Harbor Management Commission

REGULAR MEETING – HARBOR MANAGEMENT COMMISSION AGENDA MAY 28, 2025, 6:00 PM BY ZOOM VIRTUAL MEETING To allow public access, anyone may access a meeting by telephone and/or Zoom, or a recording in the City of Norwalk YouTube channel. Specific instructions and links can be found at norwalkct.gov/meetings. Members of the public may call in to participate. Callers will not be able to see the meeting participants. All participants will be muted upon entering the meeting. To speak, dial *9 on the phone and you will be called on by the host of the meeting during the public comment section. All speakers must state their name and address. Comments must be on a topic on the agenda, and are limited to three minutes. Anyone disrupting the orderly conduct of the meeting, including by using threatening, hateful, or sexually-explicit language, will be removed. Please find the information using the link above. Members of the public who wish to provide "live comments" may also use the Zoom meeting platform. All participants will be muted upon entering the meeting. To speak, click the “raise your hand indicator” and you will be called by the host of the meeting during the public comment section. All speakers must state their name and address. Comments must be on a topic on the agenda, and are limited to three minutes. Anyone disrupting the orderly conduct of the meeting, including by using threatening, hateful, or sexually-explicit language, will be removed. Please find the information using the link above. Members of the public who wish to provide public comment are encouraged to submit those via email in advance of the meeting. For these comments to be included into the record, they must be submitted by 12:00 p.m. the day of the meeting. Please email Amelia Williams at amelia.williams@norwalkct.gov with the subject line “Public Comment” to provide written public comment prior to the meeting. I. CALL TO ORDER II. ROLL CALL III. PUBLIC PARTICIPATION IV. ACCEPTANCE OF MINUTES A. Regular Meeting: April 23, 2025 V. APPLICATION REVIEW COMMITTEE A. POCD Amendment Referral: Affordable Housing Action Plan, continued from last meeing B. 163 Gregory Blvd - Pre-Submission Consultation: Construct a residential dock C. 18 Marion Ave - Pre-Submission Consultation: Construct a residential dock Page 1 of 157  D. 18 Marion Ave - CAM Referral: Construct a new single family residence with associated site improvements on a vacant lot adjacent to Norwalk Harbor E. King Industries, Inc. - Renew a National Pollutant Discharge Elimination System Permit F. Canfield Island Bridge - COP: Repairs to the existing bridge to Canfield Island G. 22 Harbor View Ave - CAM Referral: Raise an existing single family residence to be FEMA flood compliant adjacent to the Norwalk Harbor H. 66 Calf Pasture Beach Rd - Pre-Submission Consultation: Replace deterioreated Cove Ascension bulkhead and seawalls with steel bulkhead and new breakwater I. 9 Nylked Ter - COP: Retain repairs to the lower seawall J. 48 Calf Pasture Beach Rd - COP: repairs to an existing steel sheet pile bulkhead K. 86 Bluff Ave - COP: Rebuild dock and shoreline retaining wall L. Text Amendment Referral - Zoning Regulation Text Amendment #2025-35 R to Articles 4, 6, and 9 VI. REPORTS A. Chairperson B. Shellfish Commission C. Staff 1. Harbor Master 2. Consultant D. Committee 1. Mooring and Harbor Safety 2. Finance 3. Plans and Recommendations 4. Newsletter/Website 5. Water Quality VII. ADJOURNMENT Page 2 of 157  LWRD License Application Pre-Submission Consultation Form Harbor Management Commission You need to complete and submit this form only if your town has a Harbor Management Commission. To the applicant- Prior to the submission of your license application to the Connecticut Department of Energy and Environmental Protection (DEEP) Land & Water Resources Division (LWRD), please complete Part I, below, and submit this form to your local harbor management commission (contact the town for the appropriate contact person) with a location map of your site and project plans. Once the commission returns the completed form to you, please submit it along with your license application to DEEP. Part I: To be completed by APPLICANT 1. Applicant/Registrant Information Name: Peter Cotaling Mailing Address: 163 Gregory Blvd City/Town: Norwalk State: CT Zip Code: 06855 Business Phone: Ext.: Contact Person: Title: Business Phone: Ext.: E-mail: 2. Engineer/Surveyor/Agent Information (list as applicable) Name: LandTech Title: Mailing Address: 518 Riverside Ave City/Town: Westport State: CT Zip Code: 06880 Business Phone: Ext.: Contact Person: Thomas Ryder Title: Senior Biologist Business Phone: 203-454-2110 Ext.: 120 E-mail: tryder@landtechconsult.com Service Provided: Site plan and application preparation 3. Site Location: Name of Site : 163 Gregory Blvd Street Address: 163 Gregory Blvd City/Town: Norwalk State: CT Zip Code: 06855 Tax Assessor's Reference: Map 3 Block 75 Lot 35 Name of Waterbody: Charles Creek 4. Confirm location map and site plans are attached. Date of plans: 1/8/25 5. Provide or attach a brief, but thorough description of the project. DEEP-LWRD-APP-001T Page 1 of 3 Rev. 09/02/20 Page 3 of 157  The project is to construct a residential dock consisting of a 16 foot long by 4 foot wide fixed pier supported by 4 piles, a 36.5 foot long by 3 foot wide ramp and 20 foot long by 5 foot wide float with a 6 foot by 5 foot landing supported by two piles. The dock provides water access to Charles Creek. DEEP-LWRD-APP-001T Page 2 of 3 Rev. 09/02/20 Page 4 of 157 Part II: To be completed by HARBOR MANAGEMENT COMMISSION This consultation form is required to be submitted as part of an application for a Structures, Dredging & Fill license (Connecticut General Statutes (CGS) Section 22a-361) and/or Tidal Wetlands license (CGS Section 22a-32) to DEEP LWRD. The application has not yet been submitted to DEEP. Please review the enclosed materials and determine whether the project is consistent or inconsistent with your local Harbor Management Plan. You may also provide comments or recommendations regarding the proposal. The Harbor Management Commission may still provide written comments to the Commissioner during DEEP’s public notice comment period. Should you have any questions regarding this process, please call LWRD at 860-424-3019. Please return the completed form to the applicant within 60 days of receipt or consistency will be assumed. Do not send a copy of the form directly to DEEP as it is difficult to track without an application number. HARBOR MANAGEMENT COMMISSION DETERMINATION: Check one of the following: The Commission has determined that the work as described in Part I of this form and attachments is CONSISTENT with the Harbor Management Plan. The Commission has determined that the work as described in Part I of this form and attachments is INCONSISTENT with the following section of the Harbor Management Plan: COMMENTS/RECOMMENDATIONS (or check here if attached: ): Signature of Commission Representative Date Print Name of Commission Representative Title DEEP-LWRD-APP-001T Page 3 of 3 Rev. 09/02/20 Page 5 of 157  Norwalk South, CT USGS 7.5' Map Series 3 6 31 73° 26' 6 32 73° 25' Norwalk North, CT 6 35 000 mE 73° 23' W 6 36 41° 7' N 41° 7' N 45 52 000 mN 45 52 000 mN 41° 6' Sherwood Point, CT 2 45 50 X 45 50 163 Gregory Blvd Norwalk, CT 41° 5' 45 49 41° 5' 45 48 45 48 FIGURE 2 41° 4' SITE 41° 4' 45 47 VICINITY MAP 45 47 73° 26' 6 32 73° 25' 5 6 34 73° 24' 6 35 000 mE 73° 23' W 0 .5 1 0 1000 2000 4000 5000 1 .5 0 KILOMETERS 1 NAD83/WGS84 UTM Zone 18 MILES FEET 1000 0 METERS 1000 © 2016 National Geographic Partners. Please refer to index map on page 1 for more details. User assumes all risk associated with the use of this map. Page 6 of 157 Regional Map Viewer February 12, 2025 163 GREGORY BOULEVARD, NORWALK, CT 1" = 100 ft Norwalk Information Print map scale is approximate. ID Site Address 103-3-75-35-0 163 GREGORY BLVD Critical layout or measurement Owner COTALING PETER activities should not be done using Co-Owner Owner Address 163 GREGORY BLVD this resource. MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT Regional Map Viewer makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of FIGURE 2 the GIS data presented on this map. ASSESSORS MAP Page 7 of 157  ZONE AE EL.=12 GENERAL NOTES 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 163 GREGORY APPROX. COASTAL BOULEVARD TAKEN FROM DATA ACCUMULATION PLAN PREPARED BY JURISDICTION LINE & ZONE AE EL.=14 ARCAMONE LAND-10.8 SURVEYORS LLC DATED 01/06/2025. HIGH TIDE LINE -7.8 2. TIDAL WETLAND LINE AS FLAGGED 1/3/2025 BY LANDTECH AND LOCATED EL.=5.4 BY ARCAMONE LAND SURVEYORS, LLC -4.2 -11.7 -11.7 1.1 EX. WALL RAMP -12.1 -4.7 2.8 FLOA -10.8 -6.1 5.3 -11.7 TF x 2.0 IAN LINE 11.0 N T 9.2 -9.4 EXTENDED RIPAR 0.9 #1 DOCK -12.0 -11.4 3.4 5.8 MONUMENT 1.2 2.9 TF 9.3 -3.2 11.5 .-7.7 -5.0 25.0' #2 5.9 FOUND & HELD -11.8 x -6.0 CONSERVATION 11.4 5 11.9 EASEMENT 5.8 CHARLES 75' ALONG M.H -5.2 EXISTING PATIO .-11.2 -5.9 11.5 2 12 STORY 4 -10.2 -10.4 RESIDENCE -4.2 -3.1 9.1 -5.4 0.9 5.7 FFE=15.2 -12 5.4 x11.4 11.6 -6.0 -11.50 -12.3 14.5 TIDAL ROOF TOP 3 -6 3.1TF -3 WETLAND LINE .W. 0.6 5.7 -2 #3 PARCEL "D-3" -7 CREEK -5 -4 -1 OVER PATIO -6.1 -10.4 -10 -9.6 -8 -6.2 -5.5 1 2 5.9 8,134± SF -2.6 0 0.187 ± AC. -11.9 -9 0.9 5.6 x 11.5 -11.4 -11 TF 6.0 -9.0 #4 3' WIDE STONE PATIO 3.1 RETAINING WALL -10 -11 -11.3 -10.2 0.8 -5 -9 5.8 T:\1. ACTIVE PROJECTS\25000-01 COTALING - 163 GREGORY BLVD., NORWALK\DRAWINGS\163 GREGORY BLVD - DOCK FIGURES.DWG -6 -7 -8 11.9 -6.4 -5.7 3.1 5.7 14.5 S28°08'54"W 9.1 -12.2 75.14' x 11.4 -11.4 5 11.8 11.2 3.5 BULKHEAD -12 CLOSURE LINE 6.2 (TYP.) STONEWALL 0.9 -6.3 x 10.8 -5.5 6 -8.4 6.5 -4.4 -10.1 TF 5.6 -4.5 8.9 8.8 -11.6 0.9 #5 EXTEND ED RIPARIAN LINE -10.0 -9.6 -6.2 -2.9 I. PIN SET -11.4 -11.1 -10.3 2.7 -11.9 -4.2 -6.0 APPROX. LOCATION 100 YEAR -11.6 -12.1 1.0 FLOOD LINE AS PER FIRM -11.8 APPROX. MEAN LOW MAP No. 09001C0534F NOT FOR CONSTRUCTION FLOA 9.2 5.6 WATER LINE EL.=-3.7 FOR8.7 REVIEW AND APPROVAL T APPROX. MEAN HIGH SCALE IN FEET BY PUBLIC AGENCIES ONLY WATER LINE EL.=3.3 DATUM = NAVD 1988 0 20 40 60 PREPARED FOR: SCALE PROJECT No. FIG-3 DRAWN BY: 1" = 20' SM PETER COTALING PROJECT LOCATION: Civil Engineering Site Planning 163 GREGORY BOULEVARD Environmental Science & Engineering Structural Engineering Land Surveying 25000-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 1/8/2025 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK EXISTING CONDITIONS REVISION DATE ISSUE 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com Page 8 of 157  ZONE AE EL.=12 GENERAL NOTES 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 163 GREGORY APPROX. COASTAL BOULEVARD TAKEN FROM DATA ACCUMULATION PLAN PREPARED BY JURISDICTION LINE & ZONE AE EL.=14 ARCAMONE LAND-10.8 SURVEYORS LLC DATED 01/06/2025. HIGH TIDE LINE -7.8 2. TIDAL WETLAND LINE AS FLAGGED 1/3/2025 BY LANDTECH AND LOCATED EL.=5.4 BY ARCAMONE LAND SURVEYORS, LLC -4.2 -11.7 -11.7 1.1 EX. WALL RAMP -12.1 -4.7 2.8 FLOA -10.8 -6.1 5.3 -11.7 2.0 x IAN LINE 11.0 N T 9.2 -9.4 EXTENDED RIPAR 0.9 DOCK -12.0 -11.4 3.4 5.8 MONUMENT 1.2 2.9 9.3 -3.2 11.5 .-7.7 -5.0 25.0' 5.9 FOUND & HELD -11.8 x 11.4 -6.0 CONSERVATION 5 11.9 EASEMENT 5.8 CHARLES -5.2 EXISTING PATIO .-11.2 -5.9 11.5 2 12 STORY 4 -10.2 -10.4 RESIDENCE -4.2 -3.1 9.1 -5.4 0.9 5.7 FFE=15.2 -12 5.4 x11.4 11.6 -6.0 -11.50 -12.3 14.5 TIDAL ROOF TOP -6 3.1 -3 5.7 WETLAND LINE -2 0.6 -7 3 CREEK -5 -4 -1 OVER PATIO -6.1 -10.4 -10 -9.6 -8 -6.2 -5.5 1 2 5.9 -2.6 0 -11.9 -9 0.9 5.6 x 11.5 -11.4 -11 6.0 -9.0 3' WIDE STONE PATIO 3.1 RETAINING WALL -10 -11 -11.3 -10.2 0.8 -5 5.8 -9 12" DIA. 11.9 A T:\1. ACTIVE PROJECTS\25000-01 COTALING - 163 GREGORY BLVD., NORWALK\DRAWINGS\163 GREGORY BLVD - DOCK FIGURES.DWG -6 -7 -8 A -6.4 -5.7 PILE (TYP.) 3.1 5.7 14.5 PROPOSED 25.0' 9.1 -12.2 PROPOSED x 11.4 -11.4 5' X 20' FLOAT MIN. 5 11.8 11.2 3.5 BULKHEAD -12 PROPOSED 6' X 5' 16' X 4' 6.2 (TYP.) FIXED PIER0.9 STONEWALL LANDING FLOAT -6.3 x 10.8 -5.5 6 -8.4 6.5 -4.4 -10.1 5.6 -4.5 8.9 8.8 -11.6 0.9 EXTEND ED RIPARIAN LINE -10.0 -9.6 -6.2 -2.9 I. PIN SET -11.4 -11.1 -10.3 2.7 -11.9 -4.2 PROPOSED 36.5' X 3' -6.0 APPROX. LOCATION 100 YEAR -11.6 -12.1 RAMP 1.0 FLOOD LINE AS PER FIRM -11.8 APPROX. MEAN LOW MAP No. 09001C0534F NOT FOR CONSTRUCTION FLOA 9.2 5.6 WATER LINE EL.=-3.7 FOR8.7 REVIEW AND APPROVAL T APPROX. MEAN HIGH SCALE IN FEET BY PUBLIC AGENCIES ONLY WATER LINE EL.=3.3 DATUM = NAVD 1988 0 20 40 60 PREPARED FOR: SCALE PROJECT No. FIG-4 DRAWN BY: 1" = 20' SM PETER COTALING PROJECT LOCATION: Civil Engineering Site Planning 163 GREGORY BOULEVARD Environmental Science & Engineering Structural Engineering Land Surveying 25000-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 1/8/2025 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK PROPOSED CONDITIONS REVISION DATE ISSUE 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com Page 9 of 157  GENERAL NOTES 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 163 GREGORY BOULEVARD TAKEN FROM DATA ACCUMULATION PLAN PREPARED BY ARCAMONE LAND SURVEYORS LLC DATED 01/06/2025. 2. TIDAL WETLAND LINE AS FLAGGED 1/3/2025 BY LANDTECH AND LOCATED BY ARCAMONE LAND SURVEYORS, LLC PROPOSED 16'X4' TIDAL FIXED PIER WETLAND TOP OF DECK EL.=11.5 LINE EXISTING TIDAL SHRUBS VEGETATION EXISTING STONE PROPOSED 6' X 5' RETAINING WALL PROPOSED TIMBER LANDING FLOAT TW=11.5± RAILINGS 42" HIGH PROPOSED 36.5' X 3' TO BE LOWERED RAMP PROPOSED IN FOOTPRINT OF PIER 5' X 20' FLOAT 15 15 10 10 CJL/HTL (EL. 5.4) 5 5 MHW (EL. 3.3) T:\1. ACTIVE PROJECTS\25000-01 COTALING - 163 GREGORY BLVD., NORWALK\DRAWINGS\163 GREGORY BLVD - DOCK FIGURES.DWG 0 0 12"Ø PILE (TYP.) MLW (EL. -3.7) -5 -5 25.0' O.G. -10 CONSERVATION EASEMENT -10 FLOAT STOPS O.G. - ORIGINAL GRADE -15 -15 NOT FOR CONSTRUCTION 0 10 20 30 40 50 60 70 FOR REVIEW AND APPROVAL SECTION A-A SCALE IN FEET BY PUBLIC AGENCIES ONLY SCALE: 1" = 10' DATUM = NAVD 1988 0 10 20 30 PREPARED FOR: SCALE PROJECT No. FIG-5 DRAWN BY: 1" = 10' SM PETER COTALING PROJECT LOCATION: Civil Engineering Site Planning 163 GREGORY BOULEVARD Environmental Science & Engineering Structural Engineering Land Surveying 25000-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 1/8/2025 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK SECTION A-A REVISION DATE ISSUE 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com Page 10 of 157  GENERAL NOTES 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 163 GREGORY BOULEVARD TAKEN FROM DATA ACCUMULATION PLAN PREPARED BY ARCAMONE LAND SURVEYORS LLC DATED 01/06/2025. 2. TIDAL WETLAND LINE AS FLAGGED 1/3/2025 BY LANDTECH AND LOCATED BY ARCAMONE LAND SURVEYORS, LLC N PROPOSED 5' X 20' FLOAT CHARLES GREGORY CREEK PROPOSED 6' X 5' T:\1. ACTIVE PROJECTS\25000-01 COTALING - 163 GREGORY BLVD., NORWALK\DRAWINGS\163 GREGORY BLVD - DOCK FIGURES.DWG BOUL LANDING FLOAT PROPOSED PROPOSED 36.5' X 3' 16' X 4' RAMP FIXED PIER 15 15 EVAR 10 10 5 5 0 0 -5 -5 -10 -10 O.G. - ORIGINAL GRADE -15 -15 0 10 20 30 40 50 60 70 D SECTION A-A SCALE: 1" = 10' COMMON FILL RESTRICTIVE LAYER REMOVE TOPSOIL AND REPLACE WITH SELECT FILL (SCARIFY SOIL PRIOR TO PLACEMENT OF SELECT FILL) 20 15 10 NOT FOR CONSTRUCTION 5 0 FOR REVIEW AND APPROVAL -5 SCALE IN FEET -10 0 O.G. - ORIGINAL GRADE 5 10 15 20 25 30 35 40 45 50 BY PUBLIC AGENCIES ONLY DATUM = NAVD 1988 0 60 120 180 PREPARED FOR: SCALE PROJECT No. FIG-6 DRAWN BY: 1" = 60' SM PETER COTALING PROJECT LOCATION: Civil Engineering Site Planning 163 GREGORY BOULEVARD Environmental Science & Engineering Structural Engineering Land Surveying 25000-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 1/8/2025 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK AERIAL VIEW REVISION DATE ISSUE 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com Page 11 of 157  LWRD License Application Pre-Submission Consultation Form Harbor Management Commission You need to complete and submit this form only if your town has a Harbor Management Commission. To the applicant- Prior to the submission of your license application to the Connecticut Department of Energy and Environmental Protection (DEEP) Land & Water Resources Division (LWRD), please complete Part I, below, and submit this form to your local harbor management commission (contact the town for the appropriate contact person) with a location map of your site and project plans. Once the commission returns the completed form to you, please submit it along with your license application to DEEP. Part I: To be completed by APPLICANT 1. Applicant/Registrant Information Name: Mario Lopez, Jay Greco and Thomas Wormser Mailing Address: ML Builders, PO Box 547 City/Town: New Canaan State: CT Zip Code: 06840 Business Phone: Ext.: Contact Person: Title: Business Phone: Ext.: E-mail: 2. Engineer/Surveyor/Agent Information (list as applicable) Name: LandTech Title: Mailing Address: 518 Riverside Ave City/Town: Westport State: CT Zip Code: 06880 Business Phone: Ext.: Contact Person: Thomas Ryder Title: Senior Biologist Business Phone: 203-454-2110 Ext.: 120 E-mail: tryder@landtechconsult.com Service Provided: Site plan and application preparation 3. Site Location: Name of Site : 18 Marion Ave Street Address: 18 Marion Ave City/Town: Norwalk State: CT Zip Code: 06840 Tax Assessor's Reference: Map 3 Block 68 Lot 31 Name of Waterbody: Norwalk Harbor 4. Confirm location map and site plans are attached. Date of plans: 12/4/24 5. Provide or attach a brief, but thorough description of the project. DEEP-LWRD-APP-001T Page 1 of 3 Rev. 09/02/20 Page 12 of 157  The project is to construct a residential dock consisting of a 78 foot long by 4 foot wide fixed pier supported by 12 piles, a 32 foot long by 3 foot wide ramp and 17 foot long by 8 foot wide float with a 7 foot by 3 foot landing supported by four piles. DEEP-LWRD-APP-001T Page 2 of 3 Rev. 09/02/20 Page 13 of 157 Part II: To be completed by HARBOR MANAGEMENT COMMISSION This consultation form is required to be submitted as part of an application for a Structures, Dredging & Fill license (Connecticut General Statutes (CGS) Section 22a-361) and/or Tidal Wetlands license (CGS Section 22a-32) to DEEP LWRD. The application has not yet been submitted to DEEP. Please review the enclosed materials and determine whether the project is consistent or inconsistent with your local Harbor Management Plan. You may also provide comments or recommendations regarding the proposal. The Harbor Management Commission may still provide written comments to the Commissioner during DEEP’s public notice comment period. Should you have any questions regarding this process, please call LWRD at 860-424-3019. Please return the completed form to the applicant within 60 days of receipt or consistency will be assumed. Do not send a copy of the form directly to DEEP as it is difficult to track without an application number. HARBOR MANAGEMENT COMMISSION DETERMINATION: Check one of the following: The Commission has determined that the work as described in Part I of this form and attachments is CONSISTENT with the Harbor Management Plan. The Commission has determined that the work as described in Part I of this form and attachments is INCONSISTENT with the following section of the Harbor Management Plan: COMMENTS/RECOMMENDATIONS (or check here if attached: ): Signature of Commission Representative Date Print Name of Commission Representative Title DEEP-LWRD-APP-001T Page 3 of 3 Rev. 09/02/20 Page 14 of 157  Figure 1 - Site Vicinity Map Norwalk South, CT USGS 7.5' Map Series 3 6 31 73° 26' 6 32 73° 25' Norwalk North, CT 6 35 000 mE 73° 23' W 6 36 41° 7' N 41° 7' N 45 52 000 mN 45 52 000 mN 41° 6' Sherwood Point, CT 2 18 Marion Ave. 45 50 Norwalk, CT 45 50 41° 5' 45 49 41° 5' 45 48 45 48 41° 4' 41° 4' 45 47 45 47 73° 26' 6 32 73° 25' 5 6 34 73° 24' 6 35 000 mE 73° 23' W 0 .5 1 0 1000 2000 4000 5000 1 .5 0 KILOMETERS 1 NAD83/WGS84 UTM Zone 18 MILES FEET 1000 0 METERS 1000 © 2016 National Geographic Partners. Please refer to index map on page 1 for more details. User assumes all risk associated with the use of this map. Page 15 of 157 Regional Map Viewer March 10, 2025 Figure 2 - Assessors Map - 18 Marion Ave. Norwalk, CT 1" = 100 ft Norwalk Information Print map scale is approximate. ID Site Address 103-3-68-31-0 16 MARION AVE Critical layout or measurement Owner SCULLEY JOHN B activities should not be done using Co-Owner - Owner Address 21 GREENVIEW RD this resource. MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT Regional Map Viewer makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map. Page 16 of 157  GENERAL NOTES N 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 18 MARION AVENUE TAKEN FROM ZONING LOCATION & TOPOGRAPHIC SURVEY PREPARED BY LANDTECH DATED 08/29/2024, REVISED TO 10/09/2024. CB RIVER 6 FH 4 CB V. = 12) DRIVE WV WV E" (ELE 2 ZONE "A SSWR MH FLOOD S V. = 14) ENUE MARION AV CB E" (ELE GV GAS LINE ZONE "V NE) 0 G FLOOD CB LI (LiMWA UP CONCRETE WALK WF M TIE LINE) -2 FRO M MHW (171.28' FRO #1 N86° 25' 04"E 94'± MEAN LOW WATER LINE ELEV. = -3.72 TW 7.5 AN LINE BW 3.0 WF EXTENDED RIPARI #2 -4 COASTAL TIDAL WETLANDS DELINEATED FP JURISDICTION LINE BY TOM RYDER (LANDTECH) ON ELEV. = 5.4 & MAY 14, 2024 HIGH TIDE LINE WF 8 ELEV.=4.6 #3 CONCURRENT WITH FACE OF SEA WALL TW 7.4 BW 3.9 S03° 34' 56"E 98.1 -4 WF #4 WF T:\1. ACTIVE PROJECTS\24231-01 LOPEZ, GRECO - 18 MARION AVE., NORWALK\DRAWINGS\DOCK PLANS\18 MARION AVENUE - DOCK FIGURES.DWG 4 2 #5 'LOT B' N03° 00' 51"E 96.18' LOT AREA: TW 7.6 9,117± SF BW 4.1 2'' 0.209± ACRES (TIE LINE)' NORWALK TW 7.8 BW 4.2 MEAN HIGH WATER WF LINE ELEV. = 3.3 #6 ROW OF 8 ARBORVITAE (TYP.) WF HARBOR #7 SEAWALL 8 59'± WF ' 51"W S80° 47 W LINE) S 89°45'11"W #8 M H 6 (TO LINE) 31.73' TO TIE LINE 0 2 (59.32' ARIAN TW 8.0 N 69°28'29"W DED RIP EXTEN BW 4.6 N/F 16.02' -2 JENNIFER HONAN 2 0 4 LUTHER 8 NOT FOR CONSTRUCTION -2 FOR REVIEW AND APPROVAL SCALE IN FEET BY PUBLIC AGENCIES ONLY DATUM = NAVD 1988 0 30 60 90 PREPARED FOR: SCALE PROJECT No. FIG-3 DRAWN BY: 1" = 30' SM MARIO LOPEZ & JAY FRECO PROJECT LOCATION: Civil Engineering Site Planning 18 MARION AVENUE Environmental Science & Engineering Structural Engineering Land Surveying 24231-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 12/4/2024 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK EXISTING CONDITIONS 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com REVISION DATE ISSUE Page 17 of 157  GENERAL NOTES N 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 18 MARION AVENUE TAKEN FROM ZONING LOCATION & TOPOGRAPHIC SURVEY PREPARED BY LANDTECH DATED 08/29/2024, REVISED TO 10/09/2024. -1.6 UP WF -2 0.8 #1 1.8 7.3 MEAN LOW WATER LINE ELEV. = -3.72 TW 7.5 RIAN LINE BW 3.0 WF 7.3 EXTENDED RIPA 7.4 #2 -4 COASTAL FP JURISDICTION LINE 7.3 ELEV. = 5.4 & HIGH TIDE LINE PROPOSED 25.6' -5.5 -2.0 WF 8 ELEV.