APPENDIX B. Commission de l escarpement du Niagara

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Niagara Escarpment Commission 232 Guelph St. Georgetown, ON L7G 4B1 Tel: 905-877-5191 Fax: 905-873-7452 www.escarpment.org

Commission de l’escarpement du Niagara

232, rue Guelph Georgetown ON L7G 4B1 No de tel. 905-877-5191 Télécopieur 905-873-7452 www.escarpment.org July 3, 2020

TO: Applicant/Agent/Owner; Assessed owners of land within 120 m of the subject property; Consulted Agencies, parties who requested Notice or are considered to have an interest in the Decision.

RE: NOTICE OF DECISION

Development Permit Application: N/C/2018-2019/64 103 Overholt Road

Town of Pelham, Region of Niagara

_____________________________________________________________________ Attached is a Notice of Decision from the Niagara Escarpment Commission regarding an application for a Niagara Escarpment Development Permit.

You have the right to appeal this decision. If you have reason to appeal, you must submit a completed Appeal Form or a written letter, specifying your reasons for appeal, within 14 days of the date of this letter.

An Appeal Form can be downloaded from www.escarpment.org. If you submit a written letter of appeal, please include your name, address, daytime phone number, e-mail address and your fax number. The completed Appeal Form or the letter of appeal must be mailed or faxed to this office (address and fax # above) or sent by email to

[email protected].

Please note that the last day that appeals may be received is: July 17, 2020 (midnight). The Commission’s decision is confirmed if no appeal is received within the 14 days. If the Commission's decision is appealed, a Hearing Officer will be appointed by the Minister of Natural Resources and Forestry to conduct a Hearing. The Hearing Office may contact you for additional information regarding your appeal, and all parties will be notified by mail of the time and location of the Hearing. If you appealed you are expected to attend the Hearing to present your reasons for appeal. If the appeal is withdrawn or the appellant fails to appear at the Hearing, the Commission’s decision is confirmed. If you have questions about this process, or about the details of the Development Permit application, please contact me at [email protected].

Yours truly,

Dmitry Kurylovich, (A)Senior Planner

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NOTICE OF DECISION

OF THE NIAGARA ESCARPMENT COMMISSION REGARDING

AN APPLICATION FOR A DEVELOPMENT PERMIT UNDER SECTION 25 OF THE NIAGARA ESCARPMENT PLANNING AND DEVELOPMENT ACT,

R.S.O. 1990, CHAPTER N.2

FILE NUMBER: N/C/2018-2019/64

LOCATION: 103 Overholt Road

Town of Pelham, Region of Niagara

PROPOSED DEVELOPMENT:

On a 11.17 ha (27.6 ac) existing lot that is privately serviced and supports an existing agricultural use (apple orchard) and a single dwelling, to carry out the following

development associated with establishing an Agriculture-related Use (cidery):

•To convert an existing ± 365.71 sq m (± 3936.5 sq ft) agricultural accessory structure (pole barn) to a structure supporting an Agriculture-related Use (cidery

production/processing building);

•To convert an existing ± 89.77 sq m (± 966.3 sq ft) agricultural accessory structure (timber frame barn) to a structure supporting an Agricultural-related Use (cidery tasting room);

•To construct a ± 38.49 sq m (± 414.3 sq ft) connection between the two proposed cidery buildings to support the Agriculture-related Use;

•To construct a ± 47.47 sq m (± 511 sq ft) patio to support the Agriculture-related Use; •To construct an attached ± 122.62 sq m (± sq ft) agriculutral accessory structure (drive shed);

•To construct an attached ± 27.28 sq m residential accessory structure (greenhouse); •To construct a detached, two-storey ± 89.88 sq m residential accessory structure (garage and storage);

•To install a new septic system to service the Agriculture-related Use; •To erect a sign to advertise the Agriculture-related Use; and,

•To realign the driveway and construct parking areas.

DECISION of the NIAGARA ESCARPMENT COMMISSION:

The application for a Development Permit, as described above, has been CONDITIONALLY APPROVED.

The Conditions of Approval are listed on the attached APPENDIX.

DATE: July 3, 2020 SIGNED: ________________________

Kim Peters, RPP, MCIP (A) Manager

THIS IS NOT A DEVELOPMENT PERMIT

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APPENDIX

CONDITIONS OF APPROVAL N/C/2018-2019/64 1. Development shall occur in accordance with the Site Plan, Development Permit

Application and Conditions as approved.

2. The Development Permit shall expire three years from its date of issuance unless the development has been completed in accordance with the Development Permit.

3. The landowner shall advise the Niagara Escarpment Commission in writing of the start and the completion date of the development. This notice shall be provided to the NEC 48 hours prior to the commencement of development, and within 14 days upon completion.

