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Home My WebLink About20171439 Ver 1_USACE Permit_20171220SAW -2017-00592 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW -2017-00592 County: Guilford U.S.G.S. Quad: NC -LAKE BRANDT ()UAD GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Evans Engineering, Inc. Attn: Lee Bryant Address: 4609 Dundas Drive Greensboro, NC 27407 Size (acres) 10.57 Nearest Town Greensboro Nearest Waterway UT to Philadelphia Lake River Basin Cape Fear USGS HUC 03030002 Coordinates 36.128411 N, -79.802774 W Location description: The proiect area is located on the south side of Pisgah Church Road, approximately 0.2 mile west of its intersection with Baylor Street, at 705 Pisgah Church Road, in Greensboro, Guilford County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of dredged or fill material (not a loss of waters of the US) into 22 linear feet of stream channel and 0.002 acre of wetlands (including the permanent conversion from a forested to an herbaceous state), necessary to install an 8 -inch sewer line for a residential development called Finley Ridge. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 12. Utility Line Activities 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 11/28/2017, and the enclosed plans "Stream and Wetland Impact May for Finlev Ridge„ dated 10/19/2017. 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 Morehead City, NC, at (252) 808-2808. 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 Bailey at (919) 554-4884 X 30 or David.E.Bailey2(a,usace.army.mil. Digitally signed by BAILEY.DAVID.E.1379283736 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, �— ou=USA, cn=BAI LEY.DAVI D.E. 1379283736 Corps Regulatory Official: ��'�� Date: 2017.12.2009:20:17-05'00' Date: 12/20/2017 Expiration Date of Verification: 03/18/2022 SAW -2017-00592 SPECIAL CONDITIONS 1. Temporary discharge of excavated or fill material into wetlands and waters of the United States will be for the absolute minimum period of time necessary to accomplish the work. Except in the permanent maintenance corridor, all authorized temporary wetland impacts will be returned to pre -disturbance grade and contour and re -vegetated per the Streambank Reforestation Detail Sheet sent via email on 11/28/2017. 2. Future impacts and/or phases of the Finley Ridge residential development project and related activities associated with Corps Action ID: SAW -2017-00592 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. Corps Regulatory Official: Digitally signed by BAI LEY.DAVID.E.1379283736 G DN:c US,—U.S. Government, J 3rr/L ou=DoD, ou=PKI, ou=USA, _BAILEY. DAVID.E.1379283736 Date: 2017.12.20 09:20:42 -05'00' Expiration Date of Verification: 3/18/2022 Date: 12/20/2017 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 hqp://colpsmapu.usace.gM.mil/cm_apex/Vp=136:4:0. Copy furnished: Nancy Scott, Three Oaks Engineering, 324 Blackwell St, Suite 1200, Durham, NC 27701 Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 SAW -2017-00592 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 (RHA) (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 03/28/2017. Action ID: SAW -2017-00592. Basis For Determination: See the previously issued preliminary or approved jurisdictional determination form dated 03/28/2017. Remarks: None. Corps Regulatory Official: Digitally signed by BAILEY.DAVID.E.1379283736 DN: c=BS, o=BAIL Government, ou=DOD, ou=PKI, ou=USA, cn=BAILEY.DAVID.E.1379283736 Date: 2017.12.20 09:21:00 -05'00' David Bailey Date of JD: 03/28/2017 Action ID Number: SAW -2017-00592 County: Guilford Permittee: Evans Engineering, Inc. (attn.: Lee Bryant) Project Name: 705 Pisgah Church Road / Finley Ridge / Greensboro / Guilford County / residential Date Verification Issued: 12/20/2017 Project Manager: David 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 Bailey Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 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 oe _ E ¢ REonR�1ER TRc oval, sue l A ( NEI CF ns IE F NOEER G 0 PPRT ENT FOR RECO PU SES. LL (36 fi} l]-5- W1H RD pNY OLEST ONS. A.OSACRE. OF OFFSITE AREA _ DAAIMNG TO PIPE RE TO J v BYPPSS PERMANENT WET OEIENTION PDND#V AND DRAIN � - UTOSRE OUTI£f'A' ' 6- I \ V � - sTTEaniErs_ xTx waD'mrrTrax �i`� -t ply%PED'✓ j. ' ALWCGi✓ PMXL9)Y 7 P.90AGL<EDBU991PASSMG __ PERMAAL'NTNETOETEMYM' -- /TSYOEIYALYANOON'HEWAY EMARYCE/NA'EM'RTYJ '\ Pp1®iI�5,Z9S' � N_ c rl�ml�rsr� ��°°'�■ SITE DATA PARCEL (!-. 0092489 ' \ PROPERTY BOUNDARY REFERENCES: \y D.B. 4904 PG- 1539 `F,/ TOTAL AREA il6& ACRLS ZONING: CD -RM -8 ` 71 PROPOSED LOIS PERILIA4'-,Mt1 II VYOPOSED UN.TS j` OR E)iS.gV t MULTIFAMILY PROJECT=TOWNHOMES /SWAIEi/ 1 E%_ R ON SITE -0.14 AC 1 PROP BI -4 72 AC t 1011[1,1/OP-N AREA -]303] AC (] t ARU A DED -GATED R9W 0.3985 AC y AREA NEw LOTS/TOWNHOMES 4.0546 AC 1 SWALE/10 11ACRES OF NEW BUA FROM THE NOR—TIVEVMYPORiION OFTHE ORANDTE 5 E ONGP SGPN CHURCH ROAD Ir T%NOT RE TREATED NPERMANEM 1 O NET ETENRON ROR_ IN LIEUOFTNE 0.140.CRE5OF IXTMSE RUATNAT Y , m��ry £%ISYS OR SKEIN 1 \ a.�wm~ PRE4JEVELOPMENi C RITATIS ORE REMOVEDASA PAROFTASItlSPLAN j�- T � 4.]OAGRESOF OFFSITE 1-- 1" 1lG TO ARD NLE N510 0TPA55 PERNANENTo 0PonD I;rD snE ounET A� 1 I r 1 I - ST191lE/J , % NO r 1 i PLL C CCESSOH•�MPRIIVALS HAVE EEEN/ WILL BE OBTA NEO Flo 1HE SIATL ANO CORPS FOP PNT 5- EAM CR1155 nO / WEfIAND CS"UROAn CE - n im aN o aW 1 WATERSHED OATH: V y ^uy SN"AIFAI - _ OFAI AH- III 7563 ACRES E%- BOA ON SITE (TO BE RFMOVED)=0.14 AC PRGP BUA=4 JJ AC f w asI) Q PROP BUA NOT DRAIIING 10 WE DETENTION POIU I1 #I- ^ VICINITY MAP NdTT --- PIPE CRART N�11, -L eErt FINLEY RIDGE a«- �HENSON REALTY, LLC ngxrte�nng, In Q.FN>� OVERALL WATERSHE -, PIAN 5,211 IF -1 0.12 ACRES (LESS THAN 0.14 ACHES E% HVA) o PROP BDA DRAINING TO WEI DETENTION POND #I = 4.60 AC - - PORTION OF POND fl DRAINAGE AREA DRA\INC TO SITE OUTLET "A- `iI PE6'TOEV90P.IKMDiAAAGE AREA /O PERANAk)1'T1YEJ _ IN --DEVELOPMLFN CONDITIONS 7.2] ACRES AREA 10 PO D ¢T 8.89 AC FtES O-IF/RRiVPOlOH 09A/NAGEAR6 _- AG - POST -DEVELOPMENT DRAINAGE = LES5 DRAINAGE AREA TO SITE [OUTLET "B IN POST-ENELOPMENT CONDITIONS 162 ACRES .T++i aSACRE50F OFTEAREA SDRA NNG TO PE NT cEanF Can � �RaoN swA1� wTD '\, OSNE OURETS uu..s�ffa�^mea, ++.