=4.6 7.1 0.4 #3 STEPS PROPOSED CONCURRENT WITH 17' X 8' FACE OF SEA WALL 7.9 TW 7.4 FLOAT BW 3.9 2.3 -4 WF A 7.5 #4 WF 6.8 4 2 #5 -1.8 0.3 7.8 TW 7.6 BW 4.1 PROPOSED T:\1. ACTIVE PROJECTS\24231-01 LOPEZ, GRECO - 18 MARION AVE., NORWALK\DRAWINGS\DOCK PLANS\18 MARION AVENUE - DOCK FIGURES.DWG A 78' X 4' FIXED NORWALK WOODEN PIER 2.3 TW 7.8 PROPOSED PROPOSED BW 4.2 7.2 3' X 7' LANDING FLOAT -4.2 12" Ø TIMBER PILES MEAN HIGH WATER 12' O.C. WF LINE ELEV. = 3.3 #6 PROPOSED 8 PROPOSED BOAT LIFT 32' X 3' FIXED 1.9 RAMP WF HARBOR -2.1 0.9 #7 SEAWALL 8 WF 0.5 #8 6 NOT FOR CONSTRUCTION LINE 0 2 ARIAN TW 8.0 ED RIP FOR REVIEW AND APPROVAL E XTEND -1.5 BW 4.6 SCALE IN FEET N/F 2.3BY PUBLIC AGENCIES ONLY -2 JENNIFER HONAN 2 0 4 LUTHER DATUM = NAVD 1988 -2 -3.6 0 20 40 60 PREPARED FOR: SCALE PROJECT No. FIG-4 DRAWN BY: 1" = 20' SM MARIO LOPEZ & JAY FRECO PROJECT LOCATION: Civil Engineering Site Planning 18 MARION AVENUE Environmental Science & Engineering Structural Engineering Land Surveying 24231-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 12/4/2024 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK PROPOSED CONDITIONS 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com REVISION DATE ISSUE Page 18 of 157  GENERAL NOTES 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 18 MARION AVENUE TAKEN FROM ZONING LOCATION & TOPOGRAPHIC SURVEY PREPARED BY LANDTECH DATED 08/29/2024, REVISED TO 10/09/2024. PROPOSED 78'X4' FIXED PIER EXISTING STONE TOP OF DECK EL.=9.3 RETAINING WALL BOTTOM OF DECK EL.=8.3 TW=7.8± PROPOSED TIMBER RAILINGS 42" HIGH PROPOSED STEPS 15 10 O.G. CJL (EL. 5.4) MATCH LINE 5 HTL (EL. 4.6) MHW (EL. 3.3) 0 T:\1. ACTIVE PROJECTS\24231-01 LOPEZ, GRECO - 18 MARION AVE., NORWALK\DRAWINGS\DOCK PLANS\18 MARION AVENUE - DOCK FIGURES.DWG MLW (EL. -3.72) -5 -10 O.G. - ORIGINAL GRADE -15 0 10 20 30 40 50 60 70 SECTION A-A SCALE: 1" = 10' NOT FOR CONSTRUCTION FOR REVIEW AND APPROVAL SCALE IN FEET BY PUBLIC AGENCIES ONLY DATUM = NAVD 1988 0 10 20 30 PREPARED FOR: SCALE PROJECT No. FIG-5 DRAWN BY: 1" = 10' SM MARIO LOPEZ & JAY FRECO PROJECT LOCATION: Civil Engineering Site Planning 18 MARION AVENUE Environmental Science & Engineering Structural Engineering Land Surveying 24231-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 12/4/2024 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK SECTION A-A 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com REVISION DATE ISSUE Page 19 of 157  GENERAL NOTES 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 18 MARION AVENUE TAKEN FROM ZONING LOCATION & TOPOGRAPHIC SURVEY PREPARED BY LANDTECH DATED 08/29/2024, REVISED TO 10/09/2024. PROPOSED 78'X4' FIXED PIER TOP OF DECK EL.=9.3 BOTTOM OF DECK EL.=8.3 PROPOSED PROPOSED TIMBER PROPOSED 3' X 7' LANDING FLOAT RAILINGS 42" HIGH 32' X 3' PROPOSED RAMP 8' X 17' FLOAT 15 10 CJL (EL. 5.4) MATCH LINE 5 HTL (EL. 4.6) MHW (EL. 3.3) 0 O.G. T:\1. ACTIVE PROJECTS\24231-01 LOPEZ, GRECO - 18 MARION AVE., NORWALK\DRAWINGS\DOCK PLANS\18 MARION AVENUE - DOCK FIGURES.DWG MLW (EL. -3.72) -5 18" MIN. 12"Ø PILE (TYP.) FLOAT STOPS -10 O.G. - ORIGINAL GRADE -15 80 90 100 110 120 130 130 130 SECTION A-A SCALE: 1" = 10' NOT FOR CONSTRUCTION FOR REVIEW AND APPROVAL SCALE IN FEET BY PUBLIC AGENCIES ONLY DATUM = NAVD 1988 0 10 20 30 PREPARED FOR: SCALE PROJECT No. FIG-6 DRAWN BY: 1" = 10' SM MARIO LOPEZ & JAY FRECO PROJECT LOCATION: Civil Engineering Site Planning 18 MARION AVENUE Environmental Science & Engineering Structural Engineering Land Surveying 24231-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 12/4/2024 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK SECTION A-A 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com REVISION DATE ISSUE Page 20 of 157  GENERAL NOTES N 1. LOT LINE & TOPOGRAPHIC INFORMATION FOR 18 MARION AVENUE TAKEN FROM ZONING LOCATION & TOPOGRAPHIC SURVEY PREPARED BY LANDTECH DATED 08/29/2024, REVISED TO 10/09/2024. RIV ER DRI AVENUE MARION PROPOSED 17' X 8' PROPOSED VE T:\1. ACTIVE PROJECTS\24231-01 LOPEZ, GRECO - 18 MARION AVE., NORWALK\DRAWINGS\DOCK PLANS\18 MARION AVENUE - DOCK FIGURES.DWG FLOAT 3' X 7' LANDING FLOAT PROPOSED PROPOSED 12" Ø TIMBER PILES NORWALK 32' X 3' FIXED 12' O.C. RAMP PROPOSED STEPS PROPOSED BOAT LIFT HARBOR PROPOSED 78' X 4' FIXED WOODEN PIER NOT FOR CONSTRUCTION FOR REVIEW AND APPROVAL SCALE IN FEET BY PUBLIC AGENCIES ONLY DATUM = NAVD 1988 0 100 200 300 PREPARED FOR: SCALE PROJECT No. FIG-7 DRAWN BY: 1" = 100' SM MARIO LOPEZ & JAY FRECO PROJECT LOCATION: Civil Engineering Site Planning 18 MARION AVENUE Environmental Science & Engineering Structural Engineering Land Surveying 24231-01 NORWALK, CT Permit Coordinating & Management DATE CHECKED BY: 12/4/2024 TR Construction Management & Financing TITLE: PROPOSED IMPROVEMENTS FOR A NEW DOCK AERIAL VIEW 518 Riverside Avenue Westport, Connecticut 06880 203-454-2110 info@landtechconsult.com REVISION DATE ISSUE Page 21 of 157 James J. Bajek, LLC Coastal and FreSh WaferPermittiog John Pinto, Chai r of Application Rev iew Committee April 21, 2025 Nonvalk Harbor Managem ent Commission 125 East Avenue, Room 129 Norwalk, CT 06851 RE: Canfield Island B r idge Repai rs, Norwalk Dear Mr. Pinto: We are in the process of filing a Certificate of Permissio n application with the Connecticut DEEP fo r our client, Canfield J sland Special TaxingDistrict, to perform repairs at their existing bridge to Can field Island. Sec attached inspectio n report which includes photographs of the necessary work areas. This information is being provided to th e Commissio n a� part of the COP application requirem",11t. W e have also p rovided a copy of this informatio n to the Norwalk Shellfish Commission at the suggestion of DEEP perso nnel due to the fact that the b ridge is located in a natural shellfish bed a re a . The proposed wo rk is shown on the attached plan s and inc lude the followi ng: Existing Bridge Support Pilings-A fib erglass rei n forced plastic and carbon fiber sleeve will be installed around each piling to an approximate depth of2 ft below the substrate; metals reinforcing rods will be in serted between the sleeve and each piliog and an epoxy mortar will be injected through the sleeve into the voids. Timber Cross-Bracin gReplacem ent -The existing timber cross-bracin g under the bridge will b<: r eplaced with steel cross-bracings. Bridge Decking and Railings Replac emen t-The timber hridge decking and railings will be replaced. The bridge is still fully functio nal but in n�ed of th ese repairs as soon as possible. The repairs will be perfooned mainly by hand laoor with the use of a wo rk boats and work floats; a diver will be used for the underwater wo rk. It is expected that this work will take approximately 100 days to complet<i'. Please contact me if there are any que stions regarding this application. Sinc erely, �&jt- Jim llaj k e James J. llajek, LLC Attachments as stated cc: CTDEEP 4570 Bowen Bayou Road, Sanibel, FL 33957 Tel: (603) 930-4549 • jjbajek@comcast.net Page 22 of 157 James J. Bajek, LLC Coastal and Fresh Water Permitting Steven B artush, Chainnan Norwalk Shellfi sh Comm issio n April 21, 2025 Dept. of Health 137 East Avenue Norwalk, CT 0685I RE: Canfield Island Bridge Repaii:s, Norwalk Dear Mr . Bartush: \Ve are i n the process of filing a Certificate of Permission application with the Connecticut DEEP for our clie nt, Canf ield Island Special Taxi ng District, to perform repairs at their existi ng bridge to Canfield Island. See attached inspection report which includes photographs of the neccssaiy work areas. In a pre-application session with the CT DEEP they indicated that the bridge is located i n a designated natural shellfish bed area and they recommended that we consult with your office regardi ng the proposed repairs. The proposed work is shown on the attached plans and include the following: Existing Bridge Support Pilings-A fiberglass reinforced plastic and carbo n fiber sleeve will be installed around each piling to an approximate depth of 2 ft below tl1e substrate; metals rei nforcing rods will be i nserted between the sleeve and each piling and an epoxy mortar will be injected through the sleeve into the voids. Timber Cross-Bracing Replacement -111c existing timber cross-bracing under the br idge will be replaced with steel cross-bracings. Bridge Decking and Railings Replacement -The timber bridge decking and raili ngs will be replaced. ·nie bridge is still fully fiw.cti onal but i n need of these repairs as soon as possible. Toe repairs will be performed mainly by h and labor with the use of a work boats and work floats; a diver 'Viii be used for the underwater wor k. It is expected th at this work will take approximately I00 days to co mplet e . Please c ontact me if the re are any questions regardi ng this application. Sincerely, � �&j/£ Jim Bajek James J. Ba,jek, LLC Attachment as stated cc: Bill Mooney, NSC CT DEEP 4570 Bowen Bayou Road, Sanibel, FL 33957 Tel: (603) 930-4549 • iibajek@comcastnet Page 23 of 157  '• ·- MAJOR STRUCTURAL REPAIRS TO . EXISTING TIMBER FRAMED HS20 BRIDGE q .. Q--� -- .• "' .,.- ----------. o--·- Go gle \. I ·, " � \ / 0 0�P.W)l,WTA{N Cous:.titfiG E!l(;ffiEEP.S,PUC 2.02!,,JlL'tll3.'1TS TABLE OF CONTENTS I l?ESERVEI>. TINSEf/G(NE.E�G P(NJI S I PROTECTED8"CDPm.lGhiLAW , JJIJAf.m,'ORfZEDREPROO!JCTi'ON. SHEET TITLE DiSiRtSiffiON, OR USEOF TM'S PJ.AN. fN 'A!HOLEORfNPA!H IS ST R'Clti' C OVER PRo.'1lerTE:>. EC.1- 3 EXISTING CONOITIONS GMCE, PLLC • 9 Gllo)M,"£ 'H'«.'..-Cq,-..i,:i CS.I EXISTING TIMBERBRIDGE /SCOPE . � '-'t4J;l!i �--�,c-� ij ff�i.• l."4.$fJe -- CS.2 EXI STING BRID GE SECTION CS.3 CROSS lAMINATED TIIASoR DECK CANPi£LO fSl.ANO SPEC1A.£ SERYiCES TAX/,\'G D,'STR1'CT CSA FUTCH STRINGER & HOlO DOWN 3lSHO.�EHAVEIIROAO NORWALK CT 06855 CS.5 P1 LE CAP ASSEMBLY OAT!: /.O . Rtt. 4, t"CL5 CS.6 CROSS BRAC IN G \1 CO VER CS.7 GENERAL NOTES & SCHEDULES ,\fAJOR REPA IRS CANFIELD ISLAJ.'{) B.'?iOC-E CS.8 STRUCTURAL VIRAPELEVATI ONS SCALE CS. 9 STRUCTURAL WRAPDETAIL AS (Nf>i' CATED � SHEET COVER Page 24 of 157  - I_,1I I i :-- ):::...:_, - 1,-.J - - 'i .. ., . . ......,, .. I I. ,., ..,, . ., ,. ... ... "\ _, ! f:, ,;..• ...�' ,t ...... . . .•' _....,..tt_ � '. .. .,�•'; · • '"" . " , _, ,, ,· '•. / r•• •� , I : ...... , - � ,.• ... .',) : � . • / ',• \ • • / •i .. . .;, .. , ., ' �• •" ,, ,; ,.. .. .. .4, .. ' l,, •·, , .',· ,'>,.1 '$+ . .. � .' I ... 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"'' .... � ·•·.1 � "' . ' .. . .. ....: :: , I , f,:,C,.,.,.. ..,..L •' ,,_:.: '" ., / ... .' �-":,,..·· ..-,;,,,,:-·,.. ..,_ ;! I... -- 1,... .. .. � � - 1.- ·"'- ·'•· , .. ., . ✓ ,• , - 1 .• , lu • .. ---1. • ,, • --· ·:• • ' • • o.-�- .-t \ \ , • - , ' •- • •• ' .. .l •.--·· . , ,,•J / /·' , ... •_,,., ,. ,,.,. I ; ' \ ', ' ! . ' - .. ·•. ,. . . "{?"f •;.-,. , , •• ._ ' • ,w ' < •' · t ' I , . ' . , · , - , ' : ,., ·., , ·, , ';· • I ::.,·• •-' '' ,.:Z. • SOLl:>.'0 .�, � \ .,. ' , • . • . ,, ,. •,' , \ ...J / J, ,-• ' ,,, LONC ISLAND '• ' , , ·', ,· ..., . I\ •,., ; . ,,. ••¥,,. J ', .. ! .C. \1' • , .• / /.' . ... ', ,' ,.. ••.•, :!JI ,. �,. ,,.,, . . .-,- , • �� • t • ; ,. ... '. ', \ \' ''.:a.. \ ,_, ,' ., vr.>£� - ,, .. : : 'I -'• ... ·. .. , ·, .: , '! , ;' : ,. ! / ;',' • .' .. ,, • • •·•l• - • . .,_ ' '•.., •., ...' \ . . .. . /,. ', ' •" , � '', , ,• / . ,' .. . 8. C,Q)� '1 • ,' .. ' GMCE, PLlC • ,., • \ ', ·, .. . . ' ,.,,.. :.. • • I , ,, •" ' GENERAL LOCATION SURVEY ,...,,,...,,J)I!; . , . ., ' ; \ �(Tl'(G ,. , -- ,:'liowtt., · .• .' · , •' .. .. ..._. ,. .. �,.� .. SHOREHAVcN ROAD BRIDGE · ' ! .. \' • '-'O�IK, C<l"'-tC,cu- �»-\llo .... .,..J(J'• ". . '"'-1""St.se \\' . PR(P,wo FC� J AMES J. BAJ EK CANf.!£f.O fSlAND SPECIAL - ' • � �l $ERV.-.�$ TAXiNG DiSTRt'CT 32 $//0,qEHAVENROAD @ :»...►.• '-&, ''•:.1!\ii.c:-:.- 1\0RWALK CT066'55 ,_, ·-·-- '°' "- •· 0.,,--,t/= -... ·- _ -� - ·-_· -....~........,................. . DATE : APRfl 4, '2025 u.,. ,a &MEAD ,.. "'"ll<C\,.-. REDNISS f' ,:-, fXJS.TING CONDmo.vs KcYPf.AJI ,.,..,, .,.... _,_ ..,..,_. _.,..., ,_,.., ,, , __,_ ,______ ___ �, ,,_ MAIOfl. Rti'AfRS HIGH T IDE LINE = 5.4 ..... ., ........ _ ,...,_._ CANFiE LC ISi.ANOBkiOGE . , ........ , _ 8- COASTAL JURISDICTION LINE = 54 . ,..- � ......,,-...... .,....r__.., __ SCAlE MEAN HIGH WATER= 3.3 :,,....... ...... .........,_.... "''""_, , ,_, ...GLS ASINOICATEO MEAN LOW WATER= •3 .8 . ' ,_ ,,,.. • SUEET EC.1 Page 25 of 157  �- --- .. I ( J I ix ... x•&.2 "'l " (i ),/ I x-6.4 I I x·•-� n I --2.1 I I •I �/ o {'I I I I : I 0.7 / .\ X'.1)3' • I .. I I '' \ �I " I I '' I I I / I I x·SS '\ / "- /..._ 0 'I 8_,u. I I I -ii,4 X I I I " J x-6,0 ( I I ,J I I- I I I I l " x5 ·6 I I I I l x•5.l O / �-<; . / I � ·I." J / I / \ 15" UTILITY PIPE )( "6 2. x·6.1 ' I ,sf"";\,=;;c,,'-'-l'.i--,_'-'.I,'-# 24 / / I f '· ·' / Top=9.00 I x- I / I / I \ / Pile I I ··'t I IP e il I I I PIie I Pil e Pi!e I Plle "",, I I I "3 .2 0 (DEC h< o 1 I 0 x9.a.J x8.95 I xS.84 ( CK) Pi le 1 ' 0 Pite / Pile O I I I {OEqK> ' I t;ie / \OEO<Jpue (OECK) ,rU} Pile 1 (DECK) I ,c-3. I : f/ I Pile I 0 ' Pj;& 1 Pile Pile PIie I Pile I I I / I / I I ' / x·1,5I .,, f I I I I I I •· I ---- I I I I / ,7 -- ;,--- --x-5--.6_ �_ ,. __ L RIPRA - / : I I -, ---·----- -- f!f, .;;� C LLC --- ' 0 ,J // � -� "i:loJlo'.i� . I / � -0.8 I ,.'9., ....,;;t!l 'i J J I x-'-3 J I / I I / x•G,3 � ...... .,p:,,."""""' •,AA.»�� -- ,,, ,,."" I I / / J l I / / :,(-2.0 / ,,,- ,,, I / J / x·6-,i I C.1,J,1FJ££D !SfJSRDSPCC!Al I I SCRYfCES TAX!A"3 D.tSTR.'CT 32 SHO'U:HAVEUROAD NORW'1LKCT06856 DATE: APRA.i ,ans HIGH TI DE LINE = 5.4 EXISTING CONDIT'1 0N SAP.EAA COASTAL JURI SDICTION LINE = 5.4 MAJOR REPA!l?S CANFiEI.O !SlAh' D 8R10Gf MEAN HIGH WATER= 3.3 0 20 40 MEAN LOW WATER= -3.8 SCALE 1:20 SHfET EC.2 Page 26 of 157  I I x ·6A I I I I I I I I ,, I ,r.6 I I I :x-5.7 x·S.3 I I I fO I lx-3 7 I I ! I I I I Xi�.t I J I x ·O.b I I I I I I I I \� ' I I \\ I I ' I I I I I I I \ I I I I I I I I £ I I I \ I 1.6 I I I I I / x·S.O I x-6 3 / I I xOS x •5.& x·5.5 I I I I J I x ·0 ,1 I I I )l.•>.O I I I I I -w!,:,,U, I 13- l _ I I x•0.1 \ I - • I I I Pile 1 Pile / Pile Pil<r Pile I Pi le Ij I j • I P I I , 1 I I I .,, � .70 O I I i� ;1e BRIDGE Pt!e1 !?. I (l)ECK ) Pile IPil e...(DEC . K) P1· e 1 ,/,,8.65 "C(OEC I 0 I xB,65 I 'o I I I I I f Pife &a.s1 1 1 1 1 I 1 1 1 I K) Pile , (DECK) 'Pile I I, I I I 1<DECKJ, , , r 1 , 1 , 1 , r, ,, Ile _,_ Sl'�e Pf!e I ..L - v, I Pi le o ' I -'- L- I I I l. Pile .... Pi!e I ri!e Pije / I I , I I / / \ \ 0.8 I I ', x •2..t. I I ,, / I '' ' '' ' x •1.3/ '' 0.5X\ ' I / I I ' , I ........ .... I \ \ , 1 -....L. - I I "\ I ·0.1 OVERHEADWIRES--x-:s /- -- - GMCE,PLLC - - --­ ---- I \ I f,:-.C,/J::l\> lf • - ' ____ _. os-)..,__ "" ___ _ l I 0.3X !.H'11.'.ott�: x-" 2 / I I -,-- � ., .. �:.iu ... \ I I 1 r ' ',\ Xl�,._�V(1>• , _____ --.. ) : I I I �,;.,.-(':'4$$ x-6.0 _,_ �.J.8 I x·2, 8 \ \ I \ ' " 'I \ I \ \ CANFiCLD ISLAND sPECIAJ. lu -\x0,1 I \ SERVICES T,:Xi/lGDISTRICT 32 SHOREHAVEN ROAD //ORWALK er 06855 DATE: APRJ.1.. 4. 2IJ2 5 HIGH TIDE LINE = 5.4 £XJST1'NGCOIIOJTION$AR£A 8 COASTAL JURISDICTION LINE = 5.4 MAJOR WAJ.'?$ MEAN HIGH WATER= 3.3 CANFiE(.Q ISLAND 6RiDGE 0 20 40 MEAN LOW WATER= -3.8 SCALE 1:20 S/-1£Ei EC.3 Page 27 of 157  ,._ - - �� - - '<-- �---r- ��- - - --� - - - - - � � ;.-=:;;;.� n- \ ,I L_ ___ _ --- -�- - -- ·--.. -- - -·.:- -··--.it-- --... - - - - ...-,.----.- ---,, ---,- -�- - - �--- -� 20' 40' A CS( I PU-.!/, ,313• ORID'JE DfC,< AS INO rCATEO I 4 l ------- -- - e=9 .. -!= - L -�-.:.� =, I( .,.. ;J '\ y , ., � � n: ,.,. ·-- :.. � i ::1: ,. -!:': � ti .:;::rJ - .L �- � . :;J t j ; ✓ 20' '1!' 0 S PLAN, ERJDGE FP.J,.M;NG &AILES CS2 CS.1 ASIND JCATEO ��liiijjB/�ii!ii�!!.�F!(iiiel1�5i���)l;lae,;i'9t,i!s!iliir:,.r;-li!iJ� !il!ijjii�!ai!i/iem��iiaa!�a�lil¥.ti.iil l' -� --� (I ·- -r-- - u-- I •) I I--�- s� , r - -__ ,___ -If---�-, -�- _j - -L - , 11 -_, _ - •- �- -,II Ji ---f --- --, ·'- ...1,,. -� -J.. ' -,- � ._ �-\t,__ ,_ -,' -.� -,' ' 20' 40 ' C -- - IIORTHELEVATJON CS.t AS INDICATED GMCE,PllC a,�,�H ' iet'lll�f • .�.... 'V<»'') SCOPE OF WORK §COPE OF WORK/CONTI :r��·,;v.�-�� •�l�'l)-r4)� ' -- 1 . GENERAL. STRUCTURAL STEEL, FIBERGLASS REINFORCED PLASTIC (FRP), ANO CARBON 5 . CROSS BRACING. REPLACE EXIST!II G TIMBER FRAMED CROSS BRACING WITH STRUCTURAL FIBER IMPROVEMENTS TO AN EXISTING HS20 RATED TIMBER BRIDGE WHIL E KEEPING THE STEEL ANO REMOVE LOl' IER RIBBON TO REDUCE DRAG COEFFICIENT OF THE BRiDGE TO CANFJfiD ISLAND SPECIAL SERV/CiiS TAXINGD1sm.v;1 !:XISTING BRIDGE OPERATIONAL THROUGHOUT PHASEO /MPI.EMEIITATION, VELOCITY WAVE ACTION 3'2SHOREHAV£NROAD IIORWAlK CT 06555 2 . STRUCTURAL STEEL. FUTCH GALVANIZED STRUCTURAL STEEL MEMBERS TO EXISTING 6 . WA TERPROOF/NG. ADD WATERPROOF/NG MEMBRANE TO DECK TO PROTECT STRUCTURAL TIMBER FRAMED MEMBERS TO/1,IPROVE PERFORMANCE, DURASillTY, AND STRENGTH WITH ELEMEN TS FROM DECAYAND OETERIOf,AT/011 DUE TO DRY ROT. DA TE, APR#.• · 2R5 MINIMAL DISRUPTION TO THE ENVIRONMENT AND IN KEEPING WITH FEDERAL HIGHWAY ADM/11/STRA T/ON GOALS FO!t MAXIMIZING ENVIRONMENTAL JUS TICE . EY.1$ 11NG TJJ�R BRIDGE lSC O,Of 7, TRAVEL LANE . CHANGE ORIEi/TA T/OM OF RUNNING BOARDS Ill LI.VE WITHTIRE MOVEMENTS MAJQqREPAJRS TO REDUCE AMBIENT NOISE ON THE ENVIRONMENT AND VIBRATIOI/ ACTING ON THE BRIDGE. CAfi.'Ftf.£0>SJ.ANOBRIDGE 3. PILE ¥/RAPS, RETROFIT STRUCTURALLY REINFORCED FRP PilE WRAPS WITH CARBON FIBER REINFORCING ROOS TO IMPROVE LATERAL STABILITYAND PROTECT PILESFROM INVASIVE 8. MAINTAIN BRIDGE OPERATIONS THROUGHOUT PHASED IIAPI.EMENTAT/011 OF THE PROJECT SCALE SPECIES OF MARINE BORING WiLDLIFE. WITH MAX8-HOUR CLOSURES DURING DECK REPU.CEMENT WORK. ASJNOI CATED SHEET 4 . OECK. REPLACE EXISTING PLANK DECK YrJTH CROSS LAMINATED SmUC TURAL DIAPHRAGM ADO/NG STRENGTH TO RESIST lATERAL AND VEHICULAR FORCES. � -- CS.1 Page 28 of 157 NOTE I. ASSUMED MECHANICAL PROPERTIES OF EXISTING CHLOROCARDIUM RODIE/ (AM "GREENHEARTJ PILES. SP PT TI MBER GUARD RAILP OSTS, RAILS, /. I DENSITY: 63 LBSlCF -,r--- , � - ANO WHEEL GUARD WITH SCUPPERS 1.2 JANKA HARDNESS : 2,530LBF 2X12 S P PT DECK 1.3 MODULUS OF ELASTICI TY(STIFFNESS}: 6X1$ BONGO$SI TIMBER STRINGERS 3,573,/)()/) PSI � 1.4 MODULUS OF RUPTURE (BEIIO/f/G): 26,900PSI 1.5 CRUSHING STREIIGTH : 13.290PS I - BONGOSSI TIMBER PILE CAPS / (@),@j- ' , @ @ �- 5.4 @ ·@ b I '> / / BONGOSSIMIXEDWITHSPPT MHW 0 I TIMBER CROSS BRACING S3.3 '\/ / @. GMCE,PLLC .- il�....,• P£ CHLo.qoCARDIUM RODIE( 1;�•w•,4,,1 Jlltot1 ,,.,.,XA!; "GREENHEART" PILES -----1-0 w�\I>•...,;(:,,, � -- •�t•� CiVIFl:tD ISI.A,VO SPEC/Al SERV!'CES TAXING DtSTRJCT 32SHORE/IAVENRQ,IJ) @ @ NORWALK CT-06855 MUDl/NE DA1"E, APRP. J, 2025 VARIES ,X,$/1NG BRIOGE S€Cll()N YA.IORPEPJJRS CANFfEaJ 1$lANDBRfDGE SCAlE HIGH TIDE LINE = 5.4 ASJNDfCAJ'fO �/,ILW COASTAL JURISDICTION LINE= 5.4 SHEET I' 2' MEAN HIGH 1NATER = 3.3 CS.2 .J. 8 0 EASTSECTiOJl(TYI') MEAN LOW WATER = -3.8 CS: l'6" - -- - Page 29 of 157  CROSS LAMINATE RUNNING COURSE 2X10 SP2 PT 0.67 CCA TIMBER PILES , PILE CAPS, ANO CROSS BRACING BELOW HEART P/1/E DECK BOARDS THROUGH BOLTED TOSTRJNGERS CROSSLAWNATE 2X12SP2PT0.67CCA 'V-1 ··- - - - --- -- - •- - - ·'!-- - � -- �- · ·---� - - ------ -- .,.,. �- - ·0 'J ')) "\r. ---- ... , , ,..-.--,, :-·- F CS, 3 20' 40' £ Pi.AN . STRI/Crvt:..<LDECI(. CS .1 ASINOJ CATEO {f) 4Xf2HEART PINE DECK CROsSLAMINATE RUNMNG COURSE WATERPROOFING t,/E,\IBRANE 2Xf0 SP2 PT 0,67 CCA 2X10 SPPTCROSS LAM INATE WEAR:NGCOURSE. SCREWED TO lAM1NATE C ·GJJ>IKJU'ITA!UCONS U!.11.'iG CROSS LAMINA TE CROSSLAMfliATE ENG¥\'i:ERS. P!l.C2''2S. I.IL �Gtl1S COUFISE 2X12 SP2PT 0.87CCA 2X12SP PT CROSS RE�VE/J, THIS ENG»,'!ER.'h'GA.ANIS LAMINATE. SCREWED TO DECK PRDTECTEO FJYCCPYRfGn'r!A\'I U,iAt.,'TH ORtZ&J REMOOUCTIOII. A 'SNWir.tO.v . ORUSE O!' 1H.'SPu.'1. 1H c . , ,'IH:JI.E ORfl'i.l�ART JSSTRIC1l.Y r P,qOJ-J.,arrco . .,...-; GMCE,PLLC .. �.i;JI,� f • T iW'M,\».• . .., I"' �,....1, D.;. ! , � (,)'�llrr"'t-"'��;w,, +'l�◄!ll!,� '� ' --- � (i) C15X33.9 GS STRINGE« CANFfELOISLMO ' $PE ClAl. SER\1CES TAXING DISTRICT 32 SHOR£H.4\'EUR0/..0 NORWALKCT 06'855 (4) 8X.W GS HEXHEADS PER SOARD COUNTERS�NK OA1 i;· APRA, 4,202 $ '--- HEART PINE DECK BOARDS TH,�OUGH (4) LOCK NUTS ANO WASHERS EACH CONNECTION TO STRINGER CROSSLAWNA.TED TJMtiERDfCK BOLTED TO STRINGERS MAJORREPAfR.$ CANFJfl..D ISUJID SR! f;GE I' 2' 5' 10' SCALE F !ASTStCT!< J,Y( rVPJ G f,!STSECT!'CN(TYP) AS JN D,'CA TED CS,3 J1S I NOJCAT£D CSJ AS INDICATED SHEET CS.3 Page 30 of 157  (2)C15X33.9 GSFUTCH PLANE LEVEL TO T08 ---..._ (4) 1 • GS GRADE 5 COURSE THREADED ROD@ EPOC (8) OGEE GS WASHERS /4/B'X 4"X 1"GSPtATES TJMBERWOLF COMPOSITE SHJ•AS OR EQUIVALENT 480FT-I.B$ TORQUE GALVANIZEDA,'IDY>'A>!EO ""' ¥ /2/Cf5X50 GS PILE CAPS FIB � C G,lOMOVJiTAIJICOt,'SJKm.G Eh'Gih'EERS.PLJ.C 2'1'25.Al( fl ,'G'1T$ RESER V EJ> . ™'SElr'G;',\'EEP.t1iGPu.JI!S Morr:crsoSYco.O)'RIGHruw. WIAtJTHO.rrtZEDhEPROD!JCT/0.'V. DJSTRi8UTfO.\', OR(ISEOF iH!SPr.A N . Ill "1-IOt fORINP,vn IS$1R,C1LY : FR0�,'1EO. GMCE, PLLC • ,,..,...w� '""1/m"' _.,,, ....il.l,,i!J °"�'""'"'v·••w9:;,,• , 1· 2' j . �:;,i:<,.$1M -- H cs, S£CTJO.IJ,_$TR1'lGERFUTCH&f,'0!DDOWN p l CAJJFf£i,.O !St.ANDSPECIAL SE.RWC.ES iAXfNGO !STRJCT J2 SHOR EHAVEU ROAD NORWALK CTOe-855 DATE. APRJ I. 4, 2025 �LI TCH STR Jl ,'GER & HOWDOWN MAJOR REPAJl?S CANFtELO fS!.AND 6RJOOE 5C.4E f:I SHEET CS.4 Page 31 of 157  (2) C15X50 GS A992 GRADE 50 © © ·�· � ,;to;> •::;:.