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HomeMy WebLinkAbout19990059 Ver 1_COMPLETE FILE_19990125State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director 1?• 00% goo& NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES March 5, 1999 Mecklenburg County WQC 401 Project # 990059 APPROVAL of 401 Water Quality Certification The Brokerage House 2116 McClintock Road Charlotte, NC 28205 Dear Sirs: You have our approval, in accordance with the attached conditions, to place fill material in 0.57 acres of wetlands or waters for the purpose of constructing a residential subdivision at Eastwycke Place, as you described in your application dated January 15, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3108. This Certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. _ Sincerely, Cl? ton Howard, Jr. P Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Mooresville DWQ Regional Office Mr. John Dorney Central Files 990059.1tr Division of Water Quality • Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper MEMORANDUM TO: John Dorney Regional Contact: Non-Discharge Branch WO Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name The Brokerage House Project Number 99 0059 Recvd From APP County Mecklenburg County2 Region Mooresville Received Date 1/25/99 Recvd By Region 2/4/99 Project Type residential subdivision Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. F_ O Y O N F 11-137-9-1 ?_- X0,834. 0.57 F- Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? 0 Y * N Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny Provided by Region: Latitude (ddmmss) 351328 Comments: Longitude (ddmmss) 804422 cc: Regional Office Central Office Page Number 1 %_ ./ Tv, 4 DWQ ID: i A ?? CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). NE V EJ COPIES MUST BE SENT TO THE NC DIVISION OF WATER JAN 1 5 1999 WETI.A?OS GROUt'„ PE WATER UALITY PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: r ?rJ y? 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION JAN 2 5 1999 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIl?LI?_ ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: The Brokerage House 2. MAILING ADDRESS: 2116 McClintock Road SUBDIVISION NAME Eastwvcke Place CITY: Charlotte STATE: North Carolina ZIP CODE: 28205 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): North side of Hickory Grove Road between ValloMew Drive and Craigwood Road, Charlotte, NC 3. TELEPHONE NUMBER (HOME) 5350603 (WORK) (704) 334-2116 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Mecklenburg - NEAREST TOWN: Charlotte SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) 6. IMPACTED OR NEAREST STREAM/RIVER: Campbell Creek RIVER BASIN: 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN: (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO ® IF YES, PROVIDE ACTION I D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK: 9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 6.68 acres (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.57 acres 