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Home My WebLink About20240763 Ver 1_401 Application_20240603ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director NORTH CAROLINA State of North Carolina Environmental Quality Department of Environment Quality Division of Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization Shoreline Stabilization Application Form FORM: SSGP 09-2020 Three copies of the application (including attachments) and the application fee should be sent to: If sending via US Postal Service Paul Wojoski DWR — 401 & Buffer Permitting Branch 1617 Mail Service Center Raleigh, NC 27699-1617 If sending via delivery service (UPS, FedEx, etc.) Paul Wojoski DWR — 401 & Buffer Permitting Branch 512 N. Salisbury Street Raleigh, NC 27604 NOTE: Before submitting this form, please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) which states "At least 30 days prior to submitting a certification request, the project proponent shall request a pre -filing meeting with the certifying agency." In accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5), all certification requests must include documentation that a pre -filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read more information on when this form is needed prior to application submission or here to view the form. Attach documentation of Pre -Filing Meeting Request to this application. Date of Pre -filing Meeting Request: DWR ID # Version A. Applicant Information [15A NCAC 02H .0502(a)] 1. Owner Information Name: Mailing Address (required) (if applicable) Salisburv-Rowan Utilities (City of Salisbu P.O. Box 479 Salisbury, NC 28145 Telephone Number: 704-638-5202 Fax Number: E-mail Address: ibehm@salisburync.gov North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORTH CAROLINA _ Department at Environmental Duality 919.707.9000 2. Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signed this application form. (A form can be downloaded here: http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZ ATION FORM.pdf) Name: N/A Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: B. Project Information [15A NCAC 02H .0502(a) & (b)] 1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram provided at the end of this application form. 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, etc.) 4. Location of the property (where work is to be conducted) County: Rowan Nearest Town: Salisbury Lake/ river/ ocean adjacent to property: Yadkin River / High Rock Lake Property size (acres): 15.83 acres Subdivision name or site address (include phase/lot number): N/A, Tax Parcel # 308 201 Directions to site - please include road names and numbers, landmarks, etc.: 1-85 to Salisbury East Innes St. exit. east on E. Innes St.. R on N. Fulton St.. L on Mockville Ave. which turns into Old Mocksville Rd., R on Hannah Ferry Rd., site is on the right Oust past the powerline right-of-way. Latitude (in decimal degrees) 35.44.2803 Longitude (decimal degrees) 80.27.3196 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): River shoreline and wooded river bank FORM: SSGP 09-2020 Page 2 of 6 6. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): To stabilize an eroding shoreline and protect it from further erosion. 