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HomeMy WebLinkAbout20200171 Ver 1_USACE Permit_20200313U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2018-00817 County: Alamance U.S.G.S. Quad: NC-Gibsonville GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Howling Wolf Res, LLC Attn: David Lazzo Address: 2100 Cook Ridge Court Raleigh, NC 27615 Size (acres) —18.5 Nearest Town Burlington Nearest Waterway UT to Gum Creek River Basin Cape Fear USGS HUC 03030002 Coordinates 36.075282,-79.505671 Location description: The pro 0ect area is located on the north side of Garden Road, approximately 0.25 mile west of its intersection with Boone Station Drive, in Burlington, Alamance County, North Carolina. PIN# 8854063472. Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.076 acre of riparian non-riverine wetlands, and the temporary discharge of fill material into 0.021 acre of riparian non-riverine wetlands, necessary for the installation of access and infrastructure for the garden road Townhomes residential development. Applicable Law(s): ❑X Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 29. Residential Developments SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 1/27/2020, and the enclosed plans Sheet Numbers C4.0 and 1. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact David E. Bailey at (919) 554-4884 X 30or David.E.Bailey2(a,usace.army.mil. Date: 2020.03.13 Corps Regulatory Official: Expiration Date of Verification: 03/18/2022 14:41:10-04'00' Date: 3/13/2020 SPECIAL CONDITIONS 1. Following installation of the authorized temporary wetland impact, these areas must be restored to pre -construction grade and contour and seeded with native wetland seed mix. 2. Please note that future impacts and/or phases of the Garden Road Townhomes development project and related activities associated with Corps Action ID: SAW-2018-00817 will be considered part of a single and complete project; these impacts will be considered cumulative with impacts permitted during earlier phases regarding compensatory mitigation and Nationwide Permit thresholds. Current cumulative impacts to aquatic resources for this single and complete project include total permanent impacts to 0.076 acre of wetlands. This amounts to a total loss of potential waters of the US of 0.076 acre. Corps Regulatory Official: Expiration Date of Verification: 3/18/2022 Date: 2020.03.13 14:40:57-04'00' Date: 3/13/2020 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmgpu.usace.army.mil/cm_apex/f?p=136:4:0. Copy furnished: Brad Luckey, Pilot Environmental, Inc. P.O. Box 128, Kernersville, NC 27285 Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 THIS PLAN DOES NOT PURPORT TO SHOW ALL EXISTING UTILITIES, LINES, APPURTENANCES, ETC., AND THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, PIPES, VALVES, ETC. AS SHOWN ARE IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER/ARCHITECT. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES, LINES, PIPES, ETC. BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, PIPES AND VALVES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT OF ANY CONFLICTS WITH EXISTING AND PROPOSED FACILITIES TO DETERMINE IF AN ITEM WILL NEED TO BE RELOCATED. THE ENGINEER/ARCHITECT HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS ARE PRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS OR TOXIC MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER. NO SUB -SURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER/ARCHITECT, AND ACCORDINGLY, NO OPINION IS EXPRESSED OR INFERRED ON ALL SUCH MATTERS. FURTHER, NO OPINION IS RENDERED AS TO ANY VIOLATION OF ANY ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER/ARCHITECT IS IN NO WAY LIABLE FOR ANY VIOLATION OF SUCH ENVIRONMENTAL LAWS SHOULD SUCH EXIST. EDWIN & ROSELEE TAYLOR D.B. 2582 PG. 560 GPIN 8844968844 ZONING. R-9 24" POPLAR EIP 20' D.L. -{ CM AM. - - - _ _ - - 18" OAK 672.93, PROP. TOWNHOME 1 SSMH6 AF _ _ _ _ / LOT FOOTPRINT /I l �- - - -EX-PE -- __ _ _ 10' SILT FENCE 15' D.L. _ ^ / / / STRUCTURE I `l�\ -�j �}l�� 15 PE 15 i ��\\ ��� // OUTLET, TYP. \ 24" s-cuM �, / / r �/-�---T--�-�--� �--�---I--T--�---I--� r-�-�--T--�-�--� I url�or�cr�;u 1 �\ 1 � � ; \ I 20' D.L. r' ' / / \ CONNIE M. CONKLIN / , I) / 00 (2) I1 \ SSMH3 \/ D.B. 3365 PG. 625 - _ l O / SSM ❑ ❑❑ ❑❑ 1 I I GPIN 8844968726 - / ❑❑ ❑❑ ❑pFT ZONING: R-9 5 / ❑❑ ❑❑ ❑❑ \ zw 1 BE"& l 15 / / SSMH5 EXISTING 15' WATER I ZX2BFTFR J �a� &SEWER EASEMENT / 40' D.L. o � � J6" OAKI // 17 18 19 20 21 22 23 24 2� 26 2� 28 29 30 31 32 33 34 / STORMWATER \ f I \ PROPOSED PERMANENT 20' D.L. 36" OAK 3 - -�- -\ / / D ICE \ ♦ I J y A 15' SEWER EASEMENT ♦ 13 SSMH12 \ L ---- " EIP 12 / ` \\ 50' R/W) - - - - - - - - - WETLANDS /Q� \ O / RETAINING / 15' D.L.. GUM /l o �L HIGHGARD_EN CIRCL SSMH9A _ �, WALL MAX & NANCY WICKER RECREATION D.B. 1807 PG. 781 �j, 11 SSMH10 - � �Il�d.9 � / �`� PROPOSED \ GPIN 8844968606 ZONING: R-9 6, TREE \ ro AREA DUKE POWER \ 0 D. SEE SHEET C5.7 o' D.B. 407 PG. 775 15 TREE FOR RAMP DETAILS ATE \ 15 D.L. I SSMH11 � 2 GPIN 8854162564 1 1 _ _ _ _ \ \ ZONING: R-15 SITE DATA ' 30" HICKORY 18" HICKORY � � _ _ _ _ _ 1 18" OAK 1 r/ PROP. FIRE \ v \\ LOT 3 I OWLING WOLF RES, LLC " EIP ��30' D.L. 1 / - - - - - - - - - - - HYDRANT \ \ \ DEVELOPER: 2 00 COOK RIDGE COURT I - ' 15,- OAK I 10 ' I I - - - - - - - - - -- r--❑ I--------� � SSMH? � RALEIGH, NC27615 YMOND B. STEWART 24, OAK ❑ SSMH 14 I REBAR PP PIN: 8854063472, 8844968214 \ \ SSMH8 �� PARCEL ID: 112523, 107226 25' BUILDING \ \ \ \" EIP D.B. 2219 PG. 848 (BOTH PARCELS) �B. 1682 PG. 875 30 D.L. 1 0 � � 50 49 48 47 46 45 44 43 42 41 40 39 38 3 36 35 SETBACK, TYP.