10. (a) NUMBER OF ACRES OF WETLANDS DAPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.57 acres EXCAVATION: FLOODING. OTHER : DRAINAGE : 0.57 acres TOTAL ACRES TO BE EMPACTED: 0.57 acres (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTT RELOCATION: LENGTH BEFORE: i FT AFTER: FT WIDTH BEFORE (based on normal high water contours): FT AVERAGE DEPTH BEFORE: FT AFTER: FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION. PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAR41NG TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) Drainage of pond and filling with fill dirt 13. PURPOSE OF PROPOSED WORK: Develplxnent of residential subdivision 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIM EE WETLAND IMPACTS) Propose area to be used as a subdivision. Need area for a road 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL' HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: 1-13-99 spoke with Mark Cantrell 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED 1-13-99 spoke with Rene Gledhill-Early. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES ? NO ® (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ? NO ? (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM M4TERMITTBNT AND PHRMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE RAPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE RIOPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER. THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSIS J THE O 77OLINA COASTAL MANAGEMENT PROGRAM, OWNER'S/AGENT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). Site Support Calculations WATU Engineering Calculation No. EPS-44-9801 617 North Summit Avenue Suite 211 Charlotte, North Carolina 28216 (704) 358-1123 WATU Engineering Calculation Approval Cover Sheet Client: The Brokerage House Project: Eastwcke Place Subdivision' Title: Site Support Calculations Calculation Number: EPS-44-9801 Rev. 0 Prepared By: Dempsey P. Miller Date: March 20, 1998_ Reviewed By: Date: REVISION RECORD Rev. No. Prepared By Review By Date Revision I FPM S-?9 9a a?..?..-ts ='ny. 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Once a particular q:t Intensity `, 3.6 5 return period has been selected for design and a time of concentration calculated forythe `drainage area, _the-rain fall intensity can be :determined from Rainfall; Intens'<y Duration data given in Table 3-3. -Straight line interpolation can "be used to obtain rainfall. intensity: values, for storm 'durations between thevalues'given. ' ?n Table` 3,3 Runoff ' -Fherunoff coefficient (C) is the variable of the rational method least susceptible -Coefficient to precise determination and 'requires judgement and understanding on the part ,.. 3.6 6 ' of the design engineer: .While engineering judgement Will (always .be. required in . the-selection of runoff coefficients; typical -coefficients represent the integrated a `basin ammeters. '#` it ws Kai °°"'tv' >Nt effects -f : many, drains9 p WKS 1* an ON A . = Table 3-5-Recommended Runoff Coefficient Values `°Descriation of Area Runoff Coefficient (C) - Lawns . 