20090495 Ver 1_More Info Received_20090721

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sa
a 601 N. Trade Street
Suite 200
e 200
p Winston Salem, NC
27101-2916
Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
date: 7/17/2009 job #: 09-062
project: Davie Kidney Center
Interstate Dr.
Mocksville, NC
letter of transmittal
attn: Ian McMillan
t0: NCDWQ, Wetlands/401 Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
sent via: f-- Attached
r Under Separate Cover
fv- U.S. Mail f` By Hand
f- Over Night Service r For Pick-Up
r Fax#
We are sending you the following items:
rv-1 Prints F Calculations
Reproducibles fvO Information
r Originals f " Specifications
# of pages total =
f- Base Drawings
Correspondence
J" Change Order /Addendum
Diskette/CD
I` Email with Attachments
l?
copies sheet dated description
L15 \V L5 U V L9
1 SET 7/17/2009 SHTS. C-1.0, C-3.1, C-4.2, C-4.3
1 supp 4/24/2009 Preliminary Designs `
1 Map -- USGS Map showing site location DENR-WATER QUALITY
KTA ANDS AND SIMMIER BRAN

remarks, comments, & details:
Ian,
M
Attached to this transmittal is Sue Homewood's letter dated May 22, 2009 to Mr. William Junker for
reference and our attempt of responding to comments addressed in said letter. The preliminary
designs attached show our initial attempts of site design. We feel that the single bay of parking and
the southern location of the driveway as shown in our current design helps minimize stream
disturbance. A preliminary SWM Plan is attached to show you we are in the process of designing
for a post construction Storm Water Management Permit.
If you have any questions, feel free to ask.
Thanks,
Ken Binkley
336-723-1067
kbiAkIsy etimwsIpa chow
copies to:
I-ue
by: Ken Binkley
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleert H. Sullins Dee Freeman
governor Director Secretary
CERTIFIED NIAIL: 7005 3230 0000 9861 7396
RETURN RECEIPT REQUESTED
\lr. Witlairn .hunker
136 `triple J. Lane
klocksville, NC 27028
Re: Section 40 t Water Quality Certification application
Dear Mr. Rinker:
may 22, 2009
DWQ# 09-0495
Davie County
On May 1, 2009, the North Carolina Division of Water Quality (Division) received your application for a 401 General
Water Quality Certification to impact 300 linear feet of stream to install development fill for the William Junker Site in
vlocksvilie NC it) Davie County. Additional information is required in order that we may determine your prc?Ject's
compliance with 15 A NCAC- 2l-I .0500. The Division will require this inforrnation in order to process your application to
impact protected wetlands and/or streams on the subject property. 'therefore, the wilt place this project on hold as
incomplete until we receive this additional inforrnation, and if we do not receive the additional information requested
below, we will have to move toward denial of your application as required by 15A NCAC'211 .0506. Please provide the
following information so that we may continue to review your project.
1. Please provide more details regarding avoidance acrd minitnization of stream impacts for this pl-crivet.
This should include alternative designs and layouts of the buildings, roads, parking areas, etc, including
parking decks and multi-story buildings. Loss of space available for development: such as a building or
reduction in size of a building ttnlst also be considered ill the analysis.
2. Please provide the most recent version of the 1 :24,000 USGS Topographic ivlap - Please cleatrly draw or
delineate the site boundaries on the topographic map.
3. Please note that the Division caicutated the length of impacts as ttlc centertine of the stream, not the
length of pipe to be installed. Please provide updated drawin s that properly calculate the length of
impacts to the jurisdictional stream.
4. Please provide drawings that include all impacts to jurisdictional and nun jurisdictional wetland, stream,
4vater (Latures, and State regulated buffers must be shown and labeled on the site plans at a scale no
suhaller than l" = 50'. All excavation, fill, floodittg, stabilization, and other impacts that "ill be
conducted in or near jurisdictional and non jurisdictional wetland, stream, water features, and State
reu_>ulated buffers must be indicated. Please provide cross sectiorhal details showing the provisions tar
aquatic life passage (burial of culvert 20'1%o for culverts 48 inchhes, and t-foot for culverts > 48 inches).
North Carolina Division of Water Quality, WinstonSa?em Regional Office
Location: 595 Waughkmn St. Winston-Salem, North Carolina 27107 one
Phone: [phone] FAX: 336-771A6301 Custaner Service: 1.877-623-6749 No -th Carolina
Internet www.nmaterquality org Alatilr1711ti
Widiarn Junker Site
DPIQ# 09-0495
May 22, 2009
Page 2 of 2
Per the requirements of the General Certification, all work sliall be done "in the dry". Therefore,
dewatering methods will be necessary to temporarily dewater the stream channels during structure
installations. Please provide a construction sequence that details the method of dewatering to be utilized
at the site and the sequence of construction events to be fol'owed to ensure compliance with this
condition.
6. Per the requirements of GC 3705, please enumerate all temporary impacts (in addition to permanent
impacts already indicated) to the stream channel. Temporary impacts include areas of disturbance
necessary for proper pipe installation, proper dewatering, as well as any impacts from temporary erosion
control measures or fill stabilization. Please note that temporary impacts should be minimized to the
maximum extent practical.
7. Per the requirements of GC 3705, please provide an Engineerec Stormwater Management Plan for the
proposed development.
Please respond in writing within 30 calendar days of the date of this letter by submitting two copies of this information;
one copy should be submitted to Sue Homewood at the address on this letterhead, and one copy to Ian McMillan N. C.
Division of Water Quality, Wetlands/401 Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. If you
will not be able to provide the requested information within that tinieframe, please provide written confirmation that you
intend to provide the requested information, and include a specific timetable delineating when the requested materials will
be provided. If we do not hear from you in 30 calendar days, we will assume that you no longer want to pursue this
project and we will consider the project as returned.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the
Division. If you have any questions, please contact me at 336-771-4964 or [e-mail].
Sincerely,

Sue Homewood
DWQ Winston-Salem Regional Office
cc: John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office (via email)
DWQ Winston-Salem Regional Office
DWQ Wetlands/401 Unit
PRELIMINARY DESIGNS
DAVIE KIDNEY CENTER
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1927 North American Datum fNAO F?i
firth American Datum of 1953 iPfP~ 83I is shown by dashed corner ticks ur~rnan [~i~N~ Revisions shown sn ~rpie corr~iled in coo ration w#r
f een NAO 27 am# NAO 83 fior?.5an~ute THI5 tutAP COMPLIES WITH NATIONAL MAP ACCURACY STAPlp{iRDS en IL'S frtlnl aerial hot rd h3 I~C}CI~SVILLE, ~I, C. The V~ueS o the staft betW f)ECLRfArgS~RTCENfEROF St6EET State of NorGx Cara6na ag c p ~ p inteesecrtons are given in USGS But~tin 1875 FOR SALE BY t3;S. tiE0lt3GtCAl SURVEY taken 1991 and other sources. This information not 35080•H5•TF-024
- -fine reddasi~ fistes~ndicate sted#enee~anEi fteki~nes v4rers _ - _ _ _ _ _ _ DE3~~lER. CQL{k~ADQ i#t225, OR RESTflPI,-vlRGtt<<t~tiR-22ti92 fiek) checked, Map edited 1994 - _ _ _ _ _ _
- IB N6 TDt'DGRAPHIC (ulAt'S AND SYMt~iS lS AVAitABt~ ON ftEt1UEST ~ - generatiy uisitde on Trial photograph. ifris mformatan is uricheck~ A F-OLDER DESCfl I ktformatirx, shown m purple may rat meet USGS content REViB~D 1994
standards and may conflict with pre~m~sly mapped Contours DMA X555 [ tl~-SernE.s v&!2
t
w~~, - , SITE BOUNDARY - _ - - ~ ®c _ ~ _ r
: , - _ w , _ _ =
- 1+ _ I _ ~ ~ ~ 1~ Ers @ F R 0 V~' Im DO
F y»... ~ ,
T , I JUL ? 20040
® ~Ii " t
r I < _E ~ i i. ' ~ C4GI W¢ DENR - WATER QUALITY WETLANDS AND STOMMMATER BRANCH
: i ' , i.-, r.3- _ ~
E; t 1- ,
i r ' NTER-
. ,ry , j t, is [ ' . 9 .J r
® j _ I, - 1 dIBIT.
i 4 4~~ ~
a I . t
~ m ~ n e ' 1 ` _ 1 ~ A. .
