 3490 CONFLUENCE WITH CHELFHAM STREAM SS 6135 3550 1 IB | I i 1 1 (TAW-30H STOKE RIVERS STREAM SOURCE SS 6320 3545 STOKE RIVERS STW SS6303 3533 i IB | STOKE RIVERS STW SS 6303 3533 CONFLUENCE WITH HAKEFORD STREAM SS 6190 3490 1 IB j 1 1 NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED It RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY 1 FROM (NGR) TO (NGR) | OBJECTIVE j 1 1

|TAW-3OH RYE STREAM SOURCE SS 6597 4279 U/S WISTLANDPOUND RESERVOIR SS 6485 4210 I LA | AT WISTIANDPOUND RESERVOIR SS 6435 4150 I l a j D/S WISTLANDPOUND RESERVOIR SS 6435 4150 BRATTON FLEMING WTW SS 6415 3870 1 LA | BRATTON FLEMING WTW ss 6415 3870 CONFLUENCE WITH RTVER YEO SS 6098 3653 1 la | 1l 1 |TAW-30H SOUTHCOTT STREAM SOURCE ss 6560 3850 BRATTON FLEMING WTW SS 6415 3860 1 1A | BRATTON FLEMING WIW ss 6415 3860 CONFLUENCE WITH RYE STREAM SS 6385 3882 1 1A i KENTISBURY BROOK SOURCE ss 6090 4445 CONFLUENCE WITH RIVER YEO ss 6060 4210 1 IB * 1 1 1

| TAW-30A GOODLEIGH STREAM SOURCE ss 6235 3360 GOODLEIGH STW ss 5984 3395 1 IB | (CONEY GOT) GOODLEIGH STW ss 5984 3395 CONFLUENCE WITH RIVER TAW ss 5620 3250 1 IB i

(TAW-30A VENN SOURCE SS 6334 3340 RIVERTON FISHERIES ss 6368 3005 1 IB | RIVERTON FISHERIES SS,6368 3005 LANDKEY NEWLAND ss 598 310 | IB j LANDKEY NEWLAND SS 598 310 CONFLUENCE WITH RIVER TAW ss 5664 3022 1 IB | « i I I (TAW-30A NEWLAND PARK STREAM * SOURCE SS 5975 3050 CONFLUENCE WITH RIVER VENN ss S980 3100 1 IB | 1 1 i 1 1 (TAW-30A YEOLAND STREAM (TAW) * SOURCE SSit6330 3050 YEOLAND HOUSE ABSTRACTION ss 632 305 1 IB | i YEOLAND HOUSE ABSTRACTION SS 632 305 CONFLUENCE WITH RIVER VENN ss 6300 3010 1 lb | 1 1

|TAW-3OB LANGHAM LAKE SOURCE SS 5990 1764 HIGH BICKINGTON STW ss 5940 2020 1 IB | HIGH BICKINGTON STW SS 5940 2020 CONFLUENCE WITH RIVER TAW ss 5812 2640 i LB j 1 I jTAW-3OB HARRACOTT STREAM * SOURCE SS 5230 2770 CONFL WITH NEWTON TRACEY STREAM ss 5525 2630 t IB 1 i NEWTON TRACEY STREAM CONFL SS 5525 2630 CONFLUENCE WITH LANGHAM LAKE ss 5655 2580 1 IB I n i 1 JTAW-30B NEWTON TRACEY STREAM SOURCE SS 5130 2485 STONEY CROSS STW ss 5143 2571 1 IB * | STONEY CROSS STW ss 5143 2571 CONFLUENCE WITH HARRACOTT STREAM ss 5525 2630 1 2 # ( I 1 jTAW-3OB LOVACOTT STREAM SOURCE ss 5225 2710 LOVACOTT STW ss 5230 2720 1 IB * | LOVACOTT STW ss 5230 2720 CONFLUENCE WITH NEWTON TRACEY STREAM ss 5255 2655 1 3 M 1 1 NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED * RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