+ ,fJ � � t� ft -- � �1 © /2/ 18'X2' GS THREADED@ EACH PILE Cl PilE W/4' VERTICAL STAGGER {4) $SNUTS TYP /4) SS OGEE WASHERS TYP r· 2' _ _ I_ E!:_EW,TJON . SlR.!. IJGER R£PJ..1.ft (TYPJ CS ,$ 112• l --r-- (2)C15XSOGSA992GRADE50 18'Xf' GS THREADED ROD@2'-<)"0C STAGGERED C$Af>MO'.JNTAJ�• COIVSVL1;,'VG (8) $S NUTS TYP WGl1ifERS,P UC202s..ii,, R1G'HiS R'ESERVf!>, TH.ISEM3.\\'EER,'NGFt.A1'JS /8) SS OGEE WASHERS TYP � PROTECTEDBY COPY�GHr LAW . (2) EACH END V,\JAlliHORf!f.ORtP�OD!JCT� -······ ----···· ··--1 {X$'f!WU110.'>I, Ofl(J$fOf 1.11J$Pl.A'l ff.' \WfOLE ORl!IPNffJSS"R!CTL Y PP.OH'. BfTED, .....................1 GMCE,PLLC 0�:,Aft;£ 'Hl#tfU.W • t ·-------------···•-, .. �, ..... ;;l$; (¥��\)l'!e,',�,:..... �• ·-- 1•:·,.4.U•.4J.$ CANFIELDJSl.ANO SPECIAL SERVICES TAXING DISTRICT 32 SHORE.HA VENRO,�O EXISTING 4-f/2'Xfl' _,_... A'CffNJ.LK CT00855 BONGASSI PILE CAPS DATE: APR((. 4, 2025 PfLECJ,_r; &ASS£MBLY f' 2' MAJOR. REPtJRS J CS5 SECTi0.1 � STRJIIGER REPAlf{(T'fPI 1" I CA/i'Fft!O iSi.ANO8Ri'OG£ SCAlE /.$ NIOJCA TED StteEr CS.5 Page 32 of 157  AAA TECHNOLOGY SPECIALISTS, INC, 5020 SPLIT BEAM WITH Ct,1MPS ON OUTSIDE OF STRUCTURAL WRAPS, @ @ (1) f,f/2" GS HEXHEAD @ ®' '@ ', I� l@! I r I l�I '\, ',, l ' ' '' @ @ '' <:,"' '<�4'fa •.. . /4�'� •• ..'� � \,ff ' '' ' EXISTING PILE , '' ',' i;l"' I � CS,8$ CS,9 O<JftPIAD!J!ITAlf.lC�n\lG STRUCTURAL WRAP �I/G(f.'iERS. PUC 201S AU RfGHrs ,· •, RESER�'ED, 1HtSENG.'li!EPJN(JP..AN1$ ' PROTtClED SYOOPYR,'GHr {AW UNA UTnY>RfZED REPRO{)t/Cfl'JN. '\: -, OtSfRl'BlJT(()A• . OR(IS,£ OFTl'.\\$PUJ1, IN srRitn ·"' -··.' ' H\\KltEORrtlPAAr. ;s 1 PROH. '8 , 7f 0. GAICI; PLLC .� ,; �,\ff;.!' I -- ' i,,'-oW�♦t '/ ".•,'' '' k't,,.-�. �; •� :C:'4>,U'\lo-•'9,'IM,Yfc:r � ' 'i ·,·.. ' / ®' @ ' I // /)'' ® ' CANFIELD ISUll/0 SPECIAL SERVICES TAXmG D•SrRJCT '' 22 S>«J..'?EHAVEN RW.D '' NORWALKCr/16656 OATE. flPRJI_ J. 2025 �/ <., � CROSS BRACiNG MAJORRfPAIRS C.JRFfE.U> (Sl.ANDBRJ!)GE @ @ SCALE @ @ AS1NOICA1€0 ,_.---:-1--. SHEH CS.6 Page 33 of 157  e0:0 � GENERAL NOTES I.SUBMI T SHOP DRAV�NGS CE TAILING FABR!CA T/ON OF STRUCTURAL STEEL COMPONENTS. 1/✓CLUDE DETAILS OF curs CONNECTIONS, SPLICES, CAMBER. HOl.ES. AND O THER PERTll,'ENT DA TA. INDICATE WELDS BY STANDA.ROAWS SYMBOLS, D ISTINGiJISHING BETWEEN SHOP A/ID FIELD WELDS,AND Si/OW SIZE. LEIIGTH, AND TYPE : OF EACH WELD. INDICATE TYPE. SIZE. AND LENGTH O F BOL TS 0/STINGUISHIIIG BETWEEN SHOP AND FIELD BOLTS. IDENTIFY HiG//-$TRENGTH BOLTl:D Si.IP-CRITICAL. D I.RECT·TENSI ON, OR TEIISIONEO SHEAR/BEARING CONNECflONS INCLUDE SHOP DRAIWNGS SIGNED ANO SEALED 8'( A QUAl/FJED PROFESSIONAL EIIGINEER RESPONSIBI.E FOR THEIR PREPARATION. A • r &o./t She 801tornouu1 c1c we;oht i., Po1111c1, .., 1 09 011t:1kl, Thlcknu, Ph 100 P.ecc,, ... .. 2. COMPLY 1MTHA/SC SPECIFICA TION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC 0 .i,•ruoer 1 Ofllt'l.litf' DESIGN : AISC SPECIF/CA 710."i FOR AlLOMi'\BLE STRESS DES I GN OF S il/GLE-ANGLE MEMBERS. AND AST!,fA 6 1/? ,, lil l·l!S _ if'ECIFICATiON FOR GENERAL REQUIREMENTS FOR ROlLED STEEL Pl.A TES SHAPES , SH/;ET PILJNG, A-'ID BA.�$ FOR I TRUCTCJRAl USE "' 1•51$ · .<. 2 3/ '-'4 !·7,' '$ ' 3/4 " 3. WEL0/1/G NOT PERMITTED ON THE BRiDGE DECK OR OVER OPEN WA TER ' "' ... 7/8 '·lil llS 4 , MATERIALS : I 2 •�!2 ' I 4. I ALL STEEL HOT DOUBlE,DIPPED GALVANIZED. t· l.' $ 2 ·1 /2 <1•1/4 1·!! � ,., 4 . 2 STRUCTURAL STEEL, PLATES. ANGLES. CHANNELS AIID BARS. ASTM A3S. 2·1 12 '" ' H/4 •H/ H/.t 4 . 3WID/;FLANGE SHAPES: AS TM A992. GRADE 50. l•ll2 S,Jll ••:n 4;2 4. 4COLD-FORMED STRUCTURAL STEEL TUS!IIG: ASTM A SCQ, GRAD£ B 4.5 STEEL PIPE: ASTM A 53, TYPE E OR S. GRADE B . Rte°♦nfr<t ASTH ,.••• St.:lrc',n,I S:ietil'laillo n forG;,-oy '"'"' <:,,u� 4 6HIGH-STRENG TH BOLTS. NUTS. ANO \VASHeRS· ASTM A325. TYPE I . HEAVYHEX STf:El STRVCTUflAL SOLTS. HEA\IY HEXCARB0/1-STEf:l NVTS,A/10HARDENED CARBON,STEEL \VASIIERS. C GAP 1.#0'J.YT Affl OCWSilll).\\'.i 5 Sf/OP CUT EDGE(S) 'h'HERE REQUIRED TO FIT 1/o/TO EXISTING CONDITlON. PRE-MfASURE TYPICAL CONDITION FOR EACH EJKb1JEER$.PHC?Q2i AU Ri'GH1S STRINGER ANO COORDINATE SHOP DRAWINGS WITH STRINGERS PRI OR TO FABRICATION I.ND GAlVANIZATION. P.ESiifn'ED. THfSc!IG!N£€.ttWG A.ANfS Pf'<OTECTED BYCOF'YRKiHT UH IJNAUTHORil.�D Ri,',q00UC»:)'( 6. COORDINATE DRILLING FOR DRilL/NG THROUGH EXISTING 12' BONGASSI PILE CAPS. D(STR,' 8VT!o« ORUSCOF1H.I.S PLJ,,rt JN lif/Q:EORA\lP.AAT, fSSTRICT!Y �0Hi6/T!O. 7. WATERPROOF/NG MEMBRANE. 65,MIL W.R. MEADOWS MEL-DECK BRIDGE DECKING SYSTEM FOR UNTREATED TIMBER IDECK B.RIDGES MEETING AST/AD 6153. TYPE //1 OR EQUI VALENT. GMCE, PLLC • - $ �- ,A.I,� I'! ' }::it'tl.l� • ,. � .,,.;JI,:} 8 . D ECK SCREWS. INSTAlL 2X12 SP PT /IUNNERS CONTIGUOUS OVER THE �1DTH AND!ENGTH OF BRIDGE USING SPECIF/ED FAS TENfRS. STA GGER !'14 IPE WEARING cou,qsE WITH SEAMS OF 2XIZ SP PT RUNo'IERS. '"·'"'-"'� ��1\,,.,...,,;,;o, - 8.1 2X12 SP PT. (3) S/MPSOh 4X3!8 GS HEX HEAD TYPE C@ f'.o· OC ;SKU SDWH274QOG). CAN/!JECD ISi.AUO SPECIAL SERVICES TliXING DISTFoCT 8.2 !i/4 /PE. !3) SIMPSON TYPE 305 SS P IOX2,112@ / '.Q" OC DECK DRiVE"OHPD HARDWOOD SCREWS (SKU OHPD5S21241Bi 32SHOREHAVEi/ROAD NORWALKCT�ess 8.3 CCUIITER STINK OR OVER-O,qlLLANO SINK ALL SCREWS MIN 1•a•BEtOW SURFACE OF 80AHDS. DATE. A0RJ( '· 2(,25 GENERA( NOTES a SCHEO!/i.ES MAJOR R.EPAtRS CJiNFfclD f$t.AHOSRJD GE SCALE A$INDICATEO SHE!;T CS.7 Page 34 of 157 HIGH TIDE LINE = 5.4 NOTES I. LIMI TS, EXIEND STRUCTURAL WRAP FROM TOP OF COASTAL JURISDICTION LINE = 5.4 MEAN HIGH WATER = 3.3 MEAN LOW WATER = •3, 8 PILE TO 2'•0' BELO/I THE EXISTIN G MUDUNE . 2 . S/KADUR FIBERGi.ASS RE/I/FORCED PLAST IC (FRP) SLEEVES. 3. EPOXY MORTAR. SIKADUR35, HI-MOD LV LPL MIN 5,090 PSI 28-0AY COMPRESSIVE STRENGTH. 4 INJECTION GEL. SIKADURANCHORFIX-3 AND }([ ][ ]t[ : AIICHORF/X,4 Ii' R!:QVJRED. ;i: 5. CARBON FIBER RODS. 318'S IKA CARBODUR OR EQUIVALENT NON-FERRIS, INERT, NON•CORROSNE. ft: 0 ·# C # C AND CHEM/CALLYSTABI.E STRUCTURAL MATERIAL : © i: � C 0 * 01 ;) _ APPROVED BYENGINEER . Eil '. '.il !l 0 � � - ' --, � CJL I 1 %t pl I I (\) . "'"\. ,1r n� /" .,• w 5.4 I!! OGJJ>1.-ICWIJ.VCCWSULfl1IG E'JO.\�ERS A.LC 2illS.AU!VGHTS MHW S3.3 ,, ' 1/ RESER'i'EO OilSfi,•1,(JW�EP.Wf;P{.J;lJJS ,:I' Pt«liEC TEO8'fCOP'fRi'GH TLA\V. II II '\ -.o/' :1 II 'Ii /Z I'- V,\'A V1HOR!Z£()AEPRO..."UC7ION, ' () O:STR,'8vn'Or< ORiiseOfiH/S.Pi.AN, "' /\ , '/ \,,'¾.''\ j '!I /2/i\ 'l,fiCUORJNP,I.RT. ISSTRtCT(Y LI PROHialTEO. ,< ._ GMCE , PLLC �" ,, ,Y '\,,� �.::A :; r ••// ,., , '\. I"! l11t i ,�--,>.rt�/ • ' '-'\(I), I I , I, '\,\ ,1 • r-: n w,0;,c_...,_.,.,)t�f"'' -- '1(\)1 .�e� I 1I.t<'i;' ·'£- r--i rnr CAUFIELD /SU.NOSPECIAL ! h i 1i:;;;�r I.! !-2, SERVICES TAXING DISTRICT .. , 32 SHCRfi/lAVE/1ROAD 1VORWALK Ci 0'6855 MUDL/1/E j 1 , t--------i I l 1 ; �. _ _ DATE: APRiL 4 . 2025 j lj STRUCTVRA! l1,R.4PfLEVAnON$ I MAJORRE.PAIRS CANFtElD fSLAND BRtOGt SCA�E ASINO:C/..iED MLI-V_ SHfEr 1' 2' CS.8 &·3.8 K £AST SECnQ.'; EL...t vArtO.'IS(TYP} csa �'8" Page 35 of 157  fNOTES I 1. UM/TS. EXTEND STRUCTURAL WRAP FROM TOP OF PILE TO 2 •.o• BELOW THI: EXISTING MUDUNE. SIKADUR 35 HI-MOD LV LPL EPOXY MORTAR -----,. I 2. SIKADU,qFIBERGLASS REINFORCED PLASTIC (FRP) SLEEVES. FRP SLEEVE -""'\ 13 EPOXY MORTAR. SIKADUR 3 5 , HI-MOO LVLPL MIN 6, 000 PSI 28-DAYCOMPRESSIVE STRENG TH. TIMBER PILE -----,. 4 INJECTION GEL. SIKADURANCHORFIX-3AND I -- ----'"' I ANCHORFIX-4 /F REQUIRED. o TIMBER PILE �- I EQUIVALENT 5 . CARBON FIBER RODS. :Ji$• S KA CARBODUR OR J l'f SLOTTED ROD WHERE I I/ON-FERRIS, INERT. NON-CORROSIVE, REQUIRED ANO CHEMICALLYSTABLE STRUCTURAL MATERIAL ADJUSTABLE STAND-OFF�- SIKADUR 35 HI-MOD L V • APPROVED BY ENG/o'IEER. ..�. •'"tj- LPL EPOXY MORTAR I) $/KA CARBODUR ROD 11 -- FRP SLEEVE INJECTION PORT � n C$APMOU,\JTA1'rtCCt\-StY. 1JG ENGJ!fflEAS. FHC 2�$.Al.tRl(J.•trs HOUR GLASSING -----q • • ReSER l'ED. TfflS Eh'f;,'l\'f.ER.WGflV..ViS PPOTECifD BYCOPYPJGHTLAW: tJ.',A UTl10R1ZED REPRO!>Uerro.v, D.'Sf'R' S(ffl0."I, ORUS£OF in1S Ft.AN. W ,..,_�EORI UPA.Qr,;s STRt'CT(Y PRO.'f.&TtO, GMCE,PLLC •• !i-=<<'Jb-1 J,E !)0,.,,lllf� ...,, Y..t'jl!J � .\I S!iCTfOh, STR£.'C1VRAt PilE 11/R,!.O(fYPJ �"'Ol.<Qo"""""°'"""'JI' fC; 1•»t,1SS -- CS. 8 1 �112 · 0,,/FIELD ISLAND SPE<;/AL SERVICES TAXi.VG OiSTRJCT 32 SHO RE H AVEN ROAD NORWAlK CT1/66;5 DATE APPJr. 4, 2025 S7RfJC.1URAL WRAP CETA, l ' MAJORREPA!RS l SE.C1f0Jl srRt.JcTURAl �IEW!UP17YP} CAUfltiDiStAN Dl?R.,OGE CS.j 3J ,r SCALE ASINOSCATcD SHEET CS,9 Page 36 of 157 Page 37 of 157 Page 38 of 157 Page 39 of 157 Page 40 of 157 Page 41 of 157 Page 42 of 157 Page 43 of 157 Page 44 of 157 Page 45 of 157 Part Ill: Site and Resource Information (continued) 9. ENFORCEMENT HISTORY Is this application associated with a formal or informal enforcement action that is pending with DEEP? 0 Yes i25J No If yes, please provide the enforcement action reference number and name of the DEEP staff contact: Enforcement Action #: DEEP Divi sion/Program: DEEP Staff Contact: __ If the property was the subject of any historical enforcement actions known to the applicant, expla in: 10. Regulatory Limit- See Reference Guide for Regulatory Ju ris diction for further explanation if necessary. Indicate the landward extent of the State's regulatory jurisdiction by checking one box: l2$'J Coastal Jurisdiction line (CJL)- for CJL information, refer to the Coastal Jurisdiction Fact Sheet <1nd Chart. 0 Mean High Water (MHW) - for projects located upstream of a tide gate, dam or weir (structure must be shown on project plans). 0 Tidal Wetland Boundary - To be used if tidal wetlands are located landward of CJL or MHW. I n clude one foot above local extreme high water, if appl icable. 11. Tidal Elevations Provide site elevations for CJL, MHW, Mean Low Water (MLW) and the High Tide line (HTL)' in NAVD88. For general e levation reference and conversion, please refer to USACE Tidal Flood Profiles ; CO-OPS Map - NOAA T ides & Currents; or, On line VDatum: Vertical D atums Transformation. CJL = 5.4' MHW= 3.3' MLW= -3.8' HTL= 5.4' 'The HTL is necessary for USACE jur isdiction and required as part of the USACE application. DEEP-LWRD-APP-0010 Page 3 of 10 Rev. 9/0212020 Page 46 of 157  Part Ill: Site and Resource Information (continued) 12. Coastal Resource Impact Table Check the applicable boxes be ow to identify coastal l resources to be impacted by the proposed activ ty at the project site. Descr be the imp acts, as applicable. For definitions, refer to the Connec i i ticut C oasta l Management Manual. square feet ' Resource Type Permanent Temporary Describe Impacts impact impact Mitigation D Beaches/Dunes . below HTL NIA below CJL Id entify if ex sting ve geta tion is sa t, bra ckish i or freshwater w etla n d . Amax mum of l100 s.f. of temp 0ra ry w etland impa cts may be consi dered. The wetl 0 Tidal Wetla nds i must be com,,ietefy restofed. preferab y in-p and mpact i l absotutety on-site. Plan detai s of the exis lace, but ting and proposed impact area must inl cfude the te mporal'}' sto rage location of the plants. NIA D Nearshore waters No impact � Resource Type Benth ic Habitat Describe Impacts (temporary and permanent) Minimal impact from pile wraps to 2 ft below bottom I Intertidal Flats NIA D Submerged Aquatic NIA Vegetati on (SAV) D Rocky Shorefront Includ e rocky i nt ertidal areas. NIA � Finfis h Minimal impact ; fintish will avoid work area during activities D Wildlife No impact � Shellfish Areas Maps av ailab le at The Agu.acu}turc Mapping Atlas. Minimal Impact to Natural Shellfish Beds D Coastal Hazard Ofscuss F£:MA compliance. Area NIA D BluffsJEscarpments DNIAscribe impacts associ ated with f lood nd erosion cont ol st uct res. e a r r u D Islands If new acce ss i s propos d, des cribe how is l nd reso ces will be p cted NIA e a i ur . m a D Coastal Flooding Describe how tide g ate s/fill/seawa ll height NIA i ncreases will irnpact flooding. D Water Circulation Describ e im pacts from groins/abutments/jetties. Patterns NIA D Drainage Patterns Descr i b e impac ts from impervious s u rf NIA aces/outfalls/woep holes a nd stormwater mod f c-ation s. ii D Vi sual Quality O nl y appl es to public views of statewide sce- NIA i nic significa nce . Discuss sediment a nd erosion controls, � Water Quali ty water ha ndling, and stormwater trea tme nt. Minimal impact during pile wrap installation into oce a n bottom DEEP-LWRD-APP-001D Page4 of 10 Rev. 9/02/2020 Page 47 of 157  Part IV: Project lnfonnation 1. Describe, briefly , the existing structures within state regulatory jurisdiction. and their conditions and uses at the site of the proposed work. Provide photo graphs showing resources and existing site conditions as Attachment 10. The Canfield Island Bridge was last reconstructed in 1987 and is in need of some major repairs This brid e is the onl wa for vehi cul ar access to and from the isla nd. See attached Ins ction Re ort which incl udes photographs of the existing conditions and recommended repairs. 2a. Describe the proposed regulated work and activities in a detailed n arrative. includ ing the number and dimensions of structures and the volume and area of fill or excavations. See LWRD Application Instructions for required information. The ro osed r ulated work includes i nstallin fiber lass reinforced lastic and carbon fiber to each of the existing 45 ti mber support pili ngs; metal reinforcing rods will be inserted at appropriate locations then e x mortar will be in'ected throu h the ·acket i nto the voids around each ilin · also the exislin timber cross-bracings will be replaced with steel cross-bracings; the bridge decking planks will also be repl aced as well as the bridge railings. b . Describe the construction activities involved for the project in deta il, including methods, sequencing, equ ipment , and any alternative constructio n methods that mi ght b e employed. For coastal dredging projects, identify the type of equipment with bucket and barge capacity and, for upland disposal, provide containme nt facility details (See Reference for Coastalfridal Dredging). The ro osed work will be accom fished mainl b hand labor utilizin a work boat and floats for the above water activities ubder the bridge; a di ver will conduct the u nderwater part of the work. c . Describe any erosion and sedimentation or turbidity control installation and maintenance schedule and plans in detail. Such plans should be prepared in accordance with the 2002 Connecticut Guidelines for Soil Erosion and Sediment Control , as revised, established pursuant to CGS section 22a- 328. It is our understanding that no erosion, sedimentation or turbid ity controls will be needed for the proposed work. d. Anticipated date of project i niti ati on: The applicant wants to begin as soon as the authorization is in hand Indicate the length of t i me needed to compl ete the project and identify any anticipated time restriction s: J! is estimated that i t wi ll take about 100 days to complete all proposed work 3. After all measures to eliminate or minimize adverse resource impacts have been incorporated in the proposed project, describe why any adverse impacts that remain shoul d be deemed acceptable by the Land & Water Resources Division . For pro j ects involvin g stormwater management, low-i mpact development practices shoul d be incorporated to the greatest extent practi cable. Expla in any reasons for not using a l o w i-mpact development practi ce. See LWRD Application Instructions for further guidance. The overall impacts of this project will be m inimal and the bridge needs this work conducted as soon as possible. 4. The proposed work s associated w th wh ch of the i i i following uses? (Check all tha t app y.) l D Mari ne commercial/industrial use including aquaculture D Flood and erosion control D Residential boating access � Public access D Shared residential boating access � Infrastructure improvement D Other - explain: __ OEEP-LWRO.APP-0010 Page S of 10 Re v. 9/02/2020 Page 48 of 157 Page 49 of 157 Page 50 of 157 Page 51 of 157 Part VI: Supporting Documents (continued) 0 Attachment 22 Dredging Consultation Form (REQUIRED for dredging activities only.) If dredgi ng is proposed, please refer to Reference for Coastalffidal Dredg ing and submit a completed Dredging Consul tation Form. 0 Attachment 23 Fisheries Consultation Fonn If your project involves maintenan ce dredging, beach nourishment (may be required for groin replacement), or cofferdam installation, submit a completed Fisheries Consultation Form (DEEP-FISH-APP-007). Note: Fisheries consultation is not required for disposal only of dredge sediment at one of the open water sites (generally NY dredge projects). 0 Attachment 24 Department of Agriculture/Bureau of Aquaculture Consultation If your project involves maintenance dredgi ng or beach nourishmen t (may be required for groin replacement), submit a completed Department ofAgriculture/Bu�au ofAquaculture Consultation Form. Consultation is not required for towns north of : Orang e and Derby/Ansonia on the Housatonic River system; Lyme and Essex on the Connecticut River; and Norwich and Preston on the Thames River. 0 Attachment 26 Shellfish Commission Consultation Form If your town has a Shellfis h Commis sion and your project includes beach nourishment (may be required for groin replacemen t), submit a completed Shellfish Commission Consultation Form. � Attachment 41 APPiicant Compliance Information Form (DEEP-APP-002) REQUIRED 121 Attachment 42 APPiicant Background Information Form (DEEP-APP--008) REQUIRED 121 Attachment 43 Other Information: Any other appl icable information the appl icant deems relevant or is required by DEEP. DEEP-lWRD-APP-0010 Page 10 of 10 Rev. 9/02/2020 Page 52 of 157  LWRD License Application Pre-Submission Consultation Form Harbor Management Commission You need to complete and submit this form only if your town has a Harbor Management Commission. To the applicant- Prior to the submission of your license application to the Connecticut Department of Energy and Environmental Protection (DEEP) Land & Water Resources Division (LWRD), please complete Part I, below, and submit this form to your local harbor management commission (contact the town for the appropriate contact person) with a location map of your site and project plans. Once the commission returns the completed form to you, please submit it along with your license application to DEEP. Part I: To be completed by APPLICANT 1. Applicant/Registrant Information Name: Norwalk Cove Marina, Inc. Mailing Address: 48 Calf Pasture Beach Road City/Town: Norwalk State: CT Zip Code: 06855 Business Phone: Ext.: Contact Person: Mr. Rob Gardella Title: Business Phone: Ext.: E-mail: RobG@norwalkcove.com 2. Engineer/Surveyor/Agent Information (list as applicable) Name: John Hilts Title: Application Preparer Mailing Address: Post Office Box 47 City/Town: Rowayton State: CT Zip Code: 06853-0047 Business Phone: 475-441-1244 Ext.: Contact Person: Title: Business Phone: Ext.: E-mail: mrhilts@erols.com Service Provided: Preparation of permit applications 3. Site Location: Name of Site : Cove Ascension Bulkhead and Breakwater Street Address: 66 Calf Pasture Beach Road City/Town: Norwalk State: CT Zip Code: 06855 Tax Assessor's Reference: Map 24SW Block 75 Lot 1, 2 & 17 Name of Waterbody: Norwalk Harbor 4. Confirm location map and site plans are attached. Date of plans: 12/06/23 5. Provide or attach a brief, but thorough description of the project. Replace deteriorated bulkhead and seawalls with steel bulkhead; excavate sand and place in geotubes within new breakwater; replace deteriorated wave wall with steel sheet and stone breakwater. DEEP-LWRD-APP-001T Page 1 of 2 Rev. 10/01/19 Page 53 of 157 Part II: To be completed by HARBOR MANAGEMENT COMMISSION This consultation form is required to be submitted as part of an application for a Structures, Dredging & Fill license (Connecticut General Statutes (CGS) Section 22a-361) and/or Tidal Wetlands license (CGS Section 22a-32) to DEEP LWRD. The application has not yet been submitted to DEEP. Please review the enclosed materials and determine whether the project is consistent or inconsistent with your local Harbor Management Plan. You may also provide comments or recommendations regarding the proposal. The Harbor Management Commission may still provide written comments to the Commissioner during DEEP’s public notice comment period. Should you have any questions regarding this process, please call LWRD at 860-424-3019. Please return the completed form to the applicant within 60 days of receipt or consistency will be assumed. HARBOR MANAGEMENT COMMISSION DETERMINATION: Check one of the following: The Commission has determined that the work as described in Part I of this form and attachments is CONSISTENT with the Harbor Management Plan. The Commission has determined that the work as described in Part I of this form and attachments is INCONSISTENT with the following section of the Harbor Management Plan: COMMENTS/RECOMMENDATIONS (or check here if attached: ): Signature of Commission Representative Date Print Name of Commission Representative Title DEEP-LWRD-APP-001T Page 2 of 2 Rev. 10/01/19 Page 54 of 157  VICINITY MAP FROM U.S.G.S. NORWALK SOUTH QUADRANGLE MAP SCALE: 1:24000 PURPOSE: EROSION CONTROL & WAVE ATTENUATION PROPOSED REPLACEMENT OF BULKHEAD AND WAVE WALL IN NORWALK DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 HARBOR AT 66 CALF PASTURE BEACH ROAD, NORWALK, FAIRFIELD COUNTY, CT ADJACENT PROPERTY OWNER: CITY OF NORWALK A P P L I C A N T : N O R W A L K C O V E M A R I N A , I N C . APPLICATION PREPARED BY: JOHN HILTS P.O. BOX 47, ROWAYTON, CT 0 6 8 5 3 DATE: 12/06/23 SHEET 1 OF 6 REVISION NUMBER: DATE: Page 55 of 157  A S S E S S O R ' S M A P FROM NORWALK G.I.S MAP 24SW BLOCK 75 PARCELS 1,2 &17 PURPOSE: EROSION CONTROL & WAVE ATTENUATION PROPOSED REPLACEMENT OF BULKHEAD AND WAVE WALL IN NORWALK DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 HARBOR AT 66 CALF PASTURE BEACH ROAD, NORWALK, FAIRFIELD COUNTY, CT ADJACENT PROPERTY OWNER: CITY OF NORWALK A P P L I C A N T : N O R W A L K C O V E M A R I N A , I N C . APPLICATION PREPARED BY: JOHN HILTS P.O. BOX 47, ROWAYTON, CT 0 6 8 5 3 DATE: 12/06/23 SHEET 2 OF 6 REVISION NUMBER: DATE: Page 56 of 157  E X I S T I N G G E N E R A L P L A N V I E W S C A L E : 1 " = 8 0 ' 80' 0' 80' PILING-SUPPORTED TIMBER DECK ONE STORY BUILDING PROPERTY OF NORWALK COVE PROPERTY N/F OF MARINA, INC. CITY OF NORWALK 66 CALF PASTURE BEACH ROAD CALF PASTURE BEACH P ER PR O ALUMINUM RAMP SURGE STONE LANDWARD OF TIMBER BULKHEAD I TY L NE DETERIORATED TIMBER SHEETPILING BULKHEAD "COASTAL 'FLOOD' HAZARD AREA" SAND SAND DETERIORATED TIMBER PILINGS DETERIORATED CONCRETE SEAWALL WITH STEEL SHEETPILING COASTAL JURISDICTION LIMIT - EL. +5.4' APPROX. HIGH TIDE LINE - EL. +4.7' DETERIORATED CONCRETE DECK PILING-ANCHORED FLOATING DOCKS MEAN HIGH WATER - EL. +3.3' SAND REMNANTS OF TIMBER PIER SAND MEAN LOW WATER - EL. -3.7' "BEACHES AND DUNES" SAND SAND SAND AND SILT NOTES: 302'± 1. PREPARED FROM AN A2/V2 SURVEY DATED 1/25/21 BY DETERIORATED TIMBER PILING WAVEWALL ARCAMONE LAND SURVEYORS N O R SAND AND A POST-DREDGE SURVEY BY W F HYDRO DATA DATED 12/29/18. A L 2. COASTAL JURISDICTION LIMIT, L O SAND AND SILT K O HIGH TIDE LINE, AND MEAN HIGH WATER LINE, WHERE NOT E D OTHERWISE SHOWN, ARE B B H SAND COINCIDENT WITH BULKHEAD. A 3. REFER TO CT PERMIT #SD-H-87 ©2023 JOHN HILTS. ALL RIGHTS RESERVED. "SHELLFISH CONCENTRATION AREA" -162, COP #201600909-KB AND R LICENSE #201909091-SDF FOR B PREVIOUS DREDGING EVENTS O AND EXISTING STRUCTURES. "NEARSHORE WATERS" 4. ALL DRAWINGS ARE INTENDED R FOR REGULATORY REVIEW ONLY. LIMIT OF DREDGING UNDER COP #201600909-KB "ESTUARINE EMBAYMENT" APPROX. EASTERN BOUNDARY OF 100' WIDE CHANNEL TO COVE MARINA AND CHARLES CREEK PURPOSE: EROSION CONTROL & WAVE ATTENUATION PROPOSED REPLACEMENT OF BULKHEAD AND WAVE WALL IN NORWALK DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 HARBOR AT 66 CALF PASTURE BEACH ROAD, NORWALK, FAIRFIELD COUNTY, CT ADJACENT PROPERTY OWNER: CITY OF NORWALK A P P L I C A N T : N O R W A L K C O V E M A R I N A , I N C . APPLICATION PREPARED BY: JOHN HILTS P.O. BOX 47, ROWAYTON, CT 0 6 8 5 3 DATE: 12/06/23 SHEET 1 OF 6 REVISION NUMBER: DATE: Page 57 of 157  PILING-SUPPORTED TIMBER DECK PROPERTY N/F OF ALUMINUM RAMP CITY OF NORWALK PROPERTY OF NORWALK COVE CALF PASTURE BEACH MARINA, INC. 66 CALF PASTURE BEACH ROAD ©2023 JOHN HILTS. ALL RIGHTS RESERVED. CONCRETE DEADMAN P ER PR O I TY L STEEL TIERODS NE 370' STEEL SHEETPILING BULKHEAD - 370 L.F. SAND PILING-ANCHORED FLOATING DOCKS STEEL SHEETPILING SAND NORTH OF WAVE WALL TO BE EXCAVATED RETURNS - 24 L.F. TO - 11.7' (-8' M.L.W.) AND USED IN BREAKWATER CORE - APPROXIMATELY 9,760 CUBIC YARDS C.J.L. - EL. 5.4' H.T.L. - EL. 4.7' SAND M.H.W. - EL. 3.3' SAND APPROXIMATE LIMIT OF EXCAVATION N O R W F SAND A L L O BREAKWATER WITH CORE UTILIZING SAND-FILLED GEOTUBES - 240 L.F. K O E D M.L.W. - EL. -3.7' SAND AND SILT B B H SAND A TOE OF BREAKWATER R AT GRADE B SAND O R NOTES: 1. COASTAL JURISDICTION LIMIT, APPROX. EASTERN BOUNDARY OF 100' WIDE CHANNEL TO COVE MARINA AND CHARLES CREEK HIGH TIDE LINE, MEAN HIGH WATER LINE AND MEAN LOW EXISTING LINE OF WAVE WALL WATER LINE, WHERE NOT SAND AND SILT 650' OTHERWISE SHOWN, ARE COINCIDENT WITH BULKHEAD. 