4. No site alteration of the existing contours of the property including the placement or

stockpiling of fill on the property is permitted with the exception of that identified within the development envelope in accordance with the approved Site Plan.

5. No vegetation shall be cut or removed from the development envelope except for that identified within the development envelope in accordance with the approved Site Plan.

6. All disturbed areas shall be re-vegetated and stabilized, in accordance with the approved Site Plan, by the end of the first growing season following the completion of site grading and building construction. All trees, shrubs and nursery stock shall be native to Ontario. Only in extenuating circumstances will non-native species be considered. Native plant material should be sourced from local plant nurseries when available; bush dug plant material is not acceptable.

7. Prior to the issuance of a Development Permit by the Niagara Escarpment

Commission, an accurate and detailed Final Site Plan shall be submitted to the Niagara Escarpment Commission for approval. The Plan shall include but not be limited to the following:

a) All drawings submitted must be drawn to scale (bar scale shown), reference the application number and address of the proposal, be dated (revisions as well) and denote the relevant consultant;

b) An accurate delineation of the approved development envelope with temporary erosion and sediment control fencing;

c) The accurate location of all existing and proposed development showing setbacks from the property lines, wooded area and top of slope;

d) Extent of all disturbed areas;

e) Extent and amount of fill removal or placement. Grading and drainage design including the areas of excavation and temporary or permanent fill placement. The type, quantity, quality and source location of any imported fill material must be accurately identified. Any fill material approved for importation under this Permit shall conform to the definition of “inert fill” per Ontario Regulation 347 and Table 1 of the Soil, Groundwater and Sediment Standards for use per Part XV.1 of the Environmental Protection Act, dated March 9, 2004;

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APPENDIX

CONDITIONS OF APPROVAL N/C/2018-2019/64

Condition 7 continued:

f) Final building design to be consistent with the information and drawings provided with the application and any modifications required by the Niagara Escarpment Commission. This would include, but not be limited to height to the peak of roof, area/square metres, architectural treatments, location of lighting and fenestration.

The approved Final Site Plan shall form the Site Plan referred to in Condition #1 and development shall proceed in accordance with the details of the approved Final Site Plan.

Commission the applicant shall submit, for the approval of the Niagara Escarpment Commission, final construction details for the proposed additions/structures including exterior elevations, floor area, height above existing and proposed grades, and the

number of stories. Upon approval, these plans will be stamped “NEC Approved” and shall form part of the Development Permit referred to in Condition # 1.

Commission the applicant shall submit, for the approval of the Niagara Escarpment Commission and the Region of Niagara, a Grading and Drainage Plan that shows all proposed development, and existing and proposed grades and drainage. Any grading or filling to be conducted on the property shall be designed to maintain existing overland flows and the Plan shall demonstrate this.

10. Prior to the commencement of any development, appropriate erosion/sediment

control measures (e.g. silt fencing) shall be implemented and maintained as shown on the approved Site Plan (Condition #1) until all disturbed areas are stabilized. The

landowner shall confirm the installation of the erosion/sediment control measures through the submission of photographs to the Niagara Escarpment Commission. It is the

responsibility of the landowner to implement, monitor and maintain all

erosion/sedimentation control structures until vegetative cover has been successfully established. Any deficiencies shall be addressed immediately.

11. All events shall be cidery-related and not exceed a capacity of 60 people. The events shall also be limited in number to not more than 15 per year and no more than 2 per month.

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APPENDIX

CONDITIONS OF APPROVAL N/C/2018-2019/64

12. Prior to the erection of a sign associated with the Agriculture-related Use (Cidery),

the applicant shall submit to the NEC a drawing showing the location and size of the sign and demonstrating that it meets the following criteria:

a. not be illuminated; b. be limited to one;

c. not exceed 0.9 square metres in size; and,

d. comply with municipal official plan policies and standards respecting signs.

13. This conditional approval expires one (1) year from the date of confirmation of the

decision to approve the Development Permit application. Conditions # 7, 8, and 9, of this conditional approval shall be fulfilled before the expiry date.

NOTES:

A. Should deeply buried archaeological remains/resources be found on the property during construction activities, all activities impacting archaeological resources must cease immediately; the proponent is to notify the Archaeology Programs Unit of the Ministry of Heritage, Sport, Tourism and Culture Industries (MHSTCI) (416-212-8886) and a

licensed archaeologist is required to carry out an archaeological assessment in accordance with the Ontario Heritage Act and the Standards and Guidelines for Consultant Archaeologists. In the event that human remains are encountered during construction, all activities must cease immediately and the local police as well as the Cemeteries Regulation Unit of the Ministry of Government and Consumer Services (416-326-8800) must be contacted. In situations where human remains are associated with archaeological resources, MHSTCI should also be notified to ensure that the site is not subject to unlicensed alterations which would be a contravention of the Ontario Heritage Act.

