20010905 Ver 1_COMPLETE FILE_20010615 (2)

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October 24, 2001
DW Q# 01-0905
Johnston County
Wade Eason
Lesco Rentals
P.O. Box 1142
Smithfield, NC, 27520
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Condition
Dear Mr. Eason:
You have our approval, in accordance with the attached conditions, to place fill in 0.16 acre of wetlands and 0.11 acre of Neuse
Buffers in order to construct the Sunshine Meadows Phase II subdivision in Johnston County, as described in your revised application
received by the Division of Water Quality on September 6, 2001. After reviewing your application, we have determined that this fill is
covered by General Water Quality Certification Numbers 3289 and 3287, which can be downloaded from our web site at
htto•//h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Numbers 14 and 39 when issued by the
U.S. Army Corps of Engineers. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). 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, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404
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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the 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 and the additional condition
listed below:
1. Level spreaders associated with this project shall not be placed within the Neuse Buffers.
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 conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly at 919-733-9721.
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Andrew W. Hodge, 1023C W. Market Street, Smithfield, NC, 27577
010905
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
n+n''" 4?00 i..ti......i nrn moo con0 is-% ti.....in.n., ---- .....................1....a,.i
Dennis Ray Blackmon, R.L.S.
1023C W. Market Street
PO Box 1401
Smithfield. NC 27577
FILE COPY
September 4, 2001
John Dorney
DWQ Wetlands/401 Unit
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
Subject: Sunshine Meadows Phase II
DWQ # 010905
Dear Mr. Dorney,
Telephone [phone]
Fax [phone]
Please find attached seven copies of a map showing the following information as
requested in your letter dated July 3, 2001.
1. a subdivision plan for the entire subdivision.
2. building envelopes on lot that could be affected by wetlands or buffers.
3. an account of the area of buffer impact for the crossing, (+/- 5,275 SF)
4. plans that depict stormwater management for the development and demonstrate
that Stormwater will be directed to sheetflow via level spreaders.
5. the owner has informed me that access cannot be obtained through the Boyette
property (to the north).
Thank you for your cooperation and if you have any questions or need any additional
information, please give me a call at 919-934-3490.
Sincerel
Andrew W. Hodge, P.E.
Dennis Ray Blackmon, R.L.S.
Telephone [phone]
Fax [phone]
1023C W. Market Street
PO Box 1401
Smithfield, NC 27577
September 18, 2001
John Dorney
DWQ Wetlands/401 Unit
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
A"7 SJ ? 6
Subject: Sunshine Meadows Phase 11
DWQ # 010905
Dear Mr. Dorney,
Please find attached seven copies of a map showing the changes and information
requested from Bob Zarzecki during our phone conversation on September 18, 2001.
Thank you for your cooperation and if you have any questions or need any additional
information, please give me a call at 919-934-3490.
Sincerely,
Andrew W. Hodge, P.E. =-
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TRIAGE CHECKLIST
Project Name: C , ? ?(? ° ?? 1 ?nsc?! 1
Project Number. Q _Q9?5
fro•"\• \ \o? Z z?c k1
County: 1-oJ\-
1601
I t FILECop ?
The attached project has been sent to you for review for the following reasons. Please consider whethe- a
site visit is needed to dece:utine the impacts. Particular artention should focus on the below checked items.
Please fee! fre: to call the czntral omce staff: member assisned to your region if you need assistancc.
Stream length impacted.
Stream determinadon (i.e. inte-tnittenc or perennial, or any channel present).
Wetland impact and distance to blue-line surface wares on USGS topo map. I •
_ Minimizadonlavoidance options.
fW 14. (is access to hig_?zround or wetlands)?
Neuse buffer rules.
Pond (water) fill (i.e. is the pond drained or holding water)?
i
Pond crradon (i.e. in uplands, in a drained channel, or in wetlands). Please locate streams and
channe!s (if anv) so that the central office can determine.
I
i
tiErisation ratios.
I
. 1
,
Stormwater pond placed in wetlands.
I
I
Ditching in wetlands. ;
i
Is the aoplicaac's proposed streanJw•etland midsadon site available and viable?
• - I
Applicant/cousultant has a history of non-compliance (check drawings and application for
accuracy). i
I.
_ Has project been split from previous work to avoid mitisadon requirements?
-Consistent with pre=application meedngs.
_ Cumulative imoact eonce-ns
OTHER:
?j ea ink E(O? n•?c?tG'`"` L ' `Y?cYG? 1?_ G?? oU+?-• 106
lJe?-la1?n.? n?err
MVdG. ?Jr?.4C: ? '? IS C.?vb ?p,rt 4D or 0't "C,?G.r ?C1c.?? •?}?- ..
roqA crcys s ' G ?c ? '? hook(-?s ok 6 4ca, wet\? .r.•,(Zs ? 1 i li;e ?•t'
'I AJ
1'5S'Je 'I.L7 GI,. Sao-. C-) -5'2? 1? ?ves..?? orvhc ltb?.
- :J.?
CtI1?l pI ,
WPT=R QUgLITY PLANNING Fax:[phone] Jul 30 '01 9:41 P.01/01
QtW A rFp' Michael F. Easley
Governor
WiNlam G. Ross, Jr. Secretary
5 Department of Environment and Natural R"Ources
p V Kerr T, Stevens
Division of Water Oualhy

July 3, 2001
Johnston County
DWQ # 010905
Mr. Wade Eason
Lesco Rentals
P.O. Box 1142
Smithfield, NC 211520
Dear Mr. Eason:
On June 15, 2001, the Division of Water Quality (DWQ) was notified by receipt of your
applications regarding your plans to impact 0.16 acres of wetlands and 0.11 acres of buffer to
construct the Sunshine Meadows Phase II subdivision at SR 23260 in Princeton. Approval from
DWO is required to impact these areas. Please provide seven copies of the following information and
refer to the DWQ # listed above in your reply. In particular as described in 15A NCAC 2B :0502, you
must locate all streams and ponds on your property. Please show these on maps of suitable scale
(for Instance, 1 inch =100 feet) so we can begin to determine your project's compliance ,with 15A
NCAC 21-1.0500. = "-
Please provide a 4division plan for the entire subdivision so we can determine if ther$.will be
additional buffer, wetland or stream impacts in the future. ?•..?: i;c„' ;' ??
Building envelopes must be Shown on the plan to demonstrate whether these ilots,are•buildable
without impact to wetlands, buffers or streams.
Provide an accounting of the area of buffer impact for each crossing.
Provide plans which depict stormwater management for the development and demonstrate
that stormwater will be directed to sheetflow across the protected buffers or otherwise
managed to remove nutrients.
Can access be obtained from the Boyette property to the north to avoid the need to cross the
stream?
Please call me at 919-7331786 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC
2H .0505 (c). The processing time for this project will begin when this information is received. If we
do not hear from you in writing within three-(3) weeks of the date of this letter, we will assume that
you no longer want to pursue this project and will consider it withdrawn.
SFDorne u , . otf
y
y
Cc : DWO Raleigh Regional Office
Raleigh Field Office, Corps of Engine
File copy
Central files
M"Ar
ACDI'FlF -
customer Service Divig10n of Water Quality 1880 Mail Service Center Raleigh, NC 27699.1650 [phone]
1 800 623-7748
Dennis Ray Blackmon, R.L.S.
Telephone [phone]
Fax [phone]
1023C W. Market Street
PO Box 1401
Smithfield, NC 27577
e?
F
July 30, 2001
John Dorney
DWQ Wetlands/401 Unit
4401 Reedy Creek Road
Raleigh, N.C. 27607
Cppy
Subject: Sunshine Meadows Phase II
DWQ # 010905
Dear Mr. Dorney,

After our phone conversation today July 30, 2001, where I asked for the status of the
above referenced project, you informed me of, and faxed the letter from your office dated
July, 3 2001, which put the project on hold until further information is received. In the
letter I noticed the 3-week time limitation for a response.
Since I just received this information today, please accept this letter as confirmation that
the owner plans to proceed with this project as soon as approval is granted. I will provide
your office with the information requested in the next week or two.
Thank you for your cooperation and if you have any questions or need any additional
information, please give me a call at 919-934-3490.
Sincerel
drew W. Hodge, P.E.
O?O? W A T &9
co
r
Michael F. Easley
Governor
William G. Ross, Jr. Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 3, 2001
Johnston County
DWQ # 010905
Mr. Wade Eason
Lesco Rentals
P.O. Box 1142
Smithfield, NC 27520
Dear Mr. Eason:
FIE Cotn, Y
On June 15, 2001, the Division of Water Quality (DWQ) was notified by receipt of your
applications regarding your plans to impact 0.16 acres of wetlands and 0.11 acres of buffer to
construct the Sunshine Meadows Phase II subdivision at SR 23260 in Princeton. Approval from
DWQ is required to impact these areas. Please provide seven copies of the following information and
refer to the DWQ # listed above in your reply. In particular as described in 15A NCAC 2B .0502, you
must locate all streams and ponds on your property. Please show these on maps of suitable scale
(for instance, 1 inch = 100 feet) so we can begin to determine your project's compliance.with-:1:5A
NCAC 21-1.0500.
Please provide a subdivision plan for the entire subdivision so we can determine if there.will be
additional buffer, wetland or stream impacts in the future.
Building envelopes must be shown on the plan to demonstrate whether these .lots are-buildable
without impact to wetlands, buffers or streams.
Provide an accounting of the area of buffer impact for each crossing.
Provide plans which depict stormwater management for the development and demonstrate
that stormwater will be directed to sheetflow across the protected buffers or otherwise
managed to remove nutrients.
Can access be obtained from the Boyette property to the north to avoid the need to cross the
stream?
Please call me at 919-733-1786 if you have any questions or would require copies of our rules
or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC
2H .0505 (c). The processing time for this project will begin when this information is received. If we
do not hear from you in writing within three (3) weeks of the date of this letter, we will assume that
you no longer want to pursue this project and will consider it withdrawn.
Cc: DWQ Raleigh Regional Office
Raleigh Field Office, Corps of Engi
File copy
Central files
VAT
;Sinr ly y urs,
1 04
Dorney
N?DENR
Customer Service Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
1 800 623-7748
Dennis Ray Blackmon, R.L.S.
1023C W. Market Street
PO Box 1401 ®? ? \ ? u
Smithfield, NC 27577 G?
June 13, 2001
John Dorney
DWQ Wetlands/401 Unit
4401 Reedy Creek Road 4 5
Raleigh, N.C. 27607
Subject: Sunshine Meadows Phase II
Pre-Construction Notification Application
Boon Hill Township, Johnston County
Dear Mr. Dorney,
Telephone [phone]
Fax [phone]

Please find enclosed seven copies of the Pre-Construction Notification Application
package and a check in the amount of $200.00 for Sunshine Meadows Phase II located on
SR 2360 approximately 2600 linear feet north from the intersection of SR 2630 and SR
2620. This letter is to inform you of the Riparian Buffer Impact caused by this
development. There is a total of 0.11 Ac. of Riparian Buffer Impact.
If you have any questions or need any additional information, please give me a call at
919-934-3490.
Sincere ,
drew W. Hodge, P.E.
PAYMENT
REM O
N
0 000 Fee;
Kilome:ers
6 f.
SHEET NO. 8 OF 16

DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH. NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: LESCO RENTALS
C-))
2. MAILING ADDRESS: PO Box 1142 n? _-
t f-T1
M
SUBDIVISION NAME Sunshine Meadows Phase II CD --i
CITY: Smithfield STATE: NC ZIP CODE: 27520
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
Sunshine Meadows Phase II
SR 2360
Princeton, NC
3. TELEPHONE NUMBER: (HOME) (WORK) 919-934-9941
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Wade Eason, PO Box 1142, Smithfield, NC 27577 Phone [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Johnston - NEAREST TOWN: Princeton
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Travel 0.5 mi east from
Raines Crossroads, then turn left on SR 2360. Project is 0.5 mi on the right.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributary to Spring Branch RIVER BASIN:
Neuse
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 F-71 IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES E] NO Eir
(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 SECTIOY111F 4 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDIXONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO (0 IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 83.06 acs
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2 ac
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.16 ac EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.16 ac
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 52 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: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: Road crossing
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING 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)
The impact is due to residential subdivision road crossing Excavators Back hoes Pans etc
13. PURPOSE OF PROPOSED WORK: Construction of a public road for development/improvement of the
ro
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
This property is divided by a drainage feature subject to the Neuse River Riparian Buffer Rules Approx
20% of the property is located on the other side of this feature In order to develop this propertya road
must be constructed across this feature. To minimize the impact the crossing is perpendicular to the
drainage feature and the amount of fill needed will be reduced to a bare minimum to provide proper cover
for the drainage structure to be installed
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: -;Vz9/o/ Alev, " /10j, y<-( - yj ytl
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 _?-rlWa 1
733 - Y-763
17. DOES THE PROJECT INVOLVE EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ? NO M (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 [phone].