� N�11, -L eErt FINLEY RIDGE a«- �HENSON REALTY, LLC ngxrte�nng, In Q.FN>� OVERALL WATERSHE -, PIAN sMHIll TOP -t831.00 `� INV 1N+824.46 �I� 1 - _ INV 011Ti884.36� 1' do qp WETLANDS` , JJ AREA IMPAC 78 ISE \ iI Z) -- aPROP QTP PAQ r r � f PARCEL #: W92489 r PROPERTY NOUNDARY REFERENCES- D.6- 4904 P6. 1539 TOTAL AREA: 111.7588 ACRES ZONING: CD -RM -8 71 PROPOSED LOTS '. - J / / PAD ' I / 71 UNITS VULTIr AAMI YEPRD ECT=TO+WNHOMES EX. WING ti p. _ / J EX- ISLA ON SrE=0.14 AC WALL 7 PROP BuA=4.72 AC J . COMMON/OPEN AREA=7.3037 AC ARFA IN DEDICATED ROW=0.3985 Ar- CTEMPORARY TEMPORARYSTREAM IMPACT SS J AREA IN NEW LDTS/TOWNHOMES=4,0548 AC TOTAL AREA DISTURBED=11.00 ACRES IMPACT = 22 LF 7 PROPERTY AODRE5S:705 PISCAH CHURCH ROAD? SAMUEL M. WILLIAMS D.B. 3782 PG. 1822 P.H. 91 PG. 69 FAX PARCEL 1D OUGGO95 65 PARK VILLAGE LANE 1' @`C I ZQNEA R-5 �'� 404 of STREAM & WETLAND 1MPACTMRP - MATTHEW J. SKELTON FINLEY RIDGE l D.B. 7675 PG. 204 J MOREHEAD TOWNSHIP GUILFORD COUNTY P.$. 91 PG. 69 C / I NORTH CAROLINA OCTOBER 19, 2017 TAX PARCEL ID 4866486 J J 67 PARK VILLAGE LANE_-- - GRAPHIC SCALE A_R_5. - r — l' 40 ❑ S 1n 70 i0 SSMH #2 TOP1±834.75 - INV IN225.25 { IN FEET ] INV pL1T1825SU5 1 inch = 10 DL DV& f*\DRAVING9VP19GAH CHURCH RfMDVkA.y RMge ions Murtha+ D—hps 1 -P -Army C—p E.Wt bkpc+,, Finley Ridge, Guilford County, NC STREAMBANK REFORESTATION DETAIL SHEET Heavy Planting Tree reforestation shall be planted 6 feet to 9 feet on center, random spacing. Heavy planting includes a Dlantina rate ;greater than 400 plants Der acre. Type 1 Streambank reforestation shall include heavy planting (>400 plants per acre) at 6 feet on center (1,210 plants per acre). Type 2 Streambank reforestation shall include heavy planting (>400 plants per acre) at 9 feet on center (538 plants per acre). STREAMBANK REFORESTATION TYPICAL DETAIL A (S1) Type 2 Type I Fill Slope 1 Stream S 1 DETAIL B (S4) Type 2 1 Type 1 1 Stream S4 STREAMBANK REFORESTATION Mixture, type, and furnish shall conform to the following: TYPE 1 50% Salix nigra Black Willow Bare -root 50% Alnus serrulata Brook -side Alder Bare -root TYPE 2 35% Platanus occidentalis Sycamore Bare -root 35% Prunus serotina Black Cherry Bare -root 30% Liriodendron tulipfera Tulip Poplar Bare -root Fill Slope PLANTING DETAILS SEEDLING / UMR HAIWROOT PLANTING DETAIL BFALING IN 1. lucre . 6edffq-m gee in a aaad "Mu Protv-W cin, 2. B—m a f6t 6cunm nexe 12 ioeht I F—Wl t4. nX6* With ramd w-das. race a2 well tottbd t a d g nnc —a of dry Ua & 4. Ph— a m*. 6vcr ofad M + t6e elopuy cod .o that the toot eoifar it at yaaad ltncl. B. Placa a 2 incl igror eoodoar om the recce a loving angle. web ee of fi. Brccat >sy� vS u4�e and uwdtw to +- w; and watts Ihum�+ ly. Pf,NT T ,i'�'iG NOTES: nAiTIl4G BAG 0-9 Ploo". rh&k lent in a cow minae La$ r -.I cnauinat w mmur the tout oJa fiffi drying. tl� SBC PIAR'LM BAR bar 40 kern a 6iede with a tum mnr tecdoq and ai�ll ba 12 =alae long, 4 iudva wide and 1 —h rhk a -a-. ROOT PWJNTM1G All rad imb " 6c root premed, if neaeaauy, m tl-, ac ran= car=d � dw 111 i..6- 6d— th. tact QOE-.