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Home My WebLink About20210775 Ver 1_Pre-Filing Meeting Request_20210414DWR Pre -Filing Meeting Request Form ID#* Regional Office* Reviewer List* 20210775 Version* 1 Mooresville Regional Office - (704) 663-1699 Alan Johnson Pre -Filing Meeting Request submitted 4/14/2021 Contact Name * Contact Email Address* Project Name* Project Owner* Project County* Owner Address: Heath Caldwell heath.caldwell@wetlands-epg.com Weddington Glen CH Land Union Street Address 6412 Bannington Road Address Line 2 Oty State / Bovine / Region Charlotte NC Fbstal / Zip Code Country 28226 USA Is this a transportation project?* r Yes r No Type(s) of approval sought from the DWR: i7 401 Water Quality Certification - I— 401 Water Quality Certification - Regular Express I— Individual Permit I— Modification F Shoreline Stabilization Does this project have an existing project ID#?* r Yes r No Do you know the name of the staff member you would like to request a meeting with? Alan Johnson Please give a brief project description below and include location information. * The forthcoming PCN will include a request for a NWP 29 associated with one road crossing at the Weddington Glen site on 48.8 ac south of Hemby Road near its intersection with Weddington Matthews Road in Weddington, NC. There are four streams and five wetlands onsite. By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature Submittal Date 4/14/2021 0 0 0 SITE z BIRCHAVEN DR OHP LOCATION MAP NOT TO SCALE LEGEND: O REBAR FOUND (AS NOTED) #4 REBAR SET CALCULATED POINT SEWER MANHOLE SEWER LINE CLEANOUT FIRE HYDRANT WATER VALVE • WATER METER TREE FIRE HYDRANT MAIL BOX fO UTILITY POLE ® UTILITY PEDESTAL OVERHEAD UTILITY LINE WATER LINE Fo/c FIBER OPTIC LINE �. TREE LINE N.T.S. NOT TO SCALE E/P EDGE OF PAVEMENT CB CATCH BASIN RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY GRAVEL ROAD 1 it GRAPHIC SCALE 100 0 50 100 200 NOTES: 1) NO DEVELOPMENTAL STUMP -HOLE BURIAL SITES KNOWN AT THE TIME OF THIS SURVEY 2) IRONS SET AT ALL CORNERS UNLESS OTHERWISE NOTED 3) ZONED: RCD USE: FARM FRONT SETBACK: 75' REAR SETBACK: 40' SIDE SETBACK: 15' 4) SUBJECT TO ANY AND ALL EASEMENTS, APPURTENANCES AND ENCUMBRANCES IF ANY RECORDED OR IMPLIED 5) AREAS CALCULATED BY COORDINATE GEOMETRY 6) NO TITLE SEARCH HAS BEEN DONE BY THE ISAACS GROUP AT THIS TIME 7) PROPERTY OWNED BY TUDOR SANDRA H TRUSTEE DB.AP14 PG.38 PARCEL ID#06120003 SIMPSON JASON N DEED BK: 3095 PG-860 PARCEL ID#: 06120002E N49 04 49 i , 7 / \--- — ---c ))11%//,;()) / (cc). -2 z , c„c s +713.46 ,000 17 DErj°64-r---1=MENT INGREss- AXLE N/F UNION COUNTY DEED BK-6136 PG-377 ZONED: R40 USE: WATER TOWER I AXLE N/F TOWN OF WEDDINGTON PARCEL#: 06120004A DEED BK-6285 PG-62 ZONED: R40 USE: TOWN OF WEDDINGTON THE PROVIDENCE VOLUNTEER