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 (INTERMITTENT AND PERMANENT) 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 IMPACTED 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? Agriculture/Residential
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Private Septic
Stem
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
I. 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 CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PR GRAM
OWNS S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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~ I' ~ , LEGEND ~4

I I x ~ EXISTING o 0 0 0 0 o BON TERRA SF8 LINER
Cy ~ I I 1 wErEavos I I x ~ LIGHTW~~
D STAK ECM WITNESS
ary T 2h I „%LOT 70 LO 69 30,0 6 sq. tt. GRASS LINER
~o ~4e ~ k 65,856 sq. (L 0. 9 ° ~t'~4 ( I t.5t scree COT 68 LOT 68
I i ~ ?RAP 30.046 sq. (t. 3a.o4s aq. n. LOT 67 0,69 ones 30,000 sq. ft. Lor 66
1 \ 10' DRAIN4G EASfN NT 0.69 acres ,1 ~ E © I 1 ~ ~ f0' EACH SIDE O7 UNf p rr 0.69 acres 30,000 sq. tt. LET 65 0.69 aare9 30.690acesft 30,0000 s64t. Lor 63 80N TERRA S1 LINER
p 0.69 acres 30,000 sq. it. 0.89 acres
111 x N I I ° + ~ X S°~
~ lu 1EVEL 3 CULVERT ~6
' \ \ \ I 1 X \ ~ SPREAD ~7 I 1 LOT 83 ~ ~ ~ w ~~fdrn SILT FENCE w
~ I 66,,as aq. ~ LOT 71 1 1.56 acres I s u E LAME /~",~V~ ~~;jf
\ 1 ~ 35,422 sq. ft. 1 0.61 acres LOT 72 e ~ TEMPORARY SEDIMENT TRAP
r r r r ys`' \ I I I 37,307 sq. 2~ 3~ 3~ 20 P sy ~ ~ 0.86 acres 10'X70' SIGHT DISTANCE
~r1 \ °fi ~ 1 rR TRAP ,da 7 TRAP yy
ZONE 2 ZONE 1 ZONE 2 l~ I \ LOT 73 AP ,ya 2~ ~ r 38.587 sq. r = + \ / / ~ 50 RIPARIAN $ 0.89 acres cEVet~~` L£VfL
ti. \ \ / / r ~ UFFER SPREADER y3 r - + ' 7 ~ INLET PROTECTION SPREADER 7y3 a3a15 sq. rt $ Or 59
_ .99 ones 33,192 sq. it. 38,500 sq. LOr 60 T 61 VEC 0.76 acres 0.88 acres 42, sq. 41,911 sq. T 62 PREA R ~ 0.97 acres 0.96 acres 39,661 sq. ft,
Z011e ~ ,r ~ ~ / / - ~ v ~ SIIT FENCE f 1 :NCE f 1 ~ 0.92 ones OUTLET PROTEC110N
' 1O' Undisturbed ~ ~ ~ 24 Umited harveet/ / ,d'~
- A LIMITED AMOUNT OF HARVESTING IS ALLOWED IN THE OUTER 20 FEET OF ~ I I t ~ WEi(ANDS
\ ~ //e uP l I ZONE 1, THE FIRST 10 OF ZONE 1 MUST REMAIN ESSENTIALLY UNDISTRUBED. \ / , ~ ~
y~ \ c4 RIPq TD ~ TEMPORARY DIVERSION
~ / ~G U FER' ~ v~ s \ +4Q 66
-ZONE 2 IS AN ADDITIONAL 20 ON EITHER SIDE OF THE STREAM. ZONE 2 ~1~ / / ~Rl~ f MUST HAVE A DENSE PLANT COVER. FOR BOTH ZONES, THE LANDOWNER OR T~~ / / ° c 62 LoT 80 p CU(VER1S ~'4&5 Y
A~~ / / ~ lRgp ° 30.0 1 sq. ft. 41.606 sq. ft CARETAKER IS REQUIRED TO KEEP THE LAND UNDISTURBED AND REFRAIN FROM ~ ~ ~ o. as ea cot 74 ~f3 ~ 0.96 acres 1 LEVEL SPREADER
USING FERTILIZER. NEW DEVELOPMENT IS NOT ALLOWED IN EITHER ZONE. ~ Q / - ° 4099 °cest \V %/f r P 4+7 5B
\ ~ P' ~ LOT 79 cEVEc c~
~ P ~ 1P~ 43.915 sq. SPREADER ~ „~D qty ~ 1.D1 acres 0 S 's L T 56 4a, s sq. rt. 2 acres o 0 0 o TEMPORARY CONSTRUCTION
tx''1y^, t/tD tG~' rRq BRUSH TRAP ~1 D X10 °o°o°o°o LEVEL 0 0 0 o ENTRANCE
ti~ ' ~ p ~a I ` LOT 78 45.060 sq. r _ i ~ ~ / 1.03 acres + 4 SPREADER #6 ~ T = + . 4 /
/ \ / Lor 29 \ VEGET TION wer(ArrDS
,,1 0.69 acres \ \ 43,9 sq. ft. TRAP ~l71
~ ~ C / / / ~ \ 1.0 °cres $ / /d~ 5 \ R/ ~ f / \ PERMANENT DIVERSION PD Z
~~0yw ~ //'b// \ % v ~ LOT 75 ~ x
~ 30.012 sq. ft. ~1~ ~ , / 0.69 °cres ' coT 55 \ \ 3o,oao sq. a
~ ~ • ~ /j / LoT 30 \v f / 0.69 aares CHECK DAM 31,174 sq. ft. ~
-Ti tex ~ 30,810 sq. ft. ,yFASr~ti~ 4 0.71 acres ~ LOT 50 072 acres , 35,498 sq. ft. 0.89 acres ~ L 4
MIN. 1' DEPTH 1 tp. A ~o~o~~e, ~ ~v f LEVEL
s ~ / Lor 2s ~yy l~~~ ~ / £ 43,560 sq. it. SPREADER ~!2 + C 3 , 75 s tt G 0.84 es r ~ ~ TRAP i~5
r ~ / 1.000 acres ~~_,i 3' W1DE BOTTOM y '~a / / sfcN~DisrANGE LOT 31 ~w j 0~ G~
ap~ / 3o,aa6 eq. rt. vv LOT 76 4t' / ~~P 0.69 acres \ t 3D,178 sq. ry a ~ ~ TEMPORARY SEDIMENT TRAP TABLE ~i i
d! / } ~T 0.69 acres ~y p / i
~t h aye`' 4d / TRgp~ h / ? e ~ LD y~0~6 ~ ~ / / ~ x 31,17 7 T T! LEFT TRAP DIMENSIONS LOT 54 RAP S A ON
sae 6 / % / COT 27 LOT 32 o.r ~ ~ STREET ~FT~ OR WEIR 31,130 sq. it. ? o.7t acres BQ 7 j ~ RIGHT (FT FT FT LENGTH
y / / 43560 s . ft. ( ~ / ~iA / / q 30,306 sq. t. T 1.000 acres 0.70 °cres 4 70'X70' LOT 53 L T 7 ~ 30,000 sq. ft 36,2 sq. ~
/ ~ Rqp SfCN7 WS7ANCE ~ / , ~7 ~ y 0.69 ones 0.8 ocr 1 PEBBLE 0+20 R 15 30 3 4
~ / I \ \ / ~ V p Lor 52 2 PEBBLE 0+20 l 15 30 3 12 3o,aoa sq. rt. H + 14 28 3 4
~ 0~ ~ / ~ LOT 33 I + .p A /Y 30.379 sq. « ~ .o 0.69 acres 3 DRY BRANC 0 20 1 0
D.7o sores \ \ ~ 1 / „A' 1 \ a \ //1 BRUSH LOT 26 c LOT 51 4 DRY BRANCH 0+20 R i) 22 3 4 a 30,038 sq. rt. BETWEEN ~ 0.69 acres ~ 5 PEBBLE LOTS 9&OPEN 12 24 3 12
G Q \ / ~ 43,560 sq. ft. ~ Rr SPACE
~ LOT 1 1.000 °cres COT 34 f y3 y ~ 43,560 s . ft. , + q LOT 46 ' Apr 32,522 sq. ft, BETWEEN
1.OD0 acres y 31,278 sq. ft. I / r °•~e ~ 0.72 °cres 1/ ~ + I yQ 0.75 ones 6 BERMUDA 48dr49 17 ?4 3 4 L'iq?f I
I BETWEEN 10'x70' 7 RNERBED 1075 12 24 3 6
Y I OT 35 ' + I 219 sq. scar wsrANCE ~ 70&71
CONSTRUCTION SEQUENCE FOR STREAM CROSSING ~ eoT 25 I 10.74 acres 43,560 sq. ft 8 SAND TRAP 6+25 L 13 ?6 3 6
1.000 acres LOT 36 LOT 45 9 SAND TRAP 6+25 R 13 26 3 4
7. IN TA T MPORARY SEDIMENT TRAPS LEVEL L07 2 i / 30'"' 9q. (t. / 0.69 °cres 43,560 sq. (t. 30,004 sq. n. 10 SAND TRAP 4+40 L 16 32 3 12 ~ ~ J 0.69 ones 11 SAND TRAP 4+40 R 15 30 3 12
SPREADERS AND SILT FENCING ADJACENT TO STREAM t.ooD oars, LOT 37 sq ~SE~H~ ~<r FE~cf
CROSSING. TRAPS AND LEVEL SPREADERS MUST BE ~ 30694acest acres J J LOT 38 J l D
OUTSIDE OF 50' RIPARIAN BUFFER. + I L I Lor 24 D 3o.0ao sq. rt. J J n '~y _ _ 0,69 acres J J II '~j
2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE + 4i'aoo o°;et' Lor 39
LOT 3 1 RIPARIAN AREA, + a3,56o sq. ft. ~ ~ j 30,000 sq. It- J J ~ 0,69 acne J J ~ Q
1.000 acres 1 '4~ 1 I J LOT 40 J 30,000 sq. n. LOT 44
3. USING SANDBAGS AND PLASTIC SHEETING DIVERT ~ ~ J 0.69 acres 31,62fi sq. ft. J 0.73 acres
CREEK TO INSTALL CULVERT #4. ~ 3a ~a s4 rt. 3162629
J J 0.69 ac ee ~ R TABLE J Xe LEVEL SPREADS l nti~
4. DIVERT CREEK THROUGH CULVERT #4 AND } LOT 4 a 1.DDD Oare9 I 43,580 sq. ft, I ~ J Lor 42 g J f 30,030 sq. ft. LEVEL LEFT DIMENSIONS
INSTALL CULVERT #5, x x~xy k'-'~~x-°`~°~°~-.-x x-..~._ I ` x I LOT 22 0.69 cares SPREADER STATION STREET ~FT~ OR ENTRANCE DEPTH END LENGTH
1 k 4('® '~--+k~,,...k.-.-._~ '4X ~ f 43,560 sq. ft. 5. AFTER THE INSTALLATION OF EACH CULVERT AND `~x~ ELL x o~ ~ 1~ 1.000 acres J J # RIGHT WIDTH WIDTH
LOT 5 u ~ BEFORE BEGINNING THE NEXT; PLACE THE '4''96 eq. it. ' l J (FT) (FT) (FT) (FT)
T T TI N tAt5 acres x I LOT 1 APPROPRATE INLET AND OUTLE PRO EC 0 AND y ~ r 43,560 J I BETWEEN J LOT 43
T NT DENSE VEGETAT N 11 .ooo re SILT FENCE THE TOE OF THE SLOPE 0 PREVE ~ - ~ 3a,621 sq. n. p BERMUDA COURT LOTS 10 0.5 3 10 J J 0.79 acres 48&49
EROSION SEDIMENT FROM ENTERING INTO THE CREEK, SEPT C Lor 6 ~ ' LOT 20 J
TAN 47,66, sq. ft. \ ~'Rr ~ 1.094 acres ~7 a3sso sq. fc. f 3 SAND TRAP DPoVE 6+00 L 10 0.5 3 10 i.o00 ones J 4 SAND TRAP DRIVE 6+00 R 10 0.5 3 ]0
6. REMOVE SANDBAGS AND PLASTIC, SENDING ALL FLOW THROUGH THE CULVERTS, - ~ ~ J J J J 5 SAND TRAP DRIVE 4+75 L 24 0.7 3 30
Lor 19 6 SAND TRAP DRIVE 4+75 R 16 0.6 3 20 J J a3,5so sq. n.
7. ENSURE THAT SILT FENCING HAS BEEN INSTALLED ~ BARN J J Lo00 acres BETWEEN
DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE ao' urnm 7 RIVERBED LANE LOTS 10 0.5 3 10 ~~TNe~ Lor 1s ~0~71
BUFFER. ~ ~ lR qp ~s v OPEN SPACE 1 ~ 43,560 sq. it. ~ J J 1.000 acres
147,D98 sq. it. J J Lor 17
8, FINALLY SEED AND MULCH SLOPES AND ALL 3.36aares ~ DISTURBED AREAS. ~ 1 43,560 sq. ft. 1.000 ones
~ s°' aaArruce sqT ~.~ce
9. INSTALLATION OF CULVERTS #4 AND 5 SHALL BE _ SK7 FE'NCf
Y ~ COMPLETED 1N ONE DA . '"PVT.
LOT 9 l LOT 8 .43,560 sq. fl. f 1.000 acres
43.560 sq. it. 1 1.00 acres cor 1s 43,560 sq. fr.
CULVERT DETAIL TABLE 1.000 acres
Lor ro 43,560 sq. fl. ti
3 \ 1.000 °cres LOT 1 ? ~ DENSE VEGETATI
o CULVERT STATION LENGTH DIA INV 1N INV OUT SLOPE OUTLET PROTECTION ~ a3sso sq. Q STREET TYPE P1PE END STONE ''0°° °CfE9 L~ w # (FT) (FT) (IN) TREATMENT (FT) (FT) 50F1 LOr 12
~ FT (FT) FT) CLASS ~ ~ a3,1 / 1.c 43,580 eq. fl. W R1CHT OF WAY 1.000 acres i 7 LOT 1.3 3' S' 6' 20' 6' 5' 3'
w Z 43,560 sq. r1. pTCH OI7CH SHOULDER PAVEMENT SHOULDER DITCH DITCH L000 acres
~ 1 PEBBLE 0+23 64 30 RCP FES 80TH ENDS 150.90 150.73 0.27 15 10 2 B LoT 14 ~ i/a'/n. V4~At. 43,560 sq, ft. ~ d,r e r Tee aes roor s,r ~ yx~
~ 2 DRY BRANCH 0+23 8 18 RCP FES BOTH ENDS 9 6 2 B ecu t.000 acres nn. 6:1 40Pf ~ fiq~ ~°c y~ 4 'fix.
~ 3 DRY BRANCH 10+35 56 30 RCP FES BOTH ENDS 180.19 179.74 0.80 15 10 2 B 8" COMPACTED ABC STONE AND t 1/2" I-2 ASPHALT ,•~rr~ Lor 15 Mm,~., Brave
~ 4 SAND TRAP 5+59 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 8 ~ ~ ~ 43,580 sq. ft. 1.000 acres
= 5 SAND TRAP 5+66 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 8 LOCAL RESIDENTIAL ~ COLLECTOR ROAD
m 6 RNERBED 3+74 56 18 RCP FES BOTH ENDS 175.04 113.92 Z 00 9 6 2 8 ° 44 4 RCP FES BOTH ENDS 176.81 176.70 0.25 12 8 2 8 / ~ 7 PEBBLE 11+89 2
a 8 SR 2360 36+80 160 30 RCP FES BOTH ENDS 150.73 150.52 0.13 15 10 2 8 '
3 ~ 4 06 . 4 E~----
0 i
w R SION CONTROL DETAIL SHEET FOR NOTE SEE E 0
SPECS ON INLET PROTECTION w z
~ nr„ ~~r, nnri~inni mm~nmTin~i f1dT~ F~~I(`I~I~~R DRAWN BY; ~FNT• PROJECT:
~5 rCLv. IN U. RCV 13 1 UIv ULOl- S r v v
DCA/AWH DENNIS RAY 1 c N 1 I RLS LESCO RENTALS SUNSHINE MEADOWS Pbase H
ENGINEER:
LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPI v LTING MAPPING
0 SHEET TITLE:
DATE: 1023C WEST MARKET STREET - PO BOX 1401 DX 1401 SITE PLAN TO DWQ
SMITHFIELD, INC 27577 PHONE: [phone] ) 34-3490 HORIZONTAL SCALE: VERTICAL SCALE: DATE: DWG SHEET:
09/04/01 01-13D 1 OF 1 1 100' 1 N/A

- LEGEND
, J A I ,i
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I
~ \ I I x-' - ' ~1'~, ~ ~I ~ \ I I ~ ~ wfruNDs ~ EX 0 0 0 0 0 0 80N TERRA SFB LINER ISTING ~ LIGHTWOOD
r~ ~ ' ~ STAK ECM WITNESS
~ GRASS LINER
ti, Lor 69 r ~ ~ nor 70 3D,D 6 sq ft.
