20010050 Ver 1_Complete File_20000117

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Michael F. Easley
Governor
Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Donnie Spain
1305 East Tenth Street
Greenville, N.C. 27845
Dear Mr. Spain:
January 11, 2001
JAN 1 7 2001
Subject: Letter of Recension
Tar/Pamlico Buffer Requirements
Pitt County
On 22 November 2000, this office sent to you a letter which exempted your construction project
on East Tenth Street in Greenville, N.C. from the requirements of the Tar - Pamlico Riparian
Area Protection Rules. The project which you proposed in November was to remove two (2)
flood damaged apartment buildings and construct two (2) new buildings on the same property.
According to the sketch plan you submitted, the two (2) new buildings would be constructed in a
manner which would have less impacts to the buffer zone than the existing buildings. The
rectangular shaped existing buildings are constructed parallel to the bank of Green Mill Run. The
proposed buildings, as per the sketch plan submitted, were to be constructed perpendicular to the
bank of the creek leaving more open space between the buildings allowing for sheet flow over a
non-paved area of stormwater runoff.
On 9 January 2001, this office received a copy of a site plan submitted by you to the City of
Greenville Planning and Development Department for construction of the two (2) buildings. This
plan was submitted with a copy of the letter of exemption I sent to you in November, 2000. The
plan submitted to the City of Greenville is not the same plan reviewed by this office. This modified
plan has one (1) of the buildings positioned perpendicular to the bank of the creek but the other
building is positioned parallel to the bank of the creek. The building positioned parallel to the
bank of the creek is proposed to be constructed ten feet closer to the property line which would
require removal of area which is presently vegetated. There is also a retaining wall which is
proposed to be constructed parallel to the bank of the creek from 2 feet to 15 feet from the
channel. This is not the plan that this office reviewed and determined to be exempt from the
maw
N *ENUR
Washington Regional Office 943 Washington Square Mall Washington, NC 27889 252-946-6481 (Phone) 252-946-9215 (Fax)
requirements of the Tar - Pamlico Riparian Area Protection Rules.
This letter is being sent to you recending the letter of exemption sent to you on 22 November,
2000. The project as proposed to the City of Greenville recently, is not exempted from the
requirements of the Tar - Pamlico Riparian Area Protection Rules. You are therefore required to
submit the modified plans to this office for review. If the project proceeds as proposed, a variance
will be required.
Sincerely,
?l
Deborah A. Sawyer
cc: Wayne Harrison, City of Greenville
Marie Ange, City of Greenville
046-b Zarzecki, Wetlands/401 Unit
't'om

12

ZW-

512 N. Salisbury St. Raleigh NC 27604 Phone [phone]
Greenville Property
Subject: Greenville Property
Date: Tue, 16 Jan 2001 12:52:24 -0500
From: Bob Zarzecki <[e-mail]>
To: Thompson <mthomp@maiI Jus.state.ne.us>, John Dorney <[e-mail]>
CC: deborah sawyer <deborah.sawyer@ncmai].net>, Danny Smith <danny.smith @ncmai Lnet>
Mary Penny and John,
Deborah Sawyer of the DWQ Washington Regional Office is working on a
piece of property in Greenville. The property contained two apartment
complex buildings (one story, 4 units each). The apartments where
destroyed during Floyd. The owner has since sold the property to
another developer (Herbert d. Powell) who wants to rebuild. We told
them that if they stay w/n the footprint of the existing apartments and
don't add addition impervious surface that they would be considered an
existing use and allowed to rebuild. However, the new owner wants to
totally rework the site. They are required by the City to raise the
grade of the property which will require a retaining wall and fill
within Zone 1 of the buffers. The new owner also wants to replace the
existing two apartment buildings with two larger buildings (3-stories;
12 units each; instead of the existing 1 story, 4 units each) which will
add impervious surface in Zone 1. He is claiming that the larger
buildings would be required for economic reasons. The new impervious
surface within the Zone 1 and 2 and the grading/fill and retaining wall
within Zone 1 will require a Major Variance. We told them that if they
handle stormwater and provide mitigation that we would not be opposed to
the variance.