7. Will work be conducted from land? ® From water? ❑ 8. Total amount of impacts below the normal pool lake level / Normal Water Level Permanent impacts (including all excavation, backfill, rip rap, retaining walls, etc.) in square feet: 13.020 sa. ft. Temporary impacts in square feet: None 9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet land -ward Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet: 1.890 sa. ft. Temporary impacts (temporary clearing, construction corridor) in square feet: 10,500 sq. ft. 10. Please describe the vegetation above the normal pool lake level/ Normal Water Level and 50 feet landward to be impacted (number of trees, for instance): Numerous trees will be removed to install the proposed shoreline stabilization. 11. Signature By signing below, I, as the project proponent, certify to the following: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time Owner/Agent's Signature* [15A NCAC 02H .0502(f)] Date #Agent's signature is valid only if an authorization letter from the owner is provided. 12. Please approximately sketch the following information on this plan and provide dimensions for each item: a. All proposed vegetation clearing b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation FORM: SSGP 09-2020 Page 3 of 6 d. Location of any proposed structures such as buildings, retaining walls, docks, etc. e. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation La ke {At Full Pond/ Normal Water Level} Full Pond/ Normal Water Level IIII� IIIII� ShorehnIIII�e Plan View Lake (At rul I Pond/ Normal Water Level) Existing Dock / 30ftx7ft 3ftx150ft Below full pond/ N W L Full Pond/ Normal Water Level _ r-7Ilorellne -- 4ftx 150ft Riprap Above full pond/ NWL 2 ft. x 150 ft. additional clearing " if necessary E AMP E Plan View FORM: SSGP 09-2020 Page 4 of 6 7 N La ke (At Full Pond/Normal Water Level) EL Q Side View U- FORM: SSGP 09-2020 Page 5 of 6 3 ft below full pond water level 4 ft. above full pond water level 2 ft. additional clearing f necessary Existing bank 10 ft. bank a height dy¢ I I lr� FORM: SSGP 09-2020 Page 6 of 6 NCDEQ 401 WATER QUALITY CERTIFICATION SHORELINE IMPACT AREA CALCULATIONS APPLICANT: Salisbury -Rowan Utilities (City of Salisbury) Tax Parcel 308 201, with access from Hannah Ferry Road STABILIZATION IMPACT AREA CALCULATIONS The attached shoreline site plan shows 210 LF of proposed shoreline stabilization measures Details prepared by Black & Veatch indicate a proposed shoreline slope that is graded at 1:1 prior to installation of the gabion baskets. The estimated normal pool level and the estimated height of the subject shoreline above the normal pool level are depicted on the attached details. The Site Plan prepared by Black & Veatch indicates that an area of the river bottom will be excavated to an elevation of 606 for a distance of approximately 50 feet from the base of the gabion basket shoreline stabilization. Calculation 1— Impact Area Below Normal Pool Level (Item 8 on NCDEQ Form SSGP 09-2020) Area of Impact = Shoreline Length x Depth* x Slope to Shoreline =210'x12'x1 = 2520 sq. ft. of impact to shoreline Area of Impact = Shoreline Length x Distance beyond gabion baskets To River Bottom =210'x50' = 10,500 sq. ft. Total Area of Impact = 13,020 sq.ft. Calculation 2 — Impact Area Above the Normal Pool Level (Item 9 on NCDEQ Form SSGP 09-2020) Permanent Impact From Shoreline Stabilization Measures Estimated Height of Bank Above Normal Pool