ITAW-30B CHANTRY STREAM SOURCE SS 5908 2275 ATHERINGTON STW SS 5938 2314 1 IB ft 1 ATHERIWGTON STW SS 5938 2314 CONFLUENCE WITH RIVER TAW SS 5935 2525 j 3 • 1 1 |TAW-30B HAWKRIDGE BROOK SOURCE SS 6464 2856 CONFLUENCE WITH CHITTUMAMPTON STREAM 1 IB CHITTLEHAMPTON STREAM CONFLUENCE ss 6140 2555 CONFLUENCE WITH RIVER TAW SS 5908 2552 1 18 I |TAW-3OB CTITTLEHAMPTON STREAM SOURCE SS 6520 2535 CHITTLEHAMPTON S W SS 6352 2520 1 18 CHITTLEHAMPTON STW SS 6352 2520 CONFLUENCE WITH HAWKRIDGE BROOK SS 6140 2555 1 IB < |TAW-30B CLAYTOWN STREAK * SOURCESS 6495 2230 CONFLUENCE WITH CHITTLEHAMHOLT STREAM SS 6355 2145 i ib • | CHITTLEHAMHOLT STREAM CONFLUENCE SS 6355 2145 CONFLUENCE WITH RIVER TAW SS 6303 2150 | 3 ♦ 1 1 | TAW-308 CHITTLEHAMHOLT STREAM SOURCE SS 6475 2110 CHITTLEHAMHOLT STW SS 6480 2110 1 IB • 1 CHITTLEHAMHOLT STW SS 6480 2110 CONFLUENCE WITH CLAYTOWN STREAM SS 6355 2145 j 3 # 1 1

JTAW-30F MOLE SOURCESS 7814 3310 EXMOOR TROUT FARM SS 7430 2990 1 IB ft 1 EXMOOR TROUT FARM SS 7430 2990 NORTH MOLTON SS 7435 2984 i IB * 1 NORTH MOLTON SS 7435 2904 PARKHOUSE SS 7206 2649 1 1A ft 1 PARKHOUSESS 7206 2649 GRILSTONE SS 729 244 1 1B ft | GRILSTONE SS 729 244 GRILSTONE SS 732 243 1 IB « 1 GRILSTONE SS 732 243 CONFLUENCE WITH RIVER TAW SS 6604 1731 1 18 ft 1 1 |TAW-30F CATHAM LAKE * SOURCESS 6995 1695 CONFLUENCE WITH KING'S NYMPTON STREAM SS 6770 1855 1 IB KING'S NYMPTON STREAM CONFLUENCE SS 6770 1855 CONFLUENCE WITH RIVER MOLE SS 6655 1845 1 IB 1I |TAW-30F , KING'S NYMPTON STREAM SOURCESS 6945 1895 KING'S NYMPTON (SOUTH) STW SS 6848 1900 1 1B » 1 (TONGUE LAKE) KING'S NYMPTON (SOUTH) STW SS 6848 1900 CONFLUENCE WITH CATHAM LAKE SS 6770 1855 1 2 • 1 1 JTAW-30G , BRAY SOURCESS 70464289 LEEHAMFORD INTAKE SS 677 399 1 1A LEEHAMFORD INTAKE SS 677 399 BRAYFORDSS 688 348 1 1A BRAYFORD SS 688 348 BRAYFORDSS 688 347 j 1A BRAYFORD SS 688 347 SHALLCWFORD SS 682 287 1 1A SHALLOWFORDSS 682 287 SHALLCWFORD SS 682 286 1 1A SHALLOWFORDSS 682 286 CONFLUENCE WITH NADRID WATER SS 6752 2396 1 1A NADRID WATER CONFLUENCE SS 6752 2396 CONFLUENCE WITH RIVER MOLE SS 6754 2292 1 1A I {TAW-30G NADRID WATER SOURCE SS7082 2910 CONFLUENCE WITH TOWNHOUSE STREAM SS 6900 2550 t IB ft 1 TOWNHOUSE STREAM CONFLUENCE SS 6900 2550 CONFLUENCE WITH RIVER BRAY SS 6752 2396 1 LB ft I - i 1 |TAW-30G TOWNHOUSE STREAM SOURCE SS6870 2625 CONFLUENCE WITH NADRID WATER SS 6900 2550 I 18 * 1 (CONTI PRODUCTS TRADE EFFLUENT DISCHARGE SS 6864 2574) 1 18 ft 1 ■ 1 (TAW-30G HOLEHATER (MOLLAND) SOURCESS 7186 3888 CONFLUENCE WITH RIVER BRAY SS 6934 3230 1 1A 1 NRA—SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 jCATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) I oBJEcrr 1