2. ALL DRAWINGS ARE INTENDED 8' WIDE WALKWAY AT FOR REGULATORY REVIEW ONLY. TOP OF BREAKWATER SAND STEEL SHEETPILING - 650 L.F. STEEL SHEETPILING - 280 L.F. STEEL SHEETPILING BREAKWATER - 280 L.F. PROPOSED GENERAL PLAN VIEW 30' S C A L E : 1 " = 8 0 ' 80' 0' 80' PURPOSE: EROSION CONTROL & WAVE ATTENUATION PROPOSED REPLACEMENT OF BULKHEAD AND WAVE WALL IN NORWALK DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 HARBOR AT 66 CALF PASTURE BEACH ROAD, NORWALK, FAIRFIELD COUNTY, CT ADJACENT PROPERTY OWNER: CITY OF NORWALK A P P L I C A N T : N O R W A L K C O V E M A R I N A , I N C . APPLICATION PREPARED BY: JOHN HILTS P.O. BOX 47, ROWAYTON, CT 0 6 8 5 3 DATE: 12/06/23 SHEET 4 OF 6 REVISION NUMBER: DATE: Page 58 of 157  PROPOSED BULKHEAD SECTION S C A L E : 1 " = 1 0 ' 10' 0' 10' GRADE TO MATCH UNDISTURBED UPLAND BUILT-UP STEEL CAP TOP OF BULKHEAD - EL. +8.6' TEMPORARY EXCAVATION 18" MAXIMUM C.J.L - EL. +5.4' H.T.L - EL. +4.7' DOUBLE-CHANNEL WALER M.H.W. - EL. +3.3' TIE ROD CLEAN GRANULAR FILL IN VOID EXISTING GRADE - ELEVATIONS VARY CONCRETE DEADMAN ANCHOR M.L.W - EL. -3.7' GEOTEXTILE FABRIC ON LANDWARD FACE OF NEW SHEETPILING EXISTING TIMBER SHEETING TO BE CUT; EXTERNAL WALERS AND SOLDIER PILINGS TO BE REMOVED DESIGN MUD LINE EL. -11.7' STEEL SHEETPILING NOTES: BOTTOM OF COATING EL. -16.0' 1. BACKFILL SHOULD BE CONTROLLED COMPACTED GRANULAR AND FREE DRAINING DESIGN TIP ELEVATION EL. -31.4' MATERIAL PLACED IN LIFTS NO GREATER THAN 1.0'. 2. DRAWING IS INTENDED FOR REGULATORY REVIEW ONLY. ©2023 JOHN HILTS. ALL RIGHTS RESERVED. PURPOSE: EROSION CONTROL & WAVE ATTENUATION PROPOSED REPLACEMENT OF BULKHEAD AND WAVE WALL IN NORWALK DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 HARBOR AT 66 CALF PASTURE BEACH ROAD, NORWALK, FAIRFIELD COUNTY, CT ADJACENT PROPERTY OWNER: CITY OF NORWALK A P P L I C A N T : N O R W A L K C O V E M A R I N A , I N C . APPLICATION PREPARED BY: JOHN HILTS P.O. BOX 47, ROWAYTON, CT 0 6 8 5 3 DATE: 12/06/23 SHEET 5 OF 6 REVISION NUMBER: DATE: Page 59 of 157  STONE / GEOTUBE BREAKWATER SECTION S C A L E : 1 " = 1 0 ' 10' 0' 10' CODE-COMPLIANT RAILING TOP OF BREAKWATER - EL. +9' MORTARED AND LEVELLED TOP STONES FOR WALKWAY STEEL SHEETPILING C.J.L - EL. +5.4' H.T.L - EL. +4.7' SMALL ARMOR STONE M.H.W. - EL. +3.3' TIE ROD LARGE ARMOR STONE DOUBLE-CHANNEL WALER M.L.W - EL. -3.7' 3 SAND-FILLED GEOTUBES 2 EXISTING GRADE - ELEVATIONS VARY MIN. 24" BELOW ADJACENT GRADE DESIGN MUD LINE EL. -11.7' BOTTOM OF COATING EL. -16.0' GEOTEXTILE BEDDING AND LINING DESIGN TIP ELEVATION EL. -31.4' STEEL DEADMEN PILINGS STEEL SHEETPILING BREAKWATER SECTION S C A L E : 1 " = 1 0 ' CODE-COMPLIANT RAILING TOP OF BREAKWATER - EL. +9' TIMBER DECKING - EL. +9' C.J.L - EL. +5.4' H.T.L - EL. +4.7' CLEAN GRANULAR FILL M.H.W. - EL. +3.3' TIE ROD DOUBLE-CHANNEL WALER M.L.W - EL. -3.7' STEEL SHEETPILING EXISTING GRADE - ELEVATIONS VARY DESIGN MUD LINE EL. -11.7' GEOTEXTILE BEDDING AND LINING BOTTOM OF COATING EL. -16.0' DESIGN TIP ELEVATION EL. -31.4' ©2023 JOHN HILTS. ALL RIGHTS RESERVED. NOTE: DRAWING IS FOR REGULATORY REVIEW ONLY. PURPOSE: EROSION CONTROL & WAVE ATTENUATION PROPOSED REPLACEMENT OF BULKHEAD AND WAVE WALL IN NORWALK DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 HARBOR AT 66 CALF PASTURE BEACH ROAD, NORWALK, FAIRFIELD COUNTY, CT ADJACENT PROPERTY OWNER: CITY OF NORWALK A P P L I C A N T : N O R W A L K C O V E M A R I N A , I N C . APPLICATION PREPARED BY: JOHN HILTS P.O. BOX 47, ROWAYTON, CT 0 6 8 5 3 DATE: 12/06/23 SHEET 6 OF 6 REVISION NUMBER: DATE: Page 60 of 157 Page 61 of 157  STATE OF CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION LAND AND WATER RESOURCE DIVISION BUREAU OF WATER PROTECTION AND LAND REUSE CERTIFICATE OF PERMISSION APPLICATION APPLICANT: Thomas Juterbock Seawall Repair 9 Nylked Terrace, Norwalk, CT 06853 April 2025 Prepared By: 611 Access Road Stratford, CT 06615 Tel: (203) 377-0663 Fax: (203) 375-6561 Project No. 2025011 Page 62 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 Table of Contents Section Attachment Description Form 1 LWRD License Application Form D DEEP-LWRD-APP- 001D 2 6 Harbor Management Notification 3 10 Site Photographs 4 11 Photographic Documentation 5 14 Project Plans 6 18 Engineering Report Cover Sheet DEEP-LWRD-APP- 001R 7 41 Applicant Compliance Information Form DEEP-APP-002 8 42 Applicant Background Information Form DEEP-APP-008 RACE COASTAL ENGINEERING Page 63 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 1 LWRD License Application Form D RACE COASTAL ENGINEERING Page 64 of 157  LWRD License Application Form D Certificate of Permission All sections of the LWRD application, when applicable, must be posted to the DEEP LWRD FTP site as instructed on Part VII of the LWRD Transmittal Form. See LWRD Application Instructions for general guidance. Application Number (as assigned in CPPU e-mail): Applicant Name (same name used on Part III of the LWRD Transmittal Form): Thomas Juterbock Part I: Pre-Submission Consultations The application process requires preliminary coordination and input from other agencies/groups depending on the activity and the location. Consultations with other agencies must occur prior to application submission. Please allow 6-8 weeks for the necessary coordination. For this application, the applicant should start with these consultations, as applicable (See Part VII for further guidance). Attachments: 20 NDDB 23 Fisheries 21 Wildlife- osprey 24 Aquaculture 22 Dredging Projects 26 Shellfish Commission (for beach nourishment/groin replacement only) Part II: Notifications If your town has a Harbor Management Commission, submit a copy of this completed application by certified mail to the Commission and submit the certified mail receipt as Attachment 6 following this form. Part III: Site and Resource Information 1. SITE ADDRESS Address: 9 Nylked Terrace City/Town: Norwalk State: CT Zip Code: 06853 DEEP-LWRD-APP-001D Page 1 of 9 Rev. 9/02/2020 Page 65 of 157 Part III: Site and Resource Information (continued) 2. MUNICIPAL ZONING Is the proposed work consistent with municipal zoning requirements? ✔ Yes No If no, explain: N/A 3. WATERBODY/WATERCOURSES/WETLANDS List names of all waters impacted by the proposed activity: Long Island Sound 4. INDIAN LANDS Is the activity that is the subject of this application located on federally recognized Indian lands? Yes ✔ No 5. AQUIFER PROTECTION AREAS Is the site located within a mapped Level A or Level B Aquifer Protection Area, as defined in CGS section 22a- 354a through 22a-354bb? Yes ✔ No If yes, check one: Level A or Level B If Level A, are any of the regulated activities, as defined in RCSA section 22a-354i-1(34), conducted on this site? Yes No If yes, and your business is not already registered with the Aquifer Protection Program, contact the aquifer protection agent or DEEP to take appropriate action. For more information on the Aquifer Protection Area Program, contact the program at 860-424-3019 or visit the website at www.ct.gov/deep/aquiferprotection. See LWRD Application Instructions for further guidance. 6. CONSERVATION OR PRESERVATION RESTRICTIONS Will the activity which is the subject of this application be located within a conservation or preservation restriction area? Yes ✔ No If yes, provide proof of written notice of this application to the holder of such restriction, and/or or a letter from the holder of such restriction verifying that this application is in compliance with the terms of the restriction, as Attachment 8. 7. LICENSE HISTORY Indicate the number and date of issuance of any previous state permits or certificates issued by DEEP or USACE which authorized work at the site, and the names to whom they were issued. License/Permit/COP Date Name of Permittee/ Brief Description of Authorization Number Issued Certificate Holder Work Authorized and Name of Agency NAE-2014-1532 USACE 5/20/2015 7 Nylked Terrace LLC & Thomas Juterbock construction of 6'x48' fixed pier 201410359-KB CT-DEEP 7/13/2016 Charles Berman & Thomas Juterbock construction of 6'x48' fixed pier 8. SOIL AND/OR GROUNDWATER REMEDIATION Does the site work include soil and/or groundwater remediation? Yes ✔ No If yes, please provide reference documentation including a) plan views of the site showing the area of contamination and b) a summary of remediation with chemical analysis, clean-up status, and remediation program identification, as Attachment 9. DEEP-LWRD-APP-001D Page 2 of 9 Rev. 9/02/2020 Page 66 of 157 Part III: Site and Resource Information (continued) 9. ENFORCEMENT HISTORY Is this application associated with a formal or informal enforcement action that is pending with DEEP? ✔ Yes No If yes, please provide the enforcement action reference number and name of the DEEP staff contact: Enforcement Action #: LIS-2024-5099-V DEEP Division/Program: LWRD DEEP Staff Contact: Kevin Zawoy If the property was the subject of any historical enforcement actions known to the applicant, explain: N/A 10. Regulatory Limit – See Reference Guide for Regulatory Jurisdiction for further explanation if necessary. Indicate the landward extent of the State’s regulatory jurisdiction by checking one box: ✔ Coastal Jurisdiction Line (CJL)- for CJL information, refer to the Coastal Jurisdiction Fact Sheet and Chart. Mean High Water (MHW) - for projects located upstream of a tide gate, dam or weir (structure must be shown on project plans). Tidal Wetland Boundary – To be used if tidal wetlands are located landward of CJL or MHW. Include one foot above local extreme high water, if applicable. 11. Tidal Elevations Provide site elevations for CJL, MHW, Mean Low Water (MLW) and the High Tide Line (HTL)* in NAVD88. For general elevation reference and conversion, please refer to USACE Tidal Flood Profiles; CO-OPS Map - NOAA Tides & Currents; or, Online VDatum: Vertical Datums Transformation. CJL = +5.4 MHW = +3.4 MLW = -3.8 HTL = +4.7 *The HTL is necessary for USACE jurisdiction and required as part of the USACE application. DEEP-LWRD-APP-001D Page 3 of 9 Rev. 9/02/2020 Page 67 of 157 Part III: Site and Resource Information (continued) 12. Coastal Resource Impact Table Check the applicable boxes below to identify coastal resources to be impacted by the proposed activity at the project site. Describe the impacts, as applicable. For definitions, refer to the Connecticut Coastal Management Manual. square feet Resource Type Describe Impacts Permanent Temporary Mitigation impact impact ✔ Beaches/Dunes Approx. 8" wide hole was dug around the perimeter below HTL of the existing lower seawall for the concrete repair. 30 below CJL Identify if existing vegetation is salt, brackish or freshwater wetland. A maximum of 100 s.f. of temporary wetland impacts may be considered. The wetland impact Tidal Wetlands must be completely restored, preferably in-place, but absolutely on-site. Plan details of the existing and proposed impact area must include the temporary storage location of the plants. Nearshore waters Resource Type Describe Impacts (temporary and permanent) Benthic Habitat Intertidal Flats Submerged Aquatic Vegetation (SAV) Include rocky intertidal areas. Rocky Shorefront Finfish Wildlife Maps available at The Aquaculture Mapping Atlas. Shellfish Areas Coastal Hazard Discuss FEMA compliance. Area Describe impacts associated with flood and erosion control structures. Bluffs/Escarpments If new access is proposed, describe how island resources will be impacted. Islands Describe how tide gates/fill/seawall height increases will impact flooding. Coastal Flooding Water Circulation Describe impacts from groins/abutments/jetties. Patterns Describe impacts from impervious surfaces/outfalls/weep holes and stormwater modifications. Drainage Patterns Only applies to public views of statewide scenic significance. Visual Quality Discuss sediment and erosion controls, water handling, and stormwater treatment. Water Quality DEEP-LWRD-APP-001D Page 4 of 9 Rev. 9/02/2020 Page 68 of 157 Part IV: Project Information 1. Describe, briefly, the existing structures within state regulatory jurisdiction, and their conditions and uses at the site of the proposed work. Provide photographs showing resources and existing site conditions as Attachment 10. The existing site includes a stone and mortar seawall with a length of 243' and a width of 1.5' that runs along the waterfront with a top elevation of approximately +9.8' NAVD88. Waterward of this seawall is a stone revetment. On the southern end of the property, there is a small beach area, and waterward of the main seawall is a 44' long by 4.5' wide lower concrete seawall / knee wall with a top elevation ranging from +7.4' to +6.2' NAVD88. The height of the lower seawall measured from grade varies from 2.5' to 3.2'. The lower seawall extends a minimum of 1' below grade at its Southern end, where a small test hole was dug by hand. The lower seawall has been in continuous existence since at least 1938 (see photgraph #1, section 4), therefore the approximate age of the seawall is at least 87 years. The full extent of the wall geometry below grade is unknown and limited to the 1' deep test pit. At the southernmost part of the property, there is a set of stairs connecting the beach to the upland part of the property. 2a. Describe the proposed regulated work and activities in a detailed narrative, including the number and dimensions of structures and the volume and area of fill or excavations. See LWRD Application Instructions for required information. The applicant is requesting permission to retain repairs to the lower seawall. There were no repairs or modifications to the existing upper stone and mortar wall or revetment. The pre-repair lower seawall was made of concrete and was approximately 43' long x 3.75' wide x 2.75' tall and was significantly deteriorated. Please see attached photographs #6 and #7 for pre-repair conditions. The repair made to the lower section of seawall involved the installation of steel reinforcing on the top and waterward faces. The reinforcing was arranged in a grid pattern and affixed to the faces with steel reinforcing doweled into the concrete. Forms were set consisting of plywood and timber around the pre-repair structure. Concrete was then poured into the forms. The concrete was poured in a manner to fill any cracks and voids in the pre-repair structure. Pre-repair dimensions have been estimated based on photographic evidence as well as site information previously collected by RACE Coastal Engineering, Inc. The volume of concrete used in the repair has been estimated to be approximately 7.5 cubic yards, based on a comparison of the approximate pre-repair and post repair dimensions. b. Describe the construction activities involved for the project in detail, including methods, sequencing, equipment, and any alternative construction methods that might be employed. For coastal dredging projects, identify the type of equipment with bucket and barge capacity and, for upland disposal, provide containment facility details (See Reference for Coastal/Tidal Dredging). The construction of the repair was performed by laborers using hand and power tools. First, the reinforcement was installed as described in the response to question 2a. Then, a small trench approximately 8" wide was dug along the waterward faces and ends of the lower seawall. Timber formwork was constructed around the seawall. Concrete was then poured to fill any voids and cover the reinforcing. Finally, after the concrete cured, formwork was removed. The site was restored to conditions similar to those prior to the repair. c. Describe any erosion and sedimentation or turbidity control installation and maintenance schedule and plans in detail. Such plans should be prepared in accordance with the 2002 Connecticut Guidelines for Soil Erosion and Sediment Control, as revised, established pursuant to CGS section 22a- 328. No erosion controls were needed for this repair. d. Anticipated date of project initiation: Project was completed 7/9/2024 Indicate the length of time needed to complete the project and identify any anticipated time restrictions: N/A DEEP-LWRD-APP-001D Page 5 of 11 Rev. 9/02/2020 Page 69 of 157  3. After all measures to eliminate or minimize adverse resource impacts have been incorporated in the proposed project, describe why any adverse impacts that remain should be deemed acceptable by the Land & Water Resources Division. For projects involving stormwater management, low-impact development practices should be incorporated to the greatest extent practicable. Explain any reasons for not using a low-impact development practice. See LWRD Application Instructions for further guidance. The primary justification of this project is that it constitutes a repair of an existing structure which has been maintained for many decades. The repair involved minor alterations to the dimensions of the structure. In addition, the lower seawall helps to stabilize the stone and mortar wall landward of it. 4. The proposed work is associated with which of the following uses? (Check all that apply.) Marine commercial/industrial use including aquaculture Flood and erosion control Residential boating access Public access Shared residential boating access Infrastructure improvement Other – explain: DEEP-LWRD-APP-001D Page 6 of 11 Rev. 9/02/2020 Page 70 of 157 Part IV: Project Information (continued) 5. If the site is a marina or yacht club, provide the following: a. Number of boat slips and moorings: N/A (should be consistent with plans submitted as Attachment 14) b. Type of marine sanitation service provided at the facility. N/A c. Check here to confirm that at least one plan view notes the location of upland support including adequate parking, a marina office, and restrooms. d. Check the applicable services provided: boat repair/maintenance winter storage gas/fuel hook-up electric hook-up fishing amenities boating and/or equipment sales 6. If local/municipal review has or will require a Coastal Site Plan Review for activities at this site, please explain the associated upland work. N/A 7. If modifications are proposed to a pre-1995 flood and erosion control structure (FECS), please confirm: N/A Confirm FECS modifications will not support an increase in upland fill Seawall height increase is less than 12.0” and justified in Part IV, question 3. If FECS consists of riprap or revetment, no more than 10% volume of new stone is proposed No more than 12”-18” of new waterward encroachment for bulkhead replacement/repair with appropriate justification for the encroachment in Item 3, above. New encroachment should be measured from the outermost bulkhead whaler or piling. 8. Check here if the proposed work is related to a pre-1939, pre-1987 (installed above MHW), and/or pre- 1995 structure, and provide photographs, including dates, to document the date of installation as Attachment 11 following this form. Part V: Engineering Support Documentation and Certification Certain types of projects require documentation of engineering design. If you answer yes to one of the questions below, you must submit a completed Engineering Report Cover Sheet (DEEP-LWRD-APP-001R) as Attachment 18 along with the relevant engineering report(s). 