fir' l`;. ~ ~ ' l
- _ - y _ ~ -I ~ _ ..-r ~ _ ~ - , rd ~ _ ~ '
, s - _
' i', - ~ - ,.r
I; ~ h - ' - ~ - ~ - r ~ ~
_ - : E , i
i~ _ ~ - 601 N. 601 N. Trade Street
n:i i : ~ ~ e , ~ f~; Sui#e 2( Suite 200
r e - r j, r: J Winstor Winston Salem, NC
r , ~ ~ crt ~ w ~ ~ ~ r 1 ~ 3i 1 1„. ~ ~ I'" Ir°i Landsca eArc~itec~ur~ 2701-~ a -_i re 27101-2916
~-rc.-~,' k : Y-
~ Civil En ~neenn t' , ~ d~5 ~ ~ ~ - - " P: 336.1 ~ ~ ~ . P: 336.723.1067
i r ,I r~ r: I _ n i 1 ' n , ~ Stimmei Associates PA Land Plannin i=: ~~6.; v ~~I ~ ~ _ _ F: 336.723.1069
200 0 200 400 600
REF. NORTH SCALE: 1" = 200' NAD 1927

¦
i ~
I. l L~ ! RP PRM R~ G l30YCE DR F
1 ~N
PORTION QF: VERIOU5 B ANGELL 6Rp~~ COPPER CREEK DR 0
N~ o ~ ~ , PIN # 5729652654 ® 5 24' p „ ! ~ ~i~` _ Q~ ~i
S W ZONED:OSR ~1 ® 9 °°m ~ 1 s.s ~ 2 59 S ~ r. , ,
y~o 0 65~ 9 GENERAL TES ~ ~ ~imm~s s~c;ates, wa
S6 1~ ~ G , ~w~ ~z Landscape Architecture
® ~ t ,F. NOTE: ALL DIMENSIONS, RADII, AND X,Y COORDINATES ARE TO FACE OF Civil Engineering
CURB, OR TO THE CENTER OF STRUCTURES SUCH ASSIGN POSTS, g~' R
/ ~ ~P ~ i P ~ ETC., UNLESS OTHERWISE NOTED. PRO RO ~ppN~~ - Land Planning.
0~ N i SP~~ 601 N. Trade Street Suite 200 GENERAL CONTRACTOR T0: Winston Salem, NC 27101.2916
~ ~ i > > ® o t~ P: 336.723.1067 F: 336.723,1069.
® i - ~j ; 1. VISIT SITE AND BRING TO THE OWNER'S REPRESENTATIVE ATTENTION IN ,,e'?ue„
s ,i WRITING ANY PROBLEMS OR DISCREPANCIES WITH SITE OR PROJECT PRIOR SEALS;
i TO BIDDING AND CONSTRUCTION. VICI Nle SMAP ,,,.'®°o d° ~PO~ S''.,
: = G~ ~TF~°::0~: 2. COORDINATE WITH THE OWNER FOR PHASING OF CONSTRUCTION. INSURE = _ °;7 .r
(L h 'P g J l f~ HIGH LEVEL OF SAFETY DURING ALL PHASES OF CONSTRUCTION. LTE ~ SEAL
\ ~G / S Q`~' ¢a ~ tp PORTION OF s e '
0 3~ / ~ w ~ ! ~ BILL JUNKER Z- cu 2 ~ 11f 6a 2g 4 ~IU ~ ; , PIN # 5729756528 3. CHECK ALL "VERIFY" DIMENSIONS NOTED ON PLANS. REPORT ANY °
6 / ~ O ~ ZONED: HC 2~~ ~ 5 ~ ~.o j~l DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO ANY OWNER: ~ ••,.,G; g9,,•°~P,,
0PG 3 Z F ti s FURTHER CONSTRUCTION. WAKE FOREST UNIVERSITY '~iRBB ~?~~'0`~~° MEDICAL CENTER BLVD '~tr,,,,,,,~~+~
~a~~ tiR I I WINSTON-SALEM, NC 27157
~ OFF I ~ ! oe ~ I ' ® ~ 4. OBTAIN ALL NECESSARY PERMITS INCLUDING BUT NOT LIMITED T0: CONTACT: WILLIAM MCDONALD ~+'``1~~~~"°'P°. ~ BUILDING, GRADING, UTILITY, EROSION CONTROL, LAND DISTURBANCE AND {229) 387-3527 e+,*~°°~,~~,~0`1~,~~
~ ~ Pei' i I , ~ / ~ c FUTURE EXPANSI®N ~ i OCCUPANCY. ; p4" P ~9,~• e
~ i ~ I 3875 SF Qti I I ~ ~ t SITE ACREAGE: ; 'Z'~ ~z
~ I N ~ t / 5. KEEP ALL PLANTING AND. GRASS AREAS FREE OF DEBRIS, STONES, 12.80 Acres ~ 19
_ c, 2 i I i CONSTRUCTION MATERIALS, ETC, ~ 888~~~ r e
8 I ~ ~ ~ / SITE ADDRESS: r ~?~f ~i` / 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ' ~ •
~ / ~ AVOIDING ALL UNDERGROUND UTILITIES SHOWN ON SITE PLAN. INTERSTATE DRIVE ®~~"',o~ +o k~°°®®A,.,
t ,a 6i \ f 12 . ° 23 ~ ~ UTILITIES SHOWN ON SITE PLAN ARE BASED ON THE SURVEY PROVIDED MOCKSVILLE, NC ®v
1 e 24 ~ t ~ / ~ .1 BY TUTTEROW SURVEYING MPA ~ a~ ` CO NY AND STIMMEL ASSOC. ENGINEERING PLANS, .JURISDICTION;
' DIALYSIS CENTER 5 ~ 21 ~ ® AND MAY NOT BE ALL INCLUSIVE. CONTACT THE TOWN OF MOCKSVILLE FOR LOCATION WITHIN CITY OF MOCKSVILLE CITY LIMITS PROJECT:
9315 SF I f OF CITY-OWNED UTILITIES (WATERLINE, SEWER LINES, AND ELECTRICAL
® 1 FFE" 808.00 ~ t APPURTENANCES). NC ONE CALL IS ALSO TO BE NOTIFIED FOR UTILITY LOCATION. ZONING:
17 2 t ~r FFE:808.00 10 s ~ / 7. PATCHIREPAIR STREETS, STRUCTURES, ETC. AS NECESSARY AFTER HIGHWAY COMMERCIAL (HC)
SITE AREA, 2.80 AC m , ,,t ~ f CONNECTION OF PROPOSED UTILITIES. CURRENT LAND-USE:
20 11 I PARK REQ. 44 SPACES , ; y. O VACANT
PARK PROV. 50 SPACES Q ' ~ / 1 g I \ F I 8. SEE DETAIL SHEET C-5,0 FOR SITE PLAN DETAILS. PROPOSED LAND-USE:
~ / f 76.1i' f ` ~ 4 t / 9. COORDINATE ANY CONDUITIIRRIGATIONSLEEYES PRIOR TO INSTALLATION MEDICAL OFFICE
i ATE ~ - 22 3 S86 07 51 E ,t t OF PAVEMENT COORDINATE SITE LIGHTING WITH SITE LAYOUT.
- 24' ' 13 ! / i PARCEL INFORMATION: i
0 t ~ / 47.3 ' , 2 TYP TYP 3 25 TOP = 794. t 10. SEE GRADING PLAN (SHEET C-4.0) FOR PROPOSED GRADES AND NC PIN# 5729756528
10 ~ OUT=7 .6 EROSION CONTROL. NC PlN# 5729652654
w~ ,j ~ _ t 11, BOUNDARY AND TOPOGRAPHICAL. INFORMATION TAKEN FROM SURVEY BY: DEED REFERENCE:
U ~ O t TUTTEROW SURVEYING COMPANY;107 NORTH SALISBURY ST.; MOCKSVILLE, NC 27028 DB 629 PAGE 119
Q. . j ' ~ ~ / PHONE: [phone] PB 10, PG. 51
, o ~ ~ X15 ~ ~ 3 '
z ~ 21 ~ ~ i , BUILDING INFORMATION:. 12. G.C. RESPONSIBLE FOR COORDINATION OF SITE LIGHTING. SITE LIGHTING
~ / - _ - - 20, ,~o o ~ t / PLANS BY OTHERS, COORDINATE ALL SLEEVING PRIOR TO CONCRETE INSTALLATION. NUMBER STORIES:1
w ~ i' e`' ~ ~a, f t / 1~ 16 / w HEIGHT: ±17, BUILDING AREA:13,190 SF
o ~ v r O, ~h, N 14 N _ ~ J -
r. N i i LANDSCAPE REQUIREMENTS::.
