Item6Appendix1Plans20220270DETDulichtCourtGOS

Cairngorms Item 6 Appendix 1 09 June 2023 Nation­al Park Author­ity Ügh­dar­ras Pàirc Nàiseanta a’ Mhon­aidh Ruaidh

Agenda item 6

Appendix 1

2022/0270/DET

Plans

9050 8400 Rear Elev­a­tion Side Elev­a­tion Front Elev­a­tion Side Elev­a­tion Front Aspect 2 Bed­room Villa

6244 5700 925 1200 1500 1800 819 Kit­chen 4067 Lie store L cup’d 1000 4584 4187 Lounge 625 1000 1700 1800 1119 6244 Y 5700 Din­ing 2 bed, 4 per­son s/​d villa GROUND FLOOR LAY­OUT SCALE BAR:- 0.5m 2.0m 4.0m 6.0m 8.0m 10.0m 0 1.0m 3.0m 5.0m 7.0m 9.0m EW.c. 2134 9050 8400 2284 Office/​Study Land­ing 3100 1000×1200 2584 Bed­room 3300 1000 1168 800 Bathroom

2284

cup’d 1000 4584 Bed­room 2 2400 2100 3325 1800 1119 R M D 6244 2 bed, 4 per­son s/​d villa FIRST FLOOR LAY­OUT FLOOR AREA = 95.76 sq.m. (1031 sq.ft.) roy mitchell DESIGN LIM­ITED ARCHI­TEC­TUR­AL CON­SULTANCY Beech­croft Car­ron­vale Road LARBERT FK5 3LG draw­ing loc­a­tion: DARMDLICH/373 date: JUNE 2022 drawn by: RWM scale: 1:100 pro­ject: Grant­own on Spey Plots 47 – 48 title: 2 bed­room semi-det villa draw­ing sum­ber RMDL/373/003 revision

Side Elev­a­tion Rear Elev­a­tion Side Elev­a­tion Front Elev­a­tion Front Aspect 3 Bed­room Villa Semi-Detached — ⁴⁰⁄₄₁; Linked-Detached — ⁵⁶⁄₅₇; & ⁶⁰⁄₆₁; Detached — 42.

En-suite & WC Kitchen/​Dining Lounge Bath­room DO Bed­room 1 Bed­room 4 Land­ing De C Home Office Hall sto C Bed­room 3 Jack & Jill En-suite Ground Floor Lay­out First Floor Lay­out Front Aspect Front Aspect RMD roy mitchell DESIGN LIM­ITED ARCHI­TEC­TUR­AL CON­SULTANCYRTE Beech­croft Car­ron­vale Road LARBERT FK5 3LG SCALE BAR:- 0.5m 2.0m 4.0m 6.0m 8.0m 10.0m 0 1.0m 3.0m 5.0m 7.0m 9.0m FRONT ASPECT 3 BED­ROOM VILLA 139.58 sq.metres; 1504 sq.feet. draw­ing loc­a­tion: drawn by: DARMDLICH/373 RWM date: scale: MARCH 2022 1:100 pro­ject: title: Grant­own on Spey 3 bed­room front aspect villa draw­ing sum­ber RMDL/373/001 revision

Side Elev­a­tion Rear Elev­a­tion Side Elev­a­tion Front Elevation

Rear Aspect 3 Bed­room Villa Linked-Det — ⁴⁵⁄₄₆; ⁵⁰⁄₅₂; ⁵⁴⁄₅₅ & ⁵⁸⁄₅₉; Detached — 43; 44 & 49. Lounge/​Dining Kit­chen D En-suite & WC Bath­room Bed­room 1 Bed­room 4 Land­ing Hall Home Office Bed­room 3 Jack & Jill En-suite Ground Floor Lay­out First Floor Lay­out Rear Aspect Rear Aspect RMD roy mitchell DESIGN LIM­ITED ARCHI­TEC­TUR­AL CON­SULTANCYRTE Beech­croft Car­ron­vale Road LARBERT FK5 3LG SCALE BAR:- 0.5m 2.0m 4.0m 6.0m 8.0m 10.0m 0 1.0m 3.0m 5.0m 7.0m 9.0m REAR ASPECT 3 BED­ROOM VILLA 139.58 sq.metres; 1504 sq.feet. draw­ing loc­a­tion: drawn by: DARMDLICH/373 RWM date: scale: MARCH 2022 1:100 pro­ject: title: Grant­own on Spey 3 bed­room rear aspect villa draw­ing sum­ber RMDL/373/002 revision