| TAW-3 OG FILLEIGH STREAM SOURCE SS 6630 3180 WEST BUCKLAND STW SS 6590 3110 1 IB WEST BUCKLAND STW ss 6590 3110 CONFLUENCE WITH RIVER BRAY SS 6740 2730 1 2 1 |TAW-30G BROCKENBARR0W STREAM SOURCE ss 66 30 4275 BROCKENBARROW INTAKE ss 6629 4175 1 1A BROCKENBARROW INTAKE ss 6629 4175 CONFLUENCE WITH RIVER BRAY ss 6775 3995 1 l a [ [TAW-30F ' GEORGE NYMPTON STREAM SOURCE ss 7130 2375 GEORGE NYMPTON STW ss 7010 2280 1 IB GEORGE NYMPTON STW ss 7010 2280 CONFLUENCE WITH RIVER MOLE ss 6970 2270 1 IB 1 |TAW-30F LITTLE SILVER STREAM SOURCE ss 8188 2140 CONFLUENCE WITH PARSONAGE LAKE ss 7585 2050 1 IB PARSONAGE LAKE CONFLUENCE ss 7585 2050 CONFLUENCE WITH RIVER MOLE ss 7236 2214 1 lb ' 1 |TAW-30F ODAM STREAM * SOURCE ss 7270 1880 CONFLUENCE WITH ROMANSLEIGH STREAM ss 7322 1990 1 LB ROMANSLEIGH STREAM CONFLUENCE ss 7322 1990 CONFLUENCE WITH LITTLE SILVER STREAM ss 7415 2065 1 IB i (TAW-30F ROMANS LEIGH STREAM SOURCE ss 7265 2015 ROMANSLEIGH STW ss 7279 2039 i ib ROMANSLEIGH STW ss 7279 2039 CONFLUENCE WITH ODAM STREAM ss 7322 1990 1 3 1 (TAW-307 PARSONAGE LAKE * SOURCE ss 7795 1955 CONFLUENCE WITH KITCOTT LAKE ss 7595 2040 1 IB KITCOTT LAKE CONFLUENCE ss 7595 2040 CONFL WITH LITTLE SILVER STREAM ss 7590 2045 I IB l 1 |TAW-3OF KITCOTT LAKE SOURCE ss 7480 1895 MESHAW STW ss 7571 1961 1 IB MESHAW STW ss 7571 1961 CONFLUENCE WITH PARSONAGE LAKE ss 7595 2040 1 LB l

|TAW-30F CROOKED OAK SOURCE ss 8574 2398 BISHOP' S NYMPTON STW ss 7590 2320 1 lb BISHOP'S NYMPTON STW ss 7590 2320 CONFLUENCE WITH RIVER MOLE ss 7230 2228 1 LB i 1 1 |TAW-30F AVERCQMBE STREAM * SOURCE ss 7670 2410 CONFL WITH RIVER CROOKED OAK ss 7660 2310 1 IB 1 |TAW-307 YEO(HOLLAND) SOURCE ss 8778 2822 WEST ANSTEY (MILL) STW ss 8417 2638 1 LB WEST ANSTEY (MILL) STW ss 8417 2638 GRILSTONE ss 732 246 1 IB GRILSTONE ss 732 246 CONFLUENCE WITH RIVER MOLE ss 7312 2436 1 IB 1 JTAW-30F SHEEPWASH STREAM SOURCE ss 8090 3154 CONFLUENCE WITH RIVER YEO ss 7896 2652 1 1A 1 |TAW-3OF HOLLAND STREAM * SOURCE ss 8025 2975 CONFLUENCE WITH BOWCHURCH STREAM ss 8060 2820 1 IB BCWCHURCH STREAM CONFLUENCE ss 8060 2820 CONFLUENCE WITH RIVER YEO ss 8010 26S5 1 IB I 1 (TAW-30F BC7WCHURCH STREAM SOURCE ss 8050 2905 MOLLAND (EAST) STW ss 8062 2841 1 IB MOLLAND (EAST) STW ss 8062 2841 CONFLUENCE WITH MOLLAND STREAM ss 8060 2820 t IB ■ 1 (TAW-30F EAST ANSTEY STREAM * SOURCE ss 8695 2640 CONFLUENCE WITH RIVER YEO ss 8460 2630 | IB 1 |TAW-30F HOLYWELL STREAM (TAW) * SOURCE ss 7680 3185 U/S HOLYWELL RESERVOIR ss 762 308 t IB AT HOLYWELL RESERVOIR ss 762 308 1 IB D/S HOLYWELL RESERVOIR ss 762 308 CONFLUENCE WITH RIVER MOLE ss 7455 2950 1 IB NRA-SOUTH WEST REGION ~ RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