0.30 . . -Wooded 0.25 Streets . 0.95 Gravel areas 0.55 Drives, walks, roofs . 0.95 Parks & cemeteries • 0.30 Residential (including streets): Single-Family (Lot < 20,000 SF) 0.60 Single-Family (Lot > 20,000 SF) - 0.50 ` u ti- ami y, ttac a 0.70 Industrial: Light areas 0.70 Heavy areas 0.80 Office Parks 0.75 Shopping Centers .0.80 f:; .titorn..Water SerIfcc: I A T ? w 174N' ummit Ave - - ?; x s1 Y Charlotte; NC?28216 -41 008 off- F r- e w?¢{{E?tuE,WW R. }`..e? t £ ?i I .j. t {S.R' l --- _W? ?=3on?n fes?d?..???? ?'S???j??. 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"•t Rainfall lntensitses Charlotte,. Nofth Carolina - Storm Duration r • r Rainfall Intensrtvtm fir 1 Return Period (Years) _ _', ?:'??:gas:'. - = ? - -. _ - ? - -: •- ' 3:10 25 50 1-00 hours >minutes_ 2 r 0 5f 5:03 560? 6 30 7.03 8 21 9 00. 19:92 t 6 4.78: ; 5:33 = 6.02 7.89. 8.65 9:53 7 ' 4:55 5 09 6 :6.48 -=-7.59 :32. ::9 17 :8 4.34 ; 4.88 ' 5.53::. =:6.26 .- .. 7.31 8.03 8.84 .• :' - 9 .•. 4.16 `4.68 :.5' 2 •:.6.04 -7.06: 7.75.. .8.54 10 99: 5.12 ' • 5.b4': -'.6.83 7.50 8.26 15 3.33. 3.79 , ;4:35 :. -_5.03 .. 5.87 .., .6.46 7.11 '16 ..::; 3.23 3 67 4.22 4.89 -.5.72 :'6.29. 6.92 ...17•"' _3.13 3.57.:. 4.10 4.77'. •; 5.57 > 6.13 .. 6.74.: 18'' - 3.04 .:- : 3.47 ..., 3.99. 4.65 '5.43 5.97 6.57 19. 2.96 3.37 3.89 4.53 5.30 5.83 6.41 -20 " 2.88 3.29 - 3.79 4.43 = 5.17 5.69 -6.26 21 2.80 3.20 3.70 4.32. 5.05 5.56 6.12- 22 2.73 -:.-3.12 7 3.61 4.23 4.94 5.44 5.98 23 " ..1'66'. 3.05 ..3.53 4.14 - 4.83 • 5.32 5.85 24. : 2.60 2.98 3.45 4.05 - 4.73 5.21 5.73 25: 2.54 2.91 3.37 3.96 4.63 5.10 5.61 . 26. ; .2.48 ;3.30 - . 3.88: 4.54 5.00 5.50 27 •2.43: ` 2.79 ,:.=3.23 3.81 4.45'-* . 4.90 5.39 28 `'.2.38.: 2.73 3.17 3.73 4.36 4.81'., 5.29 29 2.33.'•' 2.68 3.11 3.66 4.28. 4.72 - 5.19 30 2:28 2.62 3.05 3.60" ' .4:20 4.64 5.09 40 "1.90 2.20 ;. 2.57: 3.05... '3.56 3.93 4.32 50 '-:1.64 ? 1:90,; 2.23 2.66.: '3.10 3:43 '3.76 45, 4 X68 1.98 2.36 ::.: 2.76: "3.05. . 3.34 2 0 8$ t;1.03•; 1.21 :1 45 'A.70 1.89 2.06 3 . ` ,0 650 76 0.90 ,' :1.52 ;' r 6 r ='0.38"0 44 Jti0.53 ° ,'U 62 . 0.73 0.82 ,' 0 89 t 12 26:x0 31 jt~ Y•0.36 '" ,0.42 f 0.471 :0.51 ` r 24 _ ' : r rE;O 1?3'•YO??.,1 b;? 0i? 8 J0?20,!?? ;0.24 „ 0 27 '0.29 :n?L ??? ????'3,jT:/, . ?i 1 J.? • 4 t s r o ry= r• . > , w J wtt> ltW,r'' Z' ' r xrS'?y5/Jr'i'lI{' it .f ?.. 1^?> b r s 1y/ -?,^ t . t... v t ? •{' '1, ?r?ra .N/z2 .C4, v .1 , _ ,.•, ?? tTakert;from ?qu, ton'?or.FDF?curve?for;Chariatte, ?:• >. •? - - rrv ? .ems S Jt ppax 4t , I;I X ????a'{:?4? 1?+y?? 'r"?.p??fa, tfoi"-e ?? S< 4?• /. ?- ..? r i? Jtr> ••*, -r., i ? ',.. .y Syr / f >w•'{.•tif . ? S a•?.?.••'.??1'? W-1 ?` .t •f ?? ,-I r GS,I,,J''? '?l?to ,! -r? f..l.., ?.'rir x! 1 r > :ar +r. sly , /'. f-i A +t ,7 l.ir S°''r?,L jag' fcJi , > .?1 tiY` Jit rWater .. r Jx ? TF L:#l! lU. T: f r ss-+ ? 51 mow: x} ham. S { r ?. 