~ X 65,856 sq. Il. 0. 9 0 o-e 4e ~ 1.51 acres LOr 68 3 ~ I 7R / 30.046 sq. 1t. Lor ss
8 I / ~,1 AP ~ 0.69 acres 3o.oa6 aq. n. LOT 67 LOT 66 os9 acres 30.000 sq. r1 3oaoa aq +1 LOT 65 0.69 aarea os9 ocrea 30.000 aq n. LOT 64 80N TERRA S1 LINER
I I ~~i 20' DRAIN4C fA6fNfNT ~ I ~ t ~ 10' EACH S10£ 0T L1Nf 0 q v 0.69 acres 30.000 cgeel~ 30,000 sq 8. 0.69 0
I I 1 r ° I I f $ a 0.69 acres
I I I x - - 91~ 4 f cufvERT /s 3X50 BUIiD1NC SILT FENCE
I I O Iu .1 CEVEL I I x I SPREAD ~7 ti VEiOPE (NP)
I I Lor 83 I w 4 A In
I 6eaas :q. n' ~ LOT 71 ~ I 1.56 acres ~ 35,424 sq. r1. T f Zr44~' v ~ ~ 8 ~ TEMPORARY SEDIMENT TRAP
~ I I 0.81 acres LO 72 ` \ \ / I 77,307 sq. - 0
1 I 0,86 acres 30' ZO' ~~e*`' vvv v 111 ! ~ ` 10'X70' SIGHT DISTANCE
'c0' 30' ~ ~ \ 1 J Lor 73 TRAP y8 TRAP ys ' TRAP ye INLET PROTECTION
ZONE i ZONE 2 ,r0 IL I SOr 38,581 sq. 7= e~ q ) RIPAR 0.89 acres LEVEL ZONE 2 \ \ ~ / ,I _ IAN BUFFER SPREADER 3 T. + T SfvEC ~ 432,5 sq. n. 58 Or 59
PRfADfR 3 ~ ~ .99 acres 33,192 sq. fl. 38,500 sq. 42,07560 r 61 T 62
~ LEV 0.76 ones 0.88 acres 41,917 aq. 0.91 ocrea 0,96 ones 39,861 sq. tt. ? + SPR ER 0.92 acres OUTLET PROTECTION
7r/ / _ _ , S4T FENCE ~ ~ r ' M,f +I ,
a W / ZOne ~ ~ r r ~ ~ / ~ ~ 6
20 Umited harvest/10 Undisturbed ~ / ~ ~ ~ f I WETlANOS
- A LIMITED AMOUNT OF HARVESTING IS ALLOWED IN THE OUTER 20 FEET \ \ / / + 1 / ll ~~~.''~'1, TEMPORARY DIVERSION 1'~
' UST REMAIN ESSENTIALLY UNDISTRUBED. 5 \ ~ r E FIRST 10 OF ZONE 1 M \ \ / I1 50' ZONE 1, TH 5~~, \ f~>( RIPARIAN i' D
~ ` St°066
Y ~ ff r Im act ' NEITHER SIDE OF THE STREAM. ZONE 2 d1~. aloe / e eRr Bu e p - ZONE 2 IS AN ADDITIONAL 20 0 ~ ~ t / / o c 82 Lor 80 and 01F of '1\ CU(VFRTS /I \ ~5 LEVEL SPREADER
MUST HAVE A DENSE PLANT COVER. FOR 80TH ZONES, THE LANDOWNER OR cy ~ ~ / / rRq o 30°,0 , esc.e5r1. ,,,606 sq. rr. ' ~ / ~O 0,96 acres StrCO Impact L02 5q 4t
CARETAKER IS REQUIRED TO KEEP THE IAND UNDISTURBED AND REFRAIN FROM ~ . / o D
NOT ALLOWED IN EITHER ZONE. ~ ~ / - 0.95 ayes NEW DEVELOPMENT IS R, A'~r~ LEVEL USING FERTILIZER. ~ ~ ~ ~ LOT 79 SPREADER $ 06 43.915 sq. tt. L T 56
~ r/ ~ ,P~ 1.01 acres 6 aq °ooo°o°o TEMPORARY CONSTRUCTION 2 acre
R' + °1~' ~ BRUSH rRaP r 1~`,~s 0 : ~5~~, rRgF N D 4~, w ya I` 4s ~o sa ~1. 4 vTD ~ NCE ' LEvfL \ ENTRA q SPREADER N6 \
ti Jb F = + / i 1.03 acres _ + . VEGET TION
~ / ~ \ wErwvos rRAP ,fl 1
~ Lor 29 ~ L 77 ~ " / / ~ ~ 30A78 sq. tt. ~ \ a3,9 sq. ft. ~ ~ / f / ~ D.69 acres L0 acres pp ~ PERMANENT DIVERSION
t4 Q\\ ~ \`~y\ ~9A~ ~ . Lor 75 ~ J K \
~ ~ /„(r 30,012 sq. rl. i 0.69 acres ' J LOT 55 \ 3D,000 aq. rt. CHECK DAM
\ ff1 \ ~ / / , / / LO130 0,69 ocrea 31,174 aq. fl. / _ LOr 50 0.72 ocrea ,
~ ~ • rr 30.610 s . n. l `rfi ~ ~ q \ \ ~G~ sl~,~ ~ / / D.11 acre9 35,498 sq. rt. LEVEL PREADER 2 ~ / 0.81 ones NOT TO ~ L T
MIN. DE ~ o s !g/ ~ NCROACH ~ 6, aa. t. WfT(AND , rv / 0. acre
~ ~Q ~ Lor 28 6 ~hh~ PLC` \V / ,,r[`' ~4 41,560 sq. ft. ? G6 / P ? c? 6
~~1 fq~ / £ q 10'X70 1.000 acres ~ 0~ G~
~ L07 31 3' WIDE BOTTOM 4"~ ~aD ~ / / / slcnr DrsrANCf I LOr 76 O 30,008 sq. rt. ~ t 30,178 sq. 1l, ~49 4~~ / 0.69 acres ~ 0.69 acres rL . / TEMPORARY SEDIMENT TRAP TABLE ,o/ /
~b / ~ + l y ~ ~ ~~J I .r
Y / "f / /Rq ~ LO1 4~2~, ~ / / F~? x 31,13C TRAP STATION LEA TRAP DIMENSIONS LOT 54 STREET FT OR WEIR
h~~° ~ ~ / / ~ ~ ~ Lor 27 Lor 3~ 3,,,30 sq. 2 ~ ~ ~ RIGN7 FT F7 FT LENGTH 0.71 ones 64,1 r
/ / ~ 30,3D6 sq. n ~ ~ 0 71 q0 43,560 sq. II. V ~X / / /,7~ / 1.000 ocree 0.10 acres 4 10 10 I T LOT 53 T L 30,000 sq. n 362 sq. t PEBBLE 0+20 R IS 30 3 4
r SICNT OSANCE ti / ~ RAF rf ti 0.69 acres O.B rre
II L07 52 2 PEBBLE 0+20 L 15 30 3 12 3o,ooa aq. rt. 3 DRY BRANCH 0+20 L 19 28 3 4 0.69 acres
~.p / LOr 33 I ~ / i b ~ ~ ~ r / 30,379 sq. rt. \ .o 4 DRY BRANCH 0+20 R ii 22 3 4 ~ 0 LOr S1 BETWEEN
o ~ ~ / 0.70 acres I \ A \ A }0,038 sq. 11. I 0.69 acres ~ 5 PEBBLE 10TS 9&OPEN 12 24 3 12
~ \ ~ 1/ , rr BRUSH ~ ~ \ F° ~ LOT 26 I ~r R ` / r 43,560 sq. It. r~J , SPACE
~ ~ LOr i 1'0°° °C/89 LOT 34 LOT 46 BETWEEN qpX, 32.522 sq. rt. 6 BERMUDA L07S 12 24 3 4
y ~ + 43.560 sq. II. 31.478 sq. It. r 1.000 acres 0.74 acres I 0.J5 acres 48Ef99 v I
` ~ I / L, I + I ` ~k` BETWEEN la'x7D' ~ 7 RNERBfD LOTS 12 24 3 6
I Or 35 'Y ~ .zt9 sq. tt. 51CH1 DISUNCf ~ 7D&71
+ LOr 25 I ~ 0.74 acres - _ _ 8 SAND TRAP 6+25 L 13 26 3 6 9 SAND TRAP 6+25 R 13 26 3 4
CONSTRUCTION SEQUENCE FOR STREAM CROSSING J 43,560 sq. ft. I Loop aaree Lor 36 LOT 45 10 SAND TRAP 4+40 ! 16 32 3 12 30,004 aq, n.
.u + 30.n 1 sq. rt. 0.69 acres \ 0,69 acres I I SAND TRAP 4+40 R 15 30 3 12
1. INSTALL TEMPORARY SEDIMENT TRAPS, C~`t- ~ Lor 2 /i 4},560 sa. 1t. !NG ADJACENT TO STREAM I oaD «rce LOT 37 SPREADERS AND S1LT FENC 3D,034 sq. R. EASCMEHi ~ S/(~ ~ENCP sq. R.
CROSSING. TRAPS AND LEVEL SPREADERS MUST BE 069 °`r°' + I Li Ines LOT 38 ~ l ~
OUTSIDE OF 50' RIPARIAN BUFFER. 30~I 3a.oaD aq. n. ~ ~ rho 0.69 acres r I 4
Lor 24 D. 43,560 sq. Il. 1.000 ave. Lor 39 ~ a
2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE + LOT 3 ~ 1 30.000 sq. n I 0 0.69 aarq _ 4
RIPARIAN AREA. + 43,s6o w. n. ~ v `1 1.000 ocra 1 l ~ LOT 40 ° ti r 3o,ooa sq. a LOT 44
H T1NG DIVERT 0.89 acres 31,626 sq. ft. / 0.13 acres ~ ~ Lor 41
3. USING SANDBAGS AND PLASTIC S EE ~ 3p~°0CP5t~ 3162629 LEVEL SPREADER TABLE
CREEK TD 1NSTALL CULVERT #4. + Lor 23 +..r` 43.560 sq. 11. I I ~ vti~X
4, DIVERT CREEK THROUGH CULVERT #4 AND + ~ Lor 4 a t.~ I x x 4J,580 sq. k. I ~ ~ Lor 42 9 l ~ 30,030 aq. rt. LEVEL STATION LEFT DIMENSIONS
INSTALL CULVERT #5. x ~y~ "'~"x--~'°o~°~--x x,,..._.x~ ~ x ?I LOr 22 0.69 otter SPREADER STREET OR ENTRANCE END (FT) RIGHT WIDTH DEPTH WIDTH LENGTH
k q ~ 43,560 sq. fl. k~~ E L x~""X'---x N~ 11 1.aoo acres (FT) (fT) (FT) (FT) ~ I
5. AFTER THE INSTALLATION OF EACH CULVERT AND Lor 5 I ~l
BEFORE BEGINNING THE NEXT, PLACE THE '4''96 eq. 1.015 acres + I LOT 1 f ~ LOT 4.3 BETWEEN 34.62, sq, n. p BERMUDA COURT LOTS 10 0.5 3 10
APPROPRATE INLET AND OUTLET PROTECTION AND DENSE VEGETA N ~ I 43s6o ~ I 1.000 rc TN SLOPE TO PREVENT i ~ - - ~ I r 0.79 ocrea 48&49
SILT FENCE THE TOE OF E EROSION SEDIMENT FROM ENTERING 1NT0 THE CREEK. SEPT C Lor 6 v ' CDT 20 ~ ~ 3 SAND TRAP DRIVE 6+DO L 10 0.5 3 10
TAN 47,661 sq. ft. \ CD~~fRT / 1.094 acres 43,560 aq. rl. ~ I 4 SAND TRAP DRIVE 6+00 R 10 0.5 3 10 1.000 acres /
R MOVE SANDBAGS AND PLASTIC, SENDING ALL / / ~ 6. E / ~ ~ 5 SAND TRAP DRIVE 4+75 L 24 0.7 3 30
FLOW THROUGH THE CULVERTS. - / ~ 1 LOT 19 6 SAND TRAP DRIVE 4+75 R 16 0.6 3 20 / 43,560 sq. ft. 1 1.000 ocrea BETWEEN
7 RIVERBED CANE LOTS 10 0.5 3 10 so' urnln 70&11
7, ENSURE THAT SILT FENCING HAS BEEN INSTALLED BARN ~ f EASEMCm LOT 18
DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE \ BUFFER. T~vF ~s ` 1 43,560 sq. 11. I 1.000 acres
OPEN SPACE 1 ~ ~ 147,096 sq. Il. ~ I ~ iV ~ >f~ L07 43,560 sq. 11.
AND MULCH SLOPES AND ALL J'38 OCeS \ - ~ I ~ 8. FINALLY SEED \ ~ ~ 1.000 ocrea ~ E,?~ t~`~
DISTURBED AREAS. ~ ao' awxrcr ~ I ! us4uca sq r rep 6 S/(T
C(' rFpCF a'b ~d~ V
9. INSTALLATION OF CULVERTS ~4 AND 5 SHALL BE I:.~ r/~-'''mayy
COMPLETED IN ONE DAY, car s 1 43,560 sq. K. LOT 8 ' 1.000 acres 4.J LOT 16
4},560 sq. ft. 1.00 acres 43,560 sq. fl. 1.000 ocrea ,y°y
c ~I
CULVERT DETAIL TABLE LoT 10 43,56D eq. 1l. ti
\ 1.000 ocros LOT ~ I ~ ourLET PROTECrioN ~ 43,560 sq. R. ~ DENSE VEGETATI .w soa
o CULVERT STATION LENGTH OlA PIPE END INV IN 1NV OUT SLOPE 1.000 aaree LOT 12 w RICHI Dr wnr I, 43,560 eq. ft. ~
Q TYPE STONE \ 4; STREET (FT) (FT) (IN) TREATMENT (FT) (FT) (q) # (FT) FT FT) CLASS v~v / '~1 ~ ~ J. 1,000 acres _ 3' S' 6' 70' 6' 5' 3' LOT 13 DlICN DITCH SHDULDER PAVEMENT SHOVrDER DITCH D~CH
w 4},560 aq. ft. 1,000 acres ~ V~'Rr. IN'Rt
z ~ 1 PEBBLE 0+23 64 30 RCP FES BOTH ENDS 150.90 150.73 0.27 15 10 2 B car 14 I' TER f MF /Wl ~ J:r SEa ~ 5ti~ 43,560 sq. fl. Min as slop[ ~ ~q °C s~
~ 2 DRY BRANCH 0+23 8 18 RCP FES BOTH ENDS 9 6 2 B ccu 1,000 acres Ektr. 8° COMPACTED ABC STONE AND i i/2" I-2 ASPHALT , ~a
~ 3 DRY BRANCH 10+35 56 30 RCP FES BOTH ENDS 180.19 119.74 0.80 15 f0 2 8 LOT 15 uo. sa uwe 43,580 sq. ft.
~ + 9 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 B \ .0 4 SAND TRAP 5 5 \ 1.000 ocrea LOCAL RESIDENTIAL
\ 5 SAND TRAP 5+66 52 36 RCP FES 80TH ENDS 168.47 168.38 0.17 18 12 2 B COLLECTOR ROAD
6 RIVERBED 3+74 56 18 RCP FES BOTH ENDS 175.04 113.92 2.00 9 6 2 B ECN
0 1 1 176.70 0.25 12 8 2 B A s 7 PEBBLE 11 +89 44 24 RCP FES BOTH ENDS 76 8 a D6
8 SR 2360 36+80 160 30 RCP FES BOTH ENDS 150.73 150.52 0.13 15 10 2 8 ~4 4 ~ os
3 0 i
° **NOTE** SEE EROSION CONTROL DETAIL SHEET FOR W -
SPECS ON INLET PROTECTION
W Z
ATE ENGINEER °RAwN Bv: z REVISION DESCRIPTION ~ u I NT: PROJECT: CL E
REV. N0. ~ ~ ACA/AWH lf~ ~ 1~T 1~T 1(C ~ ~ V ~ ~ n ~ ~T ~ ~ , 1 1R ~ ~ T ~ crn 1~Tl~TT A T C _ . _ ~
REVISED AS PER DWQ COMMENTS y u li LJ 1 V 1 N I .7 Jl L -l I 1LL9 JLJn JL V IVJL v 1 N ~ JL b ~ I `n 1 tl I JL b J" V.-j L L' IJ ~ V 1W 1 \ 1 L-11.1 I,J SUNSHINE MEADU WS
w rNGINENGINEER: Phase H
LAND SURVEYING • ENGINEERING LAND DEVELOPMENT CONSULTING • MA ILTING • MAPPING
v
a- DATE: cn WEST MARKET STREET - PO BOX 1401 1023C DX 1401 SHEET TITLE: SITE PLAN TO DWQ HORIZONTAL SCALE: VERTICAL N/A SCALE: DATE: 09/0 JDWG SHEET:
SMITHFIELD, NC 27577 PHONE: [phone]-3490 1_ F 1 _ 4/01 01-13D 1 0
0 100
-IEI

J LEGEND
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I
~I~ I'I~ ~ ~ I WETIANDS ~ EXISTIN v v v v v v BON TERRA SFB LINER I ~ ~I~HTwaa~ STa~
h' ~ I I x _ I ECM WITNESS
yry LOT 69 GRASS LINER
I x for 70 30.0 6 sq 1t. ,I 65,856 sq. (i. D. 9 0
° - ~ `1t 1,51 acres T 8 LO 6 T I I TRAP ~ 3a.oas 9q LOT 68 3o.oas aq LOT 67
I ,i'~'~ ~ ~ 0.69 acres 10' DRNN4C EASEM£N1 0.69 acres 30,000 sq. ft. LOT 66 0.69 acres o se asc ~e 300000 a65c. LOT 6a BON TERRA S1 LINER
I 1 I 1 ~ t0' EACH SIDE 07 UNE o I I ~ " y 0.69 ocra 30.000 aq. n. COT 63 0.69 ocra 30,000 sq.
I~ g 111 x ,~w + u 0.69 acres
II O IN ,1 CE~EL cuLVfRr ye 3X50 BUILDING
I I x ~ I SPREAD ~'7 ti SILT FENCE VELOPE (1YP)
vv ~ I 1 LOT 83 I a w A
~ I 68,145 sq. ft. ~ 1 1,56 acres I LOT 71 f ~ 8 ?0 uME v ~ NT TRAP o TEMPORARY SEDIME
I + I }os2ccQe9ff LOT 72 ~ f I I 37,301 sq. 10'X70'
, , ?r'w`' A\ ~V f O.t36 acres PO' 30 30 20 0` , \ \ I i 1 ~ F' \ l~ S7GN7 DISTANCE
\ ~~,h~ / I LOT 73 TRAP >>ya ~ TRAP ~`8 2 TRAP rig
ZONE 2 ZONE 1 ZONE 2 s+~ ~ / ~ \ ) / ~ 50' RIPARIAN 30897°cgres LEVEL 7> \ / / r I _ BUFFER SPREADER >j`J T > . ~ INLET PROTECTION L fVfL
sPREADER y3 ` a3a15 aq. 58 Or 59 LOT 60 99 acres 33,192 sq. tt. 38,500 sq. r 61 CfV 0.16 acres 0.88 acres 42,2 sq. 11,911 sq. T 62 -
p 1 \ / ? 7r/ / L, ~ ~ PR R 0.97 Dares 0.96 acres 39,861 sq. ft. I 092 ~CfeS OUTLET PROTECTION
@~' / 547 FENCE ~ +I Zone 1 y+~ \ ENCE ~ '
0' Umited harvea 10 Undisturbed ~ / ~ ' ~ 6
/ /f II - A LIMITED AMOUNT OF HARVESTING IS ALLOWED IN THE OUTER 20 FEET OF / I1 WETUNDS
N 1. THE FIRST 10 ' OF ZONE 1 MUST REMAIN ESSENTIALLY UNDISTRU8E0. "v ~ I ZO E `5~' \ ~ / / ~ / 50 RIP Tp ~ TEMPORARY DIVERSION
y 8 \ c~ ARIA ,i' ~ N BU F ,
\ / ~,G ER +/-6, 50SF of Y ~ , s"aDSs
-ZONE 2 IS AN ADDITIONAL 20' ON EITHER SIDE OF THE STREAM. ZONE 2 ~f~ q~~q~ / / ~Rry~ o Buffer lmpoct R 80TH ZONES THE LANDOWNER OR ~C~\ \ / /,t 30D , 582,. Lor so and OLF of s 5 CU(VfRTS r«3 - LEVEL SPREADER
MUST HAVE A DENSE PLANT COVER. FO 9 y \ \ / a jR o q 41,608 sq. \ / Ap a. °~re9 Sfrea Impact LOT 74 CARETAKER IS REQUIRED TO KEEP THE LAND UNDISTURBED AND REFRAIN FROM ~ ,y3 o p 0.96 oae9 ,,232 gq. ft. I '4 ft. 1 1 sy P 8 ~ .