N ~ N d N: a', / q % 9 t / STREETYARD:B'
~ ~ BUFFERYARDS: 25'
~i _ ~ 21 1 ~ 10 ~ ~ - 7 t 9 SEE LANDSCAPE PLAN
SITE REFERENCE NOTES BUILT UPON AREA INFORMATION:
2R. 0 3 f 13 ' t IMPERVIOUS AREA; 51.,229 SF
/ S ' ~ _ '~-7 = 791.01 o. Q LIGHT DUTY ASPHALT PAVING -SEE DETAIL 3, SHEET C-5.0 TOTAL AREA:122,006 SF
! F ~ J . 'I~= 782.00 R25' / BUILT UPON PERCENTAGE: 42.0%
. - / ~ t ~ / UT = 781.36 3 5 - ~ 4~ : _ / 3' CURB TRANSITION 0.5' TO 0.0'
__TRWA 3 t , 25 TYPE B LANDCAPE BUFFER / ~ 1a~~ 6 # Q CONCRETE CURB AND GUTTER (TYP) -SEE DETAIL 1, SHEET C-5.0 °
/ r S 16 ~2 yy t / ; /
_ _ 4"WIDE PAINTED STRIPES 1.5'O.C. @ 45° LITI ~ I
10 BUILDING a ~ ~ K i` ~ I 18 22 ~ fr f N88 '~N 224.55 / '
/ , 28:84' ~ , Q 4"WIDE PAINTED STRIPES -TYPICAL SITE LIGHTING IS A DESIGN-BUILD PROCESS BY THE ELECTRICAL CONTRACTOR. LIGHTING FIXTURES TO BE
N881822 W a ` 1. ;j / PAINTED TRAFFIC ARROW (TYP.) -SEE DETAIL 4, SHEET C-5.0 SHOEBOXTYPE ANGLED 90° TOWARD PARKING AREAS,
THIS SITE IS NOT ADJACENT TO RESIDENTIAL ZONED LOTS
,~A r. 7D ASPHALT DRIVEWAY TO NCDOT STANDARDS AND SPECIFICATIONS AND IT IS THE INTENT OF THE ELECTRICAL CONTRACTOR
~ r,- i i" i t / TO NOT INTERFERE WITH DRIVER'S VISION CLIENT: HEAVY DUTY CONCRETE PAD AT DUMPSTERS -SEE ARCHITECTURAL DAME KIDNEY
I t ' PLANS AND DETAIL 9, SHEET C-5.0
/ ,s f-
t` t ~ f % HANDICAP PARKING SPACES-TYP -SEE DETAIL 6, SHEET C-5.0 CENTER QF WFU
1 / , F = 781.11 I ff / ' . 1 Q HANDICAP PARKING SIGN-TYP -SEE DETAIL 7, SHEET C-5A P.O. BQX 771 Q
/ t r''.. TIFTON, GA, 31793 NOT ~ IBIOlFP-F~AMP- S~c~-~~rl;= 9-;zH~E~6-g.~----
/ t , ,r' USEDU ~ CONTACT: SHELCQ, INC.
t PORTfON OF: ~ / t t
BILL JUNKER / , PIN # 5729756528 1 Z TRASH ENCLOSURE BY OTHERS(SEE ARCHITECTURAL PLANS) [phone]
ZONED: HC / CONTRACTOR TO PROTECT EXISTING UTILITIES AND INFRASTRUCTURE TO ~ owNEe REVIEW
t ~ f J t 1 j REMAIN. CONTRACTOR RESPONSIBLE FOR REPAIRINGIREPLACING ANY B?D DOCUMENTS
~ / r' t / ~ DAMAGED AT NO COST TO THE OWNER. ~ coNSrRUCTION DocuMENTs
l f
/ t' ~ / t 14 HEAVY DUTY ASPHALT PAVING (SHADED) ~ - ~ FIELD DOCUMENTS SEE DETAIL 10 SHEET C-5.0 _ - ~ ? RECORD DOCUMENTS
/ ,f 1 15 RETAINING WALL BY OTHERS -SEE ARCHITECTURAL PLANS PRAWN; KB
16 CONCRETE SIDEWALK (TYP) -SEE DETAIL 5, SHEET C-5.0 DATE: 7/06109
REVISIONS:
17 4' LOADING DOCK -SEE ARCHITECTURAL PLANS 1 EC caMMENTS 7/16ros
P NOT STREAM COMMENTS 7117109
U USED
19 CANOPY -SEE ARCHITECTURAL PLANS
ZQ CONCRETE SIDEWALK AT DROP OFF -SEE DETAIL 11, SHEET C-5.0
Z1 SITE LIGHTING-APPROXIMATE LOCATION -SEE ELECTRICAL SITE PLAN -
SHEET E01
ZZ BOILER PAD, SEE ARCHITECTURAL PLANS JOB. NO 09.062
d,
n e Z3 GENERATOR PAD, SEE ARCHITECTURAL PLANS SHEET TITLE:
a o 3r_ On d qC
4 Q q G Z4 CONCRETE FLUME, SEE DETAIL 1 THIS SHEET
f! d ne . / a. e n . ' Z5 48" RCP CREEK PIPE. SHOWN FOR REFERENCE. PLEASE REFER TO SHT , ® 0~ 5 ~
9/2" R: C-3.1 AND SHT C-4.3 FOR PIPE DETAIL AND SPECIFICATIONS. _1 \ 1 1
3" R.
~
N M1 JUL ~ 209
3000 PSl CONCRETE ® SCALE: °-3Q°
t1FNR•~JATF•R'(lUALIIY ,ru
WETIANDSAwDSTDRMNATtKU ' SHEET NO,:
COMPACTED SUBGRADE 30' 0 30, 60, 90,
SCALE: J.T.S. AV © STIMMEL ASSOCIATES, P.A.
REF. NORTH SCALE: 1" = 30'
NAD 1927

- I 41 ~
~ jf r ~ ~ ~l' J' J ' j J d 1 ' I i ! ,
i' l~ ! 1 ( ~ 's t - ~ ,t ! ~ J' f~ i r l tl I ~ ~ t RPa~~
r ,r i r i l 1 ~ j / it > r f ! 1 f ; ~ t
,i s f t 1 1 ~ / • , 1 r~~ii ~ r 1 1 ~ ~ ~ ~ 1~ FPM ~ G ROYCE DR
i r' ,f - ~ ~ i r l' 1 t 1 N , ^ ` 1 ~
/ r ~ / f l ' ~ ~ i j 4 C1 ~ gRO~K ~ COQPER CREEK DR
/ k~ ~ ~ , ,ri i i t I II~ 6, ~~p~9 ~
/ / , F 1 1 j I,J i 1 ~ I / 1 / f 1 r_ ~ k 0 r 1' i. ~ (l . ~ ~ t f ; \ ~ Q~' ~z
p f ~ i ~ r ~ ~ r: ~f ~ f 3 1 I r ~ } { ! i o ~ ~ Q S~immel ASS®CI<~Sp ~
f I j~ l / r~ f~ r ~ ~ ~ I / ~ ,r" ~ j` r 1 i~ l 1 1 ~ i ~ ~ ~ I g i 0 ~ ~
I r I i 1 1~ ~ t j 9 1 9 , ? r f i ; ~ ~ ' / I r~ f~ ~ ~ I' r ~ f i 1 i 4 ;4~ ~ Landscape Architecture
~ ~ f,y ti , f DROPINIEI'#10 i~ i' r 1~ 1 t I t o ~~E Civil Engineering
t r` j 1 ~ ~ 1 „rr NCDOT840.04 ~ 1 ( 1 / ` ~ I S tit I ,y i ~ Rp KoON~2 R Land. Planning
l 4-SIDED 8"1NROA ~ ~ ~ r >I + k Vt J, I , BLOCKANDGRA r THROAT:807.50 t 1 t t t ~~aR9 601 N. Trade Street Suite 200 SP Winston Salem, NC 27101-2916
/ ~ Ii ~ INIEfPROTECTION INV.OUT~5.00 / ~ / ~ ! / :t ~t w SEEDEiAILC4.1 , - ~ , t t t , 'x ~ P: 336:723.1067 F: 336.723.1069
~ ~ ° 1 1s t ~ 's s t i } ~ \
PORTION OF: , j' t f 40 LF 18" HDPE @ 2.5 /o r . ~ ~ ~ ' VERIOUS B ANGELL / ; ( r ~ C 1 \ SEALS: ?A???u+o+,®®~
PIN # 5729652654 ~ ~ ~~.a, , ~ 5P ~4~ _ ~ t i t ~`t ~e _ VICI NI SMAP °°°~0®~®,.~'' P4R""°~. Se~`o®
ZONED: OSR r ' 7 ! ~ ~ E i 99. S' s i S 1 f tf ~ ~ ~.GpR qr~.~A ~ ~ i 7
r r'
PERMMJENTSWALE#2 a ,~p6• ~ o ~ OUTLEfPROTECTi ~ ~t ! ~ ~ .36ACRES r` ~ SEE DEf 6, SHt. CA.1 ~ /
.r LINEW/NORTHAMERICM! ~ ® + + ~ f Q ,,y~ I I ~
SC250PERMMJENTMATIING ~ ~ ® + + + + k ~ Q • ~ f..- 0~ STAPLEPATTERN'£' ,.r + + + + + i s ° t ~ o~ ~y GENERAL CONTRACTOR TO INSTALL ALL TEMPORARY OR PERMANENT ERASION AND ~ ~ •
~ I ~ ~ ` ~ .r SEDIMENT CONTROL DEVICES AND MEASURES AS CALLED FOR AND AS NEEDED IN CI~RO~,?``
r off" ~ + + f I ~ ' ~ t ~ t ~ 1 { r ~ e~ ~ ADVANCE OF EROSION CONTROL PROBLEMS G.C. RESPONS[BLE FAR NOT ALLOWING ```'~?11g+~g°''
~ ~ + + + i J 0 } ~ ~ INV. BiJ4. ~ ~ I ~b) / ~ g4 SEDIMENT TO LEAVE SITE, o?®uauuh+,
/ ~ , ( a ( ( ti ~ ~ s° ` tia ` GENERAL CONTRACTOR TO: `e2~~;~ltTSC~y°~,/~'>s
~ + + + + i ~ 4 ~ l 1
~ ( + E ( ~ ' I~r 1' 1 / TEMPORARYCREEKDNERSION ' ~ l 4 ~ 1 i + f r ~ + / ~ ~ ~ C+,O xDn+E~RSION ~ r~ ` 1. OBTAIN GRADING PERMIT FROM NCDENR LAND QUALITY SECTION, WINSTON-SALEM = ~ " 4~
+ + + + ; 1 ~ ~ `,t SANDBAGDAMANDPUlJ~ + + + + ,r ' ? ~ ' I CCs u, 1 IDPUI~ ~ ` REGIONAL OFFICE AND KEEP ON SITE AT ALL TIMES. ~roR~s 1< ~ 1329 :r T,.