FIRE DEPT INC \ / 1 \ / o v �TUDOR SANDRA H T�USTEEI 1VA 1 �0 / �� ) �� A\ ��A\V 3� /� 5 �v DEED BK: AP14—PG 038 \\ 1 \//\ oo / ----'4 REBRVA --� -11//v/ / — / /� �� v /// / 9 yv��A �� \v PARCEL#: 06120003 \�—�' / vv v III// , 7 v / / - `� V� � 7 �v9. � v 9 DEED BK—AP 14 PG-38 \,-- V A / 9 I \ v 9 p� r� 1 OS ZONED: RCD USE: FARM , i �p� \ VAS \ A ` - A� \V � \ _ vv a �4.0 AC., �2s� v / // / / / // �� i /� �/ (� ��V \ �� / � / \l \ ) Al 161 � ��226- \\ A V ��N� / _ / V _ A !y \ // 7 /I ) v�� 9v q N �n / / �� li V _ BM �CP #4 __: #5 REBAR \ "j \ 4 R BAR #4 REBAR REBAR k i N N:472324.7T, 6� ''�� A \ - _� �� \ \ E:1478631.32' 5 !k �� v �V \ ��v� //� �� ,jC \ �� \ �4) ELEV726.95' N N \ i �'� A A \ i�4 REBAR\�� I I / �.�� A A A N� �1 A 7 v A 67-_ v �V O0*4 J / U�w / � � �� V 18" RCP � / 3 35'0 / � - o A\\ � INV.=715.81 1 I \I ��/� v V v \ / zS / / _� i ��\ v // 'RIB y�� / �. -� 7, \ 1 /`' < / / I' / --� NCG$ MONUMENT "UNION 69" - I -NC GRID COORDINATES(LOCALIZED) �) 1 N:467510.74' E:1488077.09' ELEV:619.40 N/F SCOTT AND DEBRA O'HARA PARCEL#: 06120001A ZONED: R40 USE: RESIDENTIAL N/F WANDA SHAVER PARCEL#: 06120001 DEED BK-1023 PG-227 ZONED: R40 USE: RESIDENTIAL / EIP FLOOD CERTIFICATION THIS IS TO CERTIFY THAT A PORTION OF THE PROPERTY SHOWN ON THIS PLAT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, COMMUNITY PANEL NUMBER 3710447700L, DATED FEBRUARY 19, 2014. LINE TABLE LINE # LENGTH DIRECTION CURVE TABLE CURVE # LENGTH RADIUS CHORD BEARING DELTA COORDINATE SYSTEM: US STATE PLANE 1983 (2011 HARN ADJUSTMENT) ZONE: NORTH CAROLINA 3200 PROJECT DATUM: NAD 1983 (2011 HARN ADJUSTMENT) VERTICAL DATUM: NAVD 88 GEOID MODEL = GEOID12A (CONUS) COORDINATE UNITS: US FEET PROJECT LOCALIZED (GRID TO GROUND): POINT #2002 (CP #4REBAR SET) USING A SCALE FACTOR OF 0.9998497704 tt tTi 1/ N ,,,/ / / ji (-F_.), \\11C:K\\-) / 18" RCP CERTIFICATE OF SURVEY AND ACCURACY I, STEPHEN S. DYER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK AP14 PAGE 38). THAT THE RATIO OF PRECISION IS 1:10000+, AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). Stephen S. Dyer, PLS STEPHEN S. DYER, PLS L-3509 rn NO. C-1069 .01,1111114,0 LAND SURVEYING : BOUNDARY 8c TOPO SURVEY WEDDINGTON—MATTHEWS ROAD PREPARED FOR: HOPPER COMMUNITIES 5001 BIRCHAVEN DRIVE, TOWN OF WEDDINGTON, SANDY RIDGE TOWNSHIP, UNION COUNTY, NORTH CAROLINA File: 16157-BTSSD Date: 12-13-2017 Project P.L.S.: SSD 1L+ I S AA C CIVIL ENGINEERING DESIGN AND LAND SURVEYING N.C. COA #C-1069 0 8720 RED OAK BLVD. SUITE 420 CHARLOTTE, N.C. 28217 PHONE (704) 527-3440 FAX (704) 527-8335 Surveyed By TIG Drawn By: LAS Scale: SHEET 1 OF 2 1 INCH = 100 FEET 77. �� /// // / 714.70 77 \Vwww):1:11:::: ///) pow/wHip �H_ N F \ � � � � � A — — � v INVERT=703.56' \ \ \ \ \ s / ARRESE MANUEL R DUv A v r7� �v vv `3�� A 4P:i=±: 2 ` v 15" CMPDEED