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U a 0 WATU Engineering 617 N. Summit Ave. Charlotte, NC 28216 .r. Q ?r y 2 G O? O ,?szA Q d' 4-j I T C*j W ,o ?Z W W ` Z.o Q :? sue 1- <1 CU 4t: , (0 V W C,r) J Z :3- Q a 0 ; M v CE) o ? Lr _ u? 'Q - E-- W 1 _._ ,? fs 40 (? r 111 x v? ?r CA- ,? To >- H o co w Q 1 d Y Z ¢ r? o A M ?. ?, M tl. 0 -W J: CL F- 0 0 . z Az q (J o p la I- Z lb `z b Q rJ oo w 0 O U uQ. m v $ ? ? p p q Q cn W ;. W : Q :.IJ1 : i0 cr- W !- O < LL .-` U A ` O Cc Z . 51 s ! Q /v ?P i. ••?..4 w 4' } .kf??i_•' s?i`Yf ??n ?a-??serr??r?ty?!?i; r'`"?•f., .htt`• -i? iwY?. ?.rb,e ? ?.= ?l. ?• 1. C :Y'`RJ 1?a? A ? lt.}. r,,:??•M,.4? i }. .\`ti . ? iY ??K D ? • •.t 2. ,zi?."r_,..-.:.,,r .? +,p - ,.?rl`.:,.r S :c .t' .a• a '.? -•L, ,ti .rte'. a 4 -. r ?. ` •? y ? `rte r ? "?`;. 50 2 ? .•..i,. 2 y l r '40 30 f 20 10 y 4 . J. Y •L ..? ; Y .4 \ f. _ •1 r • L I. L O A! A2 A3°•3!i A4 DS 0.6 T S.r: TRANSVERSE GUTTER SLOPE SL= LON07TUOINAL GUTTER SLOPE K GRATE INLET COEFFICIENT Cj IM Neenah Foun*Y Co. Q = KU?' Where: D a. depth of water in gutter, upstream from the grate (ft) Q = discharge i6tercepted by grate (cfs) Note For S?>696, use'the curve for S,,=6% Fgure 5-1 r Grate Inlet Coefficient" On Grade ,. ,.: YY' Y n ? ALI 7771 Z NN 4 z +- - t I I , _33 13a 617. N sneering x- "? _ : xt Summit e.- Ch tt-e,arlo`NC 28216 [ - rTS ?rc. 2L _ _ ; ? } I 9,75-i S, A CCSy fof CLAr1 e To?? c-, 7L.. 6L - 7,50 . a tAX I17 /ry-- „? C x t I 1 1 . W r z W? O F VI 3 ° W w Lf) O U -*k a iv w C3 W O a z o ? W Q 5 O az J U I O zz W I w O O M O z 0 t7i Li v j y? LL vIr 2 O O W _ V7 J (/Q? m C`, W 1 N M J N ? W O c° N ? z 0 v a W W n eering WATU Engi 617 N. Summit Ave . _ 28? NC NO ' Charlotte 1 6 0 3 , , _ I O L w ?.? v ? Q O -. w Z s ' r Q y hiy ?. i1 2 " m `7- Z W C W /V?? ) ln?_.l//_ ry C J - f n D n 0 z z Q z n .? iJ W M y' 9 < 1 VI 7Z U a w mQ D Z T? U V FV 9, z P4 mO I D N m o W WSJ' ?E-1j 1r ,t I?t F+Wi UP.,Q P4 P4 W q I W? W q E1 H q E-' Z O 1.14 U n ?W° woo Q g5 W w (? N {V_1 N `,- 2 J X S\ W Y Z `V Q O z0 m U I M o = 0 t O N W f Z ° Z O a0 a J_ cn N ? J oa U VI ° 7 Y Ilk / ? U -REP RAP CH STD 30.01 30.01 , r J 4i6 1 R `-"_ \ / I . / I .>/ M . SILT %=l+CE n ?ao• ?b 'b\ ?' j . f 'Q` o'-.zL n `•?' f .? / Z• ?y2w/ TLLING CF ADAM FAND h .. _ L. 7 AREA *C4 STD 3316 4NI TEMP SEJ?IEhT STORAGE 40•%120': a N 1 SED:PEST STCRAGL REO'D . 32 AC X 1900 CU FT 5760 CU ? E.Y E'tT S.CRAGE PRCVr-:) 2 kJ SEE 04:0 STANDARD 3022 T TEMPCRARY LCL:?t RIP / O2 o RAP DAM FM PRDTECTICY 6 Cr EXiS':aG 24' INLET 0 ? ^ 1 4 14 N 4• .Y 3 CLASS I RIP RAA APRON L-12' W-7 n SILT NCE ......t .. .? i .. ... Q EACH IDE ? EXISTING 24• RCP ..:r';:a T62 a (CM ST 30 6) 2 SAT r EDGE INV. IN 743.5 RANSIT `` DE( ?? A PROP. LINE) w Ap n ' STD 1 9? - HDCP RAM GRAPHIC SCALE STn r10 ?e C Dt F= t FES 1 SEE DET N XI.TT. SILT t E SD M T .C6) t 30 HI iv 11.00• •- CKORY CPA ?p UCj T? ENMN TV Il7M L 560' b, r 1 r (CM STD 30.11) VICINITY MAPNrs 7C1 0 1 01 0 &?O O 791.08 768.4 -_t X90 x 785 15 J - 7 8 O? 784 25 x a 779.08 783.66 x Q x GROVE "77 CI Y ' _ '•t-''523-2 ?778-29 * 5Z3,-3 Y• ;, x 773.89 n ..k- r. } ,,J_ 76s03 s / x O i tS P (-] 7 ROCKSPRA COURT 761.5 ? O \ o o TOxER 740.5 ` X -J = x74 5 ON O 769.1 i 7 I 768.41 i X _ ° o o ° . r .. /? o O o 0 • Y1.E. W 7496 ° t O Q 51.76 I?V ? ?r ate` r -. ' Y r,. Y60 74S.4 I A % / } `X\ ij L / i / -? Ile -! 