+ + i + + + + ,,,r ! I { ~ i ? r ^a,1 ~ NDBYCONTRPruT'ORAS + + + + + + ! ' , 1 , '{p ~ r I FOR48"PIPE~STAIlA + o t i 9 ! a 1 r~f 5 ~ w t ? y . PE~'rAllA ~ ~R S °t ; y 2. CLEAR ONLY ENOUGH OF SITE TO INSTALL CONSTRUCTION ENTRANCE # 1 CREEK
+ + + 2 + + + + + + o P i I + + + + + + + + + : ~ ~ I ~ ~ ~ ' ` ~ i PORTION OF: ~3~ { 4 r ~'M ~ f PORTION OF:~ ~ \ ~ i® ~°'a dl L`~.~ : ee°
23 ; , ~ f ~ ( t ~ ~ j j~.--_~ ~iLL JUNKER _+-ter-- p~ , E~ ~ r ~f i` 1 i / ~ PIN 5729756~i28 1~iLL JUNKER j DIVERSION, AND SILT FENCE #1 WITH OULET e'm • a°° 0 PIN,# 5729756¢28 ~ ~ ,
+ 1p. , , i ~ 1G'h, 0 ~ ~ ~ Ir r ~ rp ~ % ZO ED: HC + + + + + V ~ ~ r1~~~ ~ ( ( ~ pr t`~._ / ~ 1 1 I ~ ' r` ~ ZQrj7ED: HC ~ ~ 3. BEGIN CONSTRUCTION OF 48" PIPE AND FES # 5. ENSURE THAT SOIL IS PLAOED ON
s' ~ ~ r , ` ~ ~ ~ ~ ~ UPSTREAM SIDE OF SILT FENCE. PROJECT:
s'' l I r t e fit, 1 ~ f ?t t ~ ~ ~ ( ~ ~
~ ~ E i a i i' i'~, k1 / ~ t ~ pta~,~~m.1 I ~ 4. CONSTRUCT JUNCTION BOX # 6. PROVIDE 18"AND 24".STUBS. FOR FUTURE I y'` s~ ~ CONNECTION OF DROP INLET # 8 AND DROP INLET #9. REFER TOSHEET C-4.0 FOR 18"
~ ~ f ~ i ! i ~ 4 ~ t t ,t ~ ~ ! - ee ~ i ~ and 24"PIPE INVERT INFORMATION. INSTALL ROCK DONUT INLET PROTECTION ON
~ 3 i ' ~ ~ ' ~ ~ t t ~ FES#5 ~ j ~ ! ~ ~ ~ .
i i I i~ ~ ` 1~ INV:787.55+1- i 2 \ r ~ 1 ~ - f I ~ ! ~ ! ~ ~ R ~ t ` sEEDEraLSHr.ca. ! ~ ~ EXPOSED PIPE STUB SECTIONS..
~ 1k ~ ~ ~ i f 5. ONCE CONNECTION OF JUNCTION BOX # 6 AND EXISTING ROAD CULVERT HAVE BEEN
~ DNERSIONBERM#1 . ~ ~ TEMPORARI'( rEMPORnrzvCREQCOn~av 1 COMPLETED, CREEK CAN BE SUCCESSFULLY DIVERTED TO 48" PIPE, CONTRACTOR TO
{ SEEDETA1LSKf.C4.1 ~ ~ \,~,,~~q ~ PUNIPPROUNI PUMPPROUNDPIPE-TYF' f REDIRECT CREEK FLOW PERMANENTLY TO 48'° PIPE AND CAN REMOVE TEMPORARY
r ! ~ i t ~ ~ ' ~ . \ BYCONTRACI BYa>nrrRacroRASnIEmEflF ~ ~ CREEK DIVERSION.
PIPEINSTAl1ATI0N _ O ~ e ~ ~ ~ ~ ~ , 6. CONSTRUCT DROP INLET # 9 WITH CORRESPONDING 18"PIPE. PROVIDE ROCK PIPE
' ! ~ ti, ~ ~ ~ ~ ` ~ ~ ~ INLET PROTECTION AS NEEDED DURING WORK STOPPAGE.
~ I ~ z t a`'
, / ~ ~ i , ~ I ~ ~ , l ~ ~ 7. CONSTRUCT DROP INLET # 10 AND FES # 11.
~ ~ ~ I
+ + y / / 0 , - ~ ~ 48"RCPCREEKPIPE ~ ! 8. INSTALL PERMANENT SWALE #1, PERMANENT SWALE # 2 AND CLEAR ONLY NECESSARY ~CREEK~PE A~WMOTO ~ i AREA TO INSTALL SKIMMER BASIN #1 AND DIVERSION BERMS # 1. STABILIZE CHANNELS
+ + \ ~ ~ ~"e ~ tt~ 167 LF 4.0% F@4.0%
{ + + , r' / if i ' ~~p,, SEE DETAIL SHT. C4 ~TAILSHT.C4 ~ ~ c , /j WITH NORTH. AMERICAN GREEN PERMANENT MATTING SG250 WITH E STAPLE PATTERN.. Y ENSURE THAT OFFSITE DRAINAGE WELL DIVERT AROUND SITE BY WAY OF CLEAN
1 + /r 1 - ~ 1 0 , I ~1~1 ~1 ~ ~ i ~O'j WATER DIVERSIONS.
~ \ / I 1 + l f s$s off,
~ ~ SILTFENCE#1 ~ ' ~ ~ ~1 ? I / ~ i 9. CLEAR AND GRUB AREAS. OF CUT UPSTREAM OF SKIMMER BASIN # 1 AND AREAS OF
1 ' SEE DETAILC4.1 ~ ~ ~ FILL IN CREEK BED DOWNSTREAM OF FES # 6, l TO = 794. r
+ + 0 ~ ) \ £ ~ , 1 ~ >4 ~ ~ 1 ~ + + , ~ f' rl ~ l t ~ + , _ ~ , 0 78..6
+ ~ ~ ~ ~ i ( 1 l ~ f ~ 10. BEGIN TO FILL IN CREEKBED DOWNSTREAM OF FES.# 6. DO NOT DISTURB AREAS OF ~ ~1 ~ f~ A/\\ CREEK UPSTREAM OF NEW FES # 6.