R, NEW DEVELOPMENT IS NOT ALLOWED IN EITHER ZONE. ~ ~ - D.95 °CIe9 ~ USING FERTILIZE ~r~
\ \ ~ ~ i/ LOT 19 tEVfE / / G~' 43.9 t 5 sq. SPREADER g r / ~ N5 T 56
Q ~ ~ 0 f51P~ t.Ot acres `v T j,{1 0 ~ / 6 ~ xo j BRUSH TRAP ,yTD ' 6'q " \ o000000o TEMPORARY CONSTRUCTION 0 2 ages N10~ 00000000
I ~ R 4~'~ • . 5 ~/,Q 1~ LOT 78 4 ' LfvfL \ ENTRANCE 4 SPREADER rf6 \
,4q4 !6 lS. D}O Dace t. _ + C~ _ +
/ \ ` / ~ /~h LOT 29 \ L 77 `WETUNDS TRAP X11
/ 0.69 acres 43,9 sq. it. \ ~ / \ \ LO acres pp PERMANENT DIVERSION
~ \ / jf ~ 5 \ \ \V \ / p o 'Z
9°, \ r~ Lor 75 ~ , ' J LOT 55
~ ~ \ ~ 30.012 sq. fl. J \ ~s5 \ 0.69 acres 30.000 sq. « 069 oma `L, CHECK DAM
T ~ / LOT 30 \ \ ~ ~ f 30,810 sq. fl. 31,114 sq. s 7 _ Lor 5o 072 oarea ,
'`y \ Aq'S'tiw /1 0.71 acres ~ 75,a98 sa. 11• LEVEL PR 0.8~, acres NOT TO EADfR jf'2 L r
MIN. J' DEPlH e \ vf~o`oc'B, 7/ 1 ~ e /g/ ~ WfTLA NCROACH 6,5 sq. ND B acre
g ~ \ / / LOT 28 P7 h C~ Q ~ 4},560 sq. tt. ~ s1h ~fj~ / fR N" 1,000 °Cre9 ~ G~~ ~ P 5
~j l~s \ / ~ lox7° LOT 31 ~ 1 3' WIDE BOTTOM ydD ~ / i / srcnr DISrANDE I LOT 76 0 G~ ~ o ~ TEMPORARY SEDIMENT TRAP TABLE
~Q ~ 30,008 sq. fl. ~V ~ 30.178 9q. Il. S !tv / + 0.69 °aes ~ 0.69 °cres ,i i i
/ ~y D f , 5 /
2sr 9 ~ / / jRgp II L( 0 0~ ~ 1 ~0 3t,1 TRAP STATION LEFT TRAP DIMENSIONS r i~ LOT 54 STREET OR WEIR 31,130 sq. Il. ~ 1! (frJ
6 ~ / / / ~ LOT 27 LOT 32 0 ,p1~ / I 0. 0 / / 43,560 sq. ft. 30,306 sq. , 0.71 Does 60, i R1GHr FT F7 Fr LENGTH
~0 1 1.000 °ae9 0.70 oa9s 4 10 x70 I8 jRA SICHi DISTANCE LOr 53 ~ L 4 r 70,000 sq. « 36.2 sq.
A ti \ \ ~T I q y 0.69 ocra 0.8 cres 1 PEBBLE 0+20 R 15 30 3 4 LOT 52 2 PEBBLE 0+20 L 15 30 3 12
\ / I ~ 0~ r/ x/i Lo7 33 I ~ x 3a,oao sq. 3 DRY BRANCH 0+20 L 14 28 3 4 X 0.69 acres
o ~ / oio ~CB9t. 4 DRY BRANCH 0+20 R 11 22 3 4 o LOT 51
t \ \R~ \ \ Fw ~ /tJ" BRUSH T ~G LO 26 3D,o3e sq. rt. BETWEEN 0.69 acres 5 PEBBLE LOTS 9&OPEN 12 24 3 12 ~ SPACE
~ A / ~ 43,560 sq. ft. I ~ f~Pj~
LOT 1 1.000 °cres I J y LOT 34 a3sso 9q. LOT 46 BETWEEN qqy 32,522 sq. b BERMUDA LOTS 12 24 3 4 0.75 acres 48&49
I ~ 0.72 acre9 1 / ~ I I ` ~ BETWEEN
! / + I rDk7D' 7 RIVERBED LOTS 12 24 3 6 SICHT DISTANCE ~ 10&71
r I OT 35 + I .z19 9q. B SAND TRAP 6+25 L 13 26 3 6
_J LOT 25 I I D.74 Dace CONSTRUCTION SEQUENCE FOR STREAM CROSSING 43,560 sq. ft. 9 SAND TRAP 6+25 R 13 26 3 4
+ 1.000 acre9 LOT 36 ~ LOT 45 r0 SAND TRAP 4+40 L r6 32 3 r2 30,004 sq. ft.
f LOT 2 3o,ttt 9q. / 0.69 acre9 7. INSTALL TEMPORARY SEDIMENT TRAPS, ~ V L 43,56° sq. r ~ 0.69 ocra 11 SANG TRAP 4+40 R 15 30 3 12 T 37 ao' urrurv /~sr
SPREADERS AND S1LI FENCING ADJACENT TD STREAM ,.ooD °=rca Lor 37 30,03a sq. rt. a sq. ft. CASCMCNr ~ (rFENCf 3 acres
CROSSING. TRAPS AND LEVEL SPREADERS MUST BE D.69 °ae9 + I LOr 38 I~ ~ e ~
OUTSIDE OF 50' RIPARIAN BUFFER. I 3 LOT 24 30,000 sq. It. I l ~ ~4T 0.69 acres / ~ II
43,580 9q. ft. 1.000 acres 2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE + LOT 3`~ ~ ~ ~ 30.000 sq. 11. I +
RIPARIAN AREA. , LOT, ~ft. ~ ~ ~ + 3,s q V t ~ 0.69 ocra ~ 0 I / LOT 40 ° 0~
1.000 ocro9 ~ ~ 30,000 aq ti LOr 44 / 0.69 ocra 31,626 sq. II.
3. USING SANDBAGS AND PLASTIC SHEETING DIVERT ~ r 0,73 acres
CREEK TO INSTALL CULVERT ~/4. ~ 30 ~o aqa n. 31626,29 ~ I 0.69 ocrca e~ LEVEL SPREADER TABLE 1 ~ ti~x
+ LOT 23 43,560 sq. ft I ~ l LOT 42 9n
4. DIVERT CREEK THROUGH CULVERT }~4 AND + ~ LOT 4 a 1.000 °crc9 I 4},560 sq. ft. I 1 ~ 30.030 aq LEVEL STATION LEFT DIMENSIONS 0.69 coma SPREADER
INSTALL CULVERT #5. x x~x x'-'-'-x-'~B~°~---x x~x ~ 11 Lor 22 STREET ~FT~ OR ENTRANCE DEPTH END LENGTH ~ # RIGHT WIDTH W10TH
k ELL "-'-..x--.-...x,-._.,,_x _ ~w ~ I1 4i'ooo a~; gt. 5. AFTER THE INSTALLATION OF EACH CULVERT AND x-~' Lor 5 u I ~ (fT) (FT) (FT) (FT)
44,196 9q. ft. II BEFORE BEGINNING THE NEXT, PLACE THE i.D,S uorcs / I ~
~ r 43 oDr 1 APPROPRATE INLET AND OUTLET PROTECTION AND SENSE vECETa rv ~ LOr 43 BETWEEN Jas21 sq. n. 2 BERMUDA COURT LOTS 10 0.5 3 10
P TO PREVENT - - II ,.DDO rc SILT FENCE THE TOE OF THE SLOE i - !I I 0.79 acres 48&49
EROSION SEDIMENT FROM ENTERING INTO THE CREEK. SEPT C LoT 6 ~ ' TAN 47,6fi1 eq. k. \ LOT 20 ~ ~ 3 SAND TRAP DRrvf 6+00 L 10 0.5 3 10 43,560 sq. 1l.
~ 1.094 acre9 C~~fRT 1.000 acres ~ 4 SAND TRAP DRIVE 6+00 R 10 0.5 3 10 ~ ~ 5 SAND TRAP DRIVE 4+75 L 24 0.7 3 30
6. REMOVE SANDBAGS AND PLASTIC, SENDING ALL ~ ~ ~ FLOW THROUGH THE CULVERTS. ~ ~ ~ I ~ LOT 19 6 SAND TRAP DRIVE 4+75 R 16 0.6 3 20
I 43,560 sq. ft. / 1.000 acres BETWEEN
7. ENSURE THAT SILT FENCING HAS BEEN INSTALLED ~ BARN I ao' umm 7 RIVERBED LANE LOTS 10 0.5 3 10
DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE ~ ~ ~"~wcM LOT 18 70&71 / l 43,560 sq. ft,
BUFFER. ~ TRAP ~'S OPEN SPACE 1 ~ ! / 1.000 ocra ~
! Lor 17 .m. ~ 43,560 aq. ft, 1.000 acres
8. FINALLY SEED AND MULCH SLOPES AND ALL 3.36 °ae9 - ~ r, DISTURBED AREAS. \ !!~~p 6t1
I usrucm sqT ?HOE - g,LT FFN CE ~b ~a~,~~~' ~ ~d~
9. INSTALLATION OF CULVERTS #4 AND 5 SHALL BE ~
COMPLETED 1N ONE DAY. car s l ~ L:~
LOT 8 43,560 9q. 11. ' 1.OOD OC/09 43.56° sq. I1. car 16 ~
t.OQ acres 43,660 sq. 11. F1 1.000 acres
CULVERT DETAIL TABLE ~ LOT 10 Q ~ V/
4J,560 9q, ft. ~ ,.ODD «rc9 Lor 11 ti f~
43,560 9q. Il. ~ OUTLET PROTECTION 1 DENSE VEGETATI ~ v II. .w r c~~ a 50E1
o CULVERT STATION LENGTH OlA PIPE END INV IN INV OUT SLOPE T NE 1.000 acres w STREET FT IN TYPE TREATMENT (FT) (FT) (q) S 0 LOT 12 ~ Rrcw or war 43,580 eq. ft. r' r
# (FT) O O Fr FT FT) CLASS i ) 1.000 ocra J' S' 6' 20' 6' S' 3' LOT 13 ~ DIiCN DITCH SHOULDER PAVEMENT SHOULDER DITCH O7TCH 47,580 aq.
W Z 1.000 acres , r/~'Rt. rN'Rr.
~ i PEBBLE 0+23 64 30 RCP FES 80TH ENDS 150.90 150.73 0.27 15 10 2 B Lor 14 ' Tax ram , 43,560 9q. fl. , Min 6:1 aLOPE J;1 ~ PFA a1~ 1.000 acres ~ [ ~
~ 2 DRY BRANCH 0+23 8 iB RCP FES BOTH ENDS 9 6 2 B ccu 8" COMPACTED ABC STONE AND 1 1 /2" I-2 ASPHALT r eorrou
~ 3 DRY BRANCH 10+35 56 30 RCP FES BOTH ENDS 180.19 179.74 0.80 15 10 2 B a~ \ 3 4 SAND TRAP 5+59 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 B LOT 15 Mar SLOxL 43,580 sq. fl.
a ~ 1.000 acres >_OCAL RESIDENTIAL
5 SAND TRAP 5+66 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 B v 6 RIVERBED 3+74 56 18 RCP FES BOTH ENDS 175.04 113.92 2.00 9 6 2 B COLLECTOR ROAD
0 1 8 2 B TH N 176.81 176.70 0.25 2 P 11+ 44 24 RCP FES BO E DS A t 7 PEBBLE 89
8 SR 2360 36+80 160 30 RCP FES 80TH ENDS 150.73 150.52 0.13 15 10 2 B 0 6.
~ v G 4 ~a
**NOTE** SEE EROSION CONTROL DETAIL SHEET FOR i
I
~ SPECS ON INLET PROTECTION W Z
CLIENT: PROJECT:
DATE ENGINEER oRAwN ev: REV. N0. REVISION DESCRIPTION 9 ~ a o 1 DCA/AWH
~ REVISED AS RER DWQ COMMENTS
1Lf SJ 1 Y 1 v Y v a ai i s a N ENGINEER: 7 L LNV 1Wa ~ laai.v SUASHIA-E IVILADU
LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MA v LILTING • MAPPING
0 1023C WEST MARKET STREET - PO BOX 1401 SOX 1401 SHEET TITLE: SITE PLAN TO DWQ
DATE: 70
SMITHFIELD, NC 27577 PHONE: [phone]( o J 34_3490 HORIZONTAL SCALE: VERTICAL SCALE: DATE: DWG SHEET: - 1 1 1 100 NIA 09104101 01-13D OF

I~
I~ J 5 li
f7 ' LEGEND '4
DIT~~ I~I~ , '4
Cy ~ I I wETiaNDs
I I x ~ ~ , I ~ EXISTIN 0 0 0 0 0 0 BON TERRA SFB LINER I ~ LIGHTW~~D STA
h s ECM WIT K
I x cor 7o cor s9 pp ° - +e ~ 65.856 sq. ft. 30.0 6 sq. 1t. NESS
~+^p I 1.51 acres 9 ° I I ,~,i•,, TRAP /7 Lor 6a GRASS LINER LOT 68
~,i \ 30.046 sq. It. I I I ~ 1 ?0' DlUINgO FASf,VENT 0.69 acres 3D.D46 aq. Lor 67 0.69 acres 3D,oao sq. L07 66
0~ I I ! ~ f0' EACH SlDf OT LINE _ p Ds9 ones 30,000 s4. rt. LOr 65 os9 oars 30.000 sq. n. LOT 64
I I x o° x 0.69 acres 3D,oao eq. LOT 63 BON TERRA S1 LINER H 0.69 ones 30.OOD sq.