I told the consultant that I would pass a quick question on as. to
whether or not the proposed project can be considered an existing use
since the City is requiring that they raise the grade in order to
rebuild. I would appreciate any comments and opinions. Thanks,
Bob
Bob Zarzecki
Environmental Specialist III - DENR/ DWQ
401 Wetlands Certification Unit
1/ 16/01 2:10 PM
.SITE DATA ~ ~ JIM
E ~ ~ FWRiM F
TOTAL AREA . 35,417 S.F.
ZONING CLASSIFICATION • . . .CDF Y
LUI RATING 50 !1M
BUILDING AREA.. , 5,800 S.F. TOTAL IMPERVIOUS AREA. . . . . . . . . .18,095 S.F, . _ eM 91M
I I PA KING AR A . .12,295 S.F, ~;"R-9~;~ MPERV OUS R E ~ R-9
OF BUILDING LOT COVERAGE . . . . .149 ~
iH .......37'f W DD BUILDING HE G T..... . N DD ~
N0. OF 1 BR UNITS 3 STORY , 24 THE CITY 0 EENVII ~ ) 0 EENVII.LE SITE i30, PG 315
NO. OF PARKING SPACES REQUIRED, . . . 29 De 530, Pc 315 IoM ,oTM TOP OF BANK - _ 9
NO. OF PARKING SPACES PROVIDED. . . . 30
N . OF HC SPACES REQUIRED. 2 O 7.e BOTTOM OF BANK _ _7~ _ --"6B "BB
? N0. OF HC SPACES PROVIDED 2 R AR FA ALLOW D 16 979 S.F. GREEN k11LL RUN FLOO EA ( ) E ~1 -
FLOOR AREA (FA) PROPOSED . . ..15,840 S.F. _ t •e.J RETAfNING WALL ¦}~~~E a
N • ~s,~ _ OPEN SPACE REQUIRED , .30,562 S.F. ~ e1 _ ~ ~ _ UL o BUILT NG FLO~9WRY - 60UNDARY
P N PAC PR VIDED 36 847 S.F. ~ OE S E 0 , ` NPS ' ' ' ~
LIVABILITY SPACE (LS) REQUIRED .18,677 S.F. 2 0S ^,°.a NPs 58" r 15`.46` ~ 1 ~ Y .3 J ~t.l~ _ R/ + _ ?
I 1 808 S.F. ~ o c~~ o LIVABILITY SPACE (LS) PROV DED . 8, _ - c/L o BOTTOM OF &1NK + ! ` _y - k ~ , .
F ~ ~ Cfl D ,6.9 ,n ' V
RECREATtON AREA REQUIRED 2,207 S m cn 0 RECREATION AREA PROVIDED ...2,217 S.F. a _ _ _ . _ _ _ _ _ _ _ _ _ - - - - _ - _ ~ _ _ _ - - - ~ ~ :~^.U~ v i~+~k . ~~~'-WAS ~.aa~ "?~J~a - _ _ I _ T~. ~ ~R.Ev~~+~.L. 1~iCf N ITY MAP
GROSS LAND AREA GLA 42,447 S,F, n18i3 MBL ~ ~---t ,s.e ..~?OwA~ ~t+~S /,1,,,__
~ e ~ EIF .