1. Does the proposed activity include engineered structures such as bridges, culverts, stormwater management systems, detention basins, and/or flood & erosion control structures? Yes No 2. Is the proposed activity located in a FEMA-designated Riverine or Coastal Floodplain? Yes No If yes, provide documentation in the Engineering Report which demonstrates that the project is in compliance with FEMA’s National Flood Insurance Program requirements and the local flood ordinance for the municipality. NOTE – Only the following activities in the Coastal Floodplain require engineering: buildings, flood and erosion control structures; public access facilities; and, tide regulating structures. See Engineering Report Cover Sheet for further guidance. 3. Is the proposed activity located in a FEMA-designated Floodway Yes No If yes, the Engineering Report must include a statement signed by a registered professional engineer that there is no- rise. This documentation must be supported by technical data that is derived from a standard step-backwater computer model utilizing source data from the Flood Insurance Rate Map (FIRM) or Flood Boundary and Floodway Map (FBFM). If a No-rise Certification form is available through the municipality, please include it in the Engineering Report. For further information on No-Rise Certification, see No-Rise Certification for Floodways | FEMA.gov The Engineering Report Cover Sheet shall be signed and sealed by a Professional Engineer licensed in the State of Connecticut. Supporting documentation as identified in the checklist may consist of engineering studies and other documentation, as appropriate, in order to describe the hydrologic and hydraulic effects of the proposed actions. DEEP-LWRD-APP-001D Page 7 of 11 Rev. 9/02/2020 Page 71 of 157 Part VI: Certificate of Permission Eligibility Check all applicable boxes to confirm eligibility. Pursuant to Connecticut General Statutes (CGS) Section 22a-363b(a) and (b): Previously Authorized Structures or Activities A. Substantial maintenance or repair of existing structures, fill, obstructions or encroachments authorized pursuant to CGS section 22a-33 or 22a-361 or installed prior to June 24, 1939, CGS section 22a-363b(c). B. Maintenance dredging of areas which have been dredged and continuously maintained and serviceable as authorized pursuant to CGS section 22a-33 or 22a-361. C. Minor alterations or amendments to permitted activities consistent with the original permit. D. Placement or reconfiguration of piers, floats, docks, and moorings within existing waterward boundaries of recreational marinas or yacht clubs which have been authorized pursuant to CGS section 22a-33 or 22a- 361. Pre-1995 Structures or Activities E. Retention of activities completed prior to January 1, 1995. F. Minor alterations to activities completed prior to January 1, 1995. G. Substantial maintenance of any structures, fill, obstructions or encroachments in place prior to January 1, 1995, and continuously maintained and serviceable since such time. Pre-1987 Structures H. Substantial maintenance or repair of structures, fill, obstructions or encroachments placed landward of the mean high waterline and waterward of the coastal jurisdiction line, completed prior to October 1, 1987, and continuously maintained and serviceable since said date. Other Activities I. The removal of derelict structures or vessels. J. Placement of temporary structures for water-dependent uses as defined in CGS section 22a-93. K. Open water marsh management, tidal wetland restoration, resource restoration or enhancement activity, as defined in CGS subsection (a) of section 22a-361, including beach nourishment, and conservation activities undertaken by or under the supervision of the Department of Energy & Environmental Protection. Pursuant to CGS Sec. 22a-363h: L. Living shoreline projects with consent from LWRD staff. DEEP-LWRD-APP-001D Page 9 of 11 Rev. 9/02/2020 Page 72 of 157 Part VII: Supporting Documents The following attachments correspond to Form D. If the Attachment name is followed by “REQUIRED”, the attachment must be submitted with every application. When submitting any supporting documents, please label the documents as indicated in this part (e.g., Attachment 6, etc.) and be sure to include the same applicant name used on Page 1 of this application form. Please check the box next to the attachments listed to indicate that they have been submitted, and provide the applicable attachments following this form. NOTE: Attachment numbering is NOT consecutive as the attachments relate to multiple LWRD program applications. Attachment I.D. Attachment Description Attachment 6 Harbor Management Notification If your town has a Harbor Management Commission, submit the certified mail receipt as proof that this completed application was sent by certified mail to the Commission. Attachment 8 Conservation or Preservation Restriction Information, if applicable. Attachment 9 Remediation Documentation, if applicable. Attachment 10 Photographs showing existing conditions of the site REQUIRED Attachment 11 Photographic Documentation of pre 1939, pre-1987 (above MHW) and/or pre-1995 installation. Attachment 14 Project Plans, use Project Plan Checklist for requirements REQUIRED Attachment 18 Engineering Report Cover Sheet (DEEP-LWRD-APP-001R) Attachment 20 Natural Diversity Data Base (NDDB) Completed NDDB Determination #: If the proposed activity is within an NDDB area, complete and submit a Request for NDDB State Listed Species Review Form (DEEP-APP-007) to the address specified on the form, prior to submitting this application. For NDDB maps and more information, visit the DEEP website at www.ct.gov/deep/nddbrequest or call the NDDB staff at 860-424-3011. Please note NDDB review generally takes 4 to 6 weeks and may require the applicant to produce additional documentation, such as ecological surveys, which must be completed prior to submitting this permit application. A copy of the NDDB Final Determination response letter that has not expired must be submitted as Attachment 20. Include a copy of any mitigation measures or management plan developed for this activity and approved by NDDB. Please DO NOT include a copy of the NDDB Review Request/Application. Be aware that you must renew your NDDB Determination if it expires before project work commences. Attachment 21 DEEP Wildlife Division – Osprey Consultation If the proposed activity will occur within 300 feet of an osprey platform, please note that work will be prohibited between May 1st and July 31st unless a DEEP waiver is obtained. If this seasonal prohibition conflicts with the proposed work schedule, please contact the DEEP Wildlife Division’s Wildlife Diversity Program staff at deep.wildlife@ct.gov or 860-424-3011 for technical assistance before submitting your application. If you are seeking a seasonal prohibition waiver, documentation of the waiver issued by Wildlife Diversity Program staff must be submitted as Attachment 21. For known nesting locations, reference the Osprey Map at: https://www.google.com/maps/d/viewer?mid=1GyxnB- UAGxmseIecH9Zj4UdH1ug&usp=sharing or https://www.ctaudubon.org/citizen-science. DEEP-LWRD-APP-001D Page 10 of 11 Rev. 9/02/2020 Page 73 of 157 Part VI: Supporting Documents (continued) Attachment 22 Dredging Consultation Form (REQUIRED for dredging activities only.) If dredging is proposed, please refer to Reference for Coastal/Tidal Dredging and submit a completed Dredging Consultation Form. Attachment 23 Fisheries Consultation Form If your project involves maintenance dredging, beach nourishment (may be required for groin replacement), or cofferdam installation, submit a completed Fisheries Consultation Form (DEEP-FISH-APP-007). Note: Fisheries consultation is not required for disposal only of dredge sediment at one of the open water sites (generally NY dredge projects). Attachment 24 Department of Agriculture/Bureau of Aquaculture Consultation If your project involves maintenance dredging or beach nourishment (may be required for groin replacement), submit a completed Department of Agriculture/Bureau of Aquaculture Consultation Form. Consultation is not required for towns north of: Orange and Derby/Ansonia on the Housatonic River system; Lyme and Essex on the Connecticut River; and Norwich and Preston on the Thames River. Attachment 26 Shellfish Commission Consultation Form If your town has a Shellfish Commission and your project includes beach nourishment (may be required for groin replacement), submit a completed Shellfish Commission Consultation Form. Attachment 41 Applicant Compliance Information Form (DEEP-APP-002) REQUIRED Attachment 42 Applicant Background Information Form (DEEP-APP-008) REQUIRED Attachment 43 Other Information: Any other applicable information the applicant deems relevant or is required by DEEP. DEEP-LWRD-APP-001D Page 11 of 11 Rev. 9/02/2020 Page 74 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 2 Attachment 6 – Harbor Management Notification RACE COASTAL ENGINEERING Page 75 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 3 Attachment 10 – Site Photographs RACE COASTAL ENGINEERING Page 76 of 157 Seawall Repair Site Photographs 9 Nylked Terrace – Norwalk, CT April 2025 Project Area Figure 1: Aerial Image from Google Earth (4/26/2025) Figure 2: Repaired Lower Seawall as Seen from Waterward Edge of Beach, Facing West (3/4/2025) RACE COASTAL ENGINEERING Page 77 of 157 Seawall Repair Site Photographs 9 Nylked Terrace – Norwalk, CT April 2025 Figure 3: Repaired Lower Seawall, Facing Southwest (3/4/2025) Figure 4: Residence, Upper and Lower Seawall, And Stone Revetment, Facing Northeast (3/4/2025) RACE COASTAL ENGINEERING Page 78 of 157 Seawall Repair Site Photographs 9 Nylked Terrace – Norwalk, CT April 2025 Figure 5: End Of Lower Seawall Adjacent to Stairs, Facing Northeast (3/4/2025) Figure 6: Former Deteriorated Lower Seawall, Facing Southwest (6/17/2024) RACE COASTAL ENGINEERING Page 79 of 157 Seawall Repair Site Photographs 9 Nylked Terrace – Norwalk, CT April 2025 Figure 7: Severely Deteriorated Lower Seawall Adjacent to Stone Revetment, Facing North (6/17/2025) Figure 8: Steel Reinforcement Installed on Existing Wall, Facing North (7/9/2025) RACE COASTAL ENGINEERING Page 80 of 157 Seawall Repair Site Photographs 9 Nylked Terrace – Norwalk, CT April 2025 Figure 9: Installation Of Formwork in Preparation for Concrete Pour, Facing North (7/10/2025) RACE COASTAL ENGINEERING Page 81 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 4 Attachment 11 – Photographic Documentation RACE COASTAL ENGINEERING Page 82 of 157 Seawall Repair Photographic Documentation 9 Nylked Terrace – Norwalk, CT April 2025 Figure 1: Norwalk Historical Society Photograph Showing Lower Wall pre-1938 RACE COASTAL ENGINEERING Page 83 of 157 Seawall Repair Photographic Documentation 9 Nylked Terrace – Norwalk, CT April 2025 Figure 2: 1956 Aerial of Property Showing Lower Wall Upper Seawall Lower Seawall Figure 3: 1965 Aerial of Property Showing Upper and Lower Seawalls RACE COASTAL ENGINEERING Page 84 of 157 Seawall Repair Photographic Documentation 9 Nylked Terrace – Norwalk, CT April 2025 Figure 4: 1978 Aerial Photograph Figure 5: 1985 Aerial Photograph RACE COASTAL ENGINEERING Page 85 of 157 Seawall Repair Photographic Documentation 9 Nylked Terrace – Norwalk, CT April 2025 Figure 6: 1990 Aerial Photograph Figure 7: 2004 Aerial Showing Lower Seawall RACE COASTAL ENGINEERING Page 86 of 157 Seawall Repair Photographic Documentation 9 Nylked Terrace – Norwalk, CT April 2025 Figure 9: 2004 Aerial Photograph, Shadows Make Lower Wall Visible Figure 10: Photograph of Lower Seawall in Serviceable Condition (10/09/2008) RACE COASTAL ENGINEERING Page 87 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 5 Attachment 14 – Project Plans RACE COASTAL ENGINEERING Page 88 of 157 Page 89 of 157 Page 90 of 157 Page 91 of 157 Page 92 of 157 Page 93 of 157 Page 94 of 157 Page 95 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 6 Attachment 18 – Engineering Report RACE COASTAL ENGINEERING Page 96 of 157  LWRD License Application Engineering Report Cover Sheet This Cover Sheet is a checklist of requirements that need to be completed and submitted with the engineering report. Please complete this checklist by identifying where each requirement listed is addressed in the engineering report (report title and page numbers). If an item is not applicable, place "NA" in the box. The engineer report must fully describe the design of the proposed facilities or other actions and the hydraulic and hydrologic effects thereof. This Cover Sheet is required to be signed and sealed by a professional engineer licensed in the State of Connecticut. Stormwater Management Engineering Report section Requirement Description title and page number N/A Description of the design storm frequency intensity, volume and duration N/A Watershed maps, existing and proposed N/A Computations for Tc N/A Imperviousness calculations N/A NRCS runoff curve numbers, volumetric runoff coefficients Computations used to determine peak runoff rates, and velocities for each watershed area (24-hour storm): • Stream Channel Protection: 1-year, 2-year frequency (“over-control” of 2- N/A year storm) • Conveyance Protection: 10-year frequency • Peak Runoff Attenuation: 2-year, 10-year, 25 year, and 100-year frequency • Emergency Outlet Sizing: safely pass the 100-year frequency or larger storm N/A Hydrograph routing calculations Description, schematics, and calculations for drainage and stormwater management N/A systems Infiltration rates, geotechnical information, test pit data, perc test data, conductivity N/A testing data N/A Documentation of sources N/A Electronic files in native format for any computer modelling generated for analysis. DEEP-LWRD-APP-001R 1 of 3 Rev. 10/01/19 Page 97 of 157 Stormwater Management Engineering Report section Requirement Description title and page number Detention basin analysis including timing and duration of expected outflow, stream N/A stability analysis and hydrograph summation N/A Erosion & sedimentation calculations for any engineered measures N/A Calculations for any engineered water quality treatment measures Floodway/Floodplain Assessment Engineering Report section Requirement Description title and page number Description of existing and proposed conditions upstream and downstream of the N/A proposed activity For any bridge or culvert placement or replacement with a drainage area of 100 acres N/A or more, plan sheets showing the existing and proposed inundation area for the 2, 10, 25, 50, and 100 year discharges, carried to convergence N/A Flood Contingency Plan A description and analysis of the floodplain modifications required to restore any flood N/A conveyance and flood storage capacity Demonstration that backwater from the proposed activity will not impact an existing N/A dam, dike, detention, or similar structure Backup data and complete hydraulic analysis for proposed modifications to the N/A floodplain including location plan and plot for sections, profile sheet, summary sheet N/A Description, schematics, and calculations for bridges and culverts Structures within a Coastal Flood Hazard Area Engineering Report section Requirement Description title and page number N/A, repair of ex. structure Longshore sediment transport impact report Wind, wave, load analysis for significant public access structures (Only for Flood N/A Management Certification) Wind, wave, load analysis for flood and erosion control structures (e.g. seawalls, N/A, repair of ex. structure bulkheads, revetments, berms, jetties, etc.) Hydrologic / Hydraulic impact report for tide regulating / influencing structures (e.g. N/A culverts, tidegates, flood berms / levees, etc.) DEEP-LWRD-APP-001R 2 of 3 Rev. 07/30/19 Page 98 of 157 Page 99 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 7 Attachment 41 – Applicant Compliance Information Form RACE COASTAL ENGINEERING Page 100 of 157  DEEP ONLY App. No. _____________________________ Applicant Compliance Information Co./Ind. No. ___________________________ Applicant Name: Thomas Juterbock Mailing Address: 9 Nylked Terrace City/Town: Norwalk State: CT Zip Code: 06853 Business Phone: ext.: Contact Person: Jacob Mars Phone: 203-377-0663 ext. *E-mail: jmars@racecoastal.com If you answer yes to any of the questions below, you must complete the Table of Enforcement Actions on the reverse side of this sheet as directed in the instructions for your permit application. A. During the five years immediately preceding submission of this application, has the applicant been convicted in any jurisdiction of a criminal violation of any environmental law? Yes No B. During the five years immediately preceding submission of this application, has a civil penalty been imposed upon the applicant in any state, including Connecticut, or federal judicial proceeding for any violation of an environmental law? Yes No C. During the five years immediately preceding submission of this application, has a civil penalty exceeding five thousand dollars been imposed on the applicant in any state, including Connecticut, or federal administrative proceeding for any violation of an environmental law? Yes No D. During the five years immediately preceding submission of this application, has any state, including Connecticut, or federal court issued any order or entered any judgement to the applicant concerning a violation of any environmental law? Yes No E. During the five years immediately preceding submission of this application, has any state, including Connecticut, or federal administrative agency issued any order to the applicant concerning a violation of any environmental law? Yes No DEEP-APP-002 1 of 2 Rev. 08/08/11 Page 101 of 157  Table of Enforcement Actions (1) (2a) (2b) (4) (3) (5) Type of Action Date Date Jurisdiction Case/Docket/ Description of Violation Commenced Terminated Order No. Notice of non- 3/3/2025 N/A Connecticut #LIS-2024- Unauthorized repair of existing compliance 5099-V seawall waterward of CJL Check the box if additional sheets are attached. Copies of this form may be duplicated for additional space. DEEP-AAP-002 2 of 2 Rev. 08/08/11 Page 102 of 157 Seawall Repair LWRD License Application 9 Nylked Terrace – Norwalk, CT April 2025 SECTION 8 Attachment 42 – Applicant Background Information Form RACE COASTAL ENGINEERING Page 103 of 157  Applicant Background Information Check the box by the entity which best describes the applicant and complete the requested information. You must choose one of the following: corporation, limited liability company, limited partnership, general partnership, voluntary association and individual or business type. Be sure to include the signatory authority or authorized representative certifying the application. Corporation Check the box if additional sheets are necessary. If so, label and attach additional sheet(s) to this sheet with the required information. 1. Parent Corporation Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: 2. Subsidiary Corporation: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: 3. Directors: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: 4. Officers: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: DEEP-APP-008 1 of 5 Rev. 06/15/17 Page 104 of 157  Applicant Background Information (continued) Limited Liability Company Check the box if additional sheets are necessary. If so, label and attach additional sheet(s) to this sheet with the required information. 1. List each member. Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: 2. List any manager(s) who, through the articles of organization, are vested the management of the business, property and affairs of the limited liability company. Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: DEEP-APP-008 2 of 5 Rev. 06/15/17 Page 105 of 157  Applicant Background Information (continued) Limited Partnership Check the box if additional sheets are necessary. If so, label and attach additional sheet(s) to this sheet with the required information. 1. General Partners: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: 2. Limited Partners: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: DEEP-APP-008 3 of 5 Rev. 06/15/17 Page 106 of 157  Applicant Background Information (continued) General Partnership Check the box if additional sheets are necessary. If so, label and attach additional sheet(s) to this sheet with the required information. 1. General Partners: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: Contact Person: Phone: ext. E-mail: DEEP-APP-008 4 of 5 Rev. 06/15/17 Page 107 of 157  Applicant Background Information (continued) Voluntary Association Check box if additional sheets are necessary. If so, label and attach additional sheet(s) to this sheet with the required information. 1. List authorized persons of association or list all members of association. Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Name: Mailing Address: City/Town: State: Zip Code: Business Phone: ext.: E-mail: Individual or Other Business Type Check the box, if additional sheets are necessary. If so, label and attach additional sheet(s) to this sheet with the required information. 1. Name: Thomas Juterbock Mailing Address: 9 Nylked Terrace City/Town: Norwalk State: CT Zip Code: 06853 Business Phone: ext.: E-mail: tjuterbock@icloud.com 2. State other names by which the applicant is known, including business names. Name: DEEP-APP-008 5 of 5 Rev. 06/15/17 Page 108 of 157  NORTH YARD AT NORWALK COVE MARINA BULKHEAD REPAIR PROJECT DRAWING LIST DRAWING DRAWING TITLE DRAWING DRAWING TITLE No. No. 1 TITLE SHEET & GENERAL NOTES 5 PROPOSED SITE PLAN 2 VICINITY MAP 6 PARTIAL PROPOSED SITE PLAN 3 TAX ASSESSOR'S MAP 7 EXISTING & PROPOSED SECTION A-A 4 EXISTING SITE PLAN GENERAL NOTES 1. THE PURPOSE OF THESE DRAWINGS ARE FOR REGULATORY REVIEW ONLY. 2. VICINITY MAP TAKEN FROM USGS TOPO, NORWALK SOUTH QUADRANGLE, 7.5 MINUTE SERIES, 2024. 