� � \ I GPIN 8844967587 - O O O !� O 7 / EXISTING ZONING: R 15 ' 12" OAK / \ ❑- _ J �/ 1 " EIP AREA: 16.14 ACRES (DEED LISTING ON GIS) ZONING: R-9 ^ \ 12' D.L. I ' W -❑ O I Q� I ❑❑ ❑❑ ❑I ❑I ❑i RETAINING \ \ I ❑ I s AREA: 18.44 ACRES (GIS CALCULATED) 18" OAK � I- - 8 I I I ❑❑ ❑❑ ❑❑ / 78 I , % 25' D.L. � � ❑ ' Q� I I I I I I I I I I I I I I I I I I I I WALLO //\ PROPOSED USE OF LAND -J--�---L-J /� I 79 II O o I 1--� - 1--� - p 35'X35' SIGHT 25' TOWNHOME TRIANGLE, TYP. SETBACK LINE - - - - - - - - _ _ 75 ❑- - ' 1 " EIP L - _❑ © 3 C I 20' MAINTENANCE ♦ I ❑ -I ,� PROPOSED ZONING: CR I ❑ a 'V I CORRIDOR - _ I _ _ _ - - \ ♦ / \ I 80 _ ./" REBAR TYPIC114 OTAL AL LOTAREATWO-STORY TOWNHOMES 600 SF COMMERCIAL DRIVE \ O l ENTRANCE, C.O.B. / (MINIMUM DISTANCE FROM TOWNHOME UNIT TO RIGHT OF WAY = 25' I TERRY & TINA CHEEK L 5 a I 1 / STORMWATER ACCESS & , ' I V I STD. R-13, PERMIT - / MAINTENANCE EASEMENT \ / � 73 1 �� �" REBAR LOT 1 AREA: 2.6± AC. RONALD KEITH PHILLIPS ' D.B. 3264 PG. 922 ' REQUIRED \ ` I , LOT 2 AREA: 5.0± AC. D.B. 3137 PG. 393 GPIN 8844967478 p I / \ / GPIN 8844965476 / ' o ` ♦ / 72 SSMH 17 / / LOT 3 AREA: 7.6± AC. ZONING: R-9 0 20 STORM DRAINAGE ---I ' I , ZONING: 965 3 EASEMENT, TYP. I 1 STORMWATER DEVICE O O // p� RIGHT OF WAY AREA: 3.2 AC. ± (INSIDE TOP OF DAM) ' / NET AREA: 15.2 AC. ± ` ` // </ 71 81 \ \/ SETBACK I 4 I _ WALKING � ` / � � 82 O l ,� I / j ` ` TRACK ® 83 \ 25 FEET MINIMUM (PERIMETER, FRONT, SIDE &REAR) 1" El � - °❑ O SSMH15 I & � / O WALKING 0 > \ \ " \ - / / �^ // / �Q DENSITY / JESSE & KRISTI LAWLESS = TRACK T / / 84 / D.B. 3472 PG. 550 W 2 51 // \ ` ` \ \ 69 / O 6.18 UNITS/ACRE = 6,693 SF/UNIT (BASED ON GIS AREA) GPIN 8844967358 I ❑ O 52 - / N, �'\ \ 68 / SADIE W ROACH / ZONING: R-9 p PFOP. O i , , , \ �o / o � / � 2 � •/ OPEN SPACE / o O C 53 > _ _ - - C \ \0 67 / NOTE: PROVIDE EXPANSION JOINT MATERIAL D.B. 3715 PG. 300 \ 3 1 I O / AT EVERY ENTRANCE DRIVEWAY. TOTAL AREA: 18.4 AC. GIS CALCULATED GPIN 8844965326 _ ZONING: R-9 / \ \ EI 1 SSMH 16 - - - - - - - - _ 54 55 O �\ \\o 0 85 ,js ( ) / \ \ LOT 1 O l l \ \ T `\ \\ 0 65 66 / / a�� TOWNHOME LOT AREA: 4.19 AC. ± (27%) / / " OAK 56 SEE SHEET i � OPEN SPACE: 10.9 AC. ± (73%) A�Q� 24,"0K 40D.L� J / SALLIE B. ANGE 1 " EIP " FES D.B. 1417 PG. 506 /15" HI 0 Y INV. 680.15 / GPIN 8844966287 18' D.L. / PROPOSED ROUNDABOUT \SIGN VALLEY ( ZONING: R-9 15," OAK W/CENTER LANDSCAPING: CURB 1 15 D.L. LANDSCAPING SHALL REQUIRE' AN ENCROACHMENT PERMIT WITH COB ENGINEERING. s �qs LS 15" FES / MAINTENANCE SHALL BE BY HOA. \ O� \� �SI ♦ INV. 680.87 " AK WV- V -T tp, \ LS / SALLIE B. A GE 36' L. /�/j D.B. 3213 P 96 6 OAK \ \ r C /- P) GPIN 884496 43 36 D.L 15" VOLLEY w op ZONING: R-�r DETAIL PAVEMENT \ MARKINGS & SIGNAGE \ \ \ 94 QD PLAN TO BE PROVIDED \ 1 / O 12 PR�RI`� ' 95 \ \ , ♦ .