++0 Z ( i ~ p~ r t t ( ~ ~ t ° { ~ r t i 1 1 ~ c i k U Y
t _ ~ ~ ~ ~ f ~ r / ~ fl t ~ ~s I .1~ I .~•^Vj ~ 11. ONCE FILL IS ADUQUATE TO INSTALL CONSTRUCTION ENTRANCE # 2, BEGIN
l l l / ~ (r r~ f ~ ~ INSTALLATION OF THIS ENTRANCE. ~ /
+ ~ PERMANEMSWALE 1 + ~ j , 'ti ~ ~ ~ / ~ ' ~ ? E i ` I ~ ~ ~J ~ ~ f
:50ACRES ~ r ~ i -e ~ ''f ' t ~ f ~f/ f ~ ~ 12. ONCE CONSTRUCTION ENTRANCE # 2 IS COMPLETED, CONSTRUCTION ENTRANCE # 1
NEW(NORT}i'AMERI G + W ~ 1 \ i 1% s t~ ~ ~ , ~ ~ ~----f'f~ ~,,.---~~e~ CAN BE CLOSED ANR FILLED.
250PERMANENTMA NG + + O _ r'`'~~ i r y~'~, _,<.~ti. 2~ 1` i 1 + / i ~ f 4~ t / i 4 PATTERN'S' + ' ~ ~ Pc ~r~ ~ ~ j r, / ~ ` ~ ~ 13. CONTINUE ROUGH GRADING SITE AND ADJUST TEMPORARY EROSION CONTROL
~ J ~ i 7~) / f ,F / MEASURES AS NEEDED.
r / { ^t ~ ~ / ~ ! ~ t ti
f / I x ;l, - r~ y?. J / 14, ONCE SITE REACHES GRADE, STABILIZE ALL AREAS WITH PERMANENT VEGETATION. r
+ + f' J i' / ' fi mss,
4,' `~Z,! IINSPECT AND REPAIR ALL EROSION AND SEDIMENT CONTROL DEVICES ON A WEEKLY
\ r ~ 7 4 ~ ~ ; 't, ~ rt~_.•___~.---° BASIS AND INSPECT AND REPAIR IMMEDIATELY FOLLOWING ANY RAINFALL.
~ ~ ~ ~ i m~~~\`_ _ - ------~~'~"~J REPAIR(REPLACE ALL DETERIORATED MATERIALS. CLIENT:
/ i I = 78z o0 1 PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS DAME KIDNEY. .
- E CONSiT2l CONSTRUCTKSNEN~AfVCE# ~ UT = 781.36 FOLLOWING COMPLETION OF ANY PHASE OF GRADING, PERMANENT GROUND. COVER
' SEEOEr ;f ~ FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS CENTER OF WFU
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR P.O, BOX 7710
+ ~ I ; INLET PRO DEVELOPMENT. TIFTON, GA; 31793
+ / i ~ SEE CETAIL .1 ~7 i , THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENT EROSION CONTACT: SHELCO, INM.
- f r" JUNC11ON BOX#6 28:84- ` f R sx Pfd r JC11oN Box#s AND SEDIMENT CONTROL MEASURES AFTER SITE DEVELOPMENT.
+ + + + ' ,b`t' ~ % 5 CAS A a~ ~i ~Ti~-r (336 760-5005
! ~ ~ / , 4-0PENINGINLET + M ~ ~r6, lye, SEEDETAILSHT.C4. f ~ + + + + + + + + + + + + + + + + + + + + + + + + ~ + + + ' :DETAILSHT.G4. * THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENTGROUND ? owNFRREwEV~
+ + + + + + + + _ ~ '':;~'Zi INVIN :787.50 20AT7~20 rf COVER AFTER SITE DEVELOPMENT, R IN D~~.787_50 2 Blfl DOCUMENTS
~ 0 i ~ ^ ri i r'~ INV.IN 18' :785.50 ` F .IN 18' :785.50
1 ~ \ t~~ ~,'1<J~ ~7f ~ ~ r,;~ INVIN :780.65 .IN(48'~:7&1.65 * G.C. IS RESPONSIBLE. FOR STABILIZATION OF ALL EXPOSED GRADES. WITHIN 24 ? CONSTRUCTION DOCUMENTS .our7sl.~ WORKING DAYS. ? EIE~D Docur~~NTs
/ r`'' ,r , ; u r u~' " tc' INV.OUi'781.&5 DISTURBANCE-TY `-i• L > is ~ t 4 ~"s
AREA = 3.92 AC +l- i ~ r ~ rp . _r~ r ~.w;, SVaNwER~SIN#1 0 s_ % ~ ~ r , ,I SEE SHEET C-4.1 FOR EROSION CONTROL DETAILS RECORD DocuMENrs
t BOT.INV:795.50 ~ ,,~-ti ~ ~ ? ;r Fl b = 781.11 °j, \ > l~ WEIR :798.00 ~ ~ L^ -OROPINtET#9 r' f SEEDETAIL ,1 ~ ~ NCDOTSTD840. ` I ~ , ~ 1 781.11 DRAWN: KB
TOP:799.50 ! \ ( y ` ~ t THROAT792.OD `f rJ ' DATE: 7r106/d9
SA3000SF ,F~ SEEDETAIL INIVIN:78825 REVISIONS: _
,r' ~ ' t 's 4 i 74 LF 18" RC 2.7% I .OUT:787.50 @ f i ~ ~ f I r ~ 1 EC COMMENTS 7/16f09
+''R~ ~ BIL'JU~lKE I ~ ~ / ~3 ~ ( ~ ~ { - ~ i 1 ( ~ ~ PIN 5797 S ~ ' ~ , STREAM COMMENTS 7t17fQ9
~ + I~< ,f ti 1 r I I ZO ED: H~ _ ~
\ I 1` ~ ~ ~ ~ C~ fo' ~ i ~ ~ , F ~ ~ a t` ~
I % ~ i / ! ~ I ~ f ~ l`
f ~ ~ ~
e 1 ~o Q i ` ,f
/
GRADING LEGS D: X06. NO: o9-osz
N D a e SHEET TITLE:
1. CONTRACTOR SHALL VISIT SITE t0 REVIEW ALL EXISTING.CONDITIONS PRIOR TO SUBMITTING 6. STRUCTURAL FILL FOR PAVED AND BUILDING AREAS SHALL BE COMPACTED TO 95% OF THE PROPOSED SPOT ELEVATION TC:99.~5 r
HIS BID. ANY DISCREPANCIESBETWEEN THE SITE AND THOSE CONDITIONS REPRESENTED ON .STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM - 698 ,UNLESS OTHERWISE NOTED ON THE (TOP OF CURB ELEVATION)
THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTtONQF THE OWNER AND ENGINEER. ~ PLANS OR SPECIFICATIONS. FILL IN BLDG AREA AND PAVED AREAS SHALL BE COMPACTED IMMEDIATELY. TO 96 % STANDARD PROCTOR IN THE TOP 12" OF SUBGRADE. COMPACTION TESTS IN PAVED
AREAS SHALL BE TAKEN TO SUBGRADE AND MINIMUM 15 FEET BEYOND LIMITS OF PAVED AREAS. 100 PROPOSED CONTOUR
2, PRIOR TO ANY CONSTRUCTION GENERAL CONTRACTOR TO VERIFY THAT ALL ENCROACHMENT, BUILDING; GRADING, UTILI•FY AND EROSION CONTROL PERMITS ARE ON FILE WITH ALL 7. AGGREGATE BASE COURSE UNDER PAVEMENTS SHALL BE PROVIDED AT THE THI N
APPROPRIATE AGENCIES. o CK ESS SHOWN IN THE DETAILS AND SHALL BE COMPACTED TO100 /o OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM-D698j. 3. THE EXISTING UTILITIES. AND OBSTRUCTIONS SHOWN HEREON ARE FROMTHE BEST
AVAILABLE RECORDS AND SHALL BE VERIFIED BY THE CONTRACTOR TO HIS SATISFACTION. PRIOR g, CONTRACTOR TO BRING ROUGH GRADE IN TRAFFIC ISLANDS SUFFICIENTLY ABOVE THE
TO CONSTRUCTION. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT WARRANT OR GUARANTEE THE F CURB WICLEAN BACKFILL MATERIAL T
COMPLETENESS OR THE CORRECTNESSOF THE INFORMATION GIVEN. NECESSARY PRECAUTIONS TOP 0 0 AMOUNT FOR SETTLEMENT AND TO PROVIDE sCAI_E: 1 ~~=30`
SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING SERVICES AND MAINS, AND ANY rum ruoi i rvr urtnuvnyc.