I • . ~ ~
EIP I r..- • . I
. ~ ' GENERAL NOTES . , . = ' ,rv SECONDARY WALL +s.7 " + / -.rte"
J - I WINDOWLESS WALL 20.0 20.0' ~t0.6 . '~J~ i ' +
, 1 31.0' 35.3' , 1. GREENVILLE UTILITIES COMMISSIONS RESPONSIBILITY FOR WATER LINES ENDS AT _ 20., pp.p~ ~ - 0.7` y I ~ r - . ~ -
THE WATER METER. 4 _ _ _ _ _ _ r- 40.0 - ~ 20p 11.3 _ r-- I
2. GREENVILLE UTILITIES COMMISSION'S RESPONSIBILITY FOR SEWER SERVICES _ - - - - 0 3-STORY APARTMENT ENDS AT CLEANOUT AT THE RIGHT OF WAY. ~ ; ~ i t~j YEAR FLOOC BOUNDARY
I I N BUILDtNG(TYP) 3. ALL UTILITIES WILL BE UNDERGROUND. I ! ' ~x. eF I o ~ EtEVAT10N~22.5fl r ~ ~ ' EX. BRLK „ u+
4, PARKING LOT WILL BE STRIPED IN ACCORDANCE WITH THIS PLAN. I o I, aPaPT6 b ~nPaRTMENT ~ W ~ J , N
5. WATER AND SEWER SERVICES TO 8E SCHEDULE 40 PVC. .'s' Ex aPIcK N 6. A R I ED 1MPR V MENTS T BE BUILT IN A COR ANCE WITH THE CITY OF a~aPTti"E"' LL EOU R O E 0 C D 32.0' s
GREENVILLE MANUAL OF STANDARD DESIGN AND DETAILS, M,,,pl I s.o• I ~m ~ I ~
7. CONTRACTOR TO NOTIFY ULOCO 48 HOURS PRIOR TO CONSTRUCTION. 1-BOO-632-4949 8, DUMPSTER PADS SHALL BE ENCLOSED ON TWREE SIDES BY A COMPLETE VISUAL I I M
N 1 H SCREEN CONSISTING OF A FENCE, VEGETATION OR COMBINATION THEREOF. (9-4-268(H) ~ , ~ BALCONY - `0 _ _ _ _ 1 .S' ' t
OF CITY CODE ~ - ) ; I J LUI SUP 95-01 I - 9. NCDOT DRIVEWAY PERMIT IS REQUIRED. ' ~ _ - - _ r - I ' ~ _ ' j J I ~1J.5
o 10. GUC GAS/UTILITY EASEMENTS IS 10' IN WIDTH AND IS CENTERED OVER GAS LINES AS tai o v ~ Y _ _~r~
INSTALLED. (CDF ; ~ z ~ _ -`F GF' EP STAIRWELL t7.5T1 ~ ~ ~ ~ „2JJ _ s-.___, - _ - - - - P O e PROVIDE ExPAN510N JOINT R R
11, NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY, PARKING SPACE, o ~ ~ .o _ ~ - - - - cP DRIVE ISLE OR TURNING AREA, SHALL BE LOCATED MORE THAN THIRTY 30) FEET APARTMENTS ~ 2 ~I N ITEV,~- ,JOe ,7Je ~ 1 APARTM NTS AT N10-LENGTH + ~ , PEONY GAR S, LLC
T V NTY-F V F FR M AN KWAI CHUN HAN ~ ' " FROM AN ON SITE 5MALL TREE OR MORE HAN ONE SEE I E (75 EET 0 N ; 5' CONC. SIDEWALK „7 ~ + OB 592, PG 439 . ; MB 3, PG ~ as VALLEY GUTTER DETAIL
ON SITE LARGE TREE. FOR THE PURPOSES Of TH15 SECTION, THE MEASUREMENT DB 568, PG 100 „ rn O N.T.S. f ~ ~ { )
SH BE FROM THE FARTHEST EDG 4F THE SUBJECT AREA TO THE CENTER OF ALL E THE BASE OF THE CLOSEST QUALIFYING TREE. ml h ~ ~ (t) C I F. I
12. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE ~ I , a EP`4 + ~ X7.27' 1 Qf 7