� 18"PINE JO D.L. WITH CONSTRUCTION \\ \ / 11 SSMH2O ��� 5 96 �� \ \ 15' D.L. 18 1 / SSMH21 Op S \ / WV-T.O.N ���� 30" ' ; \ \ // 09 \ 97 \ \ 678.79 \ qs 3 D.L. - FUTURE P I SHADED CURB / OO - 99 98 \ RACK rop �\ 24" PINE 100' BAY TAPER & 207' DESIGNATES STANDARD / O RETAINING BRICK SIGN wl 3" AK \ Cq I DEPARTURE TAPER CURB & UTTER. ` / 00 / WALL GG SSMH 091 TOP 642.24 SSMH I \\ INV. �.6 _ - TOP 641.87 SW e INV. 634.57 VF 1 BENCH 635.37' „ EIP mod" sus / GO l60 R 619.16 EIP I' EIP }� Y Fyn (PINCH TOP) \ i SSMH1 EIP WILLIAM & VIRGINIA WILBURN �o tP \ �♦ SSMH2 / D.B. 3365 PG. 554 m \� EIP / GPIN 8854069829 I Z J�J� �� ♦ zoo 2 x 15" FUR EIP � ?oQ\ (PINCH TOP) \ \ / JAMES & NANCY BURGESS ZONING. R-15 JAN & MARYANTONIEWICZ �_A 2�\ J zw I / �oQ D.B. 1993 PG. 547 ZONE 2 PERMIT / I I D.B. 428 PG. 349 / / PROPOSED 30' PERMANENT r ` I GPIN 8854161866 12' D.L. / O / _f / DANA D.B.TAYLOR261 PG. 9DGE GPIN 8854066901 REQUIRED FOR / ZONING: R-15 SANITARY SEWER EASEMENT . 3261 PG. 99 / ZONING: R-15 MINOR GRADING SSMH Cp4,C O // / - 20- D D.L. GPIN 8854062876 / / I I �" EIP �/y e Q / ZONING: R-15 / OFF -SITE INTERMITTENT STREAM HEAD / I (PINCH TOP) / / ♦ / / ROBERT & ELIZABETH MIZE TOP 675.10 � -- LOCATION 50' JORDAN LAKE BUFFERS ♦ FM am D.B. 3145 PG. 153 INV. 668.60 C f// ` ,� j POOLS I / / / � �'\ 15' f6 ORY M11 L 12' AM R' ( �QEPm \ L / � (80M) START DETERMINED BY PILOT GPIN 8844969885 ri �-�DpRpGE \ PROPOSED PERMANENT 15' SEWER 15' 12'oar 5'NCKORY 1 " EIP BAR AREA i STORY BLDG. ENVIRONMENTAL, INC. ON 4120118. 1 5' / ZONING: R-15 S - /� / / / I \ �IN� \ EASEMENT PLUS 5' TEMPORARY (2)2•o- 16' 12' \ / PINCH TOP) -- /S LEAN-T0� r \ /-x- 1 " EIP \ SIDIND \ - - 15s \ / HY 4 CHAIN ` PINCH TO / „ EIP CONSTRUCTIO {SP-EMENT 24. � _ - ti 1- EIP CHLORINE - „ LDS I BAD TANK LINK FENCf 1" EIP - -- - __- _ - - -- - _ \ WV-T.O.N PROP. TOWNHOME / -_ _ - G = - � -ram- LANDSCAPIN R � .[ tie AND LIGHTS oR9/N \� MB AIR RELEASE SSMH 78 682 MANHOLE \ TOP . TOP OF 24" W.L. \ \ + Ol` INV. 673.10 679.75 3 row\ APLE \ + LEFT TURN LANE WITH 100' ! \ cq \ STORAGE, 100' DECELERATION O \`o \ TAPER & 107APPROACH TAPERS �Y VARIES 20'-0" 1.5 SPACES PER DWELLING UNIT = 171 REQUIRED SPACES 2 SPACES PROVIDED PER DWELLING UNIT (1 GARAGE + 1 DRIVEWAY) = 228 SPACES POTENTIAL ON -STREET PARKING SPACES PROVIDED = 108 SPACES LANDSCAPING REQUIREMENTS