! 1 jTAW-30P NORTH RADWORTHY STR SOURCE SS 7628 3538 NORTH RADWORTHY OUTLET SS 7465 3363 1 lA | NORTH RADWORTHY OUTLET SS 7465 3363 CONFLUENCE WITH RIVER MOLE SS 7448 3326 1 LA I 1 1

|TAW-30B KULLY BROOK SOURCE SS 6030 1270 CONFLUENCE WITH RIDDLECOMBE STREAM ss 6095 1340 1 IB | RIDDLECOMBE STREAM CONFLUENCE SS 6095 1340 CONFLUENCE WITH RIVER TAW ss 6614 1592 1 IB 1 i i |TAW-30B BURRINGTON STREAM SOURCE SS 6230 1790 BURRINGTON S W s s 6351 1670 1 IB ) BURRINGTON STW ss 6351 1670 CONFLUENCE WITH MULLY BROOK ss 6390 1535 1 IB | I | }TAW-30B RIDDLECOMBE STREAM SOURCE SS 5960 1340 RIDDLE COMBE S W ss 6080 1380 1 IB ( RIDDLECOMBE STW ss 6080 1380 CONFLUENCE WITH MULLY BROOK ss 6095 1340 1 IB | 1 | |TAW-30B ASHREIGNEY STREAM SOURCE SS 6295 1315 ASHREIGNEY S W ss 6208 1383 1 IB | ) ASHREIGNEY S W SS 6208 1383 CONFLUENCE WITH MULLY BROOK s s 6210 1375 1 IB | .) I I jTAW-3OE LITTLE DART RIVER SOURCE SS 3542 2076 RACKENFORD S W ss 8500 1780 1 IB | RACXENFORD S W ss 8500 L780 CHELDON s s 725 L30 1 IB i CHELDON ss 725 130 CHELDON ss 725 129 | IB | CHELDON ss 725 129 CONFLUENCE WITH RIVER TAW s s 6648 1340 1 IB j i | |TAW-30E HUNTACOTT WATER SOURCE s s 7715 1899 CONFLUENCE WITH LITTLE DART RIVER ss 6948 1368 i IB | | n [TAW-30E CHAWLEIGH STREAM * SOURCE ss 7210 1200 CHAWLEIGH S W ss 7172 1278 1 IB | ' CHAWLEIGH S W ss 7172 1278 CONFLUENCE WITH LITTLE DART RIVER ss 7200 1305 1 IB | i /) 1 t \ |TAW-30E ADWORTHY BROOK * SOURCE , ss 7922 1928 CONFLUENCE WITH LITTLE DART RIVER ss 7810 1375 1 IB | | |TAS#-30E WITHERIDGE STREAM SOURCE ss 8020 1440 CONFLUENCE WITH LITTLE DART RIVER s s 7940 1475 1 IB | 1 1 |TAW-30E STURCOMBE RIVER SOURCE ss 8563 2210 KNOWSTONE (EAST) S W s s 8350 2220 1 IB | KNOWSTONE (EAST) SW ss 8350 2220 CONFLUENCE WITH LITTLE DART RIVER ss 8128 1591 1 IB | 1 1 |TA»-30E BULWORTHY STREAM * SOURCE 1 ss 8730 1815 CONFLUENCE WITH LITTLE DART RIVER s s 8535 1800 1 IB | > 1 1

|TAW-30B HOLLOCOMBE WATER SOURCE ss 6032 0924 HOLLOCOMBE S W ss 6350 1110 I LA | F HOLLOCOMBE S W s s 6350 1110 CONFLUENCE WITH RIVER TAW ss 6622 1346 1 1A t 1 1 jTAW-3OB LABDON STREAM SOURCE ss 6475 1045 WEMWBWORTHY S W s s 6605 1006 1 IB | WEMBWORTHY S W ss 6605 1006 CONFLUENCE WITH RIVER TAW ss 6785 1285 ■ 1 IB | 1 1 |TAW-3OB HAYNE STREAM * SOURCE s s 65B0 0840 CONFLUENCE WITH POUHWAYS STREAM ss 6790 1025 1 IB # | FOURWAYS STREAM CONFLUENCE ss 6790 1025 CONFLUENCE WITH RIVER TAW ss 6830 1145 1 3 # | NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 (CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) j OBJECTIVE 1