Iu I 9r + I '1 C£VfL ~ 0.69 ones CULVERT /6
\ ~ ~ ~ I 1 x ~ ~ SPREAD , f7 3 X50 BUILDING SILT FENCE
I LOr 83 ~ ~1 I 68,u5 sq. w w ~ VELOPE (TYP)
I { I 1.56 acres I LOr Il ~ I ~ 35,422 sq. N. ~ 8 ~o ~ _ ~
20' 30' 30' 20' ys~ \Q\, 1 I ~ oat scree LOT 72 G`~~`'h \ Jl 1 31,3°7 sq. \ f ~ i 0.86 ocres
\ ro'xro' ~ TEMPORARY SEDIMENT TRAP SICHi DISTANCE
ZONE 2 ZONE 1 ZONE 2 4;~M1 J Qa`~o~ Jl J LOr 73 TRAP ;¢8 TRAP ~8 TRAP , fg 7
\ / r \ / / 50 RIPgRIgN Sass a°e9 ~ cEV£[ T ` + 7` + 1 C EV£L
\ \ ~ E ~ BUFFER \ \ / / ~ L J I ~ SPREADER ~3 SPREADER x3,215 . « ~ INLET PROTECTION k'3 99 ocQre 33192 ,8, Or 59 L07 6
Zone 1 y / L, _ ~ ~ yr A / / ~ IfV ~ s9 « 38.500 sq. ~ r 61 - SPR R 0.76 ones D.88 acres 42,2 sq. ~ 41,911 sq. T 62
20 Limited harveet/10 Undiaturbed ~ 'P) ~ sru TENCE t, ~ / FENCE ° t r ( D.97 ones 0.96 acres 39.861 sq. ft. 0.92 acres
/ / ~I 1 A LIMITED AMOUNT OF HARVESTING IS ~ ALLOWED IN THE OUTER 20 FEET OF ~ / / II ~ OUTLET PROTEC110N e
ZONE 1. THE FlRST \ \ ~ f 10 OF ZONE 1 MUST REMAIN ESSENTIALLY UNDISTRUBED. \ \ uP f J wfruNas , \
~ ~ ~ RIPq
~ / o RIAN BU F ZONE 2 IS AN ADDITIONAL 20 ON EITHER SIDE OF THE STREAM. ZONE 2 d Q Y ~ fR TD ~ TEMPORARY DIVERSION
M rT\ ~ ~4~ / i FqJ~, o 6, 50SF of UST HAVE A DENSE PLANT COVER. FOR 80TH ZONES, THE LANDOWNER OR c \ / L 82 buffer Impact , s'4D66
CARETAKER IS REQUIRED TO KEEP THE LAND UNDISTURBED AND REFRAIN FROM ti~ \ \ / IR o 30,o t aq. n. 4LOr 80 and OCF of 3 ,\LVER7s /r¢S
USING FERTILIZER, NEW DEVELOPMENT IS NOT ALLOWED IN EITHER ZONE. ~ ~~3 D ° 0CB9 0 68°~`est Streo Impact LOr 74 3 \ ~ ~ 1,232 sq. tl. 1 ~ ~ 41 ,e I I LEVEL SPREADER
~ ~ ~ ~ / 0.95 acres ~ ,P y~ ~°E Lor 79 cevfc _ ~
/r (r 1a 0\51P <3•a1e0a. n. SPREADER 9 Q I} 1 PS c es ~s T 6 5 1
+~~°s ~y / ,~`5~'~ TRgp BRUSH 6 sq ft. ' x'10 ~ 2 ones ~ ,
1 .R•' / ~a f ~ TR4P ~'lD ~ / Lor 7a ~ / ~ 4s,o6o sq. rt. 4 LEVEL °o°00000 TEMPORARY CONSTRUCTION SPREADER ,~8 ' °0000000 ENTRANCE
/ t.03 ocres = + n / ~ LOr 29 ~ \ + \ •e' \
\ V / r 3o,o7a sq. rt. v~ L 77 \ / r 0.69 acres ~ VEGET TION ' TRAP 71 WfiUNOS '
yta \ \ Q \ \ ~ / /{`r 1.0 ocres
~ \ / PD ~ PERMANENT DIVERSION
c~,~ \ LOr 75 ~ ' ~
~c~ ~ f >f/~ Lor 30 Lor 5s 30,000 s . it. ~ \ q O.fi9 acres
9AS•ro 4c~ /1 3o,a1o eq. rt. MIN. 1 ' DEPTH 1 a ~ ef~o r~C ,e ~ ~ o,Tt ocres 3,,,74 rq. ~t, CHECK DAM Lor 50 0.72 cares . ' i 'r,
I rf of /g/ ~ 35,498 sq. fl. 0.81 acres LEVEL P~ADfR ~1 ~ L r
6 { ~ Q ~ ~ ~ h / W LOr 28 ~ . \t`' 7~eR ~y / E~+ 43,560 sq. IL NOT TD CROACH a wfrLAND ~ ' s, sq. t.
' \ / 1.D00 acres ~ 3' WIDE BOTTOM ye 1D'x7o' ~~~~-,1 ? I / / c1CHT DISTANCE LOT 3) ~ ~ / os ac,e a ~
~Q at / 3o.DOe sq. n. I LOr 76 y P o~ c~'
/ ~ + 't'ry 0.69 acres ~ 30,t1a sq. ft. t~rys~ ~+f' / \ ~ D.69 acres ~o ~ i i TEMPORARY SEDIMENT TRAP TABLE
1 aC'va ~ , / IRgp \ ~ a i
5~°d° ~ / /i 7i e / LOT LG o / / 27 LOr 32 x 3t,i; T 4 LO 5 TRAP STATION LEFT TRAP DIMENSIONS 3'''w eq. STREET OR N/EIR
fq / / 43,56D sq, ft. /s 1.000 acres 30,306 sq. II. ~ r 0.7 / ' ~ lRgp 0.70 ocres 4 10'X70' o.n cares 2 a4 ~ (FT)
\ \ / / ~7 sicr+r DisTANCE Lor 53 '7, RIGHT FT) FT Fr LENGTH 30,000 sq. n. L ~ ~ 4
\ \ / I ~ p04~~ ~ / A/~~ I a ti 0.69 acres 36.2 0.8 es 1 PEBBLE 0+20 R 15 30 3 4 N LOT 52
o vv A / LOT 33 I 3a,oao sq. rt 2 PEBBLE 0+20 L 15 30 3 12 + 0.69 acres J DRY BRANCH p+20 L 74 28 3 4
30,379 sq. fl. R, ,jv \ \ w ~ / 0.10 acres ~ / BRUSH LOT 26 I ~ a a LOT 51 4 DRY BRANCH 0+20 R 11 72 3 4
a 7 a3,5so sq. rt. I 2, 30.036 sq. ft. 0.69 acres ~ BETWEEN
y ~ Lor ) t.ooo acres ~'r / / ~ + 43,560 sq. n. LOr 34 1 I ~.ooo ocres 3t.ua w. n. 5 PEBBLE LOTS 9&OPEN 12 24 3 !2 SPACE
J l l ~ 0.72 acres I qpr, LOT 46 34,544 sq. BETWEEN
1, J + f J p~~£~ ~ 0.75 acres 6 BERMUDA LOTS 12 74 3 4
'Y + I or 35 '°rC' r 98&49 fD'x7o' BETWEEN
CONSTRUCTION SEQUENCE FOR STREAM CROSSING LOT 25 I I o?a sq " I ~ OCre9 SiDH7 WSiANCE ~ 7 RIVERBED ~OTS 12 24 3 6 _ 70&Il
43,560 sq. fl. f' 1.000 acres Leq~ 8 SAND T24P 6+25 L 73 26 3 6
t. INSTALL TEMPORARY SEDIMENT TRAPS, LEVEL ~ Lot 2 ,J Lor 3s LOT 45 9 SAND TRAP 6+25 R 13 26 3 4
SPREADERS AND SILT FENCING ADJACENT TO STREAM 43,560 sq. f1. 30,111 sq. ft. 1.000 acres 0.69 ones CROSS/NG. TRAPS AND LEVEL SPREADERS 7GIUST BE Lor 37 A ~ 30,004 sq. t0 SAND TRAP 4+40 L 16 32 3 12 37 os9 ames
3°,034 sq. tt. OUTSIDE OF 50' RIPARIAN BUFFER. + I os9 ol,ee sq. rt. us~Hr sk r FEa ~ I SAND TRAP 4+40 R 15 JO 3 12 acres ~ I ~ Cf
~ L car 36 ~ / 30,000 sq. ri. ~
+ LOT 24 3oi 2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE 43,560 >a. rt. l 0.69 acres / n _ f ! u -
RIPARIAN AREA. Lor 3 1 °0° ~ + 43,580 rt. ~ 4 ~ 1 Lor 39 ~ ~ '~?r, 30.D00 >a. r. ~ / A e
t,oo0 «rp ~ ~ 0.69 acre 1 ~ r Op
3. USING SANDBAGS AND PLASTIC SHEETING DIVERT 1 l ~ LOT 40 9~ ~ I 30,D00 sq. LOr 44 / 0.69 acres
CREEK TO INSTALL CULVERT f~4. ~ 71,626 sq. tt. LOT 41 0.73 occes
+ cor z3 4. DIVERT CREEK THROUGH CULVERT #4 AND Lor 4 43.580 eq. I ~ 3a,DOa sq. 31626,9 I 0.69 acres xa~
1.000 ocres I INSTALL CULVERT #5. x-.-....x +3,5so eq. n. 1 ,tip LEVEL SPREADER TABLE ~ 9n
x x"""x,-+ao4c~~x y I J LOT 42 ` I 3D.oJO eq. LEVEL
E L `~---~x----.-x D 43,560 s . ft. 5. AFTER THE INSTALLATION OF EACN CULVERT AND x--'~ '-'~-x ti ~ f 1.000 acres 0.69 aarrs STATION LEFT DIMENSIONS ' SPREADER STREET ET OR ENTRANCE END
BEFORE BEGINNING THE NEXT PLACE THE ,4;org5f „ II J ~ ~ ~ RIGHT DEPTH LENGTH WIDTH WIDTH
APPROPRATE INLET AND OUTLET PROTECTION AND tots «ree DENSE VEGETA N ~ LOr 1 / ~ ~ (FT) (FT) (FT) (FT)
S1LI FENCE THE TOE OF THE SLOPE TO PREVENT _ _ 43,560 . ~ _ ~ ` 1 tooo ~ ~ LOT 43 BETWEEN
EROSION SEDIMENT FROM ENTERING INTO THE CREEK. SEPT C Lor 6 ~ ~ 34.621 sq. rt. p BERMUDA COURT LOTS 10 0.5 3 10 I I 0.19 occes
TAN 47,661 eq. H. ~ 1.°94 acres \ ` C 6. REMOVE SANDBAGS AND PLASTIC, SENDING ALL ~ ~ ~~FR74y, LOT 20 ~ 48&49 4J,560 w. rt ~ / 3 SAND TRAP DRIVE 6+00 L 10 0.5 3 10
FLOW THROUGH THE CULVERTS. _ ~ 1.x00 cam ~ 4 54ND TRAP DRIVE 6+00 R 10 0.5 3 f 0
_ _ LOT 19 5 S4N0 TRAP OR1VE 4+75 L 24 OJ 3 30
7, ENSURE THAT SILT FENCING NAS BEEN INSTALLED 43,560 aq. 6 SAND TRAP DRIVE 4+J5 R 16 ~ I Loop acm 0.6 3 20
DOwN SLOPE FROM ALL DISTURBED AREA INSIDE THE BARN sa~ vrrrrr BETWEEN
BUFFER. ~ 1 FxrcucM COT 18 7 RIVERBED LANE LOTS 10 0.5 3 10 ~ ~ 4J,580 sq. ft. 708071
OPEN SPACE 1 ~ 4>`S ` t a,o9e sq. a. ~ ~ 8. FINALLY SEED AND MULCH SLOPES AND ALL 3.38 scree ~ / ( 1.000 acres
- ~ DISTURBED AREAS. ~ ~ LOT 17 43,560 sq. ft. a~
~ / 1,OD0 acres J
f( ~ I I EISENENr S, f 9. INSTALLATION OF CULVERTS 4 AND 5 SHALL BE 1J LtFHc E Sq r Ff r '~E
COMPLETED !N ONE DAY. ~ `~F~ ~
cor 9 ~r e G~
core 43.560 >Q. N. ~ taoo «m 43,56° sq. It.
CULVERT DETAIL TABLE ' ocres Lor 1s per. ~ 43,56D sq. 1t. y~
~ Lor )o LODO acres ~.J
3 43,560 sq. R. o OUTLET PROTECTION ~ ' °0° LOT t 1 t n/~ ~ VJ
a CULVERT STREET STATION LENGTH DIA TY PIPE END INV IN INV OUT SLOPE ~ a3sso W ~ (FT) (FT) (IN) PE TREATMENT FT) FT q STONE t.ooo a ~„t' DENSE VEGETATI
w FT) FT FT) CLASS a3,5e~ LOr 12
Z ~ / t.oai _ 1.000 acres RICHi DF WAY t 1' LOT 13 J' S• 6' 70' 6' S, 3'
u1 1 PEBBLE 0+23 64 30 RCP FES BOTH ENDS 150.90 150.73 0.27 15 10 2 8 4J,560 sq. ft. DITCH p7CH SHDD(OER PAVEMfN7 SHDULDER DI1CH DIiCN 1.000 acres
~ 2 DRY BRANCH 0+23 8 18 RCP FES BOTH ENDS 9 6 2 B (n ECN ~ 3 DRY BRANCH 10+35 56 30 RCP FES 80TH ENDS 180.19 179.74 0.80 15 10 2 B Lor r4 ,7r~~,. ,7,~R, 43.560 sq. J.r 4 r[a i• r[r ram J,r ['Vy.
3 4 SAND TRAP 5+59 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 B ~ 1.000 ores as a:i spar[ Wr ~0pr' s_` u~
~ ~ 5 SAND TRAP 5+66 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 8 LOT 15 8° COMPACTED ABC STONE AND 1 1~2" I-2 ASPHALT eonoM
~ 6 RIVERBED 3+7a 56 18 RCP FES BOrH ENDS 175.04 113.92 2.00 9 6 2 B 43,560 sq. H. ue. in s~or[ 1.000 acm
s 7 PEBBLE 11+89 44 24 RCP FES BOTH ENDS 176.81 176.70 0.25 12 B 2 B / LOCAL RESIDENTIAL ~u COLLECTOR ROAD
a A ~ 8 SR 2360 36+80 160 30 RCP FES BOTH ENDS 150.73 150.52 0.13 15 10 2 B
3 0' 6`
o ~ 4~ ~ I - / OS
W **NOTE** SEE EROSION CONTROL DETAIL SHEET FOR
W SPECS ON INLET PROTECTION Z i _
~ REV. NO. REVISION DESCRIPTION DATE ENGINEER DRAWN BY: CLIENT: PROJECT.
~ 1 REVISED AS PER DWO COMMENTS 9 18 01 DCA/AWH N C
_ T TCf'n 1?TI~Tm ~ T c
ENGINEER: i m ' LL' 1.71/V 1tL 1~ 1LyL1.7
u LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPPI
0 a` PS UNSHINE MEA D 0 WS Pha s e H ING • MAPPING
DATE: 1023C WEST MARKET STREET - PO BOX 1401 SHEET TITLE: X 1401
SMITHFIELD NC 27577 PHONE: [phone] SITE PLAN TO DWQ HORIZONTAL SCALE: VERTICAL SCALE DATE: DWG SHEET;
1"=100' N/A 09/04/01 01-13D 1 OF 1

I ~
I J IS
11 f LEGEND ~4 P
~4
~I \ \ 1 1 1 ~ \ . ~l I WETLANDS ~ EXISTIN o 0 0 0 0 o BON TERRA SFB LINER
, X ~ G LIGHTWppD STA
7n Lor 69 ECM WIT K NESS
~d' ~ I x LOT 70 so. 6 sq. rt. 140 op 65,856 sq. II. 0. 9 0 GRASS LINER
v , I 1.51 acres LOT 68 I / 7RAP ~7 3D,04fi sq. ft. Lor sa 3D,04fi 9q. e. LOT 67
I I 2G' DRAIN4G EASEMENT 0.69 acres I ~ ~ 0.69 acres 30.000 sq. ft. LOT 66 0.69 acres 30.000 sq. rt. LOT 65
0~ I I ~ f0' EACH SIDE 0T LINE _ _ p I I - - n 0.69 acres 3069ocreet 30.0 964t. tot s3 BON TERRA S1 LINER
I x ° I II 0.69 acres 30.000 sq. rt. 0.69 ones
0 lu I ~ I cEVEc CULVERT j'6
\ ~ \ I I X ~ I SPREAD ,~2 3 X50 BUILDING
I CDT 83 j I 68,te5 sq. ft. w VELOPE (TYP SILT FENCE w
~ f ! 1.56 acres I LOT 71 ~ I ~ 35,422 sq. R, `e F $ 10 _ L~AIf m
~ ~ \ / ! o.6t acre LOT 72 ZO' 30' 30' 20' e`'.y Q~v / ! ~ 37,307 aq. ~O~o / ~ fN i \ 0.86 acres e TEMPORARY SEDIMENT TRAP
-D'X7D SIGN? DISTANCC
ZONE 2 ZONE 1 ZONE 2 / / TRAP 4s oa j ~ l \ Lor 73 ~e 3 TRAP (Y8 ~ TRAP ~g
~ ~ / / 50 RIPARIAN g 3oes7eaea LEVEC \ / ~ P ~ . ~ UFFER _ _ _ SPREAD T + 1 ~s LfVEC J
SPREADER 43.215 sq. ft. ® INLET PROTECTION A3 .99 ocre9 33.192 sq 8t. 36.0 9Q 9 LOT 60
~ _ _ Zone ' , ~4~ Ip ~ ~ / \ SILL FENCE ' sr. LfV D.76 ones \ 0.88 ones ~ 42,2 sq. a1,911r961. T 62 ~ + SPR ER 0.97 acres
24 Limited harvest/10 Undisturbed ~ ~ ~ - \ r FENCE ' s r 0.96 ones 39,861 sq. fl. 0.92 ocre9 OUTLET PROTECTION
~ / 6'
- A LIMITED AMOUNT OF HARVESTING IS ALLOWED IN THE OUTER 20 FEET OF ~ / ,ir ! I ZONE 1, THE FlRST 10 ' OF ZONE 1 MUST REMAIN ESSENTIALLY UNDISTRUBEO. ` / uP / ! WfTUNOS \
\ / 7/ / l \,v,~,~
~y`54' ` '/~a( ~4/ 50' RIP ~ ~ w ARIA ,i~ ~°e / N BU F I RSI N TD ~ TEMPORARY D VE 0
ZONE 2 IS AN ADDITIONAL 20 ON EITHER SIDE OF THE STREAM. ZONE 2 f\ 05~~ / / FAr ~ ` SrtQD 66
MUST HAVE A DENSE PLANT COVER. FOR 80TH ZONES, THE LANDOWNER OR \ / / ° L 82 Buffer Impact CARETAKER IS RE VIREO TO KEEP THE LAND UNDISTURBED AND REFRAIN FROM ti\ ` ~ a ~ qp 30. 1 eq n LOT 80 and OLF of CV1VfRTS yQ&5 5
Q \ / TR 0 41,608 sq. ft. \ \ \ / ~3 O 0. acres 0,96 acres Sfreo Impact LOT 74 USING FERTILIZER. NEW DEVELOPMENT IS NOT ALLOWED IN EITHER ZONE. \ - ~ ° 1,232 aq. 1 J4 LEVEL SPREADER :q. ~ I
\ \V / ~ 0.95 acres :res P
\ ~ \ / i~ c~ LOT 79 ~EVEc A ~ rl" ~p~ 4J,915 sq, SPREA 'lV ~ ~0 Q5 ~ t.Ot acres DER ~'S i r~s L T 56
~,4' 0 d~D~~` rR BRUSH 4 • / 5 qp rRAP yio ,1 6 sq. 11. ,P ~1D 2 acres o 0 o TEMPORARY CONSTRUCTION
~ti~ I~ L0778 / d a5A6o sq. n. a ' LfVf1 ~ ~ oQ000Q00 0 0 0 o ENTRANCE a SPREADER ~6
/ i \ t.o3 acres = + + ~ VEGET TION
/ /~h LOT 29 ~ \ V vv / ~ ? 3o,me aq. n. \ L 77 `W T D TRAP yl I E ~ s
\ / / 0.69 acres \ ~ \ \ ~ / / / ~ \ ~ 43,9 sq. It.