DAMAGE TO THEM DUE TO HIS NEGLIGENCE SHALL BE REPAIRED IMMEDIATELY AT THE SHEET NO.:
CONTRACTOR'S EXPENSE. 9. ANY BORROW WILL COME FROM A SITE OR SPOIL WILL BE PLACED ON A SITE APPROVED BY THE PROPER JURISDICTION HAVING APPROVAL AUTHORITY OVER THE SITE. A SITE SPECIFIC
A, GENERAL CONTRACTOR TO VERIFY PROPER COVER OVERALL EXISTING UTILITIES WITH SEDIMENTATION & EROSION CONTROL PLAN MUST BE APPROVED FOR ANY BORROW OR WASTE PROPOSED GRADES. PROVIDE SLEEVING FOR ANY UTILITIES WITHIN PAVED AREAS. SITES. 30' 0 30' 60' 90'
¦
5. PRIOR 70 PLACING FILL, ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL, 10. ALL STOCKPILE AREAS ARE INTENDED TO DRAIN TO AN APPROVED SEDIMENT TRAPPING STUMPS, ROOTS, ORGANICS AND OTHER UNSUITABLE MATERIALS. STRIPPINGS SHALL BE DEVICE AND SHALL BE WITHIN THE LIMITS OF THE DISTURBED AREA SHOWN.
STOCKPILED AS DIRECTED BY THE OWNER. CLEAN TOPSOIL FREE OF HEAVY VEGETATION QQ STIMMEL ASSOCIATES, P.A.
SHALL BE USED AS BACKFILL IN LANDSCAPE AREAS. 11. THE DISPOSAL OF DEBRIS IS NOT ALLOWED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF OFFSITE AT AN APPROVED DISPOSAL SITE.
REF. NORTH SCALE: 1" 30' NAD 1927

_ / , x S ! ~ p If I r ? 1 ' ' MEDIA OUTLET THROAT INV IN lNV OUT POND PONt? BIOCELL TOp CELL INV STRUCTURE INV (6" PVC) (RCP) DEPTH VOLUME
1 r . ' f l ~ 1 r ` / I ~ l t ~ r- / / ; jra'~ o / i t I I ~ ti
BLOCKANDGRA l f ( ! / s•, ,1 i 1 J # 1 796.00 791.46 DI # 4 797:00 791.46 290.71 12" 2165 CF
I PROTECTION r ' ~ Ii I~I 'J NLET 1 _ ~ ~ s ~ / J `t ~ r , SEEDETAILC4.1 r ' ~ i , f' % ~ 1 ' ~ ~ # 2 799.50 794.96 DI # 5 800:50 794:96 794.21 12" 2160 CF
/ f r' ~I ~ l t ~ ~ / I' ~ ! ~ i l 1 ~ ~ ~
PORTION OF: p I ~ ! t S B ANGELL 1 ! 1 r/ ~ L t , 4 ti ~ , VERIOtJ ~r BIORETEfVTfON CEII DATA t~~
PIN # 5~29652t354 r~ ® 24 .(j5„ , t ~a ~~ip'
~ i ~ / a I ~r i ZONED;: OSR r ~ I = ~ 9~• ~ ~ ~ I~ ~ ~ I ! ~ cg,r..,
~ , • ~ ~ 5 4 1 1 ~ ~ ~ i ! e .f' o ~ ~ I i f ~ f ~ ~ I 1, OVERFLOW '~~PI1I SQC~~~S P
0 ~ i i ~ 1 ~ ~ ~ ~ I i q,~ I ~ ~ c, 1 ~ ~ STRUCTURE LANDSCAPING r SEE SHT. L-1.0 Landscape ArchttectUre
OFFSITE # 2 ~ ~ ~ ~ j i t r GRASS EMBANKMENT PONDING WATER CIVj) '=t3glneering
146 549 SF I I ~ / i ~ ~ ~ ~ ~0 's f" ~ , 2" HARDWOOD ELEV. GRASS EMBANKMENT Land Pianning
3.36 A RES ~ ' ` ~ ' 't. C - i, ~ s I ~ I r ~ ~ ~ ~ MULCH LAYER
~ o E r ~ ~ ,f l~ f 1 TOP ~ / 601 N. Trade Street Suite 200 TOP ELEV. TOP ELEV.. Winston Sa(em, NC 27101.2916
1 ~ f t a % `ti ~ I i ~ i 6~ j ~.L,° ~ / ~ \ 1 ^ ' -._j 1 P: 336.723.1067 F: 336.723.1069
1 i ~ / / , It ~ ~ ~ - SEA ®®®®iA9B11 BlgB~~,, A
I I i ,'l ° ~ l! l \ TOP MEL r l f t, ~ e TOP MEDIA ELEVATION _ \\f PLANTtNG SOIL MEDIA mm°° CI~Q~°o~ r \ \ / 85% SAND ASTM C-33 P O R °'°°"+CS+
i ~ ' I ~ ~0 0'~ ~ { _ ~G:a ~ i( r` \ro~~'' ~"l f//~e /I\\ \ O `r\~1~` \ \~\`~,'"ti' \ 10% FINES o 8 GpR ~ j~.ti. f!,~ °~y pj,, ~ \ ,~~\t~\~!\~\\\ \~~f 5!o PEAT MOSS OR ORGANIC EQUAL ° ~,7
i ~ r'P~ c~, rr rF ,p ~ P d~~ ~ r ~ i t,
2 ~ ~ , . , r rr I ~ ,M-----, PORTIONOPi 'a i ! !
°2`~ , = f ~ ~ t 1t 1 1 i ~ _ ~BII~L JUNKER i \ 0 - ! ~ ~ j ~ ~ PIN # 5729756 28 6 I l ~ ~ t ~
' ~ ~ i 1 ~ O~e~°\'°k /~1 °°~~r/~\~. \\//\f ~ FILTER FABRIC ° ® S^•'• C'69 '~~1Pmm
~ tt ~ ~1..1 / i` .miles - F-~s11!`.RS ! ?I 7 I I /•f f 1 ~~ir ` °,\f 0\~°'~~'r~ ~~`f ''a\'~~lr~ \ t`'r~\\\~r~ ~,4 °a1 NONWOVEN 1'REVIRA #1120 OR EQUAL s~~°~so~ ~"~oe~0
~ ~ Ijf f I i? I J l ! 0 FSITE ~ I ~ o ; r ~ , I I , # 4 ( I I 1 ~ , , , ~ i , Nemca~~~ BETWEEN SAND AND WASHED STONE ° ND BIOCELL AND SURROUNDING EARTH m®0m~`p, C it.e..
I i I !.a i ~ l' ! ~ ; 868~~666 SF
~ i ! ~ t 41 ~ ~ _ I FUTURE EXPANSION I , ~ ~ , ,t ~ 19.94`ACRES ~ t Y m ~~°+~ssa.y 0 4" WASHED SAND ~ ~ ~ ~ ~~~C~ ~~C~ ~0 ® ~®'~~.~•°~,S$ j~~/;y~
' ' t, FES#5 p t ~~1 ~ ~ , Blo # 2 3875 SF I ~ _ 16.6 /p ~X. IMP 4 ~
I I~~~ y~ ~ S ~ V INV.787.55+1 ~ A DA: 44490 SF I ° ~ ; ti << ~ ~ sEE DETAIL sHr. c4. ~ . ~ ) ~ w 23552
1.02 AC) I ~ 1 #57 WASHED STONE SEAL t'; 6" CORRUGATED PVG UNDERDRAIN 'o '
.51.7% IMP _ i ~ ,i ~ ~ t ~ ~
C 0.66 I } i ~ t i ~ ~ . \ L . J (PERFORATED) @ 0.5%. S, CLEANOUTS AT 50' MAXIMUM SEPARATION ` a"°~ t.° ss® 0 ~ oms
~ , `i ~ t ; ~ 1 , (69: 0 era Fair ~ \ ~ ~ ~ ~ t
1 s ~ ~ ! S ecifications for soeP~~~P~°?o~B~,'e° pecifications for Bioretention 4~
(98: Imperylous) TER I ~ ~ . , P ~ DIALYSIS CEN 1 ~ , „ 1 > ~ PROJECT:
PVCUNDER~AIN - ~ ~ 9315 SF 1. Planting Sc .,y., Planting Soil
PIPE(nP) ~ _a~R FFE; 808.00 \ , i
. o The soil shall be a FFE: 808.00 z, ~ ~ / ! I 9 ~ ; i harmful to plant gro, he soil shall be a uniform rnix, free of stones, stumps, roots or other similar objects larger than two inches. No other materials or substances shall be mixed ordumped-within the bioretention area that may be ` armful to plant growth, or prove a hindrance to the planting or maintenance operations. The planting soil shall be free of noxious weeds.