B. This Conditional Approval does not limit the need for or the requirements of any other applicable approval licence or certificate under any statute (e.g., Ontario Building Code, Conservation Authorities Act, Endangered Species Act, etc). The Niagara

Escarpment Commission Development Permit is required prior to the issuance of any other applicable approval, licence or certificate. As this proposal is subject to Site Plan Approval with the Town of Pelham, it should be noted that any required changes to the Site Plan that constitute development through the Site Plan Approval process that are not reflected in the NEC Development Permit will require additional approval from the NEC.

C. The Niagara Escarpment Commission supports the protection of the night sky from excessive residential and commercial lighting and recommends that the applicant obtain information on shielding the night sky through the use and operation of appropriate lighting fixtures. This information is available at www.darksky.org.

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Tw

elve M_ile

Cre_ek

Fifteen Mile Cree

k Tw elv_e M ile Cre_ek N i a g a r a P e n i n s u l a S h o r t H i l l s

REGIONAL MUNICIPALITY OF NIAGARA TOWN OF PELHAM CITY OF THOROLD CITY OF WELLAND

Pelham

Fonthill St. Johns Ridgeville Effingha m Kunda Pa rk North Pelha m Pelha m Centre Pelha m Corners T urners Corners E FF_IN GH AM S_T C A TA R A C T R D HWY 20 W R IC E R D TICE RD H A IST ST METLER RD CANBORO RD WELLAND RD C R_EA M ST PEL H A M ST M ER_R IT TV IL LE H W Y FOSS RD H W Y 40 6 ROLAND RD C EN TR_E ST HOLLAND RD KILMAN RD K_O TT_M EI ER R_D SIXTEEN RD SAWMILL RD H A N SL ER R D HWY 2 0 PORT ROBINSON RD HWY 20 E HANS LER ST MEMORIAL DR N IA G A R A ST FA YW EL L R_D LI N E A VE B_A LF O U R ST MERRITT RD ELLE_{R RD} BARRON RD W ESSE L D_R TOW PATH RD BEAVER DAMS RD ORCHARD HILL RD SEBURN RD PAGE DR EMMETT ST JOHN ST ROLAND RD H W Y 40 6 H A IST ST C R EA M ST C EN TR E ST

Niagara Escarpment Plan

Sub ject Property

Plan Designations

Esca rpm ent Na tural Area Esca rpm ent Protection Area

!!!!! !!!!!

!!!!!Esca rpm ent Rural Area

Pub lic Land (in Pa rks a nd Open Space System ) Roads

Wa terbodies Wa tercourse

U pper T ier M unicipality Lower/Single T ier M unicipality

NOT E: The Nia ga ra Esca rpm ent Pla n Designation bounda ries shown on this m a p are approxim a te and sub ject to confirm a tion through Site Inspection a nd the a pplica tion of the 'Interpretation of Bounda ries'

section of the Nia ga ra Esca rpm ent Pla n

´

0 380 760 1140 1520 M etres 1:50,000 Sca le Printed on M a y 14, 2018

T HIS IS NOT A PLAN OF SU RV EY.

T his ma p is illustrative only. Do not rely on it a s b eing a precise indica tor of routes, loca tion of fea tures, nor as a guide to naviga tion. Ba se derived from va rious sources.

M a p com piled and produced by the Geographic Inform a tion System s (GIS) Depa rtm ent of the Nia ga ra Esca rpm ent Com m ission,

M inistry of Na tural Resources Map 1A

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18₅ 190 19₅ 175 200 205 210 215 220 225 230 235 240 180 245 250 170 16 5 160 155 255 180 175 170 160 19₅ 16₅ 185 18 5 195 185 185 18 0 250 16 5 200 185 180 19₀ 165 190 175 18 0 175 235 170 185 17₀ 16 5 LOT 3 CON 6 LOT 1 CON 6 LOT 2 CON 6 LOT 4 CON 6 LOT 157 LOT 3

CON 5 CON 5LOT 2 CON 5LOT 1

LOT 163 LOT 4 CON 5 LOT 1 CON 7 LOT 2 CON 7 LOT 3 CON 7 LOT 4 CON 7 H_A IST ST METLER RD H_A N_SL ER S_T PEL H A_M ST OVERHOLT RD TICE RD HOLLOW RD S HORTHILL PL LO O K O U T ST Lot Configuration Subje c t Prope rty

Niagara Escarpm e nt Plan Are a Are a of De velopm e nt Control Roads

Wate rb od ie s Waterc ourse

Contour (5 me tre inte rvals) Uppe r Tie r Munic ipality Lowe r/Single Tie r Munic ipality Lot and Conc e ssion Bound ary P arc e l Bound ary

Are a of De velopm e nt Control Drawn for Convie nanc e Only. Re fe r to the appropriate Ontario Re gulation for an acc urate interpre taion

of the De velopm e nt Control Are a.