3. ELEVATIONS REFERENCE NAVD88, UNLESS NOTED OTHERWISE. 4. THIS SITE INFORMATION HAS BEEN TAKEN FROM A DRAWING TITLED "DRAINAGE MAP", PREPARED FOR NORWALK COVE MARINA, BY ARCAMONE LAND SURVEYORS, DATED 06/08/2011. 5. SUPPLEMENTARY INFORMATION OBTAINED BY SOUND ENGINEERING ASSOCIATES ON 03/31/2025 AND ONLY REPRESENT THE SITE CONDITIONS AT THAT TIME. 6. TIDAL ELEVATION DATA HAS BEEN TAKEN FROM BENCH MARK SHEET FOR TIDE STATION 8467150, CT BRIDGEPORT HARBOR FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION TIDES AND CURRENTS WEBSITE. NAVD 88 (FT) PROJECT TIDAL ELEVATIONS PROJECT DATUM NGVD 29 (FT) MLW (FT) COASTAL JURISDICTIONAL LINE (CJL) +5.4 +6.5 +9.2 HIGH TIDE LINE (HTL) +4.7 +5.8 +8.5 MEAN HIGH WATER (MHW) +3.3 +4.4 +7.1 NAVD 88 0.0 +1.1 +3.8 NGVD 29 -1.1 0.0 +2.7 MEAN LOW WATER (MLW) -3.8 -2.7 0.0 ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION © 2025 SOUND ENGINEERING ASSOCIATES LLC FOR REGULATORY REVIEW ONLY PROJECT: REV: BULKHEAD REPAIR PROJECT 48 CALF PASTURE BEACH ROAD, DATE: NORWALK, CT 06855 05/07/2025 SCALE: PREPARED FOR: N/A GARDELLA BROTHERS LLC DATUM: 144 WATER STREET, NAVD88 NORWALK, CT 06854 PROJECT NO: 2025027 195 TUNXIS HILL RD, SUITE 203 203-275-8506 DRAWING NO: FAIRFIELD, CT 06825 SOUNDENGINEERINGASSOCIATES.COM VALID ONLY WITH ENGINEER'S STAMP 1/7 Page 109 of 157  PROJECT SITE VICINITY MAP 1" = 2000' 0 1000 2000 ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION © 2025 SOUND ENGINEERING ASSOCIATES LLC FOR REGULATORY REVIEW ONLY PROJECT: REV: BULKHEAD REPAIR PROJECT 48 CALF PASTURE BEACH ROAD, DATE: NORWALK, CT 06855 05/07/2025 SCALE: PREPARED FOR: 1" = 2000' GARDELLA BROTHERS LLC DATUM: 144 WATER STREET, NAVD88 NORWALK, CT 06854 PROJECT NO: 2025027 195 TUNXIS HILL RD, SUITE 203 203-275-8506 DRAWING NO: FAIRFIELD, CT 06825 SOUNDENGINEERINGASSOCIATES.COM VALID ONLY WITH ENGINEER'S STAMP 2/7 Page 110 of 157  PROJECT SITE TAX ASSESSOR'S PARCEL ID 3-75-3-0 ABUTTER INFORMATION ADDRESS PARCEL ID OWNER OF RECORD GARDELLA BROTHERS LLC 50 CALF PASTURE BEACH ROAD 3-75-17-0 144 WATER STREET, NORWALK, CT 06854 KEVYN GARDELLA TRUSTEE 21 ISLAND DRIVE 3-75-23-0 21 ISLAND DRIVE, NORWALK, CT 06855 PETER & CONSTANCE KARADIMAS 7 SPAR ROAD 3-75-16-0 7 SPAR ROAD, NORWALK, CT 06855 JAMES & CYNTHIA GARDELLA 5 SPAR ROAD 3-75-10-0 5 SPAR ROAD, NORWALK, CT 06855 SUSAN BROWN 3 SPAR ROAD 3-75-9-0 3 SPAR ROAD, NORWALK, CT 06855 42 BEACH ROAD LLC 42 CALF PASTURE BEACH ROAD 3-75-21-0 144 WATER STREET, NORWALK, CT 06854 ALL RIGHTS RESERVED. NOT FOR CONSTRUCTION © 2025 SOUND ENGINEERING ASSOCIATES LLC FOR REGULATORY REVIEW ONLY PROJECT: REV: BULKHEAD REPAIR PROJECT 48 CALF PASTURE BEACH ROAD, DATE: NORWALK, CT 06855 05/07/2025 SCALE: PREPARED FOR: 1" = 200' GARDELLA BROTHERS LLC DATUM: 144 WATER STREET, NAVD88 NORWALK, CT 06854 PROJECT NO: 2025027 195 TUNXIS HILL RD, SUITE 203 203-275-8506 DRAWING NO: FAIRFIELD, CT 06825 SOUNDENGINEERINGASSOCIATES.COM VALID ONLY WITH ENGINEER'S STAMP 3/7 Page 111 of 157  F APPROX. AREA CAL EXISTING OF EROSION PAS SHEET PILE BULKHEAD A E TUR EXISTING T / W EL +9.0' ± BOAT RAMP D BULGING ROA CH A BEA BULKHEAD EXISTING FLOATS (TYP) OD FLO 6.5 6.5 7.5 EBB 5.5 5.5 6.5 5.5 5.5 ALL RIGHTS RESERVED. © 2025 SOUND ENGINEERING ASSOCIATES LLC PROJECT: REV: BULKHEAD REPAIR PROJECT EXISTING SITE PLAN 48 CALF PASTURE BEACH ROAD, DATE: 05/07/2025 NORWALK, CT 06855 SCALE: PREPARED FOR: 1" = 100' GARDELLA BROTHERS LLC DATUM: 144 WATER STREET, NAVD88 NORWALK, CT 06854 PROJECT NO: 2025027 195 TUNXIS HILL RD, SUITE 203 203-275-8506 DRAWING NO: FAIRFIELD, CT 06825 SOUNDENGINEERINGASSOCIATES.COM VALID ONLY WITH ENGINEER'S STAMP 4/7 Page 112 of 157  FT EXISTING 158 SHEET PILE RE EA S TO D AR BULKHEAD RE DE CAL O ER F PA EXISTING R STU SHEET PILE BULKHEAD A EXISTING T / W EL +9.0' ± E BE BOAT RAMP ACH A REMOVE EXISTING ROA BULKHEAD REPLACE DAMAGED D BULKHEAD T / W EL +9.0' EXISTING FLOATS OD FLO 6.5 6.5 7.5 EBB 5.5 5.5 6.5 5.5 5.5 ALL RIGHTS RESERVED. © 2025 SOUND ENGINEERING ASSOCIATES LLC PROJECT: REV: BULKHEAD REPAIR PROJECT PROPOSED SITE PLAN 48 CALF PASTURE BEACH ROAD, DATE: 05/07/2025 NORWALK, CT 06855 SCALE: PREPARED FOR: 1" = 100' GARDELLA BROTHERS LLC DATUM: 144 WATER STREET, NAVD88 NORWALK, CT 06854 PROJECT NO: 2025027 195 TUNXIS HILL RD, SUITE 203 203-275-8506 DRAWING NO: FAIRFIELD, CT 06825 SOUNDENGINEERINGASSOCIATES.COM VALID ONLY WITH ENGINEER'S STAMP 5/7 Page 113 of 157  D AGE DAM STU E LAC F PA REP KHEAD .0' FT 9 BUL EL + CAL 158 / W T RE EA TO D AR CH S RE DE BEA CK E ER O E -BA ET RE I T P) NCR RS (TY O O EXISTING 2' C CH 6 ' x N AN SHEET PILE D ROA 6' x DMA BULKHEAD A DE P) (TY STEEL WALE A EXISTING GANGWAY H EAD NG UL K X ISTI PILE B E ET .0' ± SHE EL +9 T/W A OD FLO REMOVE EXISTING BULKHEAD EBB EXISTING FLOAT EXISTING FLOATS PARTIAL PROPOSED SITE PLAN ALL RIGHTS RESERVED. © 2025 SOUND ENGINEERING ASSOCIATES LLC PROJECT: REV: BULKHEAD REPAIR PROJECT 48 CALF PASTURE BEACH ROAD, DATE: NORWALK, CT 06855 05/07/2025 SCALE: PREPARED FOR: 1" = 30' GARDELLA BROTHERS LLC DATUM: 144 WATER STREET, NAVD88 NORWALK, CT 06854 PROJECT NO: 2025027 195 TUNXIS HILL RD, SUITE 203 203-275-8506 DRAWING NO: FAIRFIELD, CT 06825 SOUNDENGINEERINGASSOCIATES.COM VALID ONLY WITH ENGINEER'S STAMP 6/7 Page 114 of 157  T/W T/W ORIGINAL GRADE ERODED EL +9.0' ± EL +9.0' EL +9.0' ± GRADE RESTORE ORIGINAL GRADE 2'-6" ± PROPOSED STEEL WALE CJL EL +5.4' CJL EL +5.4' HTL EL +4.7' HTL EL +4.7' PROPOSED TIE-BACK MHW EL +3.3' MHW EL +3.3' EXCAVATE AND BACKFILL EXISTING STEEL SHEET PILE REPLACE CONDITION VARIES STEEL SHEET PILE MLW EL -3.8' MLW EL -3.8' MUDLINE MUDLINE EL VARIES EL VARIES EXISTING SECTION A-A PROPOSED SECTION A-A ALL RIGHTS RESERVED. © 2025 SOUND ENGINEERING ASSOCIATES LLC PROJECT: REV: BULKHEAD REPAIR PROJECT 48 CALF PASTURE BEACH ROAD, DATE: NORWALK, CT 06855 05/07/2025 SCALE: PREPARED FOR: 1" = 4'-0" GARDELLA BROTHERS LLC DATUM: 144 WATER STREET, NAVD88 NORWALK, CT 06854 PROJECT NO: 2025027 195 TUNXIS HILL RD, SUITE 203 203-275-8506 DRAWING NO: FAIRFIELD, CT 06825 SOUNDENGINEERINGASSOCIATES.COM VALID ONLY WITH ENGINEER'S STAMP 7/7 Page 115 of 157  WATERFRONT & STRUCTURAL DESIGN PROFESSIONALS SOUNDENGINEERINGASSOCIATES.COM May 7, 2025 Norwalk Harbor Management Commission City Hall 125 East Avenue Norwalk, CT 06856 Reference: Harbor Management Commission Notification Bulkhead Repair 48 Calf Pasture Beach Road Norwalk, CT 06855 SEA Project No. 2025027 Dear Mr. Kibbe: In accordance with CT DEEP requirements, attached is a copy of the Certificate of Permission Application for repairs to an existing steel sheet pile bulkhead North of Calf Pasture Point on Charles Creek.. It is anticipated that this submittal is sufficient for your use. Please contact me with any questions. Very truly yours, SOUND ENGINEERING ASSOCIATES Tim DeBartolomeo, PE Principal 195 TUNXIS HILL ROAD, SUITE 203 (203) 275-8506 FAIRFIELD, CT 06825 Page 116 of 157 James J. Bajek, LLC Coastal and Fresh Water Permitting John Pinto, Chair of Application Review Committee May 8, 20 5 Norwalk Harbor Management Commission l 25 East A venue, Room 129 Norwalk, CT 06851 RE: Rebuild Existing Dock & Retaining Wall, 86 Bluff Ave., Norwalk Dear Mr. Pinto: We are in the process of filing a Certificate of Permission application with the Connecti t DEEP for our client, Phillip & Erin Kerr, to rebuild their existing private recreational dock and s oreline retaining wall. See attached plans and photographs of the proposed work areas. This information is being provided to the Commission as part of the COP application requirements. I am also attaching the co1npleted Application Transmittal f'orm and COP Applicatio1;1 form. I will be pleased to meet with the Commission to review this infonnat n at your next regular scheduled meeting Please contact me if there are any questions rega rding this application. Sincerely, .. -�,� �..... im Bajek James J. Bajek, LLC _,. Attachments as stated cc: CTDEEP 4570 Bowen Bayou Road, Sanlbel, FL 33957 Tel: (603) 930-4549 • jjbajek@comcast.net Page 117 of 157  Connecticut Department of Energy & Environmental Protection Bureau of Water Protection &. Land Reuse Land & Water Resources Division LWRD License Application Form D Certificate of Permission All sections of the LWRD application, when applicable, must be posted to the DEEP LWRD FTP sfj as instructed on Part VII of the LWRD Transmittal Form. See LWRD Application Instructions for general guidanc n Application Number (as assigned in CPPU e-mail): 202503965 Applicant Name (same name used on Part Ill of the LWRD Transmittal Form): Phillip & Erin Kerr II Part I: Pre-Submission Consultations The application process requires preliminary coordination and input from other agencies/groups 1.• epending on the activity and the location. Consultations with other agencies must occur prior to application sutf.ission. Please allow 6-8 weeks for the necessary coordination. For this application, the applicant should start with these consultations, as applicable (See Part VII for further guidance). Attachments: 20 NDDB 23 Fisheries 21 Wildlife- osprey 24 Aquaculture 22 Dredging Projects 26 Shellfish Commission (for beach nourishment/groin replacement on/y) Part II: Notifications If your town has a Harbor Management Commission, submit a copy of this completed applicalifn by certified mail to the Commission and submit the certified mail receipt as Attachment 6 following this forr1 Part Ill: Site and Resource Information 1. SITE ADDRESS Address: 86 Bluff Avenue City/Town: Norwalk State: CT Zip C.. Je: 06853 DEEP-LWRD-APP-001 D Page 1 of 11 Rev. 9/02/2020 Page 118 of 157 Part Ill: Site and Resource Information (continued) 2. MUNICIPAL ZONING Is the proposed work consistent with municipal zoning requirements? [2J Yes D No If no, explain: __ 3. WATERBODY/WATERCOURSES/WETLANDS List names of all waters impacted by the proposed activity: Farm Creek 4. INDIAN LANDS Is the activity that is the subject of this application located on federally recognized Indian lantfs? D Yes [2J No 5. AQUIFER PROTECTION AREAS Is the site located within a mapped Level A or Level B Aquifer Protection Area, as definec n CGS section 22a-354a through 22a-354bb? D Yes [2J No If yes, check one: D Level A or O Level B If Level A, are any of the regulated activi ties , as defined in RCSA section 22a-354i-1(34), co 1�ucted on this site? D Yes D No If yes, and your business is not already registered \J ith the Aquifer Protection Program, contact the aquifer protection agent or DEEP to take appropriate acti< n. For more information on the Aquifer Protection Area Program, contact the program at 860-� 24-3019 or visit the website at www.ct.gov/deep/aquiferprotection. See LWRD Aoolication Instruction� ffor further guidance. 6. CONSERVATION OR PRESERVATION RESTRICTIONS Will the activity which is the subject of this application be located within a conservation c.r preservation restriction area? D Yes [2J No If yes, provide proof of written notice of this application to the holder of such restriction, and/o,. pr a letter from the holder of such restriction verifying that this application is in compliance with the terms of t1e restriction, as Attachment 8. 7. LICENSE HISTORY Indicate the number and date of issuance of any previous state permits or certificates issL ed by DEEP or USAGE which authorized work at the site, and the names to whom they were issued. License/Permit/COP Date Name of Permitteel Brief Descriptior Jf Authorization Number Issued Certificate Holder Work Authorizec and Name of Agency Permit #199601383-MG 12-17-1996 Ms. Deborah Libby Retain existina dock and seawall 8. SOIL AND/OR GROUNDWATER REMEDIATION Does the site work include soil and/or groundwater remediation? D Yes � No If yes, please provide reference documentation including a) plan views of the site showi 1� the area of contamination and b) a summary of remediation with chemical analysis, clean-up status, a1 dJ remediation program identification, as Attachment 9. DEEP-LWR D -A P P -001 D Page 2 of 11 Rev. 9/02/2020 Page 119 of 157 Part Ill: Site and Resource Information (continued) 9. ENFORCEMENT HISTORY Is this application associated with a formal or informal enforcement action that is pending ith DEEP? D Yes � No If yes, please provide the enforcement action reference number and name of the DEEP s le ff contact: Enforcement Action #: DEEP Division/Program: __ DEEP Staff Contact: -- If the property was the subject of any historical enforcement actions known to the applicar t explain: 10. Regulatory Limit - See Reference Guide for Regulatory Jurisdiction for further explanatii, n if necessary. Indicate the landward extent of the State's regulatory jurisdiction by checking one box: � Coastal Jurisdiction Line (CJL)- for CJL information, refer to the Coastal Jurisdi� ion Fact Sheet and Chart. D Mean High Water (MHW) - for projects located upstream of a tide gate, dam orwei� {structure must be shown on project plans). D Tidal Wetland Boundary - To be used if tidal wetlands are located landward cf CJL or MHW. Include one foot above local extreme high water, if applicable. 11. Tidal Elevations Provide site elevations for CJL, MHW, Mean Low Water ( MLW) and the High Tide Line (H--IL)* in NAVD88. For general elevation reference and conversion, please refer to USACE Tidal Flobd Profiles; CO-OPS Map - NOAA Tides & Currents ; or, Online VDatum: Vertical Datums Transformati,.n. CJL = 5.4' MHW = 3.3' MLW = -3.7' HTL = 5.4' *The HTL is necessary for USACE jurisdiction and required as part of the USACE application. DEEP-LWR D -APP-001 D Page 3 of 11 Rev. 9/02/2020 Page 120 of 157 Part Ill: Site and Resource Information (continued) 12. Coastal Resource Impact Table Check the applicable boxes below to identify coastal resources to be impacted by the pro •>osed activity at the project site. Describe the impacts, as applicable. For definitions, refer to the ConnecticGt Coastal Management Manual. • . . . �---'· s�q i----:-. u,-a_r_e_f�e_et .- -- - - -----1 · -=- .. -. . - Resource Ty·pe Describe lmpa1:1s· ·Permanent. Temporary .. . . · M 1t 1g a t1 on . i·mpact .. . •.1mpac.t . . D Beaches/Dunes . ,; • . .."' .:·� '.; i!; :: ,! .s,,·.- · . . - . below HTL below CJL • ' :;..- ' � , <:. :. · ,. ...:'.. , "' • - h• Identify if existing vegetation is salt >rackish or freshwater wetland. A maximum of 1 op s. f. of temporary -.".'· �- c.; ·.v.: -- 1 . .. ' ,. . It wetland impacts may be considered. 1he wetland impact . 0 Tidal Wetlands ' . ,, must be completely restored, preferably in-place, but ,. . . ' absolutely on-site. Plan details of the Existing and .- ....,, Si .. ,•· proposed impact area must include th1 •emporary storage • -� location of the plants. Io � °"' " : _ No impact to existing tidal wetl ��ds D Nearshore waters No impact to nearshore waters .• . .. Resource Type Describe Impacts (temporary and permanent) • '. . . .. cg] Benthic Habitat Impact to benthos will be positive with the addition of a float stop sys��m to the float cg] Intertidal Flats Same positive as benthic impacts □ Submerged Aquatic Vegetation (SAV) NIA □ Rocky Shorefront Include rocky intertidal areas. NIA cg] Finfish I afterwards Minimal impact as finfish will temporarily avoid work area but return s Jbn □ Wildlife No impact Maps available at The Aquaculture Mapping Atlas. cg] Shellfish Areas Although all of Norwalk tidal areas are considered to be natural beds :t ere will be no impact to shellfish resources by thie project D Coastal Hazard Discuss FEMA compliance. Area NIA Describe impacts associated with flood and erosion control structures. D Bluffs/Escarpments NIA If new access is proposed, describe how island resources will be impacted. D Islands NIA Describe how tide gates/fill/seawall height increases will impact flooding. cg] Coastal Flooding The increase ( ~1 ft) in the retaining wall elevation will help to deter flo,..,�ing the property D Water Circulation Describe impacts from groins/abutments/jetties. Patterns NIA 1 Describe impacts from impervious surfaces/outfalls/weep holes and stormwater r,bdifications. D Drainage Patterns NIA Only applies to public views of statewide scenic significance. D Visual Quality NIA Discuss sediment and erosion controls, water handling, and stormwater treatment. cg) Water Quality A siltation control fence will be installed immediately waterward of the �rawall DEEP-LWRD-APP-001 D Page 4 of 11 Rev. 9/02/2020 Page 121 of 157 Part IV: Project Information 1. Describe, briefly, the existing structures within state regulatory jurisdiction, and their cond t/ons and uses at the site of the proposed work. Provide photographs showing resources and existi site conditions as Attachment 10. Structures within DEEP jurisdiction include a dock and stone and mortar seawall. The do1, k is in fair condition but needs to be rebuilt some of the seawall is in fair condition while other secti( s are 1n ooor condition and also needs to be rebuilt. 2a. Describe the proposed regulated work and activities in a detailed narrative, including the l!lmber and l 1 dimensions of structures and the volume and area of fill or excavations. See LWRD Apoli ::ation Instructions for required information. The dock consists of a 4' x 16' oile-suooorted fixed Pier with a 2.5' x 30' ramp and 1O' x 1C ' 1float: this structure will be reolaced in kind with the exception that the oier elevation will be raised, t1 e ramo width will be increased to 3' and a float stoo svstem will be added; the 119.5 LF seawall current!vi has an averaae elevation of 7.1' It will be rebuilt to a finished elevation of 8.1' NAVO 88 involvina he addition of approx 9 cy of stone and mortar to the existing wall. b. Describe the construction activities involved for the project in detail, including metho �s, sequencing, equipment, and any alternative construction methods that might be employed. For coastal dr�dging projects, identify the type of equipment with bucket and barge capacity and, for upland disposal, pro, i�e containment facility details (See Reference for Coastalffidal Dredging). The seawall will be rebuilt first. This will involve hand labor and a small oersonal-ooerated l obile oower lift device to move stone and other suoolies around the uoland side of the work area. Next the,�xistina dock will be removed by hand and loaded into a truck for proper disposal offsite. The 2 existing pier-s��port pilings will be left in place since they are in aood condition and can be resued for the rebuild. Most bt the new dock comoonents will be constructed at the marine contractor's facility then trucked to the site for installation. The float stoo system will be installed usina hand labor. Only the float will be brouaht to the site v a work boat at a mid-hiah tide and secured in olace at which time the ramo will be installed to comolete the ..roject C. Describe any erosion and sedimentation or turbidity control installation and maintenance set edule and plans in detail. Such plans should be prepared in accordance with the 2002 Connecticut Guideline • for Soil Erosion and Sediment Control, as revised, established pursuant to CGS section 22a- 328. A siltation fonce will be installed just waterward of the seawall work area to control turbidit, ¢jurina the wall reconstruction. d. Anticipated date of project initiation: as soon as authorization is in hand Indicate the length of time needed to complete the project and identify any anticipated tii, . restrictions: It is anticipated to take 3 -4 weks to complete the work 3. After all measures to eliminate or minimize adverse resource impacts have been incorporated iT the proposed project, describe why any adverse impacts that remain should be deemed acceptable by th· Land & Water Resources Division. For projects involving stormwater management, low-impact developn,ent 1 practices should be incorporated to the greatest extent practicable. Explain any reasons for not usir ,.;: a low-impact development practice. See LWRD Application Instructions for further guidance. Rebuildina the existina seawall an additional 12" is allowed under the COP oroaram. All othE=r orooosed work are improvements that DEEP encourage. 4. The proposed work is associated with which of the following uses? (Check all that apply.) D Marine commercial/industrial use including aquaculture [gl Flood and erosion control DEEP-LWRD-APP-001 D Page 5 of 11 Rev. 9/02/2020 Page 122 of 157  □ Residential boating access □ Public access D Shared residential boating access □ Infrastructure irr � rovement (gJ Other - explain: Dock Rebuild DEEP-LWRD-APP-001 D Page 6 of 11 Rev. 9/02/2020 Page 123 of 157 Part IV: Project Information (continued) 5. If the site is a marina or yacht club, provide the following: a. Number of boat slips and moorings: NIA (should be consistent with plans submitte< as Attachment 14) b. Type of marine sanitation service provided at the facility. __ c. D Check here to confirm that at least one plan view notes the location of upland su� rort including adequate parking, a marina office, and restrooms. d. Check the applicable services provided: D boat repair/maintenance D winter storage D gas/fuel hook-up D electric hook-up D fishing amenities D boating and/or equipment sales 6. If local/municipal review has or will require a Coastal Site Plan Review for activities at this �ite, please explain the associated upland work. 7. If modifications are proposed to a pre-1995 flood and erosion control structure (FECS), pl, ase confirm: NIA Confirm fZ] □ FECS modifications will not support an increase in upland fill □ fZ] Seawall height increase is less than 12.0" and justified in Part IV, question 3. � □ If FECS consists of riprap or revetment, no more !han 1 0% volume of new stone is pro1•jsed fZ] □ No more than 12"-18" of new waterward encroachment for bulkhead replacement/repai fith appropriate justification for the encroachment in Item 3, above. New encroachment should be mec sured from the outermost bulkhead whaler or piling. 