1 |TAW-30B FOUHWAYS STREAM SOURCE SS'6830 0990 EGGESFORD FOUKWAYS STW SS 6820 1130 1 IB * 1 EGGESFORD FOUHWAYS STW SS 6620 1130 CONFLUENCE WITH HAYNE STREAM SS 6790 1025 | 3 * 1 1 jTAW-3OD YEO(LAPFORD) SOURCE SX 6746 9430 CONFLUENCE WITH COMBE STREAM SX 6915 9830 1 18 COMBE STREAM CONFLUENCE SX 6915 9830 CONFLUENCE WITH RIVER TAW SS 7102 0928 1 IB I j TAW-30D DALCH SOURCE SS '8622 1490 WOMANSLAND STW SS 8415 1370 1 18 \ NOMANSLAND STW SS 8415 1370 CONFLUENCE WITH RIVER YEO SS 7356 0748 1 18 I jTAW-3OD COBSCOMBE STREAM SOURCE SS 8025 0995 BLACK DOG STW SS 8010 1025 1 IB BLACK DOG STW SS 8010 1025 CONFLUENCE WITH RIVER DALCH SS 7930 1055 i IB t (TAW-30D ASH BROOK SOURCE SS 7934 0356 CONFLUENCE WITH RIVER YEO SS 7370 0670 1 IB (NEWBUILDINGS STV SS 7934 0355) 1 1 JTAW-30D PEPPER LAKE SOURCE SS 7669 0770 MORCHARD BISHOP STW SS 7650 0760 1 ^B * 1 MOROIARD BISHOP STW SS 7650 0760 CONFLUENCE WITH ASH BROOK SS 7425 0620 1 2 # 1 1 (TAW-30D DOWN ST MARY STREAM * SOURCE SS 7460 0450 CONFLUENCE WITH ASH BROOK SS 7515 0465 1 LB 1 |TAW-3OD WATER BRIDGE BROOK * SOURCE SS 7490 0325 CONFLUENCE WITHASH BROOK SS 7615 0399 1 IB 1 |TAW-30D COMBE STREAM (TAW) SOURCE SX 6965 9760 SPREYTON STW SX 6990 9745 1 IB * 1 i SPREYTON STW SX 6990 9745 CONFLUENCE WITH RIVER YEO SX 6915 9830 | 3 # 1 <> i 1

ITAW-30C COLERIDGE BROOK * SOURCE SS 6840 0480 CONFLUENCE WITH RIVER TAW SS 7070 0450 1 IB i |TAW-3OC COLDRIDGE STREAM SOURCE SS 6960 0790 COLDRIDGE STW SS 7020 0780 I IB > COLDRIDGE STW SS 7020 0760 CONFLUENCE WITH COLDRIDGE BROOK SS 7045 0806 | IB i 1 JTAW-30C NYMET ROWLAND STREAM * SOURCESS 7127 0807 CONFLUENCE WITH COLDRIDGE BROOK SS 7080 0760 | 3 1 1 i 1 |TAW-3OC HOBBYMOOR STREAM * SOURCE SS6950 0680 CONFLUENCE WITH COLDRIDGE BROOK SS 7050 0690 1 18 i 1 |TAW-30C BULLCW BROOK SOURCE SS 6188 0764 WINKLEIGH STW SS 6360 0730 1 IB WINKLEIGH STW SS 6360 0730 CONFLUENCE WITH RIVER TAW SS 6745 0708 { 2 « 1 i 1 |TAW-30C WESTERN BARN BROOK SOURCE SS 6270 0800 INCH'S CIDER, WINKLEIGH SS 6272 0774 1 l b INCH'S CIDER, WINKLEIGH SS 6272 0774 CONFLUENCE WITH BULLOW BROOK SS 6275 0730 1 LB 1 (TAW-30C SPIRE'S IAKE SOURCE SS 6437 0037 CONFLUENCE WITH RIVER TAW SS 6582 0101 1 LB 1 |TAW-3OC RESUGGA STREAM * SOURCE SX 6175 9295 MOORLAND NORTH BELSTONE ABSTRACTION SX 618 929 t LB NBA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT M3NIT0RED ft RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 1 1 CATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY j FROM (NGR) TO (NGR) | OBJECTIVE 1 1 1 ^ 1 MOORLAND NORTH BELSTONE ABSTRACTION SX 618 929 CONFLUENCE WITH RIVER TAW SX 6215 9320 I IB | ------1

i NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993}

\ 1 1 1 CATCHMENT RIVER RIVER LENGTH | RIVER | | QUALITY j FROM (NGR) TO (NGR) j OBJECTIVE j 1 1

CQASTAL-30A CROYDE STREAM SOURCE SS 4730 4012 CROYDE BAY SS 4362 3920 1 IB { t | COASTAL-30A PUTSBOROUGH STREAM * SOURCE SS 4545 4050 PICKWELL MANOR FARM ABSTRACTION SS 454 405 1 IB | PICKWELL MANOR FARM ABSTRACTION SS 454 405 CONFLUENCE WITH CROYDE STREAM SS 4485 3925 i i b i 1 COASTAL-3 OA WOOLACOMBE STREAM SOURCE SS 4816 4365 WOOLACOMBE SS 4562 4360 1 LA t North Devon Coast and Lyn Catchments River Quality Objectives

NRA South West Freshwater Planning\April 1993 NRA-SOUTH WEST REGION RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

1 1 |CATCHMENT RIVER RIVER LENGTH | RIVER j QUALITY FROM (NGR) TO (NGR) | OBJECTIVE 1

|COASTAL-31A LEE STREAM SOURCE SS 4925 4430 LEE BAY SS 4798 4651 1 lb 1 | COASTAL-31A WEST WILDER BROOK SOURCE SS 5005 4472 U/S LOWER SLADE RESERVOIR SS 5050 4535 1 LB AT LOWER SLADE RESERVOIR SS 5056 4537 1 LB D/S LOWER SLADE RESERVOIR SS 5056 4537 SLADE WTW SS 5093 4587 i IB SLADE WIW SS 5093 4587 ILFRACOMBE SS S180 4789 | IB 1 jCOASTAL-31A EAST WILDER BROOK SOURCE SS 5270 4460 HOREDCWN WTW SS 5276 4428 | 18 ROREDCMN WTW SS 5276 4428 CONFLUENCE WITH WEST WILDER BROOK SS 5160 4760 i LB 1 jCOASTAL-31A HELE STREAM SOURCE SS 5325 4468 HELE BAY SS 5355 4777 1 LB 1 jcOASTAL-31A STERRIDGE SOURCE SS 5373 4385 TIDAL LIMIT SS 5555 4820 1 LB 1 |COASTAL-31A UMBER SOURCE SS 5808 4467 COOMBE MARTIN BAY SS 5767 4725 1 LB 1 | COASTAL-31A HEDDON SOURCE SS 6743 4283 PARRACOMBE STW SS 6650 4498 1 LB PARRACOMBE STW SS 6650 4498 HUNTER'S INN SS 654 483 i IB HUNTER'S INN SS 654 483 HEDDON'S MOUTH SS 6550 4961 1 l b 1 I 1 )COASTAL-31A MANNACOTT STREAM * SOURCE SS 6650 4820 HUNTER'S INN ABSTRACTION SS 658 480 1 LB i HUNTER'S INN ABSTRACTION SS 658 480 CONFLUENCE WITH RIVER HEDDON SS 6550 4825 1 LB > < (COASTAL-31A iBONHILL STREAM * SOURCE SS 6808 4690 TOLL POND SS 694 190 1 LB > SS 694 492 i TOLL POND SS, 694 490 TOLL POND i l b i TOLL POND SS 694 492 LEE BAY SS 694 493 1 LB i 0 NRA—SOUTH WEST REGION - RIVER QUALITY OBJECTIVES FOR CONTROLLED WATERCOURSES

* NOT MONITORED # RQO INCONSISTENCY : UNDER REVIEW (APRIL 1993)

CATCHMENT RIVER RIVER LENGTH I RIVER 1 QUALITY FROM (NGR) TO (NGR) | OBJECTIVE ■ LYN—32A ' WEST LYN RIVER SOURCE SS 7307 4266 CONFLUENCE WITH BARBROOK SS 7140 4765 1 1A 1 > BARBROOK CONFLUENCE SS 7140 4765 CLIFF RAILWAY INTAKE WORKS SS 716 484 I 1A | CUFF RAILWAY INTAKE WORKS SS 716 484 TIDAL LIMIT SS 7237 4948 i LA 1