CONSTRUED AS APPROVAL OF ALL NOTED VEGETATION MATERIAL PaRIECi~vST ,~cT M I r ry " ~ R ~E ! ENCROACHMENTS AS SHOWN ON THIS SITE PLAN. .a ~ " i o C'R;',/E ~ I
13. PRIOR TO ISSUANCE OF A FINAL OCCUPANCY PERMIT, ALL VEGETATION MATERIALS ~ ° }"`I h '7~ za,~' vo' I ~ ,~J.e LEGENp
REQUIRED BY THIS ARTICLE SHALL BE IN PLACE WITH WRITTEN CERTIFICATION ~ ~ ~,z33 ; FROM THE INSTALLER STATING THAT THE VEGETATION HAS BEEN INSTALLED iN ~ ' I ' EP 17.1p t . _
ACCORDANCE WITH THE APPRO D PRELIMINARY P N, APPLICABLE. AREA VE LA 2 ° ASPHAIr PARKING ° ~N 1~2~~ RAD n + R W = RICH OF-WAY z ~ ~ T-
REQUIREMENTS SHALL BE SUBMITTED TO THE DIRECTOR OF PLANNING OR ~ I ~ ! AUTHORIZED RESPRESENTATIVE. SAID WRITTEN CERTIFICATION SHALL INCLUDE A ~ ( ~ HC SIONs ~ 1 _ 6 8 MBL -MINIMUM I I I sIGNS - , ia' RA BU LD NG L NE
o FINAL VEGETATION PLAN INDICATING THE PRELIMINARY VEGETATION PLAN SITE ~~2a / I~ : I D B B =BACK OF CURB TO BACK OF CURB ~2J.6 s_.. I ;,,1 3 RAD EIP =EXISTING IRON PIPE
PLAN DATA MATERIAL TYPES COMMON PLANT NAMES S AND THE SPECIFIC ~ ' ' } "'~s tP ?
OCATIQN OF ALL INSTALLED ANO OR EXISTING QUALIFIED MATERIALS. THE FINAL EuIS11NC coNC s1oEwA4K_ - rn~ L RETAINING WALL - °4 +i7s° SIP =SET IRON PIPE a! ~ ~ - t
V TATI P~ HA L I T A A P IT P N WRITT N p ,T.47 E EGE ON LAN S LL gE ND A ED ON N P ROVED S E LA . E CERTIFICATION SHALL SERVE AS A- REQUEST FOR INSPECTION. FULL COMPLIANCE ~ ~ I EP I,,e~ " ~ - RAMPS E ~ q _ ECM -EXISTING CONCRETE MONUMEN ~P R.S. Q ~ 12 p,~, EPKN =EXISTING PARKER KA~ON NAIL
. WITH THE REQUIREMENT CONTAINED HEREIN SHALL 8E THE RE5PONSIBILITY OF ! ~ I ,ns' 9•p' mt2 t + 177° ~ ~ ~ 6 ~ ' ~ SPKN =SET PARKER KALON NAIL 9.5' I i -
ITY Y T I I tioo PRIVACY ~ , , ) I TH PR P RTY WN R, PPR V TH FAN MA ERAS N TAL ED OR D e9 M ~ 95 E O E O E A 0 AL BY E C 0 L S L CENCE THE ISSUANCE OF ANY PERMIT SHALL NOT RELEASE THE PROPERTY OWNER FROM ~ ' R - RADIUS R`.2 ~ ~------s~--~--
I ~ ~ SUCH RESPONSIBILITY. NO FINAL OCCUPANCY PERMIT SHALL BE ISSUED PRIOR TO I i , _ _ 1 ? , C CHORD
INSPECTION AND APPROVAL OF THE REQUIRED MATERIALS AND IMPROVEMENTS, ao' _ _ .ree .,,.e Ex ~-sTORY'~ ~ ~ 4 ~ a __~I PC =POINT 01` CURVATURE .r . + ~ ;~7.9 I ~ ~ - PA1N1 tat ' z ~ PT _ G^"` 'r r ~ fem.' ~ , v v: ANU~~„-
EXCEPT AS fURTHER PROVIDED. coNC~~TE EP - HousE ~ PNN1EEpp 6' CQNCRETE 2e UFT AREA 14. TREE5 SHALL BE PLANTED A MINIMUM 5' OFF THE CENTERLINE OF DRAINAGE PIPES. DuMSTER PAD ~ APRON j 1e UFT A~~ ta.J te.zt ~n , ~