8. D Check here if the proposed work is related to a pre-1939, pre-1987 (installed above Ml-W), and/or pre- 1995 structure, and provide photographs, including dates, to document the date o installation as Attachment 11 following this form. Part V: Engineering Support Documentation and Certification Certain types of projects require documentation of engineering design. If you answer yes to one of the que. �1ion s below, you must submit a completed Engineering Report Cover Sheet (DEEP-LWRD-APP-001 R) as Attachment 18 alon.' Ni th the relevant engineering report(s). 1. Does the proposed activity include engineered structures such as bridges, culverts, stormwater mana 1ement systems, detention basins, and/or flood & erosion control structures? D Yes fZ] No 2. Is the proposed activity located in a FEMA-designated Riverine or Coastal Floodpla i n? D Yes fZ] No If yes, provide documentation i n the Engineering Report which demonstrates that the project is in con 91iance with FEMA's National Flood Insurance Program requirements and the local flood ordinance for the munici1, ality. NOTE - Only the following activities in the Coastal Floodplain require engineering: buildings, flood ar 1 erosion control structures; public access facilities; and, tide regulating structures. See Engineering Report Cover Shi et for further guidance. 3. Is the proposed activity located in a FEMA-designated Floodway D Yes fZ] No If yes, the Engineering Report must include a statement signed by a registered professional engineer ryat there is no­ rise. This documentation must be supported by technical data that is derived from a standard step-ba�Wwater computer model utilizing source data from the Flood Insurance Rate Map (FIRM) or Flood Boundary and Floodv �y Map (FBFM). If a No-rise Certification form is available through the municipal i ty, please include it in the Engineerin! Report. For further information on No-Rise Certification, see No-Rise Certifi cation for Floodways I FEMA.gov The Engineering Report Cover Sheet shall be signed and sealed by a Professional Engineer licensed ip the State of Connecticut. Supporting documentation as identified in the checklist may consist of engineering stutlies and other documentation, as appropriate, in order to describe the hydrologic and hydraulic effects of the proposed act 9ns. DEEP-LWRD-APP-001D Page 7 of 11 Rev. 9/02/2020 Page 124 of 157 Page 125 of 157 Part VI: Certificate of Permission Eligibility Check all applicable boxes to confirm eligibility. Pursuant to Connecticut General Statutes (CGS) Section 22a-363b(a) and (b): Previously Authorized Structures or Activities � A. Substantial maintenance or repair of existing structures, fill, obstructions or encroachment puthorized pursuant to CGS section 22a-33 or 22a-361 or installed prior to June 24, 1939, CGS secli 22a-363b(c). □ B. i' Maintenance dredging of areas which have been dredged and continuously maintained and serviceable as authorized pursuant to CGS section 22a-33 or 22a-361. � C. Minor alterations or amendments to permitted activities consistent with the original permit. D D. Placement or reconfiguration of piers, floats, docks, and moorings within existing waterwarp boundaries of recreational marinas or yacht clubs which have been authorized pursuant to CGS section :.2a-33 or 22a- 361. Pre-1995 Structures or Activities D E. Retention of activities completed prior to January 1, 1995. D F. Minor alterations to activities completed prior to January 1, 1995. D G. Substantial maintenance of any structures, fill, obstructions or encroachments in place prio to January 1, 1995, and continuously maintained and serviceable since such time. Pre-1987 Structures 0 H. Substantial maintenance or repair of structures, fill, obstructions or encroachments placed 11:lrdward of the mean high waterline and waterward of the coastal jurisdiction line, completed prior to Octal er 1, 1987, and continuously maintained and serviceable since said date. Other Activities D I. The removal of derelict structures or vessels. D J. Placement of temporary structures for water-dependent uses as defined in CGS section 22 ,-93. D K. Open water marsh management, tidal wetland restoration, resource restoration or enhancer ent activity, as defined in CGS subsection (a) of section 22a-361, including beach nourishment, and conse,ation activities undertaken by or under the supervision of the Department of Energy & Environmental Protec ion. Pursuant to CGS Sec. 22a-363h: D L. Living shoreline projects with consent from LWRD staff. DEEP-LWRD-APP-001 D Page 9 of 11 Rev. 9/02/2020 Page 126 of 157 Part VII: Supporting Documents The following attachments correspond to Form D. If the Attachment name is followed by "�rEQUIRED", the attachment must be submitted with every application. When submitting any supporting docun ents, please label the documents as indicated in this part (e.g., Attachment 6, etc.) and be sure to include the same a1 91icant name used on Page 1 of this application form. Please check the box next to the attachments listed to indicate t1at they have been submitted, and provide the applicable attachments following this form. NOTE: Attachment r � mbering is NOT consecutive as the attachments relate to multiple LWRD program applications. Attachment I.D. Attachment Description � Attachment 6 Harbor Management Notification If your town has a Harbor Management Commission, submit the certifier mail receipt as proof that this completed application was sent by certified mail to the Co�1mission. D Attachment 8 Conservation or Preservation Restriction Information, if applicable. D Attachment 9 Remediation Documentation, if applicable. [g] Attachment 10 Photographs showing existing conditions of the site REQUIRED D Attachment 11 Photographic Documentation of pre 1939, pre-1987 (above MHW) an� or pre-1995 installation. � Attachment 14 Project Plans, use Proiect Plan Checklist for requirements REQUIRE[ D Attachment 18 Engineering Report Cover Sheet (DEEP-LWRD-APP-001R) � Attachment 20 Natural Diversity Data Base (NODS) Completed NODS Determination#_:___ If the proposed activity is within an NODS area, complete and submit a Fif?iquest for NDDB 1 State Listed Species Review Form (DEEP-APP-007) to the address spe( ified on the form, prior to submitting this application. For NODS maps and more informatic n, visit the DEEP website at www.ct.gov/deep/nddbrequest or call the NDDB staff at 860-.i1:1 4-3011. Please note NODS review generally takes 4 to 6 weeks and may requir � the applicant to produce additional documentation, such as ecological surveys, which m.1st be completed prior to submitting this permit application. A copy of the NODS Final Deterrl'lination response letter that has not expired must be submitted as Attachment 20. lnclu�� 1 a copy of any mitigation measures or management plan developed for this activity and app�oved by NDDB. Please DO NOT include a copy of the NDDB Review Request/Applicatio 1J Be aware that you must renew your NODS Determination if it expires before project worr� commences. D Attachment 21 DEEP Wildlife Division - Osprey Consultation If the proposed activity will occur within 300 feet of an osprey platform, plec �e note that work will be prohibited between May 1st and July 31 51 unless a DEEP waiver i: pbtained. If this seasonal prohibition conflicts with the proposed work schedule, please Cµ -,tact the DEEP Wildlife Division's Wildlife Diversity Program staff at deep.wildlife@ct.gov c... 860-424-3011 for technical assistance before submitting your application. If you are se �ing a seasonal prohibition waiver, documentation of the waiver issued by Wildlife Divers ty Program staff must be submitted as Attachment 21. For known nesting locations, refer� 1ce the Osprey Map at: https://www.google.com/maps/d/viewer?mid= 1GyxnB- UAGxmselecH9Zi4UdH 1ug&u sp=sharing or httos://www.ctaudubon.ora/c i1izen-science. DEEP-LWRD-APP-001 D Page 10 of 11 Rev. 9/02/2020 Page 127 of 157  Part VI: Supporting Documents (continued) D Attachment 22 Dredging Consultation Form (REQUIRED for dredging activities only.) If dredging is proposed, please refer to Reference for Coastal!Tidal Dre i ]ina and submit a completed Dredging Consultation Form. D Attachment 23 Fisheries Consultation Form If your project involves maintenance dredging , beach nourishment (may t e required for groi replacement), or cofferdam installation, subm n it a completed Fisherie.c:, Consultation Form (DEEP-FISH-APP-007). Note: Fisheries cons ultation is not required for disposal only of dredge sediment at one of the open water site s (generally NY dredge�rhjects). D Attachment 24 Department of Agriculture/Bureau of Aquaculture Consultation If your project involves maintenance dredging or beach nourishment (rr1y be required for groin replacement), submit a completed Deoartment of Aariculture/Buri au of Aauaculture Consultation Form. Consultation is not required for towns north of: Ora, ge and Derby/Ansonia on the Housatonic River system; Lyme and Essex on the Connecticut River; and Norwich and Preston on the Thames River. D Attachment 26 Shellfish Commission Consultation Form If your town has a Shellfish Commission an d your project includes beacr nourishment (may be required for groin replacement), su bmit a completed Shellfish <;©mmission Consultation Form. � Attachment 41 Applicant Compliance Information Form (DEEP-APP-002) REQUIR ,:u � Attachment 42 Applicant Background Information Form (DEEP-APP-008) REQUIRED D Attachment 43 Other Information: Any other applicable information the applicant deerm:. relevant or is required by DEEP. DEEP-LWRD-APP-001D Page 11 of 11 Rev. 9/02/2020 Page 128 of 157 Page 129 of 157 Page 130 of 157 Part II: Project and Site Information 1a. Project: Provide a brief description of project/activity/work: To rebuild an existing aut rized dock and retaining wall 1b. Site Name and Location Name of Site: Kerr i-tesidence Address of Site: 86 Bluff Avenue City/Town: Norw a 1 k State: O:T Zip Code: 06853 Parcel Location/Tax Assessor's Reference: Map District 6 Block 15 Lot 1 GPS Coordinates/Latitude and Longitude: Provide the exact location of proposed activity, in deg es/minutes/seconds or in decimal degrees: Latitude: 4 1 0 3 ' 41 . 8 5 "N Longitude: 7 3 26 ' 0 8 . 9 6 '' frJ Parcel/Easement size: If the project is located on a parcel, indicate parcel acreage: 0 . 16 acre I f the project is located on a utility/transportation right-of-way or easement, indicate dimensions or res: N / A Part Ill: Applicant Information • If an applicant is a corporation, #mited liability company, limited pa,tnership, limited liabili ty partnetship, � a statutory �rust, �hey mus ! be registered with the Secretary of State. If applica?_le, the _applican t:s name shall be staY�d exactly as it 1s registered with the Secretary of State. Please note, for thos e entitles registered with the Secretary of $f,ate, the registered name will be the name used by DEEP. This infon·nation can be accessed at the Secretary of.> ate's database (CONCORD) at .Qprtal.ct.gov/SOTS. • If an applicant is an individual, provide the legal name (include suffix) in the following format: First Name; Middle Initial; Last Name; Suffix (Jr, Sr., II, Ill, etc.). • Once an authorization has been received, if there are any changes or corrections to yourcomp anylfacility c rindividual mailing or billing addres s or contact infonnation, please complete and submit the Re!uest to Chaf]ge Com12_any//nr;, Iidual Information to the address indica ted on the form. 1. Applicant/Registrant* Information Name: Pl1illip & Erin I{err Mailing Address: 2 5 Raymond Street City/Town: Darien State: CT Zip Code: 0 6 8 2 0 - 4 9 2 3 Business Phone: -- Ext: __ Contact Person: Phi 11 i p Kerr Phone: 917-596-2451 Ext: --+--+-- E-mail Addresst: phil lip. kerr@grnail. c•rn tEmail i s Required. By providing this e-mail address you are agreeing to receive official correspondence from [ EEP, at this electronic address, concerning the subject application. Please remember t o check your security settings to be : ure you can receive e-mails from "ct.gov" addresses. Also, please notify DEEP if your e-mail address changes. 0 If co-applicant(s}, check this box and attach co�appficant information as Attachment B following ti is form. a) Applicant Type (check one): 0 individual D federal agency D state agency D municipality D r1bal D business entity (if a business entity, complete i through iii below): i) business type: D corporation D limited liability company D limited partnersh J D limited liability partnership D statutory trust D Other: ii) provide Secretary of the State business ID#: __ This information can be accessed at database (CONCORD): Qortal.ct..9.ov/SOTS. DEEP-LWRD-A P P -001 Page 3 of 8 Rev. 08/16/21 Page 131 of 157  i I iii) 0 check here if your business is NOT registered with the Secretary of State's Office. "For processing purposes, the terms Application and Applicant are synonymous with the terms Registration and Registra, t I DEEP-LWRD-APP-001 Page4of8 Rev. 08/16/21 Page 132 of 157 Part Ill: Applicant Information (continued) b) Applicant's interest in property at which the proposed activity is located: D site owner D option holder O lessee O facility owner 0 easement holder O operator O other (specify): __ 2. List billing contact, if different than the applicant: Name: - - Mailing Address: __ City/Town: __ State: -- Zip Code: -- Business Phone: -- Ext.: -- Contact Person: -- Title: - - E-mail: -- 3. Primary contact for departmental correspondence and inquiries if different than applicant Name: James J. Bajek, LLC Mailing Address: 4 5 7 0 Bowen Ba you Road City/Town: Sanibel State: FL Zip Code: 3 3 95 ·7 Business Phone: 6 0 3 - 9 3 0- 4 5 4 9 Ext.: -- Contact Person: Jim Bajek Title:Environmental Cons1itant E-mail: j j baj e k@comcast.net 4. Site/Property Owner"" , if different than applicant: Name: -- Mailing Address: __ City/Town: __ State: -- Zip Code: __ Business Phone: -- Ext.: -- Contact Person: -- Title: -- E-mail: -- *If the applicant is not the owner, submit written permission from the owner as Attachmen C , 5. Facility Owner, if different than applicant: Name: -- Mailing Address: -- City/Town: __ State: -- Zip Code: __ Business Phone: -- Ext.: __ Contact Person: -- Title: - - E-mail: __ 6. Facility Operator, if different than applicant: Name: -- Mailing Address: __ City/Town: __ State: -- Zip Code: __ Business Phone: -- Ext.: -- Contact Person: -- Title: -- DEEP-LWRD-APP-001 Page 5 of 8 Rev. 08/16/21 Page 133 of 157  E-mail: --- I I DEEP-LWRD-APP-001 Page 6 of 8 Rev. 08/16/21 Page 134 of 157 Part Ill: Applicant Information (continued) 7. Attorney or other representative, if applicable. Firm Name: -- Mailing Address: __ City/Town: __ State: __ Zip Code: __ Business Phone: -- Ext.: __ Attorney: __ Title: _ _ E-mail: __ 8. Engineer(s), surveyor(s) and/or other consultant(s) employed or retained to assist in preparing the application and designing or constructing the activity. Name:Redniss & Mead Mailing Address: 22 First Street City/Town: Stamford State: CT Zip Code: 06905 Business Phone: 2 03-32 7-0 5 00 Ext.: __ Contact Person: Garv Keddo -' Title: Surveyor E-mail:�. keddo@rednissmead _ com Service Provided: site survey & '9lans '9re�aration Part IV: Pre-Application Coordination If pre-application coordination occurred, provide DEEP LWRD staff contact information: Staff Name: Emily Herz Date: 4 - 2 2 -2 0 2 5 Part V: Supporting Documents As applicable, check the box by the attachments listed to indicate that they have been submitted. Whe 1 submitting any supporting documents, please label the documents as indicated in this part (e.g., Attachment A, etc.) and I1e sure to include the applicant's name as indicated on this application form. Attach the materials below following this trar � mittal form. 0 Attachment A Structures, Dredging and Fill fee calculation worksheet (if applicable) D Attachment B Co-applicant information sheet (if applicable) 0 Attachment C Written permission from land owner (if applicant is not the owner) D Attachment D Additional signature sheet (if applicable) DEE P-LWRD -APP-001 Page 7 of 8 Rev. 08/16/21 Page 135 of 157 NOTES: 1. This survey has been prepared in accordance with Sections '(J-300b-1 thru 20-300b-20 of the Regulations of Connecticut State Agencies an the Standards for Surveys and Maps in the State of Connecticut as adopted by ,the Connecticut Association of Land Surveyors, Inc. on August 29, 2019. It is a ffneral Location Survey the Boundary Determination Category of which is a. Resunvey of portions of the boundaries as specifically depicted hereon and confor Pl to Horizontal Accuracy Class A-2. The property lines depicted without de 1nition do not 1 represent the surveyor's Property/Boundary Opinion as this map as compiled in part from record research, other maps, limited field measurem ints and other sources of information. It is not to be construed as a Prope o/"/Boundary or Limited Property/Boundary Survey and is subject to such change . s said surveys may disclose. 2. Elevations depicted hereon are based on the North American Ve iical Datum of 1988 (N.A. V.D. BB) and conform to vertical accuracy class tV - 3 '. 3. Refer to Map 13131 of the Norwalk land records. 4. These plans are prepared for the Connecticut Department of Energy & Environmental Protection and the Army Corps of Engineers Tor permitting purposes only. They are not intended to be construction plans nor plans for local permitting if required. 5. The 1% annual chance flood hazard boundary depicted hereon r1s transcribed from the Federal Emergency Management Agency Flood Insur. ce Rate Map 09001C0541G effective July B, 2013. The property is depicted a lying entirely within a 1% annual chance flood hazard boundary (Zone AE EL 15) 6. Property lies within the coastal area management boundary. 7. Field work conducted on May 29, 2024. DECLARATION AND NOTES FOR GENERAL LOCATION SURV 1Y DEPICnNG PROPOSED DOCK 86 BLUFF AVENUE NORWALK, CONNECTICUT PREPARED FOR PHILLIP KERR ERIN KERR To my knowledge d belief this map is Drown By: GK substantially corre t as noted hereon. Checked By: LWP LAND SURVEY(NG LAWRENCE W. POSSO , Jr. CT. P.L.S. #18130 CJVlL ENGi.NEERiNG PLANNING & ZONING CONSULTING Date: May 7, 2025 PERMITTING DTE This document and cop ·els thereof are valid Sheet: 1 Of 7 only if they bear the s gpature and embossed GLS 22 First Street I Stamford, CT 06905 seal of the designated lifensed professional. Tel: 203.327.0500 I Fax: 203.357.1118 Unauthorized alterations fender any declaration ww.v.rednissn1ead.com Comm. No. 7914 hereon null & void. I Page 136 of 157  � & � f � .s: J �� W� soN & ��� � � § � .s: � f:f --sco ?J � C) 0) -0 f:f ; � MC �l\l s: � zy � N � !;::: � � 0 CV) � t-- ;:s � ?J C) rs � � Sl7?£" £r � (j & � TOPSAIL � � ROAD f SAMM IS STRE " § WILSON COVE ET SITE 41 °03'41.85"N FARM CREEK Ro H DR '' 1 SEE SHEET 1 OF 7 FOR NOTES AND CERTIFICATION 0 800 1600 DISTRICT 6, BLOCK 15, LOT 1 ZONE CD-lM LOCUS MAP 86 BLUFF AVENUE NORWALK, CONNECTICUT PREPARED FOR PHILLIP KERR ERIN KERR Permitting Agent James J. Bajek, LLC Drown By: GK LAND SURVEYING C!VIL ENG!NEER!NG 4570 Bowen Bayou Road Checked By: LWP PLANNING & ZONING CONSULTING PERMITTING Sanibel, FL 33957 Dote: Moy 7, 2025 22 First Street I Stamford, CT 06905 Tel: 203.327.0500 I Fa"-' 203.357.1118 Phone: 603-930-4549 GLS Sheet: 2 Of 7 www.rednissn1ead.co1n jjbajek@comcast.net Comm. No. 7914 Page 137 of 157  SEE SHEET 1 OF 7 FOR NOTES AND CERTIFICATION F Lo ,41 'r---EJR['.MP[_ P�E R , * ,. , 1t �- I \_• .,•.,_, J fJ'\"1.{_ \!'J" f•;...,. f , !\iP. ,.• .., � � - 'i� !)/:,'.; 1-11, -l·•-j•1· r. ":·j1',,' r-l'-.al""" t·�,-- J.l\t\l\.,; l'-,! .·,.1t1:,.. t< j._\ - J-. j ..•'�;1. ' •,.·••t) . ,d./<.. N/F f. ,•.·_.rif 'l',,. t,. "f...- ,.� '-• ),!,!' r--<\.,; '>·; ,r"'\f '\ C 56 Sammis Street Rowa yt on , LLC #56 Sammis f N.l,.f!. Street 1stS Vol. 9019, Pg. 291 N.L.R. NOJtl°l-1 - JIAP I� --'----- - - - -- ----================��, - I I r> /. •, ,,,.., IQ:) ,- � - 0-• ,,(_ ✓'\ I � " 12' PRIVATE WAY � ,. '' COASTAL JURISDICTION LINES� � � COINCIDENT WITH FACE OF � FLOOD �• Q < EBB SEA WALL � -� Q I\ � r--. cf () :-­ :::) ,' ...... �&J� � � 0 0 0 - CX) � � C) .g .� � � < �- �� 0 0 0 "--1 � , ..... � � I � ', <t��V)� "'�� C) � .::, � � s ;< ....,,_ c:: � r--. :--;. <b ✓ � SPARTINA � � I CONCRETE SLAB & :.,.., r--. (!) COLUMNS ONLY ;'\I� � � '' ALTERNIFLORA � "" ii � � � ( i 05/29/2024 � � �?- R r ........------- � � '- ,,.. -- < - -·- -- --?$ :::) . BLUFF AVENUE r'•> ···l·1 __ •.1- ( ,f · l,< 1·..-. . 't"' V .,,., \ , s ... -,I ?tr •;.,,-','\!,,, l • ., .· V' .. 1· -t.: tt \,;'(•.;s. � . � 1 :� t_ .... . . L I..I ' r·· • ,/4 · �) I .... l ' �··•:. -• r·\ ,,,--� ' ··-· t,. ) _ i • 1 PLANS ARE FOR PERMITTING �­ PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION PROXIMITY MAP �-� REDNISS VERTICAL DATUM: N.A. V.D. 88 DEPICTING ,Sr__MEAD H. T.L. - HIGH TIDE LINE ELEV. = 5. 4 C.J.L. - COASTAL JURISDICTION LINE ELEV. = 5.4 86 BLUFF AVENUE M.H. W. - MEAN HIGH WATER ELEV. = 3.3 NORWALK, CONNECTICUT !Drown By: GK I ,..,;;... , ' .. M.L. W. - MEAN LOW WATER ELEV. = -3. 7 � .-�,.,- . C1v1L E"'(l1NEtR11,c PtANNJ:-.c & Zor-:,�c CoNsutTJNC !�Checked LAND Sl)nv 1 ;'{JNG - ::.:.:.:;.:�;.:;....:.:_.;.....;..;.;. By: LWP____-t 1 '' == 30' PREPARED FOR j PHILLIP & ERIN KERR PEk.\lffTJNC 22. Fir:il Strt'CI f Stamford, CT ate: Moy 7,___?_025 06905 Td, 203.327.0500 J fax, heel: 3 Of 7 -- - 20).357.I! LS 0 30 60 ,v,vw.n-dni:;:;m\.'ad.cont [Comm. No. 7� 14 Page 138 of 157  l.✓�'-- i,,, / / 'i,,. AN'' ,r- ,r·t. ,.,rl • i (l.': �i .. f'".AN t\llJ"' ••• ,..(,r ?/ / / / --S.-.A SEE SHEET 1 OF 7 FOR NOTES AND CERTIFICATION <o \ '}'o ,"'. \,) - ✓ L1• -/ ( u:, t·, •l...<-l·'\,.,,,.J 5,•. ,,.. :\f. / '· ,; '/7 • f,r·· f� ,.,, 1• 'i) • / • '• ( / / ,,'--\'' t, r !l / )f /_ I ; / -.:;::· / / I / I \ I /I""'_ / I I I / C:V I / / I /:;: \ L. I \ t_ J,tAP 1s131 J(. R. '--" NO�TH - I, I � I:;: • I --..__ � /// I:;: lg -- \\ . I / ', I fC) I e,,,-- ''FARM CREEK / (:; JJ \ \ -- \ \ ; I' I I F:. I I I /� . ,i' j/ / / (T7.I.,TI)I.f:lAL) ,1 I \ / / I /:;: � _-,t= ===I <\, \ \ I ?- / 1 I" / ��.:f, - HIGH TIDE, MEAN HIGH WA"JtR & � I '-RIP RAP /(;; FLOOD > COASTAL_JU_ _fs lS. D J_CJJD.NJJ.NES- -.:...1..._ <l,) / ,,j '- "'-- T ----:-L I-_-=-- -_-_- --1--- <::..