Post & Wire Fence Post Per­man­ent pool with aquat­ic bench Max. water level 219.95m 225 Struc­tured- Wall Pipe X 218.95 Post 219.45 x Post 219.45 x Low flow chan­nel Slope var­ies Sedi­mint­a­tion, x 219.15 area 3500 wide level access track 200mm deep swale. 3500 wide level Swale to incor­por­ate access trgek check dams. Exist­ing ground level- 3500 access track, 220.45m Slope var­ies SW 1:137 2250 Struc­tured Wall Pipe ‑2000 wide, 50 deep depres­sion in 3500 peri­met­er access track to allow flood water to over­top to water­course PLAN Scale 1:200 3500 access track, Slope var­ies 220.45m Post & Wire Fence SW SW 675×675 class D double tri­an­gu­lated- man­hole cov­er and frame with open­ing posi­tioned to suit hydro-brake bypass door oper­at­ing handle 220.45m ‑170 thk rein­forced con­crete slab Exist­ing ground level 1200 man­hole 219.95m 1000 over­flow 2250 inlet from atten­u­ation pond 300 out­fall to burn IL: 219.40m Hydro-brake inlet IL: 219.02m 200 220 Rein­forced con­crete base 2.30 350 HYDRO-BRAKE MAN­HOLE SEC­TION Scale 1:20 18900 3500 access track, Slope var­ies- 220.45m Water level 219.95m 219.45m 218.95m 24000 ‑Exist­ing ground level 200mm deep swale. See Typ­ic­al Sec­tion 225 Struc­tured- Wall Pipe 225 Struc­tured Wall Pipe 1200 Type B silt trap man­hole ‑5.0m long x 2m wide x 0.15m deep sed­i­ment­a­tion area ‑Stone pitch­ing set into con­crete face, nom­in­al stone dia­met­er 200mm Low flow chan­nel Per­man­ent pool with aquat­ic bench SEC­TION A‑A Scale 1:100 3500 access track, Slope var­ies 220.45m ‑Low flow chan­nel 225 Struc­tured- Wall Pipe 1:473.4 Hydro­brake man­hole SEC­TION B‑B Scale 1:100 ‑75 – 100mm Clean Stone Drain (Low Flow Chan­nel) 600 150 300 150mm top­soil and grass TYP­IC­AL LOW FLOW SEC­TION Scale 1:10 Var­ies to suit plan 900 Var­ies to suit plan SWALE 200 TYP­IC­AL SWALE SEC­TION C‑C Scale 1:10 Access Track Con­struc­tion: Quarry Dust Fin­ish 200mm Type 1 1 Lay­er Tensar Tri­ax Geo-Grid or approved sim­il­ar. Pond Con­struc­tion: 150mm free drain­ing impor­ted top soil Class 5B 1 lay­er Aztex non woven geo­tex­tile NW300 or approved sim­il­ar installed as per man­u­fac­tur­ers spe­cific­a­tion. 150mm of Class 6A mater­i­al com­pacted in com­pli­ance with CI 608 and 612 (Spe­cific­a­tion for High­way Works) on approved form­a­tion. Note: Per­man­ent pool geo­tex­tile to be replaced with imper­meable mem­brane Exist­ing ground level 219.82m Out­fall to burn 300 Struc­tured Wall Pipe 1:1374- SW25 IL 219.38 300 Struc­tured Wall Pipe 1:264.2 09/11/16 PIPE SIZES AMENDED DM AM B 30/08/16 TRACK & POND CON­STRUC­TION ADDED DM AM 22/08/16 PLAN & SEC­TIONS UPDATED DM AM 1 11/05/16 FIRST ISSUE. REV DATE REVI­SION DM DRN CHK THIS DRAW­ING IS COPY­RIGHT DO NOT SCALE FROM THIS DRAW­ING Arch 1919 24 Bank Street, Inverness. N1 1QU Tel 01463 719200-Fax: 01463 719201 email: inverness@​arch-​henderson.​co.​uk Hende­r­son Web: www​.arch​.hende​r​son​.co​.uk Civil Engin­eers Archi­tects Struc­tur­al Engin­eers CDM Co-ordin­at­ors Envir­on­ment­al ser­vices Geo­tech­nic­al ser­vices Aber­deen Dun­dee Glas­gow Ler­wick Inverness Strom­ness Thurso 219.82m 219.37m PRO­JECT RS MCLEOD LTD HOUS­ING DEVEL­OP­MENT, GRANT­OWN TITLE SUDS POND 1 PLAN & SEC­TIONS DRAWN: DATE: CHECKED DM SCALE: (A1) 11/05/16 AM DRAW­ING STATUS: AS SHOWN DRAW­ING No: DO NOT SCALE ¹⁴⁷¹³²⁄₂₀ AUTHOR­ISED AM REV C