15. TRASH COLLECTIQN TO BE PROVIDED BY THE CITY OF GREENVILLE. K I 4, - ~ y,cP 2 CURB ~ GUTIER PCC - PCiN+ 0~' COMF;,4vU ~+~K'~.a^a I - RRC = POINI OF REi,`ERSE CUR':~~~,wF
1 N T T P I TH IT Y W R R WAl' R IN ~ 20 asPH,a1T PARKING ~ 6 0 LARGE BEES 0 BE LANTED N E SAN AR SEE 0 E L E a EP I r I o , EASEMENTS. ~~e. 2~ , ~ ,e.2 ~ - - - _ - ~ , ~ te.ze ~ ~ I {STANDARD FACE; .P = Pn~ .Y _ _ J`, FP ''I . !N.' ~ ti S NJ vl~v, 5E' \ II eP cP t'R = Dt~WFi? POLE
17. EXISTING SUBSTITUTE VEGETATION MATERIALS HAVE BEEN NOTED INCLUDING THEIR i ~i ~ r 191 7„ ~ ~ y19.019.50 ' x,91- ..+.15.89 .JC^,, t
SPECIFIC LOCATION(S), TYPE(S) AND SIZE(S). ~ ! 22.2 EP ~ ~Cl.~., ~~NE PEJtC'~~ EP in ~ n7
18. ALL LEVATIONS R R TIV T TI A V RTI A EODETIC DATUM, _ E A E ELA E O NA ON L E C L G 19. STORM WATER DETENTIDN PLAN IS NOT REQUIRED, i ~ ' r__ ~ ! - ~~~vtar _ _ _ ~ _ ~ _ c~~ j _25 MBL 1 y 1 ,~1 .l
20. EROSION CONTROL PLAN IS NOT REQUIRED. EX. 3" CAST IRppN 2 ' . ,9.4 ~ ~ „ ~ . _ EDGE O JE'>~,,~~~
SAN. SEWERLINE ~ ~ ~ 2.3 21, THIS PROPERTY IS LOCATED IN A SPECIAL FL00 HAZARDOUS AREA AS m eC ~ ~ '>~EP ~,s' ' s.°• R.).B' D 2).SS .2 4s 'a I 9.5 I ; ~ I.s, ` q~~ 15.7x. 'B OF OF BAhK
DETERMINED BY THE DEPT. OF HOUSING AND URBAN DEVELOPMENT. ZONE A7, ~~i .,,y a 1 I 14 1 ~ , Tc ~ Bc • ~ • i ~ _ ELV. 22.50, REF; FORM 370191 0010 B, DATED: APRIL 3G, 966. Nv 9 INS o.2t 2i~4 2,20 _20.-' • :1.7' 28,0' 7.7' h CO ~ EPy EX.TDi.~ j, C,"~ = CEfi`~TER'~~NE ~ ~ - Hv 23.4G ~ FF - V!ANNC~.E
22. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE GREENVILLE UTILITIES ~ 2i1~ ' _ _ _ ~zz9 EPA 79 yzoz-~-_- ts.xt o cw = EIRF WYuRAN:
COMMISSION MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND X, MH R J', EX. 8° TERRA COTTA SAN, SEw R i 24.24 ~ ~ ~ ,.,~2.4'
WASTEWATER SYSTEM EXTENSIONS. RIM 2a,0a wv w~ ,r--s --s ..._.s ,s ~sE L N s a.~ ~ ~ b _ , ~ • } \ ; „A„ ~ g'_-s ----s 'EIS • / • 6' BUFFER rRC 23. CONTRACTOR SHALL NOT1F1' THE Pt)BLIC WORKS, STREET MAINTENANCE DIVISION 48 ' ~ER~~RC °A° ~ / \ EX. 15" RcF W'v' - WA.~ER ~ALvt - EIP~ Ij S fi9'4p~5a.~ W ?64.99 ,ti'~~ ~ EIS GV - GATE VANE
ECM w ~ N 7,?•18'38" E 142 82' ~ E -"#,*~a-~.--s ---_s w".^ 12'0425° W 111.50' 24.q _ _ 4,64- 2 .Si_P 14. HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN ~ ~ -s4.e Bc - - - - ---»~"---~s~-~-~~~-._.~- '1.50 1~.9 R.15' EXISTING WATER METER_ . y~5> cpF ~~se - ~-r` _ _ ~ . _ ;ry, I____.__~ BV -BALL VALVE