BK-6881 P776� �� s64so- v S ING� INVERT-7o3 24' - PARCEL 06147143 - v A EASEMND V� # _ �v v EN7 REST �! �. - \ ZONED: RCD USE: A _ _ - v _ �� V �E BK- � w A5 RE IRENTIAL ��ww ��v �� 6852_PG-41$� �� A VAv� _-- 685 � i ��—A A — -- — 'IAA\ V --- / / i �V Av�� _� �A�� A �� 15" HDPE v i� < �'S REBAR 1 �� 15" HDPE / � � �- 7tdVERT=703.02' � � � �� iA \ — ___/-_ __� � i %� � _ ——� � / � -� —n � INVERT-705.90' \ / Ax�Ev A ))) 1A V� �� ' —�� — — = =� C // � / --/-- - --- S_ �� / �Di�/ / A _ i � 1 / / \� V � 'i _ Aw. 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DYER, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK AP14 PAGE 38). THAT THE RATIO OF PRECISION IS 1:10000+, AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH1eAROR (21 NCS. 56.1600). 3�� Stephen S. Dyer, PLS 2017.12.20 13:38:45-05'00' STEPHEN S. DYER, PLS L-3509 9• - SEAL .:Q CL <: < L-3509 �: �S•9'y�SUR\IC� �o•4-� ii,/,F Ili I i S. .C),0� �0.\\A ICARo "/, ti THE ISAACS : GROUP, P.C. - : ENGINEERING & 1 - ;LAND SURVEYING; Oz �� NO. C-1069 � T •. ti-- xii,• '/ /l. •• . If. ...•• ZONED: RCD USE: FARM OH P Pcic LEGEND: 0 REBAR FOUND (AS NOTED) #4 REBAR SET SEWER MANHOLE SEWER LINE CLEANOUT FIRE HYDRANT WATER VALVE WATER METER TREE FIRE HYDRANT MAIL BOX UTILITY POLE UTILITY PEDESTAL OVERHEAD UTILITY LINE • — 15" HDPE WATER LINE FIBER OPTIC LINE TREE LINE N.T.S. NOT TO SCALE E/P EDGE OF PAVEMENT CB CATCH BASIN RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY N/F UNION COUNTY PARCEL#: 06120004B ZONED: R40 USE: WATER TOWER 5" RCP INVERT= 711.12' 15" RCP / / INVERT=710.52' / Nc- :\i 1 _,:_`--v) /1 - z :-/1: 2_—_,---) \ - - —7--------7- __ri- il/ ),/,:/i/ /-/:-) / 1 : \\ \\wNN:\\ \\:\ ,\\ \/$) \-/- 1 / / / / \/ (/ :/ I / \ wi,' \ v \__ ___:::: : 7' \ ,,_, , , 1 (003:( / /77---: /-----: [----:1_ 1 li:/_,.: /1 /--; 7,,,,-11_ 7_,1 : /1rZ 11/ (/ / I ::-: ;:---/I\ ;\N::: \\;--- IN_NNI\N ::\\ ili \\\\\\ \,'''' \ ,\ \\\\ \1$ \\-- \)i \\ \\II\‘ \ \ \\\/ \\ \ -/ / -1\ .?t'l..NC9C t ) \)) \ 7,2 ,_ (7_ 7,j11;))))71/ /,-) w r - - -)- -I- lij III/II/ / 1 —II- -1,..--- ),)_ -H ),,,i--- -IIII zIII II/II / r— — ),-- --- __ \ ill, GRAPHIC SCALE 100 0 50 100 200 1 INCH = 100 FEET FLOOD CERTIFICATION AXLE THIS IS TO CERTIFY THAT A PORTION OF THE PROPERTY SHOWN ON THIS PLAT IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, COMMUNITY PANEL NUMBER 3710447700L, DATED FEBRUARY 19, 2014. BOUNDARY 8c TOPO SURVEY WEDDINGTON—MATTHEWS ROAD HOPPER COMMUNITIES 5001 BIRCHAVEN DRIVE, TOWN OF WEDDINGTON, SANDY RIDGE TOWNSHIP, UNION COUNTY, NORTH CAROLINA File: 16157-BTSSD Date: 12-13-2017 S; ALIN C .1(.E3 CIVIL ENGINEERING DESIGN AND LAND SURVEYING N.C. COA #C-1069 8720 RED OAK BLVD. SUITE 420 CHARLOTTE, N.C. 28217 PHONE (704) 527-3440 FAX (704) 527-8335 Project P.L.S.: SSD Surveyed By TIG Drawn By: LAS SHEET 2 OF 2