DO NOT SCALE IF IN DOUBT ASK ! LEGEND • Exist­ing foul sew­er. Foul dis­con­nect­ing man­hole & exist­ing sew­er con­nec­tion. Pro­posed foul sew­er to be adop­ted by SWA. Foul dis­con­nect­ing man­hole & new sew­er con­nec­tion. Exist­ing sur­face water sew­er. Pro­posed sur­face water sew­er. SW dis­con­nect­ing man­hole & sew­er con­nec­tion. Pro­posed road gul­ley. Exposed facing block addi­tion­al under­build­ing Pro­posed retain­ing wall N W F S Pond Cattle Grid 235.9m Dis­mantled Rail­way Spreads New Deten­tion Basin 92 60 URT OL 39 38 BEACHEN COURT DULICHT COU 40 Revoan Kylin­tra Burn 57 53 55 51 6 Issues Pond 219.5m 46 48 Π The Dulaig 33 ㅁㅁㅁ Exist­ing Deten­tion Basin 3 G & D ENGIN­EER­ING SER­VICES LTD 1 Stan­house Cres­cent, Dun­ferm­line, Fife, KY11 8YX, Tel 01383 842903 PRO­JECT TITLE: RS McLeod, Dulicht Court Phase 2b, Grant­own on Spey DRAW­ING TITLE: Pro­posed Drain­age Lay­out DATE :April 2023 SCALE :1:500 AO E MAIL: GDENGO1@​AOL.​COM DRAWN BY: DC DRAW­ING NO. 10223/PD2 Colre Bhrocha RHUARD

Soft-land­scap­ing area to be returned to ​“acid grass”. as exist­ing. 226.0 226:1 226.1 226.0 キ 226.4 226.5 225.6 225.3 224.4 fo 225.2 224.7. 226.2. 225.9 225.1 ギ 225.8 225:3 225:3 226.5 225.8 225.9. 226.0 227.3 226.0 226.4 226.7 7 227.4. 228.0 227.0. 227.0 227:0 227.5 227.9 FFL 226.8 (56) FFL 226.6 (57) 0 10 20 228.6. 229 228.8 227.8. 227.7. 228.5 + 228.3. (55) FFL 226 227.58 227.56 227.54 227.40 227.44 + 227.51 227.52 227.58 + + NORTH (59) (58 6.2 FFL 226.2 RS McLeod Build­ing Con­tract­ors Title: Soil dis­pers­al area Drawn by: M. Hogg Land­scap­ing Dulicht Court Date: 2^nd August 2022 Scale: 1:200 on A1 Draw­ing no: RSMD/GOS/SDA/001 Rev A

ds Pre­vi­ous applic­a­tion: 2017/0286/DET (CNPA) Applic­a­tion Site Com­mon area Pre­vi­ous applic­a­tions 2017/0286/DET (CNPA) Com­mon area 5 Com­mon area Pre­vi­ous applic­a­tions 2017/0286/DET (CNPA) Pre­vi­ous applic­a­tion: 2019/0378/DET (CNPA) 22 22 24 24 38 30 32 Lor oth­ers Beachen Court 45 3 Reve­on Issues Land owned oth­ers 37 39 40 2 SEAFIELD AVEN­UE Comm The Dulaig 46 48 38 36 219.5m 28 20 A NORTH 3 Rhuarde Coire Bhro­chain OL RHUARDEN COURT RS McLeod Build­ing Con­tract­ors Title: Loc­a­tion Plan 19 units, Dulicht Court Scale: 1:1250 on A3 Drawn by: M. Hogg Date: 1^st July 2022 Draw­ing no: RSMD/GOS/LP/001 Rev A Path G