STREET PLANTING YARD: 5' WIDTH 2 CANOPY TREES PER 100 LF 15 SHRUBS PER 100 LF TYPE C PLANTING YARD: 20' WIDTH (10' IF 5' MIN. WALL USED) 1 CANOPY TREE PER 100 LF 2 UNDERSTORY TREES PER 100 LF 15 SHRUBS PER 100 LF INFRASTRUCTURE WATER: 6" & 8" PUBLIC WATER MAINS WITH 314" INDIVIDUAL WATER METERS SEWER: 8" PUBLIC SEWER MAINS WITH 4" INDIVIDUAL SEWER CONNECTIONS STREET: 3V B-B PUBLIC WITH 50' RIGHT OF WAY SOLID WASTE: INDIVIDUAL UNIT BY CITY OF BURLINGTON CURB OWN S ET C5.7. \ ✓ 08 0 00 \ \ N ' / ENVIRONMENTAL INFORMATION / \ pp ❑ \ '// �oNE PROPERTY IS NOT WITHIN A FEMA REGULATED FLOODWAY OR FLOODPLAIN. ' sA�/ I I I ❑❑ \\ ' a RI0 i RIGHT TURN LANES \ - _ L _ _ I I I N INE (75' STORAGE, 100'± TRANSITION) F�cF� - L _ _ L - J - - J �Ss�p NEi JAMES & CYNTHIA ROBERTSON p�KE P 10'X 70'SIGHT E j / D.B. 188 PG. ' 285 THE PLAN ASSOCIATED WITH THIS CONDITIONAL ZONING REQUEST IS A CONCEPT EASEMENT GPIN 8854061033" EIP / PLAN INTENDED FOR ILLUSTRATIVE PURPOSES TO ASSIST CITY COUNCIL IN TRIANGLE, TYP. ZONING: R-15 HE TR �° CONSIDERING THE PROPOSED DEVELOPMENT CONDITIONS. THE APPLICANT WILL SIDEWALK PER PEDESIAN MASTER PLAN ( StO s `1, / PROVIDE A FULLY DETAILED SITE PLAN TO THE TECHNICAL REVIEW COMMITTEE FOR NUMBER OF INSIDE BUILDINGS MAY VARY BETWEEN 4 & 6. m m m m 6 WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS PROP. SEWER SERVICE, TYP. 5' CONC. WALK PROP. WATER SERVICE, TYP. 25' GRASS STRIP m w w PROP. WATER PROP. SAN. SEWER ° h TYPICAL BUILDING & STREET SECTION MYRTLES 5 4 PARKING REQUIREMENTS 18" Of 1/ ♦. f i../. .wl ITRANSITIO OLL \ - - 02 01 \\ \\ PRELIMINARY & APPROXIMATE WETLANDS AND/OR STREAMS HAVE BEEN IDENTIFIED ON THE PROPERTY. WETLANDS HAVE BEEN DETERMINED BY PILOT ENVIRONMENTAL, INC. & CONCURRENCE RECEIVED FROM NCDWQ & USACOE. IMPACTS TO WETLANDS ANTICIPATED TO BE LESS THAN 0.1 ACRES. RIGHT TURN LANE WITH /� / STORMWATER INFORMATION APPROVAL BEFORE A BUILDING PERMIT WILL BE ISSUED. EXCEPT AS STATED HEREIN, o \ \ 1 ' \ 100' STORAGE, AND 100' �' �'' O p� THE DEVELOPMENT WILL MEET ALL LOCAL, STATE AND FEDERAL DEVELOPMENT \ i DECELERATION TAPER / i S ENE 30 OAK STANDARDS AND REQUIREMENTS. ANY SIGNIFICANT DEVIATIONS FROM THE SKETCH JO' D.L. 1. ALL IMPERVIOUS AREAS WILL BE COLLECTED AND PIPED TO A STORMWATER PLAN OR ANYADDITIONAL CONDITIONS THAT MAYBE NECESSARYAS DETERMINED S r \ ENE / / \ / DEVICE IN ACCORDANCE WITH CITY OF BURLINGTON REQUIREMENTS. BY THE TECHNICAL REVIEW COMMITTEE SHALL REQUIRE A RECOMMENDATION FROM 2. ACCESS AND MAINTENANCE EASEMENTS SHALL PROVIDED FOR ALL THE PLANNING AND ZONING COMMISSION AND APPROVAL FROM THE CITY COUNCIL. �QF \ , , / PROPOSED BMPs AND MUST TIE INTO PUBLIC RIGHT OF WAYS. WY �NE� 30" ,� 3. AS-BUILTS OF