LYN-32A BARBROOKSOURCE SS 7140 4281 CONFLUENCE WITH WEST ILKERTON STREAM SS 4710 4690 1 i a i WEST ILKERTON STREAM CONFLUENCE SS 4710 4690 WEST ILKERTON RIVER INTAKE SS 7047 4759 1 1A I WEST ILKERTON RTVER INTAKE SS 7047 4759 CONFLUENCE WITH WEST LYN RIVER SS 7143 4762 I i a i 1 LYN-32A , WEST ILKERTON STREAM SOURCE SS 6870 4510 LYN VALLEY TROUT FARM SS 6869 4633 t 1A 1 LYN VALLEY TROUT FARM SS 6869 4633 CONFLUENCE WITH BARBROOK SS 4710 4690 | LA 1

LYN-32A ’ CANNON HILL STREAM * SOURCE SS 7040 4350 WOOUtANGER FARM ABSTRACTION SS 701 442 1 LA | WDOUiANGER FARM ABSTRACTION SS 701 442 CONFLUENCE WITH BARBROOK SS 7035 4645 i LA j

LYN-32A EAST LYN RIVER SOURCE SS 8408 4317 KACMSMEAD SS 794 479 1 l a | MAZASMEAD SS 794 479 MALMSMEAD SS 793 480 1 l a j MALMSMEAD SS 793 480 WATER MEET SS 743 487 i i a i WATERMEET SS 743 487 TIDAL LIMIT SS 7240 4946 I LA 1

LYN-32A FARLEY WATER SOURCE SS 7634 4229 CONFLUENCE WITH EAST LYN RIVER SS 7440 4869 1 LA I

LYN-32A HQARQAK WATER * SOURCE SS 7360 4240 CONFLUENCE WITH FARLEY WATER SS 7410 4775 1 LA 1

LYN-32A BADGWOKTHY WATER SOURCE SS 8192 4185 CONFLUENCE WITH EAST LYN RIVER SS '7938 4800 I LA ( APPENDIX 6.5

WATERCOURSES WITH RQO'S LINKING A TRIBUTARY TO A LARGER RECEIVING WATERCOURSE AND NOT MONITORED

Catchment River NGR

Source Confluence/ Tidal limit

Exe-05D The Burn SS 8920 0710 ss 9335 0780 Exe-05E Stoodleighmoor Stream SS 9235 1880 ss 9435 1700 Teign-06C Batt's Brook SX 8620 8830 sx 8390 8660 Dart-07A Barberry Water SX 8120 5275 sx 8530 5505 Dart-07B Woolston Stream SX 7575 6860 sx 7825 6365 Gara-08A Lannacombe Stream SX 7910 3950 sx 8020 3720 Avon-08A St Ann's Chapel Stream sx 6625 4850 sx 6805 4715 Tamar-12E Coomesheads Stream sx 3535 7275 sx 3670 7375 Tamar-12L Balsdon Stream sx 2775 9650 sx 2925 9890 Fowey-15A Redmoor Stream sx 0750 6065 sx 1050 5785 Coastal-18A Port Mellon Stream SW 9940 4245 sx 0155 4385 Strat/Neet-27A Northcott Stream SS 2230 1025 ss 2025 0855 Coastal-27A Holly Grove Stream ss 2510 1492 ss 2098 1165 Hartland-28A Mouth Mill Stream ss 3080 2380 ss 2980 2655 Torridge-29A Horwood Stream ss 5150 2780 ss 4595 2695 Torridge-29B Dodscott Brook ss 5305 2140 ss 5445 1806 Torridge-29D Chappie Stream ss 6300 0850 ss 5760 0575 Torridge-29D Broadwood Kelly Stream ss 6320 0470 ss 5840 0555 Torridge-29C Fishpool Lake ss 3780 1245 ss 3872 1002 Torridge-29C Combe Lake ss 4340 1485 "' ss '4170 1040 Taw-30A Bradwell Stream ss 5170 4399 ss 4952 3995 Taw-3OB Harracott Stream ss 5230 2770 ss 5655 2580 Taw-3OB Claytown Stream ss 6495 2230 ss 6303 2150 Taw-30F Catham Lake ss 6995 1695 ss 6655 1845 Taw-3OF Odam Stream ss 7270 1880 ss 7415 2065 Taw-3OF Papsonage Lake ss 7795 1955 ss 7590 2045 Taw-30F Molland Stream ss 8025 2975 ss 8010 2655 Taw-3OB Hayne Stream ss 6580 0840 ss 6830 1145 Taw-30C Coldridge Brook ss 6840 0480 ss 7070 0450