5 FFL 234.8 FFL 234.35 FFL 236 FFL 235.2 FFL 234 TOTAL APPLIC­A­TION AREA 19,220M2 (OUT­LINED IN RED) FFL 234 FFL 233.6 49 FFL 232.25 50 38 32 FFL 231.6 FFL 230.4 FFL 229.9 53 Plot Sched­ule Plots ⁴⁵⁄₄₆, ⁵⁰⁄₅₁, ⁵²⁄₅₃, ⁵⁸⁄₅₉ 3 Bed­room Semi-Detached Rear Aspect Plots ⁵⁴⁄₅₅, ⁵⁶⁄₅₇, ⁶⁰⁄₆₁₃ Bed­room Semi-Detached Front Aspect Plot ⁴⁷⁄₄₈ 2 Bed­room Semi-Detached Plots 43, 44, 493 Bed­room Detached Rear Aspect Soil dis­pers­al area FFL 226.8 56 FFL 226.6 57 39 55 FFL 226.7 54 FFL 226.5 40 44 FFL 226.4 226.4 FFL 226.2 58 FFL 226.2 RS McLeod Title: Site lay­out Build­ing Con­tract­ors 19 units, Dulicht Court Scale: 1:500 on A1 Drawn by: M. Hogg Date: 1^st Julyl 2022 Draw­ing no: RSMD/GOS/SL/001 Rev A Reve­on Issues Kylin­tra Burn NORTH

DO NOT SCALE IF IN DOUBT ASK ! N LEGEND Exist­ing major ground level con­tour 65.0 Exist­ing major ground level con­tour 63.0 6.20+ Pro­posed fin­ished level FFL 7.37 Pro­posed floor level EFB Pro­posed slopes Exposed Facing Brick 235.9m ntra Burn Dis­mantled Rail­way Spreads New Deten­tion Basin H 92 22 38 96 DULICHT COURT 유 20 Revoan 38 40 39 41 BEACHEN COURT DULICHT COURT 55 Kylin­tra Burn 53 51 Issues Pond G & D ENGIN­EER­ING SER­VICES LTD 1 Stan­house Cres­cent, Dun­ferm­line, Fife, KY11 8YX, Tel 01383 842903 PRO­JECT TITLE: RS McLeod, Dulicht Court Phase 2b, Grant­own on Spey DRAW­ING TITLE: Pro­posed Site Levels DATE :April 2023 SCALE :1:500 AO E MAIL: GDENGO1@​AOL.​COM DRAWN BY: DC DRAW­ING NO. 10223/PD1 22

Please Quote Our Ref: G G&D Engin­eer­ing Ser­vices Ltd 1 Stan­house Cres­cent Dun­ferm­line, Fife KY11 8YX Tel: 01383 842903 Development

At

Dulicht Court Phase 2

Grant­own on Spey

RS McLeod Limited

Sur­face Water Man­age­ment Plan 10223 – 0412

April 2023

Registered in Scot­land No. 508159

Con­tents 2 1.0 Intro­duc­tion 3 2.0 Pre­lim­in­ary Enquir­ies and Con­sulta­tions 3 3.0 Exist­ing Site Drain­age 3 4.0 Pro­posed Foul Drain­age 3 5.0 Pro­posed Sur­face Water Drain­age ⁴⁄₅ 6.0 SUDS 5 7.0 Sum­mary 6 8.0 Appen­dices 6