PUBLIC STORM DRAINAGE EASEMENTS OR R~W's. `x~ ! ;B0 ' ~ 24"7 s ~ 2446 ~ ~ ~ 4 EX. CONC. SIDEWALK R.,S' --=~r ° --5 -s --s ~ ~l ~ EX. 1e' RGP RCP = REfNFORCED CONCRETE` PIPE
24. EXISTING SUB TITUTE MATERIALS SHALL BE PROT D FROM SITE DEVELOPMENT ~ ~ TI IT I 24.44 f' AC V IES IN CCORDANGE WITH SECTI N 9-4-2 F . ; ~.ez S rJ,.e - _ _ _ _ W; CMP =CORRUGATED METAL PIPE ec, z
25. NO NEW OR QUALIFIED EXISTING LARG TREE 5HAL BE LOCATED WITHIN FIFTEEN (15) EX. MH Ex, CB CB =CATCH BASIN sAw c'~JT ArvD ,T ~ ~ R aRIM 25.32 ~ ~ Hoop 25:as W I FES =FLARED END SECTION
FEET OF AN OVERHEAD ELECTRIC DISTRIBUTION LINE. f sAw c' T AND - EXISTING CURB ~ CUTTER TO DEPRESS HEAD OF CURB REMOV~ 56LF 26. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY GREENVILLE BE REMOyED aNO REPLACED AT slDEwaLK FDR sIDEwALK REMOVE 56LF SAW CL ND EMOVE W .NV 15.68 N INV 23.01 SIDEWALK NOTE: USE 30" dgtBCUTOTEREaNDNREPLACE s INV ,a.n $ NV 21.75 3, NTS =NOT TO SCALE
UTILITIES COMMISSION PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER MAINS. f WITH 3D cuRe & cuTTER HANDICAP AccESS ~ CURB do GUTTER WITH 48" HALEY GUTTER ~ t E Nv 21.83 a' = NOT TG SCALE WH ~ f IN ROAD R W : Q3 EG =EDGE OF GRAVEL
27. PAVED AREAS SHALL BE COMPACTED TO 95~ MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6 OF SUBGRADf WHICH SHALL BE COMPACTED TO 1009 MAXIMUM DRY I
DENSITY IN AGCORQANGE WITH AASHTO-T99. f AWN + E S EXISTING IRON STAKE
28. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 W' ~ OF THE NCDOT STANDARp SPECIFICATIONS DATED 1990. x I TENTH STREET ~w ~ ' = w3 DI =DROP INLET EET ; i = ~ BB BO OM OF BANK
f 29. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TO SECTION 645 J W ! `82' R/W 65' 4, H PUBLIC! PUBLIC! 1
OF THE NCDOT STANDARD SPECIFICATIONS, ~ 30, CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE 3 f , x , W
NCDOT STANDARD SPECIFICATIONS. o.. i r tx. 6" ACP wATERUNE i • _ W W-'.. M1 .L ~ ~ r5 n ,y h - n h ~ - _ ~ N - ~ w z n n ~ ii ~ / ~TERUNE " ~ ~ ;
I ~O f / i ,,.,-INV 20.41 I n n {f
X r WI ~ o S -6 ~a -S ---•S -S -S -S -S -S S --S -S -S 5 - l\ INV 2[Jt--'~ X. MH ~ ~ EX. B" TERRA COTTA SAN. SEWERUNE
E ~IM 25.91 ~I I ~ 6 ~x I
t~ ~ I 1 ` ~EX. STORM MH ~ ~I rv
SLOPE 1/4"/Ff,---.. 3000 PSI CONCRETE f RIM~26.82 ; N INV 81.26 ~ ~ ~1r ! ExIS1. VALLEY
VARIES 2" I-2 ASPHALT Ex15T. vq~LEY S INV 20.13 ~ GUTTER EXIST VALLEY E INV 23.99 ~ "
" CUTTER i$ 4 " 4 , - CUTER W INV 24.12 ~ ;17
~6 2485 ~ ~ ri.b5 ~5.1r s' s" cAec -«-M w~ PP~,_,____. , 95.1r te27 90.