´

0 75 150 225 300 Me tre s 1:10,000 Sc ale P rinted on May 14, 2018

THIS IS NOT A PLAN OF SURVEY .

This map is illustrative only. Do not re ly on it as b e ing a pre c ise ind ic ator of route s, loc ation of fe ature s, nor as a guid e to navigation. Base de rived from various sourc e s.

Map c om pile d and prod uce d by the Ge ographic Inform ation System s (GIS) De partm e nt of the Niagara Escarpm e nt Com m ission,

Ministry of Natural Re sourc e s

Map 2 - Development Control Map 2 - Development Control Map 2 - Development Control Map 2 - Development Control

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LOT 1 CON 6 LOT 2 CON 6 LOT 3 CON 6 LOT 2 CON 5 LOT 1 CON 5 LOT 3 CON 5 LOT 157 LOT 163 H A IS T S_T METLER RD H_A N SL ER S T OVERHOLT RD PE LH_A M S T HOLLOW RD Orthophoto Tod d Barb e r N/C/2018-2019/64 Subje c t Prope rty Roads Wate rb od ie s Waterc ourse

Uppe r Tie r Munic ipality Lowe r/Single Tie r Munic ipality Lot and Conc e ssion Bound ary P arc e l Bound ary

Orthophoto Date : 1995-2015

´

0 50 100 150 200 Me tre s 1:6,423 Sc ale P rinted on May 14, 2018

THIS IS NOT A PLAN OF SURVEY .

This map is illustrative only. Do not re ly on it as b e ing a pre c ise ind ic ator of route s, loc ation of fe ature s, nor as a guid e to navigation. Base de rived from various sourc e s.

Map c om pile d and prod uce d by the Ge ographic Inform ation System s (GIS) De partm e nt of the Niagara Escarpm e nt Com m ission,

Ministry of Natural Re sourc e s Map 2C Map 2C Map 2C Map 2C

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18 9.8 9 ₁₉ 0.0 0 19 0.2 0 19 0.5 0 1 90 .8 0 1 91 .1 1 1 91 .4 1 1 91 .7 2 1 92 .0 0 1 92 .0 2 1 92 .3 3 1 92 .6 3 19 2.9 4 1 93 .2 4 1 93 .5 5 19 0.2 0 190.5 0 190 .80 191 .11 191 .41 191 .72 192 .00 19 2.0 2 19 2.3 3 19 2.6 3 192 .94 19 3.2 4 19 3.5 5 193 .85 194.0 0 189.28 190.8 0 191.1 1 191.4 1 191 .72 192 .00 192 .02 192 .33 192 .63 192 .94 193 .24 C E N T R E O F R O A D C E N T R E O F R O A D E D G E O F R O A D E D G E O F R O A D A .C U N IT F F E = 1 9 3 .8 3 W E L L 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 0m5 m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m m05 m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 05 m m 5 0 m m 05 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m m05 m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 5 0 m m 50 m m 1 0 0 m m 1 0 0 m m 1 0 0 m m 4 0 0 m m 2 0 0 m m 2 0 0 m m 3 0 0 m m 3 0 0 m m 4 0 0 m m 3 0 0 m m 03 0 m m 3 0 0 m m 2 0 0 m m P O S T A N D W IR E F E N C E