3 1.0 Intro­duc­tion RS Mcleod Ltd are devel­op­ing a site at Dulicht Court, Grant­own on Spey with the site centre at Nation­al Grid Ref­er­ence NJ 02592 28018. The entire site extends to an area of approx­im­ately 5.66Ha and the site is divided into 2 phases. Phase 1 (23 houses) has been com­pleted and Phase 2 cur­rently con­sists of 29 units/​building plots. For the pur­poses of this report we have divided Phase 2 into 2 sub phases, 2a (19 units) & 2b (10 build­ing plots). Phase 2a has been par­tially com­pleted with 16 units com­pleted and a fur­ther 3 units to be com­menced. On Phase 2b, the developer is sub­mit­ting a plan­ning applic­a­tion to change the 10 build­ing plots into 3 detached houses and 16 semi-detached houses. The attached Dwg 10223-LP1 shows the loc­a­tion of the site and also the lay­out of the phases (Refer to Appendix 1). G & D Engin­eer­ing Ser­vices have been appoin­ted by RS Mcleod Ltd to carry out a Sur­face Water Man­age­ment Plan in accord­ance with cur­rent stand­ards and spe­cific­a­tions of Scot­tish Water, SEPA and High­land Coun­cil in terms of the site sur­face water drain­age. 2.0 Pre­lim­in­ary Invest­ig­a­tions and Con­sulta­tions The engin­eer has pre­vi­ously car­ried out invest­ig­a­tions into estab­lish­ing the extents and capa­cit­ies of the cur­rent pub­lic drain­age net­work and cul­verts. 3.0 Exist­ing Site Drain­age Drain­age records were obtained from Scot­tish Water (Refer to Appendix 2) which indic­ate the exist­ing sew­ers con­struc­ted on site are sep­ar­ate foul and sur­face water sew­ers but are yet to be adop­ted. The foul drain­age con­nects to exist­ing foul sew­ers to the north and south of the site and the sur­face water run-off dis­charges into The Kylin­tra Burn via a Deten­tion Basin and swale. Due to the site topo­graphy, build­ing plots 6 – 10 could not con­nect by grav­ity into the sur­face water sew­ers con­struc­ted on site and it was inten­ded to dis­charge the sur­face water run off from these plots to indi­vidu­al private soakaways. (Refer to Appendix 3) 4.0 Pro­posed Foul Drain­age A foul sew­er sys­tem has been con­struc­ted in Phases 1 & 2a to dis­charge the foul flows from Phase 2b. The foul flows plots 43 – 52 are to dis­charge into the exist­ing foul sew­ers by means of new or exist­ing house con­nec­tions and a new sec­tion of foul sew­er is required to dis­charge the foul flows from plots 53 – 61 to FW29. A foul drain­age lay­out is shown on Dwg 12023-PD2 (Refer to Appendix 4). A Pre- Devel­op­ment Enquiry has been sub­mit­ted to Scot­tish Water and we await their con­firm­a­tion of capa­city for the addi­tion­al foul flows from addi­tion­al 9 dwellings.

4 5.0 Pro­posed Sur­face Water Drain­age 5.1 Sur­face Water Design Cri­ter­ia Scot­tish Water and High­land Coun­cil have dif­fer­ent sur­face water design cri­ter­ia. Scot­tish Water sur­face sew­er design cri­ter­ia is for the 1 in 30 year + 40% CC with con­sid­er­a­tion of flow path rout­ing for the 1 in 200 year storm event. High­land Coun­cil cur­rent sur­face water sew­er design cri­ter­ia is for the 1 in 200 year + 40% CC with con­sid­er­a­tion for flow paths rout­ing for the 1 in 200 year storm event with no det­ri­ment flood­ing to pro­posed or exist­ing prop­er­ties. For the pur­poses of this report, we have adop­ted the High­land Coun­cil design cri­ter­ia as it is the more oner­ous cri­ter­ia. A sur­face water drain­age lay­out is shown on Dwg 10223-PD2 (Refer to Appendix 4) and all drained hard­stand­ing areas are shown on Dwg 10223-HS1 (Refer to Appendix 5) . Plots 43 – 52 are situ­ated on the ori­gin­al site of build­ing plots 1 – 5. The sur­face water sew­er pre­vi­ously con­struc­ted was designed to drain the sur­face water flows from these build­ing plots (Refer to Appendix 9). Plots 43 – 52 will con­nect to the exist­ing sur­face water sew­er by means of new and exist­ing sew­er con­nec­tions. The drained hard­stand­ing area from a large build­ing plot and 2 semi-detached houses are very sim­il­ar and there­fore the exist­ing sur­face water sew­ers and Deten­tion Basin are deemed to be of adequate size to dis­charge the sur­face water flows from these plots. Plots 53 – 61 are situ­ated on the ori­gin­al site of build­ing plots 6 – 10. As men­tioned pre­vi­ously in sec­tion 3.0, these plots were to be drained to indi­vidu­al soakaways. How­ever due to the reduced plot sizes it would not be pos­sible to con­struct soakaways for each house whilst com­ply­ing with The Build­ing Reg­u­la­tions. We there­fore pro­pose to con­struct a new sur­face water sew­er sys­tem for these plots that will dis­charge to the Kylin­tra Burn through a new Deten­tion Basin. The sur­face water lay­out for Phase 2b is shown on Dwg 10223-PD2 (Refer to Appendix 4). 5.2 Sur­face Water Run-off Rate The green­field run off rate for the plots (53−61) is assessed at 3.80L/s and green­field cal­cu­la­tions are provided in Appendix 5. The sur­face water flows will be restric­ted by means of a hydro­brake built at man­hole S1. 5.3 Sur­face Water Design & Atten­u­ation The attached Sur­face Water Mod­el (Refer to Appendix 6) con­firms that the sur­face water sew­er sys­tem (plots 54 – 61) does not sur­charge dur­ing the 1 in 30 + 40% CC storm event and we have upsized 2 sec­tions of sew­er to ensure the sys­tem does not sur­charge dur­ing the 1 in 200 year + 40% CC storm event. The mod­el con­firms that the total volume of atten­u­ation required to atten­u­ate the 1 in 30 year + 40% CC to the restric­ted flow rates is 121 m³ of atten­u­ation required to atten­u­ate the 1 in 200 year + 40% CC to the restric­ted flow rates is 187 m³. The Deten­tion Basin provides a stor­age volume of 398 m³.