-• - -=tBB - - - 68INCIB-Et,ff-W·,IJ=lrACE OF ,,I / ;'--- // ,,j / SEAWALL b / I I \ I r I '--STONE MASONRY I --- ---- ' ( \ I / I SEA WALL I / / \ \ I I - -- / / - / I \ \ \ I / _ ! \ 0::::: \ I I I I I ... '3- - V \ t I v-, / / I •( I I l I �I I / I I I I ' I I I I D / -- .,,,.. -- I / I I I D D - / I I/ _ -- / I I .,,,.. / IP LE / I 0:::::­ ,- - - . I co I -- _.. _.. _.. _. t I ----- I N..n - _.,....-_..,, D .,., - / .,,,.. I ,:1 - 1 / / / / _.,..../ / I D D ' / / .,,,..- / PIL� ,, ,'1, / / .,,,.. .,,,.. / / LANDING / -, .. ,,,, .,,,.. _.. I / _.. I I / ..,_ ,.,.. ,,, / //{( _,, .,., /:;: II ,, / _.. .,,,.. / _.. -1 .:. .,., IS ,.,../ /:::_ / ,,, ,,, ..,._ I" "✓ CONCRETE SLAB & .,,,.. 0:::::- _.. _.. .,,,.. / / J/ // /:;: I� ' /:::_ ,.,.. .,,,.. .,,,.. )\ _I I / _...... - - _.,.... I:;: / ,,, ,,, - I � ,.,.. ,,, SPARTINA / 'O' 1 COLUMNS ONLY .-- () ,,,.. ,,, .,,,.. - - - - - - _..I::_ ,.,. _.. ALTfRNIFLORA .� I /:;: 1 1 '-EX. STONE SEAWALL 05/29/2024 1' - / - .,,,.. / I:;: - - - - - - - / ,.,../_ 0:::::- / (FAILING) '' 7'_- '\ ---- / -"" «:::::: / -- .,., � ' // -- --- ---'-------1-+-----------_,.,___. __ · A VEN - ---- - - - -- - -- I--;-r· �,. _ . f" t , .. � •1· .. ,,•- \l . ,./' l•r' ·•I ..' ,\ .... . .._., 1... • .......-� I f K .f .;; ... .{Llf)E� -,,,,,.. "L• ,•f:\ !: /\{·-: ' .....L f,.,..i,. BLUFF UE PLANS ARE FOR PERMITTING �­ PURPOSES ONL Y, NOT TO BE USED FOR CONSTRUCTION GENERAL LOCATION SURVEY �.J -..:::. DEPICTING VERTICAL DATUM: N.A. V.D. 88 REDNISS -EXISTING CONDITIONS- &MEAD H. T.L. - HIGH TIDE LINE ELEV. = 5.4 C.J.L. - COASTAL JURISDICTION LINE ELEV. = 5.4 M.H. W. - MEAN HIGH WATER ELEV. = 3.3 86 BLUFF AVENUE .... ,. 1 M.L. W. - MEAN LOW WATER ELEV. = -3. 7 .,,.' NORWALK, CONNECTICUT , ;,,,,, 'Drawn By: GK I l.�Kl) SU�VEYJNG 1'' == 20' Cn·1L F.NGJNEEnn,c jChecked By: LWP �..:;;.;,;.____--! PLANNJl'.C & ZONJNC CONSt;LTINC �- ::.:.: ��:;.;;.,.,;;;,;_ PEJL\fJ'ITJNC ate: May 7 , _ 2025 PREPARED FOR PHILLIP & ERIN KERR 22 Fir�t Strcc1 I St:1mfor<i, CT 06905 Tch 203.327.0500 I fax1 [Sheet:_4 Of 7 �- 20J.357,1Jl8 W\V\v.n.:dni:,.'im-:aJ ,CQI\\ omm.. .No._ 7914 0 20 40 Page 139 of 157  SEE SHEET 1 OF 7 FOR NOTES AND CERTIFICATION EX. 4'x16.5' PIER- EX. 2.5'x30' RAMP r-EX. LANDING EX. 10'x10' FLOAT� . .. .... .. •�.'4 , •,..: - ::fi21\ ,.1/. 1�vzv"o/.-- t ' CJL/HTL ,'-. '' . MHW ',-.:...: .._ EX. CONC. PAD (" UL ·''\./ /' 0.0 y>-,_y>-.";,'-."..v<v/,, A '' , EX. STONE WALL V,V, '< '<,(\ /.\V/-.V,,<:(//�//1//Y/, TOP= 7.1 MLW ;>-.""-';\."�"" '{//',{ //'{ //V //,' //V /_,,,. r,,,, r ,�,' '• -SPARTINA EX. GRADE- ALTERNIFLORA EX. PILE (TYP.) ___., CROSS SECTION A - A PLANS ARE FOR PERMITTING PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION GENERAL LOCATION SURVEY �s, -�­ VERTICAL DATUM: N.A. V.D. 88 DEPICTING REDNISS EXISTING CROSS SECTION &MEAD H. T.L. - HIGH TIDE LINE ELEV. = 5. 4 C.J.L. - COASTAL JURISDICTION UNE ELEV. = 5.4 86 BLUFF AVENUE .. - LANO SunvnYJ NC .... �,A,--'�- - c,v,L F.xc1NF,ER1No ••,...' : prawn By: GK 'Checked By: LWP I PL-ANNING & ZO�INC CONSl..'LTJNG i;: .;.:,;;;;.:;;.:,;:;.;;;.....;:.,:_;.;..,.;;;;.;.;.____--, PERMIT'tl�G j M.H. W. - MEAN HIGH WATER ELEV. = 3.3 M.L. W. - MEAN LOW WATER ELEV. = -3. 7 1 '' == 1 O' NORWALK, CONNECTICUT PREPARED FOR ,ate: May 7� 2025 PHILLIP & ERIN KERR 22 first Streel I Srnmford, CT 06905 Tel, 20.l.3Z7.0SOO I fa< , heel: 5 Of 7 ---- 203.3.57. [1]$ \ V\V\\' .rtdni.s$mc:,,.I. rom C<>rnm. _No. 7914 0 10 20 Page 140 of 157  .1 - . '1 c,., /aJ,it._1; Ji'\f t�;..1,\r,:11.�: f'-,1 r)Of..'·· I. /:, yd, - / / -5-.A SEE SHEET 1 OF 7 FOR NOTES AND CERTIFICATION ,, ? \ ·,••···, ,.\"I...., , / / / ._ .l'l. \ -.,• - ..,\.� • ._ / -....,, l� " / / I �-v-"' r,..,,·,1L ,,,-·,r,-••.,· I ,,,,...,,,_,.._; ._.; •� 1)1:.1. �,.--1•�• \!"\".. t !-<.• i . .. I • ...... -., I- I Ge / � Jr·,,\ / 'k, /':, ' / "" \ / I I I / I � //_ / P 1s1s1 11.1,.R- ', <;v I I/ I I I I></ / \<"' l{ORTH - J,IJ. \ I I I {;,: \ c:> / _ 1' I I / {;,: I / fa ,J ·'!., k I --..._ " I • / "" ', \ \ 1 ''FARM CREEK'' ; ff -- ½ 1 I ,1 I �-- 1 \ / {;,: � (T1rn AL} �, \ ) / �$ / HIGH TIDE, MEAN HIGH WATER& ---..__ C\,, "/ 1.1./.fi COASTAL JURISDICTION LINES ..........._, - 1- 1 --1 - - - - --'-_-'""-', FLOOD EB > COINCIDEJ � _T__WI.JJ::LEACE OF- - -1- ........"s_ 1 1 , ' PROPOSED FL:OAT -k� f 1 \ 1 1 '\_ I(<>-. " STABILIZER 1CABLE (TYf.)----. \ \,.l / I / If?' K \\ 1 I 1---- ( \ I ' / , I ------ _ .,., \ \ I I PROPO.§�D... .NEW 1 O'x 1 o· FLOAT - I ) \ \ {;,: � I -?> PROPOSED 4"x4''x18" LEGS __ , / I' I I \ I 1>:::J,....., rf 1 1 ) QN 2"x6"x10' SKIDS AS .,,. 1 I 1 1 1 I , 1 h fLOAT STOP SYSTEM (TYP.) 11 '' I 1 / ........___ '"'-./ .,, """<_---- ,,.... .,,.,,.... _,. ,,, .,,. / I I I I;_ I I D D D II PR9P0Sc:0 3'x30' RAMP _.,.,,. _.,.,.,,.... _. 1 1"'-".: 1 1 1 . . 4:, • ., 1 1 ,</ I /.,.,.,., PROPOSED • x 1 6' PIER---=--,2:�_-:::;;." D 1 I . / ,, ,� ,,,.,., / / /"BOTTOM ELEV.= 8.3' / --...... .--- .--- / EX. 1;,ILE J.1:-Y-P:J '7 , ,, ,, - I / .,., / D D 7 I ' ,,_. - .,,. / / ,,, , , / {;,: /,,, ,, I {;,: I/ � / // _ .,., I / {;,: / .,.,.,., .,,. I� / ,_.... ../ _:_ .,., _. _. _. ,...- / .,., I _. ,_.... "" /_ .l / ... :J:: / ;\ / / -- / _ _.,, / "" .,.,"' _.,. _. -�/_/ ,, / "" I � I CONCRETE SLAB & '' � .,., ,k _.,,,.,,. SPARTINA / I 1 -PROPOSED CONC. PAD TOP= 8.3' COLUMNS ONLY _. - - - - - - / _ /_ ,,,,,, � _.. AL TERN IFLORA � .,,., _ () ,.,, ,. / 05/29/2024 .,,. / _ / . _ . ,/ / _ / PROPOSED 1.5' x 119.5' ,,, r -..... ..... ...... -/-_ - ,,, ./ /_ I ,,, ..... - - � jf � " _,,.--- -- --- '' ,,,,. {;,: �[f / '- STONE MASONRY SEA WALL - �-'\- - TOP= 8.1 / .... / ....... , ,.,,,.. � .,,. .,,. ?... f! {;,: / / _.,. I::. _,,, L)4 __ & --- -------..____ ell 1s ' 1.,.-� L.. =---· ----- � ,___ __ ., I·--c·,, ,, ., ,.t..... ">1" NE' ' t - ..,......,/'. l,· 'El.<-· (· · l. ;;I i •, -. I .. - 1 f • " � I , , ,,,-; � ft 1l !! .;,,, - ,,.... {'···• ;"'\ . . -� -- _ ,,. . f "' )... , i"'''· '._ --�- ..... ; '' t' BLUFF A VENUE PLANS ARE FOR PERMITTING �,II� PURPOSES ONLY, NOT TO BE USED FOR CONSTRUCTION GENERAL LOCATION SURVEY �� DEPICTING VERTICAL DATUM: N.A. V.D. 88 REDNISS -PROPOSED CONDITIONS- &MEAD H.T.L. - HIGH TIDE LINE ELEV. = 5. 4 C.J.L. - COASTAL JURISDICTION LINE ELEV. = 5.4 86 BLUFF AVENUE -r-�·-', � LAND StJRVE\')�G C1v1L EN< ;JNEr.RtNO -�....;,.,...:.�, hecked e •0 LWP PJ�J\NNINt: & ZOi--JNC CoNSUl.'l'JNG t----'---'----"'- ------, prawn By: GK I M.H.W. - MEAN HIGH WATER ELEV. M.L. 'Ir. - MEAN LOW WATER ELEV. 3.3 -3. 7 1" = 20' = = NORWALK, CONNECTICUT PREPARED FOR ____________, ....a Pem.,HrrJNG • t Srreet I Stam , ,onl, CT ate: M 7. 2025 PHILLIP & ERIN KERR 22 fm __ ; 1------------- - !Sheet: 6_Of 7 069�5 0 20 40 Tcb ZOJ.327.0soo f l'a" �omm. No. 7914 203.357.1118 W',OJ\.\•.n: dnissmead.c:om Page 141 of 157  SEE SHEET 1 OF 7 FOR N OTES AND CERTIFICATION PROPOSED CONC. PAD---, TOP = 8.3' PROPOSED 4'x16' PIER---, .-- PROPOS_ED STAIRS ■ BCiiOM �C.Lt..V. ::::_ _ PROPOSED 3'x30' RAMP� CJL/HTL '11<«<�//.¥/�- MHW PROPOSED STONE MASONRY SEA WALL TOP = 8.1 0.0 ";-'-"'v,V/., /..1/ / 1/--<'//�4/Y'/>-Y»-Y�Y�'v>>, YA."< MLW .\;//"( //-.; //,"//V //,' //'' //V , /v , ,_, , ,. -SPARTINA ALTERNIFLORA EX. GRADE-/ EX. PILE (TYP.) - _, PROPOSED 4"x4"x18" LEGS� PROPOSED FLOAT_____. ON 2"x6"x1 O' SKIDS AS STABILIZER CABLE (TYP.) FLOAT STOP SYSTEM (TYP.) CROSS SECTION 'A' - 'A' PLANS ARE FOR PERMITTING �- PURPOSES ONL Y, NOT TO BE USED FOR CONSTRUCTION GENERAL LOCATION SURVEY DEPICTING VERTICAL DATUM: N.A.V.D. 88 REDNISS PROPOSED CROSS SECTION I &MEAD H. T.L. - HIGH TIDE LINE ELEV. = 5. 4 C.J.L. - COASTAL JURISDICTION UNE ELEV. = 5.4 M.H. W. - MEAN HIGH WATER ELEV. = 3.3 86 BLUFF AVENUE ..., ,. ,.• . .: .... , .,. jorown By: GK M.L. W. - MEAN LOW WATER ELEV. = -3. 7 NORWALK, CONNECTICUT I LANO SURVE\11'0 ............... Bv: PREPARED FOR CJVJL'E1'GJ1'EoRJ'10 1 '' == 1 Q' Checked LWP PLJ\NNJNO & Zor-.•t .-.•O CON.SULTJNC �' -;;.;.;..;..;..;.;,;..,...;;_,<.;.;....._____--t i'ERMl1'Tl'1C ate: Moy 7, 2025 ___ PHILLIP & ERIN KERR 22 First Str�et r St:unfon.l, CT 06905 Tel, 20J,3Z7.0500 I F:ix, heet: 7 Of 7 203.357. 0 l$ ,,.·ww.rcdni.s:m1ead.cot\l 'Comm. No. 7914 0 10 20 • -- - - - - - Page 142 of 157 Page 143 of 157 Page 144 of 157 Page 145 of 157  Norwalk Planning & Zoning Commission 125 East Avenue Norwalk, Connecticut May 14, 2025 Memorandum To: Mayor Harry Rilling; Planning & Zoning Commission – Galen Wells, Chairwoman; Connecticut Department of Energy and Environmental Protection (DEEP), Norwalk Harbor Management Commission, Five Mile River Commission, Town of Darien, Town of New Canaan, Town of Westport, Town of Wilton, WestCOG From: Bryan Baker, AICP, Principal Planner Re: #2025-35 R – Planning & Zoning Commission – Zoning Regulation Text Amendment(s) to Articles 4, 6 and 9 regarding details on minimum and maximum ceiling heights for certain uses; allowing Open Space as a principal use in all zones; permitting Townhouses within the SD-MC zone by Special Permit; revisions to the limitations on certain uses that referenced out-of-date road classifications; revisions to the flood zone regulations specifying areas of structures that must be unfinished; deleting the definition of Attic; modifying the definitions of Story, Half-, Story, and Lowest Floor; creating definitions for Unfinished Area and Finished (Habitable) Area; Please accept this letter as the statutorily required referral for amendments to the City of Norwalk’s Zoning Regulations. The Norwalk Planning & Zoning Commission will be holding a public hearing on the following zoning regulations amendments at a meeting that is tentatively scheduled for June 18, 2025. The zoning map can be found here: https://www.norwalkct.gov/DocumentCenter/View/32441/ApprovedZoningMap_Effective2_19_24 The existing Zoning Regulations can be found here: https://www.norwalkct.gov/DocumentCenter/View/34823/Zoning- Regulations_Rev_3_28_25?bidId= For clarity: - Each proposed revision will be under a separate page - New/Proposed text is indicated in red text - Deleted text is indicated as struck-through text 1 Page 146 of 157  1. Modify Table 4.3.1-G which applies to the CD-3C to include the following amendments: Ceiling Height May not exceed 13 ft. from finished floor to finished floor, except for: 1. A first floor Business/Commercial, Office, Restaurant, Retail/Personal Service, or Lodging Use which must be a minimum of 15 ft. with a maximum of 25 ft. 2. Auditoriums, Community Centers or Places of Assembly, Commercial Recreation Establishments, Event Venues, Museums, Performing Arts Theaters, and Places of Worship 2 Page 147 of 157  2. Modify Tables 4.3.1-G, H and I which applies to the CD-3W, CD-4 and CD-4W zones, respectively, to include the following amendments: Ceiling Height May not exceed 13 ft. from finished floor to finished floor, except for: 1. A first floor Business/Commercial, Office, Restaurant, Retail/Personal Service, or Lodging Use which must be a minimum of 15 ft. with a maximum of 25 ft. 2. Auditoriums, Community Centers or Places of Assembly, Commercial Recreation Establishments, Event Venues, Museums, Performing Arts Theaters, and Places of Worship 3 Page 148 of 157  3. Modify Table 4.3.9.A which applies to the principal use table to include the following amendment: Principa CD CD CD CD CD CD CD CD CD SD SD SD SD SD CV l Use -1L -1M -1S -2 -3 - -3C -4 - -H -IC -LI -HI - 3W 4W MC Open NR NR NR NR NR NR NR NR NR NR NR NR NR NR N Space R 4 Page 149 of 157  4. Modify Tables 4.3.1-N, 4.3.8.A, 4.3.8.B, 4.3.9.A which applies to permitting Townhouses in the SD- MC zone to include the following amendments: Table 4.3.1-N Building Types Cottage NP Jewel Box P House NP Commercial P Estate House NP Mixed Use P Duplex NP Flex P Townhouse NP P Mid-Rise NP Small Multifamily NP Large Scale NP Building Commercial Large Multifamily NP Civic P Building Live/Work P Table 4.3.8.A Principal Building Type Permitted Districts Townhouse CD-3, -3W & -3C, CD-4 & -4W, A Principal Building in a SD-MC collection of very narrow- to medium-sized attached Buildings on contiguous Lots or Building Sites with a back yard (or yard along the side if an end unit), which collection consists of side-by-side Dwelling Units with individual entries facing the street. Each Building occupies the full Frontage Line of its Lot or Building Site and shares at least one party wall with another Building of the same type. 5 Page 150 of 157 Table 4.3.8.B Permitted Districts CD-3, CD-3W, CD-3C, CD-4, CD-4W, SD-MC Table 4.3.9.A Principal CD CD CD CD CD CD CD CD CD SD SD SD SD SD- C Use -1L - -1S -2 -3 - - -4 - -H -IC -LI -HI MC V 1M 3W 3C 4W Townhous NP NP NP NP P P P P P NP NP NP NP NP N e SPU P -L 6 Page 151 of 157 5. Modify Section 4.3.9.G which applies to limitations on certain uses to include the following amendments: c. Amphitheater (Civic) (2) The traffic generated by such facility shall be safely accommodated along major streets without traversing local minor streets; and (3) Access to such facility shall be by a paved public major arterial or major collector street. Traffic shall not be directed through Residentially zoned or Residentially used property, through areas that are Adjacent to Residentially zoned or Residentially zoned property, or on minor Residential streets traversing Residentially zoned or Residentially used property areas or areas that Adjacent thereto; and d. Amphitheater (Commercial) (2) The traffic generated by such facility shall be safely accommodated along major streets without traversing local minor streets; and (3) Access to such facility shall be by a paved public major arterial or major collector street. Traffic shall not be directed through Residentially zoned or Residentially used property, through areas that are Adjacent to Residentially zoned or Residentially zoned property, or on minor Residential streets traversing Residentially zoned or Residentially used property areas or areas that Adjacent thereto; and g. Auditorium, Community Center or other Place of Assembly (2) The traffic generated by such facility shall be safely accommodated along major streets without traversing local minor streets; and (3) Access to such facility shall be by a paved public major arterial or major collector street. Traffic shall not be directed through Residentially zoned or Residentially used property, through areas that are Adjacent to Residentially zoned or Residentially zoned property, or on minor Residential streets traversing Residentially zoned or Residentially used property areas or areas that Adjacent thereto; and o. Cannabis Dispensary Facility shall be permitted in accordance with the applicable Use Table, subject to the following: (16) Said facilities shall be located and accessed from a collector or arterial street Commercial Thoroughfare street typology per the City of Norwalk Complete Streets Design Guide, as amended. q. Cannabis Hybrid Retailer shall be permitted in accordance with the applicable Use Table, subject to the following: 7 Page 152 of 157 (16) Said facilities shall be located and accessed from a collector or arterial street Commercial Thoroughfare street typology per the City of Norwalk Complete Streets Design Guide, as amended. v. Cannabis Retailer shall be permitted in accordance with the applicable Use Table, subject to the following: (16) Said facilities shall be located and accessed from a collector or arterial street Commercial Thoroughfare street typology per the City of Norwalk Complete Streets Design Guide, as amended. 8 Page 153 of 157  6. Modify Section 6.9.5.C.1 which applies to construction within the Special Flood Hazard Zone to include the following amendments: a. Residential Construction. All new Construction, Substantial Improvements, and repair to Structures that have sustained Substantial Damage which are Residential Structures shall have the bottom of the Lowest Floor lowest floor, including Basement, elevated two (2) feet above the Base Flood Elevation (BFE). Electrical, plumbing, machinery or other utility equipment that service the structure must be elevated two (2.0) feet above the BFE. Any level below the Lowest Floor shall be Unfinished Area. c. Fully Enclosed Areas Below the Base Flood Elevation Plus Two (2) Feet of Elevated Buildings. All new Construction, Substantial Improvements, or repair to Structures that have sustained Substantial Damage, whether residential or non-residential, that include fully enclosed areas formed by a foundation and other exterior Walls shall have the lowest floor Lowest Floor elevated to two (2) feet above the Base Flood Elevation (BFE). The elevated Building shall be designed to preclude finished living space to preclude Finished (Habitable) Area below the lowest floor Lowest Floor and be designed to allow for the entry and exit of Flood waters to automatically equalize hydrostatic flood forces on exterior walls (wet flood-proofing), except where dry flood-proofing is allowed per Section 6.9.5.C.1.b. Designs for complying with this requirement must either be certified by a registered professional engineer or architect registered within the State of Connecticut, as meeting the requirements of ASCE 24 Section 2.6.2.2., or meet the following minimum criteria listed in Sections (1)-(8) below: (5) The area cannot shall not be used as finished living space Finished (Habitable) Area and shall be an Unfinished Area. Use of the enclosed area shall be the minimum necessary and shall only be used for the parking of vehicles, Building access or limited storage. Access to the enclosed area shall not exceed be the minimum necessary to allow for the parking of vehicles (Garage door) or limited storage of maintenance equipment used in the connection with the premises (standard exterior door) or entry to the living area (stairway or elevator). The enclosed area shall not be used for human habitation; (6) All interior Walls, floor, and ceiling materials located below two (2) feet above the BFE shall be Unfinished Area unfinished and be flood damage-resistant in accordance with FEMA Technical Bulletin 2, Flood Damage-Resistant Requirements. 9 Page 154 of 157  7. Modify Section 6.9.5.D.12 which applies to construction within the Coastal High Hazard Zone to include the following amendments: (12) If Breakaway Walls, lattice work or insect screening are utilized, the resulting enclosed space shall not be designed to be used for human habitation or Finished (Habitable) Area, but shall be designed to be used only for parking of vehicles, Building access, or limited storage. Utilization of non-supporting enclosures of 300 square feet or more are subject to increased insurance premiums. 10 Page 155 of 157  8. Modify Section 9.3 Defined Terms, to include the following: Attic: the interior part of a Building contained within a pitched roof structure. See Illustration 9.3.A-3 (Attic) Story, Half-: a level within a Building or other Structure that is an Attic in which the area with a ceiling height of seven-feet six inches (7’6”) or greater between the surface of the floor and the bottom of the rafters above it when excluding Dormers, is fifty percent (50%) or less of the Attic floor area under that roof, or, when including Dormers, is sixty percent (60%) or less of the Attic floor area under that roof. A level within a Building or Structure, which may include a ceiling, whose height, measured between the floor and the bottom of the roof rafters, does not exceed seven feet six inches (7’6”) for more than fifty percent (50%) of that floor area, or, when including Dormers, sixty percent (60%); or a level within a Building or Structure, located under a flat roof, whose total floor area does not exceed fifty percent (50%) of the floor below and must be set back a minimum of five feet (5’) from all building faces. Unfinished Area: As related to fully enclosed areas below two feet above the base flood elevation (BFE+2’),an enclosed area that is used only for the parking of vehicles, building access or storage purposes and that does not meet the definition of a Finished (Habitable) Area. Drywall required for fire protection is permitted in Unfinished Areas. Unfinished enclosed areas below the BFE+2’ shall comply with FEMA Technical Bulletin 2, Flood-Damage Resistant Materials Requirements. Finished (Habitable) Area – As related to fully enclosed areas below two feet above the base flood elevation (BFE+2), a space that is, but is not limited to, heated and/or cooled, contains finished floors, has sheetrock walls that may or may not be painted or wallpapered, and other amenities such as furniture, appliances, bathrooms, fireplaces and other items that are easily damaged by floodwaters and expensive to clean, repair or replace. Story: a level within a Building, being that portion between the surface of any floor and the surface of the floor next above it; if there is no floor above it, then the space between the floor and ceiling next above it; unless that space is a Half Story. The number of Stories shall be measured from the Finished Grade along the Principal Frontage of a Structure and/or Building. (1) A Basement is a Story when the ceiling height is more than three (3) feet above the Finished grade measured along the Principal Frontage of the Structure and/or Building; except that, within the Special Flood Hazard Areas the lowest level Unfinished Area below the Lowest Floor is not a Story provided that more than 50% of the floor-to-ceiling height is below the Base Flood Elevation. a. It is uninhabitable space and can only be used for Parking or storage; and b. More than 50% of the floor height is below the Base Flood Elevation. 11 Page 156 of 157  (2) For Structures on pilings within the Special Flood Hazard Area, the area between the ground and the floor next above it shall not count as a Story, provided that more than 50% of the Existing Grade is below the Base Flood Elevation. Lowest Floor: The lowest floor of the lowest enclosed area (including Basement); except Within a Special Flood Hazard Area, an unfinished Unfinished Area or flood resistant enclosure usable solely for parking of vehicles, building access or storage., in an area other than a basement area is not considered a Building’s lowest floor. 12 Page 157 of 157