POST AND WIRE FENCE

PO ST A ND W IR E F EN CE P O S T A N D W IR E F E N C E

POST AND WIRE F_ENCE

POST AND WIRE FE_NCE POST AND WIRE FENCE

B O A R D F E N C E B O A R D F E N C E BOARD FENCE 7 5 0 m m 3 0 0 m m 3 0 0 m m F U E L T A N K F U E L T A N K P O S T P O S T P O S T P O S T e x is tin g m e ta l s h e d 1 S T O R E Y E X IS T IN G 2 S T O R E Y D W E L L IN G 1 STOREY C O V E R E D C O N C R E T E P O R C H C IS T E R N W O O D D E C K e x t. c o n c . p a d C O N C R E T E S T E P S B A S E M E N T E N T R A N C E W O O D S T E P S e x is tin g t im b e r fr a m e d b a rn w ith lo w b a s e m e n t + p a rti a l l o ft P R O P O S E D T A S T IN G R O O M g ra v e l p a rk in g a n d d riv e w a y EXISTING GRAVEL DRIVEWAY TO BE REMOVED 3 0 0 m m 3 0 0 m m 3 0 0 m m 3 0 0 m m 3 0 0 m m H P H P H P B P E D M B O X P R O P O S E D W H IT E C E D A R P R IV A C Y H E D G E E X IS T IN G A P P L E O R C H A R D e x is tin g s to ra g e p o le b a rn P R O P O S E D C ID E R P R O D U C T IO N 4-_C E LL_A Q U A W E_T LA_N D S_Y S T_E M ; 2 00 m ² E S T IM A T E D A D D IT IO N A L A R E A N E E D E D IF S O IL T T IM E = 5 0 m in /c m 1 0 ,7 0 0 L P U M P T A N K 3 0 ,0 0 0 L S E P T IC T A N K e x is tin g fr u it c o o le r P R O P O S E D G R E E N H O U S E P R O P O S E D D R IV E S H E D P R O P O S E D A C C E S S O R Y (T O D W E L L IN G ) G A R A G E /S T O R A G E T O M IM IC O R IG IN A L B A R N 3 5 ' 1 0 .6 m 1 2 3 4 5 6 7 8 9 2 6 ' 7 .8 m 9' 2.7 m 20' 6.2 m 1 1 .3 m r e x is tin g g ra s s a n d g ra v e l ra m p /p a th 19' 5.8 m P R O P S E D D R IV E A C C E S S 36' 10.9 m 16' 4.8 m 19 ' 5 .8 m 5.0 m E X IS T IN G L A W N A R E A P L E A S E R E F E R T O A T T A C H E D S E P T IC L A Y O U T P R E P A R E D B Y R IV E R C O U R T E N G IN E E R IN G F O R S E P T IC D E S IG N E X IS T IN G L A W N A R E A e x is tin g d riv e s h e d P R O P O S E D P A T IO P R O P O S E D C O V E R E D C O N N E C T IO N P R O P O S E D W A S H R O O M S

existing covered entrance

72' 21.9 m 1 8 ' 5 .6 m 3 0 ' 9 .3 m 2 0 ' 6 .0 m 3 4 ' 1 0 .4 m 28' 8.6 m 3 4 ' 1 0 .4 m 28' 8.6 m e n tra n c e e n tra n c e e x t. s u g a r m a p le + 1 9 3 .6 3 + 1 9 3 .6 3 + 1 9 3 .5 6 + 1 9 3 .1 6 + 1 9 3 .5 6 + 1 9 3 .5 0 + 1 9 3 .7 6 + 1 9 3 .8 1 + 1 9 3 .8 3 + 1 9 2 .5 7 + 1 9 3 .4 7 + 1 9 1 .3 5 + 1 9 1 .3 2 + 1 9 2 .0 9 + 1 9 2 .8 5

LEGEND

+000.00 EXISTING ELEVATION +000.00 PROPOSED ELEVATION DRAINAGE DIRECTION + 1 9 1 .7 7 + 1 9 1 .9 2 + 1 9 1 .9 0 + 1 9 4 .4 1 + 1 9 4 .5 8 + 1 9 4 .3 6 + 1 9 4 .3 7 + 1 9 4 .1 2 + 1 9 3 .3 7 + 1 9 4 .0 8 + 1 9 4 .5 8 + 1 9 4 .6 3 + 1 9 3 .7 7 + 1 9 4 .2 4 + 1 9 3 .3 9 + 1 9 3 .1 9 + 1 9 3 .0 0 + 1 9 0 .5 2 + 1 9 0 .1 2 + 1 8 9 .8 4 + 1 8 9 .6 2 + 1 8 9 .3 9 + 1 9 0 .1 5 + 1 8 9 .6 6 + 1 9 0 .6 0 + 1 9 0 .2 7 + 1 9 0 .6 9 + 1 8 9 .7 4 + 1 9 0 .2 4 + 1 9 0 .8 9 + 1 9 0 .6 9 + 1 9 0 .1 1 + 1 8 9 .6 1 + 1 8 9 .4 1 + 1 8 9 .3 2 + 1 9 0 .9 2 + 1 9 0 .6 6 + 1 9 0 .4 0 + 1 8 9 .3 2 + 1 9 3 .4 4 + 1 9 2 .4 4 + 1 9 2 .7 0 + 1 9 3 .5 4 + 1 9 3 .4 6 + 1 9 3 .7 5 + 1 9 3 .7 7 + 1 9 2 .7 1 + 1 9 3 .3 9 + 1 9 3 .0 5 + 1 9 3 .1 0 + 1 9 2 .8 2 + 1 9 2 .7 8 + 1 9 2 .8 4 + 1 9 2 .8 4 + 1 9 2 .9 5 + 1 9 3 .7 3 + 1 9 1 .8 2 + 1 9 2 .3 4 + 1 9 3 .3 9 + 1 9 2 .7 0 + 1 9 2 .7 8 + 1 9 3 .7 3 + 1 9 3 .8 3 + 1 9 3 .4 6 + 1 9 3 .7 5 + 1 9 3 .7 5 + 1 9 3 .2 7 + 1 9 2 .9 4 + 1 9 3 .4 4 + 1 9 3 .4 4 + 1 8 9 .6 2 + 1 9 2 .4 4 + 1 9 2 .7 1 E L = F F E = 1 9 3 .8 3