f ~ 9° D RISER • 0 . ~ ~ 48'RCPCREEKPIPE The lantin soilsh~ he planting soil shall be tested and shall meet the following criteria:
{ ~ ~t~\ ~ 1 LF 4 o ATERIMTO I P g I ~ ~ 'ABOVE r
I' ~ SEE DETAIL SHL C~. ~ \ . r f a r INLET' _ I : = NISHED / 1 PH ; pH range 5.2 - 7.0
' ~ orgy sTABiL¢A . , ~R 7 ~ / 6.11 ma organic matter 1.5 - 4% {by weight) magnesium 351b./ac
a SEEDET. ~ db ~ g ® ? o < ` BIO # 1 , ..cn S86 0T 51"E N THISSHL „ ' J pho. phosphorus (phosphate - PzOa 75 Ib./ac ~
~ ' 36.5- ~ DA. 42842 SF I e ~ pots potassium (potash - Kz0) 85 Ib./ac
! ' solu (0.98 AC) . T0~ = 794. soluble salts not to exceed 500 ppm
59.4% IMP o tT = 7 . s ~ Pho: f ~ Phosphorus Index Not to exceed 30
A 1 C: 0.71 ; >ND , II bioretention areas shall have a minimum of one test. Each test shall consist of both the standard soil test for pH, phosphorus, and: potassium. and additional tests of organic, matter, and soluble salts. A textural 6'
CN: 86 ' ` ~ ~ ~ r All bioretention area CLEANOUT ~ ~ j rf anal sis is re wired 69: 0 en Falr ' ~ l .r f Y q nalysis is required from the site stockpiled topsoil If topsoil is imported, then a texture analysis shall be performed for each location where the tap soil was excavated. Since different labs calibrate their testing
( P ) pti .9`~ '1 rf ~ equipment different) (98:Impervious) OFFS) #3 o~ quipment differently, all testing results shall come from the same testing facility. The NC Department of Agriculture (NCDA) lab is the preferred testing facilitiy: Should the pH fall out of the acceptable range, it may
~ °0 ~ be modified (higher; >`~g f r~ 259,15 SF ~ r r~ e modified (higher) with lime or (lower) with iron sulfate plus sulfur.
~ 5.95 1" 2. Compactioi Compaction
A.RES o f
w 42.4 / X. I P ,r / It is very important t P: . o - oun.ET s~RUCTUe is very important to minimize compaction of both. the base of the bioretention area and the required backfill. When possible, use excavation hoes to remove original soil. If bioretention areas are excavated using
o __----°__,r j ~ a loader, the contra SEESKf.C~4.0 ~ f will cause ex ivi loader, the contractor should use wide track or marsh track equipment, or light equipment with turf type tires. Use of equipment with.. narrow tracks or narrow tires, rubber tires with large lugs, or high pressure tires gill cause excessive compaction resulting in reduced infiltration rates and is not acceptable. Compaction will significantly contribute to design failure. Compaction can be alleviated at the base of the bioretention
co o r cess ` jr',. faciliiy by using a p rcility by using a primary tilling operation such as a chisel plow, ripper, or subsoiler. These tilling operations are to refracture the soil profile through the 12 inch compaction zone. Substitute methods must be
N ~ sTRUCTURE / LEr / <r ~ approved by the er pproved by the engineer. Rototillers typically do not GII deep enough to reduce the effects of compaction from heavy equipment. Rototill 2 to 3 inches of sand into the base of the bioretention. facility before
SEE SHT. G4.0 o sTAalLlza ~ f ' / ~ / backfilling the optio. SEE DEi.2, 9 % , , ackfilling the optional sand layer Pump any ponded water before preparing {rototilling) base. When backfilling the topsoil over the. sand layer, first place 3 to 4 inches of topsoil over the sand, then rototill the
~ , fr sandltopsoil to crea ` f ~ . basin. Heavy equip andltopsoil to create a gradation zone. Backfill the remainder of the topsoil to final gCade. When backfilling the bioretention facility, place soil in lifts 12" to 18". Do not use heavy equipment within the bioretention asin. Heavy equipment can be used around the perimeter of the basin to supply soils and sand. Grade bioretention materials with light equipment such. as a compact loader or a dozerAoader with marsh tracks.
` ~
, ~ ~ I~
0 ~ 3. Plant Instal 0' rf fi ~ Plant Installation
140.5' ~o' eMP f 'i~ r gasses and legume Areas Shall be sodded.
9 e . - - - AccESS / Grasses and legum - ,
- - _ ~ ~ 36 / $5 / t'r/ The topsoil specific he to soil s ecifications rovide enou h or anic material to ode uatel su I nutrients from natural c clin . The rima function of the bioretention structure is to im rove water uali Addin fertilizers P P P 9 9 q Y PP Y Y 9 P ry p q ty. g
--~.=N a0• „ ~ 6~' f~ defeats, or at a mml UNDERLAIN N ®°4 , ~ , ~ ,f~. / ® effeats, or at a minimum, impedes this goal. Only add fertilizer if wood chips or mulch are used to amend the soil. Rototill urea fertilizer at a rate of 2 pounds per 1000 square feet
_ f" ~ r / . 4. Underdrain F r` , Underdrains
4C~ i i
28.$4' ' ~ , JUNCTIONBOX#6 ~ Underdrains are to 8'X5PRECAST / I nderdrains are to be placed on a 3'-0" wide. section of filter cloth. Pipe is placed next, followed by the gravel bedding. The ends of untlerdrain pipes. not terminating in an obsen+ation well or-clean out shall be
~ ati ^F~[ % capped. W ~ r f 4-0PENING NLEf ~ f 1 0°` ~ A The main collector apped. he main collector pipe for Underdrain systems shall be constructed at a minimum slope of 0.5%. Observation wells and/or clean-out pipes must be provided (one. minimum: per every 1000 square feet of surface
o SEEDETAILSHLC4. area). rea).
g`~ / 0`0 ij ~ iF THROAT:78920 % / ~':~'li ~NIN 787.50 OFFSIT #1 0 ~ ,o ~
0 ~ ~ ~N.IN 18 :785.50 5. Miscellanea 1 X7,713 ~ Miscellaneous CLIENT:
1 i 1 , ~N.IN 48":T~1.85 0 'f. ,1 / IM/.OUT781.85 The bioretention fac DAUIE KIDNEY he bioretention facility shall not be constructed until all contributing drainage area has been stabilized.
4.54 ACRE : / ~s , r CENTER OF WEU
~f ~ ,f 5 PERF~,4TED f
DRCPINLEr #9 ? / F ~ ~ = 781.11 q f PVC UNDER~2AIN P I NCDOTSTD840. 1 / ~ P.O. BOX 7710
PIPE ) THROAT792.00 f 1 Materials Specifications for Bioretention TIFTQN, GA. 31793
i t INV.IN :78825 Matenal___ _ _ ..;.Specification . _ Stze__._ _ ~ Notes _ CONTACT: SHELCO INC.
J I ~ I :787.50 r'~ 74 LF 18" RCP`@ 2.7% I PO TION OF i i.... ~ ! ~ j / t ~I L...._. , i~ Plantmg soil f Sand 85 - 88% NIA USDA soil types loamy sand,.
BIL JUNKE / ~ ~ r ' .r / ~ I PIN 57297 8 I / f ' ~ 1 (2.5' to 4' deep) ;Silt 8 -12°l0 sandy loam or loam (336). 750-5005
ZO~ED:HC t / f ~ I ~ c~ f 30' 0 30 60 9 ~ j _ Peat Moss 3- 5% . .._m____..___.~ Mulch 'Shredded hard+rrood A ed 6 months, minimum ? OWNER REVIEW
~ I ` i ,i Geotextile Class C - apparent opening NIA Fo9r use as necessary beneath BID DOCUMENTS
l' 1 = ~ f/ ~ E / ~ I r , I ~ ~ ~ Size {ASTM-Q-4751), grab tensile underdralns only.. ? CONSTRl1CTI0N DOCUMENTS
/ ~ Strength (ASTM-D-4632), puncture resistance ASTM-D-4833 FIELD DOCUMENTS
/ I ~ c~ / ,f ,;I{ / ~ / ~ i / I / ; `ii Underdrain gravel ; AASHTO M-43 0.375" to 0.75" ? RECORD DOCUMENTS
/ ~ I ~ ~ r` R R SCALE: 1" = 30' i I / 1 EF, NO TH i ~ Underdrain piping ; F 758 Type PS 28 or 4" to 6" rigid schedule 40 PVC or 318" pert. @6" on center, 4 holes
/ ~ ~ % NAD 1927 AASHTO M-278 SDR35 i per row, minimum of 3" of gravel over. DRAWN: KB
pipes; not necessary underneath DATE: 7/05/a9
LENGTH - LENGTH 5' I ~i- - 3 - - - i ~ - - Poured in place concrete {if fc =3500 psi 28 days, normal NIA On-site testing of pouredan-place REVISIONS:
5' I required) i weight, air-Entrained; reinforcing to I concrete required; 28 day strength & 1 EC COMMENTS 7116109
mee1ASTM-615-60 slump test;. all concrete desigh (cast- i STREAM COMMENTS 7/17109 ~ in-place orpre-cast) not using
Q NCDOT CLASS "A" RIP RAP PVC PLUG INFLOW i I I previauslyapproved State orloca!