5. 5.2 Sur­face Water Flowpaths It is a stat­utory require­ment that site levels are designed to ensure safe sur­face water flow paths are provided through­out the developed site in the event of extreme rain­fall events or a block­age of the sys­tem. The Pre-Devel­op­ment sur­face water flow paths are shown on Dwg 10223-FP1 (Refer to Appendix 7) and the Post-Devel­op­ment sur­face water flow paths are shown on Dwg 10223-FP2 (Refer to Appendix 8). The lat­ter draw­ing shows that safe flow paths are provided through­out the devel­op­ment in the event of a total block­age in the Sur­face Water Drain­age Sys­tem. 6.0 SUDS It is now plan­ning policy that the sur­face water dis­charge from all new devel­op­ment must include SUDS. SEPA have estab­lished the min­im­um treat­ment require­ments for all hard stand­ing areas in their doc­u­ment ” Simple Index Approach Cal­cu­la­tion”. We con­firm that all drained hard­stand­ing areas as shown on Dwg 10223-HS1 (Refer to Appendix 5) have a level of treat­ment to com­ply with this doc­u­ment and we would con­firm our treat­ment meas­ures as fol­lows 6.1 SUDS Meas­ures Roads (< 300 traffic move­ments a day) Treat­ment Level Required — 0.50÷0.40÷0.40 Deten­tion Basin Treat­ment Level — 0.50÷0.50÷0.60 (Pass) Deten­tion Basin Main­ten­ance Respons­ib­il­ity — Scot­tish Water Main­ten­ance — Sea­son­al cut­ting of grass and clean­ing of inlets & out­lets Private Drive­ways Treat­ment Level Required — 0.50÷0.40÷0.40 Deten­tion Basin Treat­ment Level — 0.50÷0.50÷0.60 (Pass) Deten­tion Basin Main­ten­ance Respons­ib­il­ity – Scot­tish Water Main­ten­ance — Sea­son­al cut­ting of grass and clean­ing of inlets & out­lets Roof Areas Treat­ment Level Required — 0.20÷0.20÷0.05 Deten­tion Basin Treat­ment Level — 0.50÷0.50÷0.60 (Pass) Deten­tion Basin Main­ten­ance Respons­ib­il­ity – Scot­tish Water Main­ten­ance — Sea­son­al cut­ting of grass and clean­ing of inlets & out­lets Hydro­brake Main­ten­ance Respons­ib­il­ity — Scot­tish Water Main­ten­ance — Per man­u­fac­tur­ers main­ten­ance régime

6 7.0 Sum­mary The pro­posed sur­face water drain­age pro­pos­als com­ply with all design require­ments as required to com­ply with Scot­tish Water, High­land Coun­cil and SEPA 8.0 Appen­dices Appendix 1 — Dwg 10223-LP1-Loc­a­tion Plan Appendix 2 — Scot­tish Water Drain­age Records Appendix 3 — Pre­vi­ous Phase 2 Drain­age Design Appendix 4 – Dwg 10223-PD2- Pro­posed Drain­age Lay­out Appendix 5 — Dwg 10223-HS1- Hard­stand­ing Lay­out Appendix 6 — Sur­face Water Mod­el & Green­field Run-Off Cal­cu­la­tions Appendix 7 — Dwg 10223-FP1 — Pre-Devel­op­ment Sur­face Water Flowpath Lay­out Appendix 8 — Dwg 10223-FP2 – Post-Devel­op­ment Sur­face Water Flowpath Lay­out Appendix 9 — Appendix C & Pro­fes­sion­al Indem­nity Insurance