FINISHED FLOOR ELEVATION FFE F F E = 1 9 3 .8 3 *A L L G R A D E S A R O U N D E X IS T IN G 2 S T O R E Y D W E L L IN G T O R E M A IN T H E S A M E + 1 9 3 .2 5 F F E = + 1 9 3 .5 6 + 1 9 3 .5 6 + 1 9 3 .4 7 + 1 9 2 .5 7 + 1 9 1 .3 2 + 1 9 2 .0 9 + 1 9 3 .6 3 + 1 9 3 .6 3 + 1 8 9 .6 2 + 1 9 0 .5 2 + 1 8 9 .3 2 + 1 9 1 .4 2 + 1 9 0 .5 2 + 1 9 0 .5 0 5 4 .2 m D IS T A N C E T O 3 0 m W E T L A N D B U F F E R 3 6 .2 m T O S U R V E Y E D B U S H L IN E /D R IP L IN E . 3 0 m R E Q U IR E D . S E E K E Y P L A N F O R C L A R IT Y + 1 8 9 .7 6 + 1 8 9 .4 1 + 1 8 9 .9 9 + 1 8 9 .3 7 + 1 8 9 .9 5 + 1 8 9 .1 9 + 1 9 1 .4 6 8 .4 m 6 .7 m 1 0 .0 m + 1 9 3 .2 2 + 1 9 3 .1 3 + 1 9 3 .3 0 + 1 9 2 .9 2 + 1 9 0 .9 5

SILT FENCE DETAILS TAKEN FROM ONTARIO PROVINCIAL STANDARDS OPSD 219.130

P A C K A G IN G P R O P O S E D S IL T F E N C E + 1 9 3 .5 3 + 1 9 3 .2 2 + 1 9 3 .1 9 + 1 9 3 .1 9 + 1 9 2 .8 3 + 1 9 2 .5 6 + 1 9 1 .8 5 + 1 9 1 .0 8 + 1 9 1 .9 7 + 1 9 1 .1 6 + 1 9 0 .6 0 1 8 ' 5 .5 m + 1 9 3 .2 2 + 1 9 3 .1 9 + 1 8 9 .5 9 + 1 8 9 .6 1 98_' 30 .0 m 78_' 23 .7 m 11 6' ₃₅ .4 m + 1 9 3 .1 3 + 1 9 3 .2 2 + 1 9 3 .5 5 + 1 9 2 .3 3 + 1 9 1 .7 2 + 1 9 1 .1 1 + 1 9 1 .0 8 + 1 9 9 .9 2 + 1 9 3 .3 0 + 1 9 0 .9 5 + 1 9 2 .3 3 + 1 9 2 .6 3 + 1 8 9 .7 6 + 1 9 0 .6 6 + 1 9 1 .9 7 + 1 9 1 .1 1 + 1 9 0 .9 4

DISTURBED LANDS - INCLUDING 10m BEYOND

+ 1 8 9 .4 9 + 1 8 9 .7 4 + 1 9 3 .5 5 + 1 9 2 .3 3 + 1 9 1 .7 2 + 1 9 0 .6 0 + 1 9 2 .6 3 + 1 9 2 .6 3 + 1 9 1 .7 2 + 1 9 1 .7 2 + 1 8 9 .2 8 + 1 8 9 .2 8 + 1 8 9 .5 9 + 1 8 9 .5 9 + 1 8 9 .7 4 + 1 8 9 .8 9 + 1 8 9 .2 8 + 1 8 9 .2 8 + 1 9 0 .2 0 + 1 9 0 .2 0 + 1 9 2 .6 3 + 1 9 1 .7 2 + 1 9 1 .7 2 + 1 9 2 .8 4 + 1 9 2 .3 2 + 1 9 2 .1 8 1 9 2 .6 3 + 1 9 2 .6 3 + + 1 9 1 .7 2 + 1 9 2 .4 0 DRAWING DATE SCALE PROJECT NO. DRAWN CHECKED PROJECT DRAWING NO. GENERAL NOTES

P

R

E

L

IM

IN

A

R

Y

Contractor is to check and verify all dimensions and conditions on the project and report any discrepancies to the designer before proceeding with the work. Drawings are not to be scaled. Contract documents are the copyright of the consultants and shall not be used or reproduced without authorization. Documents are to be returned upon completion of the project.