1 ?r S- 3 RAP APRdM . ?i / j?-FLJr®I?RE?.757,? \ \xsa x Y ?q a VICINITY MAPffm CTTY ZTD'30112 ' -REP RAP CLASS I RIP RAP APRON L-' W-W ?S1LT FEMCM _? . .v .... ?,°?.? Y MR RMERT9 13" /DHL -y? /tt it II / .4 0 LA 2"m i r MAB SILT FENCE CON PROP LUC) h%z RIP RAP DAM - DISTAL.- FOR DOTIAL IF DAM Alm { l3[TL ET ARFA G7I STD 30.ID AND 3DD21 BO IE243d TOP 40'X120' ' SEDIMENT STORAGE REO'D ?,q k • ;'-4a, 32 AC X IWO CU FT - 5760 CU FT SEDIMENT STORAGE PROVIDED =10,944 CU FT FEVS ENTRANCE TEMPORARY LOWER RIP RAP IM F13R PROTECTION OF E7OSTDRG 24' DIET ` III-7 MM DIET SEE DETAD_ 1/S4 CATCH DASIR DLET PROTECTION PER CM= 20.37 CLASS 1 RIP RAP APR13R LL -1 cc" sm 0"-M ' ? ? 4 ? . MT FENCE I M /. I H 743 ..5 CON PROP. LDN PFE GRAPHIC SCALE C Di FEEr CLASS 1 RIP RAP APRON L-W V-6' ?1 Yids 50 !'t CCM STD 20.23) \'- - Zed,j" -i-o C m•? >al = 1o C+M N CONTROL • 3010 KLES?, re `? _.. i \ _ i I BE GrVEN 24 / _ AND ROAD Wm CIiY IEI. CP NT?STI? SVEEPI]NG OF OF ;,VICINITY MAP NT RSRSE TTMNSS, THESE Jaw3m P. n-wm _m BY THE CrN ! TD7NS. ?•GN9f \ M&4-Me I V ND I A TID O ` ! E AND DT DAY. '_•?.` / ?..? /! T AN AUTHmtmTIIHi 0.504 acres M N s i IL AM&- Nom! FIELD I:TED PROPERTY Dv1ER. i _ .. `•`•`''?' Y ! S M THE STiRM DRAINAGE PSTIE. •?•?_,? i R TD SUBDIVLSIW FINAL FDNAI. / .. -.. XNG DEPARTMENT IN ANIMON'I?0. ° b % ® I COI STD 2034) •?,? : P A MINIMUM IF 0,5X % ® A,j -x S4 ft LAE MINE DEPARTMENT "•?._. ij r t _. _........._. 22' cr s I RLOTT [IF TIM CITY CODE _ i \` ;.....' .' 512 nvro f fitpQRY GROVE ROAD FROM LOT-I j ... i ;. IRRIGATD7N SYSTEMS, ETC.) ALUM n SIOE7lI R ! : 1 RIGHT-OF-WAY ENCROACHMENT'S )EPARTNENT OF TRANSPMTATMN/ / ` ,? `•W "¢ % 11ANSPERTATIII DEFT]RE INSTALLATRIi. OMPACTm TO MEETPC STATE . LOAD icAOlur CApApTY, •_.'?._ ?i ,099. ?.`'. , °m i I 39 acres S4 \I1>< j ®10.683 s4 ft ;V& L \ i / ... y?_ " 0245 aces a w %\q % . / % e: IL ! i NI 743® i sq. es % /'C. i Rill 0247 acres es / 10,014, sq. O 3w .723 sq ft I al..:.:Qi! rni i 41' 9 noes i M-+_.n: / i. MIYMn1ID O DIFS / I' ` ? ::lij/w X909-1006 % 11,5' S.DE / .. Dl f j? j 2034) ?.C df..Y i 10 4 Oft ?_•'/! r/`.B>~ 10 s% ft. Pcnr NT i naves CCMjSTD E0.34) 1 DILAC- - 20 LOTS ^ s f r _4 1 _' aim` - Q ? '!f'_'_•? He ? s `! _ _- `1'?' -. E MDNINIM REaDINED. % 1 10157E sq. ft 'l.i,, -... I LS W1TFmN P Lam i i 0242 aces • j %1 / ® % ?; a ARE THE MAINTF7NAINCE 10M.2 sq ft acres WZWR ADI CTjTTR i i 10,301. s* ft. 143IMS 1 L %T O DE SHM i 0233 acres sTnP 20,34) ON THE jr aces 17N9AIiCE VTTH THE 'E7_Wpo T STANDARDS ` ' I 4z'r es 10.312 sq. ft i '+W i 7 @ `? T, 0.234 acres / i 10,509. s4 ft --, 0243 acres ?W;1? hftft 15.473. s4 M / 0.352 acres CM 1?0.t199- DETAIL •m-77OW-07L i STI) _ i ; E790(6 _ mvm ?*b, . - ?f ?• i / ^ Sm 110411 '?'41F?•_. % / / SEE DETAIL R 30' 3W SIGHT ](;b. •'.! TRIANGLE GF SHMILDER m R t- i SITE PLAN _.? ?Led?cecl -3rFo Ill= ?l