~ 1 EX. 15" RCP . - s _ a , 10. _ , r 96' _ a 30' 15 ~ }Q' " 71. ~
PAR - - - `2~ - KING LOT DETAIL _ - " " - ' 24~~ EXIST. ec Bc ~ EXIST ec ~ ~GP TPED TPEG
DRNEWAY 4 ~ ~ DRIVEWAY ~i5 ~ y ~ ~ ~m EX. CB GRAPkrC SGIE
rL'~• x HOOD 27.30 z7.50 EX. CB ~ ~N INV 24.74
~ HOOD 27.a8 ~ ~A ~`c INV 24,41 ~ I r ,
Ex1ST. ' ~"`~t ' OF I PARCELyy O0J91 I n
CAR WASH 1/2" RAD i~ DR~b'EWAY ± ~ LAND USE INTENSITY PLAN TAX MAP# x697,,6-~~~, ~~•~~a
VANS HARRINGTON, Jr. 6 2 PIRAIEiS BAY CAR WASH 24" 1'
DB F-53, PG 564 TOP OF SIDEWNX 1 j B ° RAD
3" RAD
a E AVEAIENi 20' - 0' „ II. ,
' _~BtNFER FENCE 6• ,/2' FIBER E,(PANSWN ; ~ ~ JOINT MaiERIAE ,
,21, s~a~ Iz;, sLOrE \ ~ 2 " - : , a-- ~ I--------- I j REFERENCE: DEED BOOK 995, PAGE 528 OF THE PITT COUNT'w REC;'STR~
'I~ III I I I I I li N . .-J . r ° ~ ftp'.
, ~ . I ~ S ~I ~ o ..a p 4 0 ° ~ ~ ~ GREENVILI.E, PITT COUNTY, NORTH CAROUNA ° y. _ _ I n f._ - ' ,
0' CONCRETE d' CO ETE A' CONCRETE ~ i ~ ~ ~ • ~ . ~ ~ ~_._------------s-9°..---- S,DEWILK CURA , i ~ PIO ~ ~ ~ R k~ I I I p 6 ~ k.% , ' OWNER: .w ~ , r HERBERT D. POWELL
I;~ ! I !i j ~ 4000 PS! f " Y R ~ P X
_ I I I I j ~ 300o Psl co~P,~cTEO suec~AOE coNCRETE -F----- 3~ , • ! ~ i ~ CONCRETE 3~ , a~ :,a;~w•a ADD E~S: .0. 80 2666 c. ~ ,
•.I „ GREENVILLE, NC 27836
PAYED PARKING LOT PHONE: [phone]
THIS PONT WITH TO CONTAMER PAD WUST BE PLUSH MTH ~ PLUSH WRN PAVEMENT PARKING LOT PAYEAR:M,
PLAN VIEW SECTION A-A w 30 CURB do G CURB do GUTTER
IUNDiCAPPED RAMP DETAIL DUMPSTER PAD DETAIL (STANDARD P4 - ~ B , Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB ~ (STANDARD FACE) 'LAND SURVEYING & PLANNING
(N.T.S.) (N.T.S.) 105-D EAST VICTORIA COURT DRAWN: KWH DATE: 12/13/2000
GREENVILLE, N.C. 27858 [phone]
CHECKED: MWB SCALE: 1" = 20'
CAD FILE: MILL RUN APARTMENTS FB 196, PG 11 C&G FILE: 10THTOPO