REVISION SCHEDULE

The undersigned has reviewed and takes responsibility for this design, and has the qualifications and meets the requirements set out in the Ontario Building Code to be a Designer

All rights reserved. No part of this publication may be reproduced, transmitted, distributed or stored in a retrieval system for any purpose, in any form or by any means, without the prior written permission of Forestgreen Creations Inc.

Required unless deisgn is exempt under 2.17.5.1 of the building code

QUALIFICATION IMFORMATION

Todd Barber 22666

FULL NAME BCIN SIGNATURE

REGISTRATION IMFORMATION

Forestgreen Creations Inc. 30817

FULL NAME BCIN SIGNATURE

5/25/2020 10:44:32 AM 1 : 250 FC FC/TJB 17-032

26 Acre Cidery

103 Overholt Road, Pelham

Grading Plan

PR3.1

1 : 250 PR3.1 Grading Plan 1

# Revision Description Date

Re- Issued for NEC approval 10.11.2019

Issued For Site Plan Agreement 12.24.2019

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1 9 0 .8 0 1₉ 1 .1 1 1₉ 1 .4 1 1 9 1 .7 2 ₁ 9 2 .0 0 1 9 2 .0 2 ₁ 9 2 .3 3 19 2.6 3 1 92 .9 4 1 9 3 .2 4 1 9 3 .5 5 1 90 .2 0 1 9 0 .5 0 19 0.8 0 1 91 .1 1 1 91 .4 1 1 91 .7 2 19 2.0 0 1 92 .0 2 1 92 .3 3 1 92 .6 3 1 92 .9 4 1 93 .2 4 1 93 .5 5 1 93 .8 5 1 9 4 .0 0 1 89 .5 9 1 89 .8 9 1 9 0 .0 0 1 9 0 .2 0 1 90 .5 0 1 9 0 .8 0 1 91 .1 1 1 91 .4 1 1 91 .7 2 1 92 .0 0 1 92 .0 2 1 92 .3 3 1 92 .6 3 1 92 .9 4 1 93 .2 4 CENTRE OF ROAD EDGE OF ROAD A.C UNIT FLOOR ELEVATION=193.83 WELL 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 50mm 100mm 100mm P_O S T A N_D W IR_E F_E N C E

POST AND WIRE FENCE

P OS T A ND W IR E F EN C E P OS T A ND W IR E F EN CE PO S T A ND W IRE FE NC E BOARD FENCE BOARD FENCE B OA RD F EN C E 750mm 300mm 300mm FUEL TANK FUEL TANK POST POST POST POST existing metal shed 1 STOREY

EXISTING 2 STOREY DWELLING

1 S T OR E Y COVERED CONCRETE PORCH CISTERN WOOD DECK

ext. conc. pad

CONCRETE STEPS BASEMENT ENTRANCE CONCRETE STEPS WOOD STEPS existing timber

framed barn with low basement + partial loft PROPOSED TASTING ROOM gravel parking and driveway E XIS T IN G G RA VE L D RIV E W A Y T O B E R EM OV ED 300mm 300mm _300mm 300mm 300mm HP HP B PED _{M BOX}

PROPOSED WHITE CEDAR PRIVACY HEDGE existing APPLE ORCHARD existing storage pole barn PROPOSED CIDER PRODUCTION 4-CE LL A QUA WET LAND SYS TEM ; 200 m² 10,700 L PUMP TANK 30,000 L SEPTIC TANK existing fruit cooler PROPOSED GREENHOUSE PROPOSED DRIVE SHED PROPOSED ACCESSORY (TO DWELLING) GARAGE/STORAGE TO MIMIC ORIGINAL BARN 35' 10.6 m 1 2 3 4 5 6 7 8 9 26' 7.8 m 9 ' 2 .7 m 2 0 ' 6 .2 m 11.3_m r existing grass and gravel ramp/path 1 9 ' 5 .8 m PROPSED DRIVE ACCESS 36 ' 1 0.9 m 16 ' 4 .8 m 19' 5.8 m 5 .0 m

EXISTING LAWN AREA

PLEASE REFER TO

ATTACHED SEPTIC LAYOUT

PREPARED BY RIVERCOURT

ENGINEERING FOR SEPTIC

DESIGN

EXISTING LAWN AREA existing driveshed PROPOSED PATIO PROPOSED COVERED CONNECTION PROPOSED WASHROOMS e x is ti n g c o v e re d e n tr a n c e 7 2 ' 2 1 .9 m 18' 5.6 m 30' 9.3 m 20' 6.0 m 34' 10.4 m 2 8 ' 8 .6 m 34' 10.4 m 2 8 ' 8 .6 m entrance entrance ext. sugar maple SILT FENCE