° ~ O~° PIPE I ~ ~ standards requires design drawings
~ ~0~a ~ ° O Oo Oo 3 ~ ° I I~III~II=111- I~ o o~ OOo~ Op~ o seated & approved by a ~ professional structural engineer
FfNtSH GRADE c o ° ~ ~ ~ ~ ~0 0 - _ - I o0 0 0 0 0 0 o0a~t71/o`t/ 1 z 0 o II~II~II II~II II ~ o ®o ®a ° o 0 00 ~ o~ N ` 0~9z m 9~Qo I ~ I ~III~T~I I I. II=1 I o 0 ~ licensed in the State of North Carolina
~ 0 8 ~ .I I I~ I b I I=1 IT=1 I I_1 I I o OOo~ 00 Q ° m o 8 O O o °O0 ~ ~ ~ 8 O° o ~ o ~°O o°oo~ -design to include meeting ACl Code
0~ ~ ~ "l.(y ~/f D o O ~ O o OOo~ 00 350.R189; vertical loading [H-10 or H- ~ 20]; allowable horizontal loading
O 0 OO° O OOGp OOR7 ~ ~ B B ~0 (based on soil pressures); and
00° 00° RIP RAP 3:1 PIPE ° ~ _ _ GEOTE)CfILE LINER 60TfOM ~ POND - ____T_ ~ . anal sisof otential crackin
6"PVC 00 ~ , Sand TSAR H 0 M-6 or ASTM-G33 0,02" to 0.04" Sand shall be washed. Substitutions JOB, N0: ' ~}~-®62 [4"deep]. ~ such as Diabase & Graystone #10 are
o° ~ ° ° a SECTION B-B p~ ~ 0 ° ~ SHEET TITLE: not acceptable. No calcium
1/8"BEND ~ jI° G~ A~~ !d ~ o ~ 0 0° ~ ° - carbonated or dolomitic sand
Ot/° ~ ~0 O INFLOW ILL PIPE o ~ ~ Q° _ I =III PIPE r~ I=11 I- substitutions are. acceptable: No "rock s ~ k ~ dust' can. be used for sand.,
( - ° ° ° 80 _ I I=1 I I=1 ^f: III=111=
o o - - 080 e~~0~ _ I I1=11 I-11I-~~:.. I1=11 I-11I ~,.E 1=1I 1=1I I-1I 1=1I I-~~'::,,.,_, 1=1I I-1I 1=1I I
Q - - - -
PLUG.. PLAN
9 3 TENTION IL
1 ~ ~1 I 12"-18„
SCALE: n~ SCALE: N.T.S. scALr=: 1 e~~~0°.

SHEET NO.:
NcooTCL1SS"A'RWRPP SECTION A-A BOTTOM OF POND
C-4.2
UNDERDAIN CLEANOUT DETAIL ~ INLET STABILIZATION DETAIL
© STIMMEL ASSOCIATES, P.A.
SCALE: N.T.S. ~ N.T.S.

a
~k.:.
~n ~ ,
S~d171t1'1@f ASSOCi~eS, P
WEIR RETAINING PLATE ENTRYFES P CAST JUCTIQ X S IFICATIO LanaseapeArehitectur-e
Civil Engineering.
land Planning
1.PRECAST STRUCTURE TO BE DESIGNED BY A PROFESSIONAL ENGINEER 601 N. Trade Sireet Suite 200
REGISTERED IN NORTH CAROLINA, SEALED STRUCTURAL SHOP DRAWINGS Winston Saiem, NC 27141-2916
4" PRECAST CONCRETE ARE REQUIRED. THE SHOP DRAWING SHALL STATE GQNFQRMANCE WITH'THE P: 336,723.1467 F: 336;723.1069 FOLLOWING REQUIREMENTS AND OTHER APPLICABLE STANDARDS. SEALS: `'®®ta~4'`e~irro~ fr0p~,
TOP SLAB - - -I I -
~ ~ i - - - STE STEEL LIFT HANDLES 2.STRUCTURE TO BE DESIGNED FOR H-20 TRAFFIC LOADING.. ,~®0 °°~'RpORgS°°°°,
, w L I~ ~ ~ I _~_!,--~_I--~ a °°~°c~° ~F~;o 0
_ - ~ _ - - I - - - a a 5, d 3.PRECAST STRUCTURE TO BE DESIGNED FOR LOADS ON PROPOSED ° e
d . a ~a ITT Tai 1TI~~f T: - , e^ ~ ~ I---T, ,-__I_; Q i I ~ a FOOTINGS AS SHOWN ON THE DRAWINGS. a ~ SEAL
I ~ - - - - I ooeoee®eooooo I - - - `---I---I I ooe~?ooeoe eevoa® 4.STRUCTURE DESIGN SPECIFICATIONS SMALL CONFORM TO LATEST ASTM
- - d ~ ese°e°ee eee°a G.~ I fI ) I d eeoe o0 C913 SPECIFICATIONS FOR'"PRECAST CONCRETE WATER AND WASTEWATER ~~°~«:.6«~•••°'•P.®°,
Q' G o0°O°e Oe0°O~e® INV.IN 1.0' BELOW EXISTING GRADE eeeee°e eee a 4 STRUCTURES" AND NCDOT STANDARDS; °'BB.,,r~ir~C>~~~o°'~
an.. ~ eee C a' 8°
CREEK BED ENTRY FES d d ~ f ~ roonurr 5.CONCRETE COMPRESSIVE STRENGTH 4,Q00 PSl MINIMUM. ®®eo' C'sre,?
O,p a .
PRECAST JUCTION p BOX STORM 8X8 BRICK COLUMN ~ 6.STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF ASTM ` ,~®r°°~P ~
SUPPORTS (TYP) ~F STRUCTURE C,q / C890 SPECIFICATIONS FOR "STRUCTURAL DESIGN LOADING FOR WATER AND 0 WASTEWATER STRUCTURES" AND SHALL UTILIZE GRADE 60 RE-BARS 9
S'J. 1NHOLE COVER CONFORMING TO THE REQUIREMENTS OF ASTM A615 OR WWF CONFORMING x:`
4 GENERAL NOTES: c~G y~ ° MANHOLE COVEF V4~ _ Goo TO THE REQUIREMENTS OF ASTM A185 OR BOTH. ®~al' ye
CONSTRUCT OVER 4'X4' OPENING ON TOP OF PRECAST ti P SOB •tl ~•ss•® °p6 ®@~
n JUNCTION BOX. ~O 48 RCP CREEK PIPE 7.PROVIDE ADDITIONAL REINFORCING AT OPENINGS. F Qo
~s CONCRETE SHALL BE A MINIMUM OF 3000 PSI.
G CONCRETE STEEL REINFORCING AND LIFT HANDLES BY 8.STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PROJECT: PLASTIC AND MEET THE REQUIREMENTS OF ASTM C478.
' - PRECAST DESIGNER.
~ G. ' ~ BRICK MORTAR TO BE TYPE S. 9. JOINTS TO BE SEALED. WITH PREFORMED FLEXIBLE JOINT SEALANT
CONFORMING TO THE REQUIREMENTS OF ASTM 0990.
PRECAST JUCTION MORTAR JOINTS 1I2" +l-1I8". NO MORTAR BETWEEN TOP OF REFER TO SHT C-4.0 FOR JUNCTION BOX
BOX PIPE BRICK AND PRECAST TOP SLAB. INV.IN 1.0' BELOW EXISTING GRADE SUPPORT SHELF PENETRATION SIZES, INVERTS, AND
CONCRETE OR CLAY BRICK MAY BE USED. ANGLES
WEIR RETAINING PLATE INV.IN 1.0' BELOW STRUCTURE BOTTOM
SCALE: N.T.S.
SCALE. N.T.S.
CLIENT:
DAME KIDNEY
CENTER OF WFU
P.Q. BOX 77.10
TIFTQN, GA. 31793
CONTACT: SHELCO, fNC,
(336 Z60-5005
? OWNER REVIEW
BID DOCUMENTS
? CONSTRUCTION DO, CUMENTS
? FIELD DOCUMENTS
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DATE:. 7/06109
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