\ /i`r ~ 1.0 acres Asa' \ //4j~, 4q, PD PERMANENT DIVERSION
\ ~ e`r V v ` LOT 75 ~ , L~s~ \ 30,012 s . ft. J
,~P~0~s~ / 0.69 Dees " / J LOr 55 ~ 30,000 sq. rt. 069 ocre9 `L' _ CHECK OAM
~ >j~ Lor 30 ~y \ ~r 3o~e,o sq. rt. 31,174 sq. ft. s LOr 50 OJ2 acres ,
MIN. 1' DEPTH 1 p \ ~f~o`oe,a 471 acres \ f 8 /g/ \ 75,498 9q. n• LEV 0.81 acres fL PRfADfR ,f`2
s ~ ~ Lor 2a NOT Tp NCRDACH L T WfT(AND ~ sq t.
`~t,~R / E 4},560 sq. il. \ ~ 44`~~ l~9 \ / 10'X10' 1.000 acres ~\_~~1 1 7 G ~ 5
3' WIDE BOTTOM / / slcnr GrsuNCe LOT 31 ~'A 4~ ° °cr` 30,006 sq. ft. I LOT 76 . 0~
4ti / + fpl 0.69 acres \ ~ 30,178 sq. ri. 0.69 acres ry a ~ TEMPORARY SEDIMENT TRAP TABLE ,i i
~y e1 / ~ y i r ,
(L`'2q'q ~ / TRgP ~ ~ ~ I r LOT 54 TRAP STATION LEFT TRAP DIMENSIONS
a ~ Lor 27 T o , , Lo 32 D / ~ 43,560 sq. ft, 30,306 sq, k. ~ T //'P lq 1.000 acres 0.70 acres +ir 10'x70' J1,~3D sq. n. STREET FT OR WEIR o.n °cre9 ~ s4 ~ R1GHT (FT FT F7 LENGTH
/ '4/~ T 1 \ \ / A / ~I SICH 0 STANCE ti LOT 5 ~ • L 4 30,000 sq. n. 36,2
ti 0.69 acres 0.8 ' es 1 PEBBLE 0+20 R IS 30 3 4 LOT 52
~ ~d4~~ ~ / ~`/e I r LOT 33 I 2 PEBBLE 0+20 L 15 30 3 12 ~ 30,000 sq. 11. a 0.69 acres 3 DRY BRANCH 0+20 L 14 28 3 4
o ~ / 30,779 sq. ft. ~ Q ~ .0 ~ \ ~V 1 / ,f" 0.70 acres \ ! \ A 0 ao ~8 s511 4 DRY BRANCH 0+20 R 11 22 3 4
\ po ~7i BRUSH LOT 26 ~ ~ ~o~ q BETWEEN ~ 0.69 acres ~ 5 PEBBLE LOTS 9&OPEN 12 24 3 12
Q 43,560 aq. rl. / R> y will LOT 1 1.000 ocras ! yJ SPACE
/ + 43,560 sq. ft. LOT 34 / ~ 1.000 acres 31,218 sq. rl. ! / ~ 0.12 acres LOT 46 32.522 9q. n. BETWEEN
!F ~ + ! rR 0.75 acres 6 BERMUDA L07S 12 24 3 4 48&49
1 I 9 I r ro'xro' BETWEEN
Y OT 35 + I I SiGrrT DISTANCE 7 RNERBED LOTS 12 24 3 6 ~ 70&71
CONSTRUCTION SEQUENCE FOR STREAM CROSSiLVG ~ LOT 25 I a~4 a~ ~9'' 43,560 sq. ft. I - 8 SAND TRAP 6+25 L 13 26 3 6
trot + 1.000 acres LOT 36 1. INSTALL TEMPORARY SEDIMENT TRAPS, LEVEL ~ 435~Tap n 3o,1t1 aq. k. LOT 45 9 SAND TRAP 6+25 R 13 ?6 3 4 / / ~ ~ 3o,oa sq. a. 10 SAND TRAP 4+40 L 16 32 3 12
SPREADERS AND SILT FENCING ADJACENT TO STREAM ,.000 area / 069 ocrea LOT 37 0.69 acres I1 SAND rRAP 4+40 R 15 30 3 12
CROSSING. TRAPS AND LEVEL SPREADERS btt/ST BE 3o,o3a aq. rt. 0.69 acres 34 sq,~, UsE,~,vr 3r(T FfryCf 9 acres / / ~
OUTSIDE OF 50' RIPARIAN BUFFER. + I I Lor 3a l 1 ~
LOT 24 ' 30,000 sq. n. / / ~ 0.69 ocra / q
2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE + 43'5°0 " t o0o acre, ~ LOT J9 / l ~ Jo.ooo 9a r1. / ~ 4
RIPARIAN AREA. Lor 3 ~ ~ 1 + 43,560 >Q. fl. 1 1,000 ocrea 0.69 am / / ~ ~
3. USING SANDBAGS AND PLASTIC SHEETING DIVERT ~ 1 l / Lor 4o ti e~ / 30,000 9q n. LOT 44 / 0.69 acres 31,828 sq. it.
CREEK TO INSTALL CULVERT ~4. l l LOT 41 0'73 °cres
/ ~ 3a.oaa 9q e. ` 31626,29 / D69 ocre9 LEVEL SPREADER TABLE
+ 43 ~0 sq fl. I 4. DIVERT CREEK THROUGH CULVERT ~4 AND + Lor 4 d 1.000 ocras i / I ~ti~
INSTALL CULVERT ~5. x X~"'x x--~-..xx „ I / l LOT 42 9 / 30,030 9q. rt. LEVEL
k +~v x'.^-~x----.- II LOT 22 0.69 ones STATION LEFT DIMENSIONS SPREADER STREET FT OR ENTRANCE PTH END ENGTH
E L `~-x-----x--X b4 ~ ! 43,560 sq. ft. 5. AFTER THE INSTALLATION OF EACH CULVERT AND x LOT 5 ~ 1.ooo area l ~ ~ ~ RIGHT WIDTH DE WIDTH L
BEFORE BEGINNING THE NEXT, PLACE THE 4x,196 sq. ft. 1.015 ocrea ~ APPROPRATE INLET AND OUTLET PROTECTION AND ~ Lor r / / (Fr) (FT) (FT) (FTJ 1 /
DENSE VEGETAT N a3s6o SILT FENCE THE TOE OF THE SLOPE TO PREVENT ~ f 1 1.000 r< f LOT 43 BETWEEN / 34.621 sq 2 BERMUDA COURT LOTS 10 0.5 3 ]0
EROSION SEDIMENT FROM ENTERING INTO THE CREEK. PT C ~ ~ ~ SE ~ Lor s / / 0,79 acres 48&49
TAN 47.661 sq. ft. ~ 1.094 ocrea Cbf VE Lor 20 / / 4JSfio 9q. n. / / 3 SAND TRAP DRIVE 6+00 L 10 0.5 3 10
6. REMOVE SANDBAGS AND PLASTIC, SENDING ALL ~ RT~~ 1.000 acres / 4 SAND TRAP DRIVE 6+00 R 10 0.5 3 10 /
FLOW THROUGH THE CULVERTS. - ~ l l LOT 19 5 SAND TRAP DRIVE 4+15 L 24 OJ 3 30
7. ENSURE THAT SILT FENCING NAS BEEN INSTALLED BARN / / 43.560 sq. fl. 6 SAND TRAP DRIVE 4+75 R 16 0.6 3 20 / 1.000 ocre9
DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE ~ ~ / BETWEEN sa' unirv 7 RIVERBED LANE LOTS 10 0.5 3 10 / / EASfMEM LOT 18 70&71
BUFFER. ~ ~ rR 4J,560 sq. ft.
OPEN SPACE 1 ~ qA ~s ~ / / 1.000 ocre9
FINA Y SEED AND MULCH SLOPES AND ALL a<<aft. l 8 LL ~ _ I ~ l l r 1J -s Lo S 43,560 sq. 11. w r+J
DISTURBED AREAS. v I ~ v 1.000 ocree ~y , 6~3M
~a~ \ / ~ ~scucM sq r R'ivice - sqT ~ 9 FfNCf O,
9. INSTALLATION OF CULVERTS #4 AND 5 SHALL BE COMPLETED IN ONE DAY. GO
car 9 ~
LOT 8 - 43.560 aq. k. I I.DDD OC/e9 43,560 sq. It. I
1.00 acres LOT 16 ~ 43,560 sq. ft. 1.000 ocree s.,7
CULVERT DETAIL TABLE LOT 10 f p~r~
U1 \ 43,560 aq. k. 30 \ Looo ocras LOT 11 ~ VJ
o CULVERT STATION LENGTH D1A PIPE END 1NV 1N INV OUT SLOPE OUTLET PROTECTION \ 43s6o ea. k. Q STREET TYPE FT FT q L STONE t'D00 , y ~ is ~ DENSE VEGETATI ~
~ # (FT) (FT) (IN) TREATMENT ( ) O O T T v 4: FT F F) CLASS ~ t LOT 12 ~ 5orr ~ ~r 4J,580 eq. ft. 4 ~ RIGNl OF WAY
z \ 1.000 ocre9 r~ 1~ LOT 13 3' S' 6' 70' 6' 5' 3'
~ 1 PEBBLE 0+23 64 30 RCP FES BOTH ENDS 150.90 150.73 0.27 15 10 2 8 43,580 sq. fl a7CN DRCN SNOULDER PAVfNENT SNOU10fR DI1CN DITCH 1.000 acres
~ 2 DRY BRANCH 0+23 8 18 RCP FES 80TH ENDS 9 6 2 B ccw LOT 14 w•m. vrnr, 43.560 sq. k. ~ 4 r rc9 r PE9 ram ~ ~E ~.x.
~ 3 DRY BRANCH f0+35 56 30 RCP FES BOTH ENDS 180.19 179,74 0.80 15 10 2 B 1.D00 O°/e9 Mir, 6:1 SldPf ~ r ~ 5 CqE ~ 1 q°C 1.1 8" COMPACTED A8C STONE AND 1 1/2" I-2 ASPHALT
~ 4 SAND TRAP 5+59 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 B ~ car 15 43,560 sq. fL um r.+ cove
~ ~ = 5 SAND TRAP 5+66 52 36 RCP FES BOTH ENDS i6B.47 168.38 0.17 18 12 2 B 1.000 ocre9 LOCAL RESIDENTIAL
m 6 RNERBED 3+74 56 18 RCP FES 807H ENDS 175.04 173.92 2.00 9 6 2 B Ecw COLLECTOR ROAD
s 7 PEBBLE 11+89 44 24 RCP FES BOTH ENDS 176.81 176.70 0.25 12 8 2 B / a
~ 8 SR 2360 36+80 160 30 RCP FES BOTH ENDS 150.13 150.52 0.13 15 10 2 B K
o ~ ~ ~ o-e ~ - 4 OS
! CONTROL DETA1 SHEET FOR NOTE SEE EROS ON L i
SPECS ON INLET PROTECTION W
Z - P - J
~ REV. N0. REVISION DESCRIPTION DATE ENGINEER oRAwrJ aY: CLIENT; PROJECT;
1 REVISED AS PER DWO COMMENTS 9 18 01 DCA/AWH
T .T~' Cf''~l 12FNT A T .C
ENGINEER; 7 LL' IJiiV iWl \ 1 L111A.7
v LAND SURVEYING ENGINEERING • LAND DEVELOPMENT CONSULTING • MAP 0 JSUNSHINE MEADOWS Phase H LTING • MAPPING
DATE, 1023C WEST MARKET STREET - PO BOX 1401 SHEET TITLE: OX 1401
SMITHFIELD, NC 27577 PHONE: [phone]C J 34-3490 SITE PLAN TO DWQ HORIZONTAL SCALE, VERTICAL SCALE: DATE: DWG SHEET:
1 " =100' N/A 09/04/01 01-13D 1 OF 1

I
I J is I, LEGEND
~4 P
x ICI . ~4 1
I ~ I ~ ~ Tc ~ I , ANDS ~ EXISTING o 0 0 0 0 o BON TERRA SFB LINER
ti ~ I 1 I x ~ LIGHTW~ STAK
hp yti ECM WITNESS
I x Lor 70 3a ~s a69c. '~+a ap 65,856 sq. 0. 9 c GRASS LINER
I I 5 acres eoT se I ' lRAP ~'7 30.046 sq. It. LOT 68 3o.oas av. LOT 67
I I ~ ~ ~ ` 20' DRAIN4G fASfMEN1 0.69 acres Ds9 acre 30,000 aq. rt. LOT 66 os9 °crea 3D,ooo aq. rt. LOT 65
a I l f ~ 10' EACH SIDf Di (ME p Q ( ~ " Y 0.69 °crea 30.89 oceaft~ 300000 a64t. LOT 63 BON TERRA Sl LINER
I ~ u ICI x w I I + u Ds9 pares 30,000 aq. D.fi9 acres
\ 0 lu fEVf1 CUlVfRT /6
I I x ~ I SPREAD r I I or ~ ~ ti 3X50 BUILDING
L 83 I 1 68,145 sq. w VELOPf {NP) SILT FENCE w 4
~ { 1 1,56 ones I LOT 71 1 ~ }5,422 sq. rt. p U 8 ~ V
. I 1 oet ocrcs LOr 72 20' 30' 30' 20 5,, \ Qv / ! ~ 37,307 aq, b TEMPORARY SEDIMENT TRAP
cc~4 \ I { I i 0.66 acres c?' \ 70'X70 ~ ~~1 SIGHT WSTANCF
tq~r~4 Po / ZONE 2 ZONE 1 ZONE 2 Il I Lor 73 TRAP A'B TRAP A'B TRAP 1~g 7
P \ r 38,587 sq. 7 ~ \ / / 50 RIPARIAN g 0.89 ocrea tFVFt P Aaa \ / ~ E I UFFER SPRFADfR r~ f 1 LFVfL
SPREADER 3 x3,2,5 sq. « ~ INLET PROTECTION ~ .99 acres 33,192 aq.8c. 36, ~0 59 LOT 60
Zone 1 r ~,a~. rp b/ / ~v - snr vfncf rt,\ - LEV as T 61 _ 0.16 acres 0.86 ones a2,2 sq. 41,911 sq. T 62 1 PR fR 0.97 ones
20 limited harvest/10 Undisturbed ~ ~ ~ ~ \ FfNCC ' xp 0.96 ones 39,861 sq. D,92 °aree OUTLET PROTECTION
~ \1 6 ~
- A LIMITED AMOUNT OF HARVESTING IS ALLOWED IN THE OUTER 20 FEET OF ~ / I I \ / + !I ZONE 1, THE FlRST 10 OF ZONE 1 MUST REMAIN ESSENTIALLY UNDISTRUBED. H uP lI WETLANDS \
~ ~~r RIP ~ ~ w ARIA ,i' ~e / r~ N BIl F - TD ~ TEMPORARY DIVERSION
_ v~ Y °0~~ V ER + -6, 50SF of ZONE 2 IS AN ADDITIONAL 20 ON EITHER SIDE OF THE STREAM. ZONE 2 f\ / / fqr / ` 5x0066
MUST HAVE A DENSE PLANT COVER. FOR 80TH ZONES, THE LANDOWNER OR ~c~ ~ / / ° L 82 Buller Impact \ ~ \ / / rRaa ° 30.0 , aq. « ai ~e a80,. and OLF oL s CARETAKER IS REQUIRED TO KEEP THE LAND UNDISTURBED AND REFRAIN FROM \ \ \ 4~.;• p D. ocrea 0.96 ocrea Strea Impact Lor 74 5 cUl~fvrs r<as
USING FERTILIZER. NEW DEVELOPMENT IS NOT ALLOWED IN EITHER ZONE. \ ~j. - 0 1.232 aq. n 4 LEVEL SPREADER «
~(\X / ~ 0,95 acres ~ \ 's P
/ c~ LOT 79 cevec Q ~ r j/ "r 1pP 4J,9t5 sq. n. SPREA ~V /l ~ / ~0 D5 ~ ,.Dt acres DfR ~5 ys T 56
rv°~9s ~ rr~D c$5 rR BRUSH 4 • ~ 5 Ap TRAP ~JO 6 sq. it. . yrD ~ 2°"e9 \ o 0 0 o TEMPORARY CONSTRUCTION
~$a~ ` ~ , / 1 ~ LOT 78 / ~ 45.060 sq. ft. 4 LfVfL \ ~ ~ooo~o~o 0 0 0 o ENTRANCE a SPREADER ,~E
~ / ~ t.D3 acres = + / \ _ t
/~r Lor z9 V vv / ~ 3o,D76 aq. rt. \ L 77 wErLANDS TRAP X11 ~ "
\ / / 0.69 acres \ \ \ ~ \ \ 43,9 sq. ft.