*SEE PR3.1 FOR DETAILS

SILT FENCE *SEE PR3.1 FOR DETAILS

1 1 5 ' 3 5 .2 m 18' 5.5 m 10.0 m 8.4 m 6.7 m 81 ' 2 4.7 m 98' 30.0 m CENTRE O F ROAD EDGE OF R OAD

OVER

HOLT

R

OAD

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PRIVACY HEDGE TOTAL LOT SIZE = 11.17 HA 1330' 405.5 m EXISTING POND BUSH C EN T R E O F D ITC H BOTT OM O F BER M BO TT OM OF BE RM TOP OF B ANK TOP OF BAN K BUSH APPLE ORCHARD APPLE ORCHARD APPLE ORCHARD FIELD FIELD A P P L E O R C H A R D AREA OF WORK

H

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SIGNIFICANT WOODLANDS LEGEND

30m SIGNIFICANT WOODLANDS BUFFER SURVEYED BUSH LINE / DRIP LINE 30m WETLAND BUFFER 30_m R E_Q U IR E_D 54 .2 m SILT FENCE

*SEE PR3.1 FOR DETAILS

SILT FENCE *SEE PR3.1 FOR DETAILS

PROPOSED EVENT OVERFLOW PARKING 148.84 m2 194' 59.2 m 80' 24.4 m 2 0_' 6 .1 m Area Item 166.64 m² Existing dwelling 89.73m² Existing timber framed barn

47.47 m² Existing drive shed

38.49 m² 111700 m² Lot area

965.97 m² Total lot coverage

Existing metal shed 6.56 m² Proposed accessory garage/storage 89.77 m² Proposed greenhouse 27.82 m² Proposed drive shed 122.64m² Existing storage pole barn 365.71 m² Proposed covered connection

Proposed cider production-Existing storage pole barn.

(Capacity 30,000l with growth to 100,000l per year)

Proposed retail/tasting room

365.71 m²

SITE STATISTICS

Proposed cider production

(retail/tasting room basement) 137.2 m² 89.73m² Proposed retail/tasting room loft

Proposed retail/tasting room patio 47.47 m² Proposed accessory garage/storage loft

89.73m²

Proposed Septic System 1202.6 m²

Total area of on-farm diversified use 2795.5m² Laneway and parking 863.1 m²

% 0.15% 0.08% 0.04% 0.03% 100% 0.86% 0.005% 0.08% 0.02% 0.11% 0.32% Use Dwelling Cidery Farm Farm Dwelling Cidery Farm Cidery Cidery 0.08% Cidery Cidery 0.12% Cidery 0.32% 0.04% Cidery Cidery Dwelling 0.08% 0.08% Height to Peak 8.6m 7.1m 3.9m 3.2m 7.1m 4.6m 3.2m 5.1m 3.1m 1.07% Cidery Cidery 1.71% 0.77% Cidery DRAWIN G DAT E SCAL E PROJECT NO. DRAW N CHECKE D PROJEC T DRAW ING NO. GENERAL NOTES

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Contractor is to check and verify all dimensions and conditions on the project and report any discrepancies to the designer before proceeding with the work. Drawings are not to be scaled.

Contract documents are the copyright of the consultants and shall not be used or reproduced without authorization. Documents are to be returned upon completion of the project.

REVISION SCHEDULE

The undersigned has reviewed and takes responsibility for this design, and has the qualifications and meets the requirements set out in the Ontario Building Code to be a Designer

All rights reserved. No part of this publication may be reproduced, transmitted, distributed or stored in a retrieval system for any purpose, in any form or by any means, without the prior written permission of Forestgreen Creations Inc.

Required unless deisgn is exempt under 2.17.5.1 of the building code QUALIFICATION IMFORMATION Todd Barber 22666 FULL NAME BCI N SIGNATUR E

REGISTRATION IMFORMATION

Forestgreen Creations Inc. 30817

FULL NAME BCI N SIGNATUR E 2020-03-20 12:43:27 PM As indicated TJB TJB 17-032

26 Acre Cidery

103 Overholt Road, Pelham

Proposed Site Plan -Large 2

PR3

1 : 250

PR3

Proposed Site Plan - Extreme Enlarged 2 1

1 : 2000 PR3

Proposed Site Plan Key Plan 2

OVERHOLT ROAD

PR3

front perspective overall west 3

PR3

front perspective overall east 4

PR3

front perspective overall straight 5

# Revision Description Date

Re- Issued for NEC approval with updated layout - re-purposing the old

buildings

07.12.2019

Re- Issued for NEC approval 10.11.2019

Issued For Site Plan Agreement 12.24.2019