depicted on Details Estimate 210 LF of Shoreline = 9 ft. Above Normal Pool Area of Impact = Length x Height x Slope =(210'x9'x1) = 1890 sq. ft. Impact From Construction Above Shoreline Stabilization Assume 50 ft. Wide Zone beyond top of gabion basket stabilization Area of Impact = 210' x 50 ft. = 10,500 sq. ft. Total Area of Impact Above Normal Pool Level = 12,390 sq. ft. 11 I 1 \ ,. \^ ° 0 0 ° o°°o°o1`�oo°o\o�� 0 0000p \ 1 \�Y�IRI+II 01 °o°° °pO - �o��°°°629 °0III II 1II 11 I I I 1 1 1 \ \ I �6280�0� °°°°° 0 1 \ r AR10h WALL \ \ 1 0 0 °° obi\\ \\\ III y \\ \\I \\ o o ° \ \\\\\\\ ,\ \\\� 00 \ \ \ \ \ \ \ \ \ I \1 1 G\ I n \ \ r \ \ 00 °° ° \\\ \\ \ \ 1 ./ �\ I °G ° 6196.P4 � o ° 1 I \ ° ° \ �\ ° ° l �` \\\ I I\ YRI-05 /� ` \ \ \\ \ \\\ \\\ 1 \ YA KIN IVE RAW WATER INT K M STATION .o\\\\\\\\\ \ \\\ \ \ I E 116711 5.45 � CUBE YADKIN GENERA- \ \ \ YRI-061 I \ \ \ 1 \\ 1 \ I I TAX PARCEL 300 1 I ° °° \ \ \ 11 \ 1 TAX PIN 5772-03-43- I \ ° ° \ \\ I \ 1 \ \ \\ I 1 \ DB. 1284, PG. 34 I' \ �° ° ° 00 3�\\ I GABION WAL C \ I 00 0 0 0 0 \ \ \ \ \\\ \� \\ \ (TYP) C-9�5041 \ N 727932.91 \ \ 0 0 E 1567031.40, 1 ( \ \0°° ° 0 ° 0 \� \ �II i I I I II APPRbXIMATE TOE OF \ ° oo \ BURIEb GABION WALL T) N 00 0° ° 1 S \ \ 178 of 1 0 0 0 0 I I\ I I I I I ° YRI-04 \ 0 0 0 °° °0 v o 0 op ° \ o \ b 00 0 000 0p0 0 00 0 0 000 0 0111��II \do I \1\1 \\\ G IO UT-0FF D 6250, / �I 1 I I I I 1 \ \!; ALL (ITYP OF �) C-99-504 \ \� VEGETATE W/ SPECIFIED SEED MIX FROM TOP OF GABION WALL TO 5'-0" BEYOND TOP OF RIVER BANK 6'-0" 3'-0" 3'-0" 3-4-3'-0" 3-4-3'-0" 3'-0" FINISH GRADE o --_-_--oQ-oQ"oQ.o0. EL 624.00 v-- - GABION BASKETSA - - - - "Q_ _-oO = oq Q o Q o Q" o Q" o 0- igaq agiq -- 3 oQ oQ oQ oQ -_ --- _-- - o EL 618.00 //\ oq i9a9 a9 iq Q EL 615.00 °q-z9-zQ:9s9-z9 -_pQ pQ pQ pQ "ogaga9j"9j9 - _ v__ Q__ v__-v - -Q -aQ -oQ aQ TEMPORARY SLOPE ' --- - -- -- --- - EL 612.00 op0 QQ. QO QO -.eq i9 °9 s9 s9 is FILTER FABRIC - - - - - - GRANULAR FILL EL 609.00 ----- - - - -- EL 606.00 12"MIN °.egaq.¢q¢q¢QeC -"-SLOPE �- /\//\/ "°.9's9 s9 stl (SEEGENERAL \/\\/\\/\ NOTE 2)\ EL 603.00 TOP OF BEDROCK TOE OF GABION GABION WALL I GAE BEARING ELEV FND GABION WALL TYPICAL SECTION NO SCALE FILTER FABRIC VINYL SHEET PILING. BOTTOM SHALL EXTEND TO ROCK. CUT TOP OFF FLUSH W/ TOP OF GABION CUT-OFF WALL AND FLUSH W/ GRADE BEYOND O--O--O--O--O--O-�Q--O--O QoQ oQ oQ oQ oQ oQ q„ oQ o0. EXISTING GRADE VARIES 40-4O.0o-°Q'OQ-4Q 40-OQ va4Q 40- 0 �_o Q-op ap--ap-ap op op--ap-Qp--oQ oQ 6"MIN ((SEE NOTE) '3 0 __ -__ -__ ._-__ ._-°--.4 --4-'4 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00G � i O o0 O o0 00 O -O O- O -O O O o0 O O o0 O �O O O o0 Q o0 o0 00O.00 °O O °O °O °O -O °O O °O °O OVQ ° o -�, - RIVER BOTTOM oQ oQ oQ oQ oQ oQ oQ oQ oQ oQ oQ o Q.o Q oQ oQ oQ oQ oQ oQ oQ oQ oQ 0O a FINISH GRADE GABION WALL N GABION WALL B 1 TOP OF BEDROCK — BEARING ELEVATION Gnni (ELEVATION VARIES) CONC BACKFILL (SEE GENERAL NOTES) NOTE: TOP OF GABION CUT-OFF WALL SHALL BE EQUAL TO OR ABOVE THE ADJOINING GABION WALL AND SHALL EXTEND A MIN OF 6" ABOVE THE EXISTING GRADE. TYPICAL GABION CUT-OFF WALL - SECTION NO SCALE •� I - � ,.� - -r'�, •*x~• } �• n �� ', Ili., •�' �� ?� ' ' - Lei +:�� 1�`' ;a�� k -�� - - i!�yt'kxx�SV, • ��, �+_� k4.1.; {jj � `r r .''�', _ �. �■ :f#'.sly. � h l �. ��5yyl +f�.' Cr' � �'i � .., , •• . 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