Q ~ //,.j° ~ 1.0 acres pp PERMANENT DIVERSION > 'Z
,~e~ V v ~ v LOT 75 ~s \ 30,012 s . ft, ~ d
(D~st / 0.69 aces ' ' LOT 55 ~ 3D,OD0 sq. rt 0.69 acres
~ ~ I f Lor 30 \ qqs, acs` 3o,fi,o sq. n. ~ 31,,74 aq. it. CHECK DAM LOT 5Q 0.72 acres ~
MIN. 1' DEPTH 1 ~ V ~F^~o~~a,~ D.n °crea vv 35,498 sq, fl. LfVfG PR 0.81 acres N07 TO EADFR ,y2 ~ L T
0~ ~ / \ \ 6 ~ N c / ~ LOT 28 WET NCROACH LAND 6, sq.
~t'~ c'~~/q ~ / e 41,560 sq. rt. ~ ~ ya``~~ ~yB ~ / 10'X70, 1.000 acres v~~~~~ ? ~ 0. acre 2 y P
3' WIDE BOTTOM ydD / / srcnr DrsrANCf LOT 31 o c~
~Q 4``~• °c~` 30.008 sq. « I LOT 76 4ti / + fqr 0.69 acres V ~ 30,ll5 sq. II. V y \ \ 0.69 acres ~ ti o~ i TEMPORARY SEDIMENT TRAP TABtE
i ° ,o
0 0~ / / y2 ri / ~ LC ~H ~ ~ ~ / / / ~ x t L L07 54 TRAP STATION LEFT TRAP DIMENSIONS
e ~ LOT 27 r 3 , a / ~ LO 32 7 ' ~v / /,,j+ 43,560 sq. 11. 30,306 sq. 11. ~ ~ 0 /i r 1.000 °cres 0.70 acres 4 10'X70' Jluo sq. rt. STREET FT OR WEIR 0.7, acres ? s ~ ~ ~ RlGNT FT FT FT IN 4.,T LENG
/ ~ Rqp I SICH7 OSTANCE L 07 53 L 4 r 30,000 sq. !t 36.2 q.
\ \ / / / ~ ~ 7 ~ 0,69 ones 0.8 es 1 PEBBLE 0+20 R !5 30 3 4 " LOT 52
/ ~ \ \ `r Lor 33 I 30,000 sq. 2 PEBBLE 0+20 L 15 30 3 12 ~ os9 acres 3 DRY BRANCH 0+20 L 14 28 3 4
P A / ~ 39319 sq. ft. ~j ~ 0 \ \ "X ~ / 0.70 acres ~ ~ ~ L 07 51 4 DRY BRANCH 0+20 R 11 22 3 4
\ \ Fro ~ BRUSH 1 ~ ° LOr 26 Q \ ~ 43,560 sq. ft. I cG/ fqr 30,038 sq. rt. BETWEEN ~ 0.69 acres ~ 5 PEBBLE LOTS 9&OPEN 12 24 3 12
y Lor 1 1.000 acres ! q1 / / } 43,560 aq LOT 34 SPACE
/ I.ooo °crea 31.278 sq. rt. / / j ~ ti ~ 0.72 °cres I LOT 46 BETWEEN 32,522 sq. 6 BERMUDA LOTS 12 24 3 4
a, I / r + y4 0.75 acres p~,~ 48Cc49
1 ~ t '°eC I ro'x7o' BETWEEN
l I or 35 + I slcHr DISTANCE 7 RrvERBED LOTS 12 2a 3 6 ~ 70&71
CONSTRUCTION SEQUENCE FOR STREAM CROSSING ~ LOT 25 I I o~4 at°~9'~ 43,560 sq. Il. } 1.000 acres LOT 36 B SAND TRAP b+25 1 13 26 3 6
1. INSTALL TEMPORARY SEDIMENT TRAPS, LEVEL Lor 2 /i aq.,, LOT 45 9 SAND TRAP 6+25 R 13 26 3 4 / / ~ ~ 3o.00a sq. n. 10 SAND TRAP 4+40 1 16 3? 3 12
SPREADERS AND SILT FENCING ADJACENT TO STREAM 43'000 ocreat 0,69 °cres Lor 37 0.69 acres 11 SAND TRAP 4+40 R 15 30 3 12
30,034 sq. C OSSlNG. TAP AN L VEL SPREA MU I os9 ocrea yq ~1. GYMEN~ ~~S/<T FCNCf acres / / ~
OUTSIDE OF 50 RIPARIAN BUFFER. + I for 38 / / ~
i 30 LOI 24 D 30,000 aq. / / n 0.69 acres t / / ' ~
2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE + 43,560 a. n. t o0o arse ~ RIPARIAN AREA. Lor 3 LOT 3~ / 3D.ooo sq n / 0
+ 43,580 sq. fl. .b V 11 1.000 aeres 1 0.69 are / / ,OA p
3. USING SANDBAGS AND PLASTIC SHEETING DIVERT ~ I / LOT 40 e~ / 30,000 aq LOT 44 / 0.69 acres 31,626 sq. II.
CREEK TO 1NSTALL CULVERT f~4. / 0.73 acres / l L07 41
+ Lor 23 / 3D,ooo aq. 31626,29 V R TA / D69 acrea x LE El SPREADS BtE
4. DIVERT CREEK THROUGH CULVERT f/4 AND Lor 4 43000 ocrea I ~ I I ~ti~
INSTALL CULVERT #5. x x-,-~-x x.-.-._x 4x I l l LOT 42 / / 30,030 av. +t. LEVEL
ELL ""x~----x-.~_x ti D ! 43,560 sq. ft. o.fi9 acres STATION LEFT DIMENSIONS SPREADER STREET FT OR ENTRANCE 7H END TH
5. AFTER THE 1NSTALLATION OF EACH CULVERT AND x Lor 5 „ ,.DOD ocrea l ~ ~ RIGNT WIDTN DEP WIDTH LENG
BEFORE BEGINNING THE NEXT, PLACE THE ++,196 >q. ft. 1.015 ocrea ~ APPROPRATE !HEFT AND OUTLET PROTECTION AND ~ ~ Lor ! / / (Fr) (Fr) (Fr) (Fr) l/
SILT FENCE THE TOE OF THE SLOPE TO PREVENT DENSE VITA N ! 43'000 . / LOT 43 BETWEEN / k.621 sq. p BERMUDA COURT LOTS 10 0.5 3 10
R 1 N IM NT FROM ENTERING INTO THE CREEK. ~ ~ ll E OS 0 SED E SEPT C ~ Lor 6 ~ ' / / 0.79 acres 48&49
TAN 47,661 sq, n. ~ 1.094 acrd ~ CU(yf LOT 20 / f 43s6o >q. / / 3 SAND TRAP DRIVE 6+00 L 10 0.5 3 10
6. REMOVE SANDBAGS AND PLASTIC, SENDING ALL ~ ~ ~ RT~r Loco acrea / 4 SAND TRAP DR1Vf 6+00 R 10 0.5 3 10
FLOW THROUGH THE CULVERTS. _ ~ / / 5 SAND TRAP ORIVf 4+75 L 24 0.7 3 30 l LOT 19
7. ENSURE THAT SILT FENCING HAS BEEN INSTALLED BARN / 43,560 aq. tt. 6 SAND TRAP DRIVE 4+75 R 76 0.6 3 20 / / LODD acrea BETWEEN
DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE ~ 1 so' orsor 7 RIVERBED LANE LOTS 10 0.5 3 10
BUFFER. ~ ~ r / / ~°rM Lor 18 Io&Il / 43,580 >q. }t.
OPEN SPACE 1 ~s ~ / / 1.000 acrea
8. FINALLY SEED AND MULCH SLOPES AND ALL "1:38e°~~," ~ ~ l - l l LOT 17 4J,560 sq. rt. a~
DISTURBED AREAS. ~ I 1.000 acres
10' PWNYY ~,1 I !Aa(MEA7 S/CT 9. INSTALLATION OF CULVERTS #4 AND 5 SHALL BE r `~N°c rWa SQ T rEpCF L~
COMPLETED 1N ONE DAY, ~ A!' 4 L..
LOr 9
Lor 8 43,sfio aq. n. I 1.000 acres 43,560 sq. II.
I.OD OCre9 CULVERT DETAIL TABLE car 16 C) a3,5so aq. 1.000 acrea
~ Lor 10 t
3 \ 43.000 arnst. ti ~
o CULVERT STATION LENGTH DlA !P INV IN 1NV OUT SLOPE OUTLET PROTECTION \ 4J ~o w~ rt, Q STREET TYPE P E END STONE ' °0° ~ DENSE VEGETATI ~
~ ~ (FT) (FT) (IN) TREATMENT (FT) (F7) (q) T T v 435 F FT F) CLASS ~ ~ / t.a LOT 12 a SoFr F"' 43,580 aq. ft. 4 r RIGHT OF WAY
w z ~ L000 acres t' i' LQT 13 J' S' 6' 20' 6' S' J'
z ~ rn 1 PEBBLE 0+23 64 30 RCP FES BOTH ENDS 150.90 150.73 0.27 15 10 2 B 43,560 sq. ft. DITCH DITCH SHOULDER PAVEMENT SHOULDER DITCH DITCH I.ODO acres
~ 2 DRY BRANCH 0+23 8 18 RCP FES BOTH ENDS 9 6 2 B ccu Lor 1a ,N~nr 4J,560 sq. ft. ~ TEA PCR Tom y
~ 3 DRY BRANCH f0+35 56 30 RCP FES BOTH ENDS 180.19 179.74 0.80 15 10 2 B 1.D00 acres e:, slog ~ a,r g 'sr opc ~ a oR, S,, v
4 SAND TRAP 5+59 52 36 RCP FES 80TH ENDS 168.47 168.38 0.17 18 12 2 B ~ ~ ~ 8" COMPACTED ABC STONE AND I I/2" I-2 ASPHALT Lor 15 43,580 sq. I1. uA. s° star[
5 SAND TRAP 5+66 52 36 RCP FES BOTH ENDS 168.47 168.38 0.17 18 12 2 B 1,000 acrea
m 6 RIVERBED 3+74 56 18 RCP FES BOTH ENDS 175.04 173.92 2.00 9 6 2 B LOCAL RESIDENTIAL EGA, COLLECTOR ROAD
s 7 PEBBLE 11+89 44 24 RCP FES BOTH ENDS 116.81 116.70 0.25 12 8 2 8 / a A
~ 8 SR 2360 36+80 160 30 RCP FES BOlH ENDS 150.73 150.52 0.13 15 10 2 8 ~ 1, 3 C
O J ~ 4 G i os
W **NOTE** SEE EROSION CONTROL DETAIL SHEET FOR
W SPECS ON INLET PROTECTION ~ I _
Z
Z REV. N0. REVISION DESCRIPTION DATE ENGINEER ~RAwN Bv: CLIENT: PROJECT:
1 REVISED AS PER DWO COMMENTS 9 18 O1 DCA/AWH ~
N T .Ti Cf"~l 1?Tr NT A T C
ENGINEER: ' ~7 1/L' IJIiV iWl \ 1 L7LIJ SUNSHINE MEADOWS Phase H
v LAND SURVEYING • ENGINEERING • LAND DEVELOPMENT CONSULTING • MAPF
0 TING • MAPPING
DATE: 1 023C WEST MARKET STREET- PO BOX 1401 SHEET TITLE: )X 1401
° SMITHFIELD, NC 27577 PHONE: [phone] > 4-3490 SITE PLAN TO DWQ HORIZONTAL SCALE: VERTICAL SCALE: DATE: DWG SHEET:
1 "=100' N/A 09/04/01 01-13D 1 OF 1

LEGEND
J A I ;i
~ ' BON TERRA SF8 LINER ~ EXISTING ° ° ° ° ° °
Ii ~ LIGHTWpOD STAK
ECM WITNESS
I ~ ' WETLANDS ~ I~ jTC ~ ~ i I ~ GRASS LINER
I I x ~ - ~ LOl 69
" T 70 3o,D s sq. rt. h~ LO s 65.856 sq. II. 0. 9 °
LOT 68 _ ,Ia6 I x 1.5, ocres 30,046 sq. ft. 80N TERRA S1 LINE 30,6 Sg6.8c. LOT 67 LOT 66
~ i ~ TRAP ~ 0.69 Dues i ~'1 \ ~ 0,69 ones 30,000 sq. 30,000 sq. ic. LOT 65 LOT 64 0.69 ocree 0.69 acres 30.000 sq. 30,000 sq. k. LOT 63 0.89 ones 0.69 acres 30,000 sq. rt.
I 10' DRAIH4G FASENENT I ` I ~ ~ 70' EACH SLDf 07 UNE _ _ ~ N a 0.69 ones v u
O Ili 0 I I H4M + + 3X50 BUILDING SILT FENCE
I fl x CULVERT ~'6 VELOPE (7YP)
I I LEVEL ~ Iu '1 I SPREAD ~7
\ I w I I x ) w A ~ TEMPORARY SEDIMENT TRAP E lANF v ~ ~ m o
I Lor 83 ~ i 68,145 sq. ~ LOT 71 _ ~ { I 1.56 ones , 35,422 sq. Lor 72 ~ g
1 I i 0.81 ones 37,307 eq. 10'x10'
~ 0.86 ocres SIGHT DISTANCE ® INLET PROTECTION TRAP ~'8 1 TRAP ~9
2y~h J I I TRAP ~'8 r vv 1' ~ Lor 73 30 20 ~ ~ \ /d~ r Os cy }8.587 sq. T = + r= + /
3 ZO g,~ l~ J 50' RIPARIAN B aes ones sPRL LEVEL 43at5 sq. rt. 8 07 59 LOT 60 T 61 SPREADER y3 .99 ones 33,192 sq. tt. 38,500 sq. ~ 422 sq. T 62
ONE 1 ZONE 2 ps~o° \ J _ _ UFFER _ _ _ EAGER N3 0.76 acres 0.88 acres 41,911 5q. OUTLET PROTECTION LEV 0.97 acres 0.96 ones 59,881 sq. ft.