Appendix 1 Draw­ing 10223-LP1-Loc­a­tion Plan

DO NOT SCALE IF IN DOUBT ASK ! 000 00000 00000000000 20000 PHASE 20 (19 UNITS) PHASE 20 (19 UNITS) 00 000 PHASE 1 (23 UNITS) Cara­van Park Mount Bork­er Private Res­id­en­tial Home ㅁㅁ Σ Π 미 N W E PHASE 2b 2.06Ha G G & D ENGIN­EER­ING SER­VICES LTD 1 Stan­house Cres­cent, Dun­ferm­line, Fife, KY11 8YX, Tel 01383 842903 PRO­JECT TITLE: RS McLeod, Dulicht Court Phase 2b, Grant­own on Spey DRAW­ING TITLE: Loc­a­tion Plan DATE :April 2023 DRAWN BY: DC SCALE : 1:2500 @ A2 E MAIL: GDENGO1@​AOL.​COM DRAW­ING NO. 10223 /LP1

5 FFL 234.8 FFL 234.35 FFL 236 FFL 235.2 FFL 234 TOTAL APPLIC­A­TION AREA 19,220M2 (OUT­LINED IN RED) FFL 234 FFL 233.6 49 FFL 232.25 50 38 32 FFL 231.6 FFL 230.4 FFL 229.9 53 Plot Sched­ule Plots ⁴⁵⁄₄₆, ⁵⁰⁄₅₁, ⁵²⁄₅₃, ⁵⁸⁄₅₉ 3 Bed­room Semi-Detached Rear Aspect Plots ⁵⁴⁄₅₅, ⁵⁶⁄₅₇, ⁶⁰⁄₆₁₃ Bed­room Semi-Detached Front Aspect Plot ⁴⁷⁄₄₈ 2 Bed­room Semi-Detached Plots 43, 44, 493 Bed­room Detached Rear Aspect Soil dis­pers­al area FFL 226.8 56 FFL 226.6 57 39 55 FFL 226.7 54 FFL 226.5 40 44 FFL 226.4 226.4 FFL 226.2 58 FFL 226.2 RS McLeod Title: Site lay­out Build­ing Con­tract­ors 19 units, Dulicht Court Scale: 1:500 on A1 Drawn by: M. Hogg Date: 1^st Julyl 2022 Draw­ing no: RSMD/GOS/SL/001 Rev A Reve­on Issues Kylin­tra Burn NORTH

DO NOT SCALE IF IN DOUBT ASK ! N LEGEND Exist­ing major ground level con­tour 65.0 Exist­ing major ground level con­tour 63.0 6.20+ Pro­posed fin­ished level FFL 7.37 Pro­posed floor level EFB Pro­posed slopes Exposed Facing Brick 235.9m ntra Burn Dis­mantled Rail­way Spreads New Deten­tion Basin H 92 22 38 96 DULICHT COURT 유 20 Revoan 38 40 39 41 BEACHEN COURT DULICHT COURT 55 Kylin­tra Burn 53 51 Issues Pond G & D ENGIN­EER­ING SER­VICES LTD 1 Stan­house Cres­cent, Dun­ferm­line, Fife, KY11 8YX, Tel 01383 842903 PRO­JECT TITLE: RS McLeod, Dulicht Court Phase 2b, Grant­own on Spey DRAW­ING TITLE: Pro­posed Site Levels DATE :April 2023 SCALE :1:500 AO E MAIL: GDENGO1@​AOL.​COM DRAWN BY: DC DRAW­ING NO. 10223/PD1 22

Please Quote Our Ref: G G&D Engin­eer­ing Ser­vices Ltd 1 Stan­house Cres­cent Dun­ferm­line, Fife KY11 8YX Tel: 01383 842903 Development

At

Dulicht Court Phase 2

Grant­own on Spey

RS McLeod Limited

Sur­face Water Man­age­ment Plan 10223 – 0412

April 2023

Registered in Scot­land No. 508159