THE STRUCTURAL STORMWATER CONTROL MEASURES SHALL FRANK V. ROBERTSON JR. / p= BE PROVIDED TO THE CITY OF BURLINGTON PRIOR TO THE CITY RELEASING \ D.B. 2529 PG. 935 / 3 OAK \ 1" El RAGE 30 D.L. THE SURETY J \ \ s o . r \ y , , ADDITIONAL 11' RIGHT OF WAY GPIN 8854053912 ��- ./ 4" 0' FUTURE MULTI -USE PATH TO GARDEN F NE O \ op H TO BE DEDICATED ALONG ZONING: R-15 / / / BE CONSTRUCTED BY OTHERS TOWNHG BOONE STATION TOWNSHIP - BURLII \ al cc - ENGINEERS, lARCHI' VALLEY - / I - \ ./ 0 CURB WV-T.O.N. 4s, \ \ STEPHANIE A. FRANKS / 1 676.60 eX D.B. 844 PG. 150 740 chapel hill road SIGN / ` B O y \ \ GPIN 8854054863 �7/ J� SCALE. 1 = 60 , , burlington, n.c. 27215 15" FES SSMH ZONING: R-15 ��+. INV. 678.42 TOP 679.36 1 EIP • ,� r J / s (PINCH TO / +. g g coNc. � Q +' �. Firm s Engineering WOOD DWYj � �� •1 ' NOTE: DEVELOPER TO OBTAIN REQUIRED TYPICAL Q :•'F S/1/19 DATE: CONSTRUCTION EASEMENT AND RIGHT OF \ ./ / Q ��?� 634 1'�-�� WAY ON NORTH SIDE OF GARDEN ROAD �� DRAwIv BY: SITE & UTILITY .� FROM SELLERS AS DETERMINED DURING \ �v �.,''r, ; `` WDF PLAN CONSTRUCTION DRAWING PHASE . . . . , . •. Rk D RL-..�` CHECKED BY. "' ^^• � 0 60 120 180 240 300 ��,,,,,,,,,� REVISED 12/11/19 PER C.O.B. REVISED 10125119 PER C.O.B. MDR FRONTAGE OF JAMES & CYNTHIA 6Q ROBERTSON (GPIN 8854061033) D-WOOD 200' DEPARTURE E� % \ ' TAPER /6T49a` \ \ ?s \F P SSMH / 12' D.L. TOP 678.9 /" REBAR / O9D.L. 15" FES SAS p Lfi - \l XO� b A YGR4VEL / by -0HE INV 679-0 1 O O SIGN 1 -� \ S D / 24'OD L. 675. /4 �1 IMPACTE BUFFER CT .. '♦ .• IVA 24 FSA, Al I m a' 4 Tm 1 0 TEM • . . . . . . . . . . . . .,.,. ELI WETLAND 1 • Awl, PA. W-M ffp� m WETLAND IMPACTS 1EMPORARYAREA. #1 148 SF ♦TEMPORARYAREA SURVEYORSalley, williams, Carmen &, king, inc. GARDEN ROAD TOWNHOMES ENGINEERS, ARCHITECTS & WETLAND I I I SAW-2018-00817 Determination of Jurisdiction: A. ❑ There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RI -IA) (33 USC § 403). This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States. B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. C. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued 3/20/2019. Action ID: SAW-2018-00817. Basis For Determination: See the Approved Jurisdictional Determination form dated 3/20/2019. Date of JD: 3/20/2019 Expiration Date of JD: 3/18/2024 SAW-2018-00817 Action ID Number: SAW-2018-00817 County: Alamance Permittee: Howling Wolf Res, LLC (Attn: David Lazzo) Project Name: Garden Road Townhomes / Garden Road / Burlington / Alamance County / residential Date Verification Issued: 3/13/2020 Project Manager: David E. Bailey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or David.E.Bailey2@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date