ZONE 2 I \ \ ~ ~ V L J SILT FENCE ~ 'r ' SPR R 0.92 acres JCE ~ 'r '
~p°1 \ ~ / L,
~V' ~A / i~__~\ ~ ,v ) 4e ,r1~ \ B wETUNDS TEMPORARY DIVERSION
tone ~ f I I N
20' Umited harveet/10' Undisturbed / ~ ~
ALLOWED IN THE OUTER 20 FEET OF \ \ ~i ~P JJ 50' - A LIMITED AMOUNT OF HARVESTING IS DISTUUBED. h \ / J J RIPgRigN 0 ~ 5,aD66 LEVEL SPREADER
' ONE i MUST REMAIN ESSENTIALLY UN 5`~ / BU FER / 5osF of OF Z 5 r + -6, ZONE 1. THE FlRST 10 , ~ R, ~ o ~ / Buffer Impact CULVERT 5 S Ii&5
~0 ~ OLF of s
d\ Q~ % / fAri? o L 82 LOT 80 and Ct LOr 74 ' ER SIDE OF THE STREAM. ZONE 2 f~~ ~5 ~ / / Streo Imps Il. I PC ~ '
- E 2 IS AN ADDITIONAL 20 ON EITH OWNER OR c~ \ / TRgp o 300 , sq. f.. a,,6o6 sq rr ,.232 eq a. ZON 80TH ZONES, THE LAND y ~ \ \ / / p o oores 0.96 ocres 0.95 ones HAVE A DENSE PLANT COVER. FOR SPRAIN FROM ~ \ \ ~ o MUST EEP THE LAND UNDISTURBED AND R \ \ ` _ ~ LEVEL 0 0 o TEMPORARY CONSTRUCTION
ER IS REQUIRED TO K ZONE. ~ \ LOT 79 sPREgoER ys CARETAK NOT ALLOWED IN EITHER ~ T 56 o°°o°o°o° ANCE 'S 6 sq ENTR 2 OCre9 ,
ING FERTILIZER. NEW DEVELOPMENT IS \ \ / ~ 43,9,5 sq US / ° t 0, ocres TRgP !0 t0 ~ 1EVEL ~
~ m y/ 1P~ as BRUSH /r + f+~° °~5 LOT 78 4 ~ SPREADER ,~6 ~ i~ ' r = 4 VEGET TIO
05 'IL`°5\Gta rRgp 1 ~ 45.060 sq. fl T 4~1 • a /A ~4 ,.D3 acres `WETLANDS PERMANENT DIVERSION PD
/ r TRAP y11
/i /k LOT 29 ~ vv 4i'o o°esr, / / d r 3o.o7s sq. n.
\ \ / f / 0.69 ocres a ' ° + ~ CHECK DAM
\ \ / ' / Lor 75 , ,p ~ Q \ \ 6 ~r ~ 30,0,2 sq. n ' a LOT 55 30,000 sq. n _
5 \ \V '°1 / 0.69 acres ,,p9' \ \ / / 4/ 0.69 ones }1,174 sq. ft. / Lor 5o D,72 ores .
35,a9a sq. LEVEL PREADER ,y2 ~ L T O.at ones NOT TO NCROACH ~ 6,5 sq. t,
~ \ / ~ LOT 30 WETLAND • R, ~ / e 0.8 acre
p • / ~ 1 acres ~ ~ R ~Sli 4G / ~ ~ o,~ / P
~ '~fy t~0 , ~ r ~ ~ 0~ B ~ / ~ 7 MIN. 1' DEPTH i ~ Foa~" /i ~5 ARY SEDIMENT TRAP TABLE D TEMPOR /
/ LOT 28 ~ ~ c ~ / ~ ~p ,3,560 9q. n. I LOr 76 rya/ / / rRAP DrMENS1oNs
6 ptyy 4~~~ ~ / E r~' t.ooo Dares LET 31 r~ ~ / ~ 70'X10, ~~V ~ 30.,78 sq. rl. _ ~4v8 ~ B / , / SLGHl DI5IANCE 30,008 sq. fl \ ~ 0,69 acres STATION LEFT WEIR TRAP T OR / ~ STREE (FT) RIGHT (FT FT FT LENGTH
.p • ~ cG 0.69 ocres ~ \ a I 3 WIDE BOTTOM ~Q 4 ~ / o
S ~~t ry ~ L ~ / ~ } y, }t, x CDT 54 0 31,130 sq. ,L 64.11 4
fie' / R ° o.7t ones L 1 PEBBLE 0+20 R 15 30 3 4 / 36.2 sq. 15 30 3 1? LOT 5.' D,a res D+2o L
o ~ Q / ~ LOT 27 3o,3os sq. n. 4 tD'x~D' ~ ~V / /f ~ 43,560 sq. f1. 0.70 acres SIGHT DISTANCE Y 30,000 sq. It p PEBBLE L 14 28 3 4 ti 0.69 ones 0+20
`'0 ~ 1.DOD °cree q / ~ 0 iv / i I LOT 52 3 DRY BRANCH i) 22 3 4 I 0+20 R 3D,DOO sq. 4 DRY BRANCH 0,65 acres BETWEEN
//~Pf /i jRAp I \ / V I ~ ~ 12 24 3 12 LOT 51 g PEBBLE LOTS 9&OPEN
\ ~ / / / 30.9 :a. n. ~ ,0 30,038 sq. rl, SPACE ~ D.69 acres
~ ~ / ~,j~ 0.70 ocres i BETWEEN 12 24 3 4 LOT 46 6 BERMUDA LOTS
~ ~ ~ y / J G~ RT / ~ BRUSH \ ~ OT 26 a~, 32.522 sq. 48649 ~ ~ D.75 ones
\ Fw ~ 43,560 eq OT 34 / 1.D00 O[/e8 L 1 31,278 sq. rl. I BETWEEN 12 24 3 6 Qq~. ~ 7 RIVERBED LOTS
D72 ocres ~ 7 Lor 1 ! A~ 70&I1 lo'xlo' 6
J F ~ ~ L000 ocres R I SIGN? DISTANCE x L 13 26 3 'C g SAND TRAP 6+25 R 13 26 3 4 _ g S4ND TRAP 6+25 L 16 3? 3 12
rl J 7 + I ~g eq 5,.
~ / I I o.7a ocres r LOT 25 i LOT 45 10 SAND TRAP 4+40 ~ 30,004 sq. 11 SANp TRgp 4+40 R 15 30 3 12 J ~ ~ 0.69 ones
+ ,3,s6D w. ft. LOT 36 J S<T FfNCf ao' unun
AM CROSSING J ,.ooo ocres 30,,,+ eq. r+. NSTRUCTION SEQUENCE FOR STRE + 0.69 Dose LoT 37 CD OT 37 J EesruErrr
3D,D34 Sq. n. ~re\ LOT 2 0.69 acres 034 sq, rt. J .69 acres J J ~ _
RARY SEDIMENT TRAPS, LEVEL 4},560 sq. ft. 1. INSTALL TEMPO T STREAM 1.000 ocres i LOT 38 J J 30.000 sq. n. n ~
RS AND SILT FENCING ADJACENT 0 I SPREADS FADERS MUST BE 0.69 ocra ~ J LOT 39 J q ~
ROBBING. TRAPS AND LEVEL SPR + Lor 24 C 43,560 sq. fl. 1 30,000 :q. J ~ a 0.69 acres J J 4~
OUTSIDE OF 50' RIPARIAN BUFFER. °°r°e + ~ J LOT 40 ti LOT 44 3D,OD0 sq. 71626 sq. ,t.
OUTSIDE Lor 3 ~ 1~ ROUGH GRADE AND ESTABLISH SITE v ~ 2, + 4J,560 sq. il. 1 J l 069 °Bfe9 °'73 °CG5 DER TABLE LoT 41 3166,29 LEVEL SPREA Il
RIPARIAN AREA. ''0D0 J 30.000 sq. I 0.69 acres ~t
J 1 e"ti LEFT DIMENSIONS J J LOT 42 LEVEL STATION END
STIC SHEETING DIVERT 23 1 3. USING SANDBAGS AND PLA LoT 1 30,030 sq. SPREADER STREET T OR ENTRANCE DEPTH LENGTH ~ / 0.69 acres (P) RIGHT WIDTH WIDTH
1 STALL CULVERT ~4. 43,5so sq. ff' I CREEK TD N + a ' °0° # FT (FT) (FT) (FT) ~ )
Lor 4 i + ~ o , . ff. I I LOT 22 lJ
CREEK THROUGH CULVERT #4 AND X____x x~,.-..x-,~;~a{~'~. x 4, DIVERT x----'-.-x~~ ~T x ~ IJ 43,560 sq. ft. ~ 1I 1.000 acres J BETWEEN 10 J T 43 BERMUDA COURT LOTS 10 0.5 3
INSTALL CULV ~ , ELL ~ Lor 5 I Lor 1 x 1 J J 3a ~t sq. 2 48&49 J 0.79 acres 10 0.5 3 10
CATION OF EACH CULVERT AND 44,196 sa. ft. I 43,560 !re J L J 3 SAND TRAP DRIVE 6+00
5. AFTER THE INSTAL ,.of5 ocres v I Loop re EXT PLACE THE DENSE VEGETA N ~ J 1 BEFORE BEGINNING THEN _ _ J R 10 0.5 3 10 LOT 20 J J 4 SAND TRAP DRIVE 6+DO 24 0 7 3 30
AND ~ ` ~ RATE INLET AND OUTLET PROTECTION ~ ~ APPROP pE TO PREVENT 43,560 sq. rt, f f 5 SAND TRAP DRIVE 4+75 L 1000 acres R 16 0.6 3 20
THE TOE OF THE SLO SEPT C i LOT 6 ~ ~~~~-R,~ SILT FENCE CREEK. `7,66' eq. J J 6 SAND 1RAP DRIVE 4+75 J J LOT 19 BETWEEN
IMENT FROM ENTERING INTO THE TAN i LD9a ocres ~ EROSION SED ~ ~ ~ J 43,5sD sq. a. LOTS 10 0,5 3 10 J L000 acres 7 RIVERBED LANE
ND PLASTIC, SENDING ALL _ J J 7D&71
6. REMOVE SANDBAGS A - _ ~ ~ THE CULVERTS. FLOW THROUGH 1 ao' urnln LOT 18 US(MEM S'{ J J 43,560 sq. ft
J 1.D00 acres ~ LOT 77 /1''~44'p~'
T LED BARN 1 rR THAT SILT FENCING HAS BEEN INS AL \ 7 ENSURE qA~s J J 43,560 sq. ft. ld ~ l„e° 1.000 acres
M ALL DISTURBED AREA INSIDE THE oPENSPACE 1 ~ I DOWN SLOPE FRO ~ 1 ,41,096 sq. (l. I I
BUFFER. 3.36 °ares ~ \ f 1 0~
ALL ~ 10'DM~ Sl(, FfNC Sl(T FENCE ~ n.•• ~ v
LLY SEED AND MULCH SLOPES AND \I ~ E_ 8. FINA I DISTURBED AREAS. ~
LOT 9 LOT 16 ~ 43,560 sq. It.
BE ~ ATION OF CULVERTS #4 AND 5 SHAH 43,5so eq 9. INSTALL LOT 8 ~ ,.ooo ocres 1.000 acres 4
COMPLETED IN ONE DAY. 43.560 eq. rt. L00 ones
LOT 10 ti a r~ DENSE VEGETATI son
\ 43,560 sq. ft. RIGM Of WAY i )T 11 ~ 6, 5, 3,
RT DETAIL TABLE ~ ,.DOD ocres Lor I I ~ ,3,56D eq. fl. CULVE Looo ocres iD sq. Il, (.r i 20' H1 acres LOT 12 J~ 5 6 PAVENENT SHOULDER DIiCN DITCH
OUTLET PROTECTION 43,560 eq. I1. DITCH ORCN SFIOULOER 1.D00 acros LOT 13 IA•Rt I/.'Ar.
~ ND 1NV 1N 1NV OU7 SLOPE STONE ~ ~ / o STATION LENGTH DIA PIPE E FT q) 43.580 sq. I• PFR ram q~r s~ s~oPE ~ I' PCR 1,000 acres LOT 14
o CULVERT TYPE TREATMENT (FT) ~ ~ ~ FT FT FT) CLASS Q STREET IFT~ (Fr) (IN) W y Mln 6.1 STOP[ ~ li 43,560 sq. tt. 8" COMPACTED ABC STONE AND 1 t/2" ~-2 q$PHALT r aorta
~ 8 L000 acres
w TH ENDS 150.90 150.73 0.27 15 10 2 Z 64 30 RCP FES BO LOT 15 s~, sae[ a3,5so sq. LOCAL RESIDENTIAL 1,000 acres COLLECTOR ROAD
= PEBBLE 0+23 g 6 2 B rcM ~ 1
z 0+23 8 1B RCP FES BOTH END 0.80 15 10 2 B p DRY BRANCH 0TH ENDS 180.19 179.74 V 1 c]n H f0+35 56 30 RCP FES B B \
~ 3 DRY BRAN[ FES BOTN ENDS 168.47 168.38 0.17 18 12 2 LCV
SAND TRAP 5+59 52 36 RCP B 3 4 TH ENDS 168.47 168.38 0.11 18 12 2 ~ 5+66 52 36 RCP FES BO 1 92 2 00 9 6 2 B / a-~~~~I Ens
TRAP 04 73 _ 5 SAND - 56 18 RCP FES BOTH ENDS 17 12 8 2 B
v g RIVERBED 3+74 rn 4 RCP FES 80TH ENDS 176.81 176.70 0.2 B ~ ~ 7 PEBBLE i]+89 44 2 TH ENDS 150.73 150.52 0.13 15 10 2 .4 i / _ A _
a 36+80 160 30 RCP FES BO 8 SR 2360 ' J
PROJECT:
~ ETAIL SHEET FOR ° * SIGN CONTROL D * NOTE SEE ERO
SNtG'S Ulv rrvcci nv
DRAWN BY: w ON, use 11 RLS LESCO RENTALN SUNSHINE MEAVC) W!p II
Z DESCRIPTION DATE ENGINEER
REVISION DCA/AWH 9 9 o~ z REV. NO. REVISED AS PER DWQ COMMENTS ENGINEER: ;ONSULTING • MAPPING
LAND SURVEYING ENGINEERING • LAND DEVELOPMENT CONSULTING • 1 N SHEET: SHEET TITLE:
BOX 1 1401 HORIZONTAL SCALE: VERTICAL SCALE: DATE: 1 D BOX Dwc Ol-13D OF
1023C WEST MARKET STREET - PO N N/A 09/04/01 1 100
v DATE: 27577 PHONE; 919-934- SMITHFIELD, NC -934-3490
a
c 0

J LEGEND
~ i I 5~
I i~
~ EX o 0 0 0 0 o BON TERRA SFB LINER IS TING
i DI \ \ I I ~ \ WETLANDS ~ LIGNTW~pD E STAK
TC I I ~ y ~ ~ X CM WITNESS
~ ~ LOT 69 GRASS LINER
i'h I LOT 7D 30,0 6 sq. it. ~ X ' 65.856 sq. (l. 0. 9 0
o +s ~ 1.51 ones LOT 68 I 30.046 sq. rt. LOT 68 }0,046 sq LOr 67 LOr 66
i~~ TRAP /7 0.69 ones i i'ce' \ 10' DRAIN4G EASEMENT I o.6s oarea Jaee oc~eet~ w,ooD eq. LOT 65 o.s9 acres 3D,ooa sq. LOT 64 Lor 63 BON TERRA S1 LINER
I i I f ~ 10' EACH SIDE OT LINE 0 a 0.89 acres 30.000 sq. ft, 0.69 acres 30,000 sq. it. ~ 0.69 acres
0~ I I w - $ n I r - - w 111 X - - - ~
I I CULVERT f6 3X50 BUILDING SILT FENCE
0 IN .1 cevEc 11 X ~ I SPREAD ~'7 ti VE10PE (J?'P)
~ I I LOT 83 ~ w
~ ~ I 68.56 a ce9fl. I j Lor lit. ! l ~ 35.422 sq. Lor 72 ~ 8 ~ r - ~ v ~ e TEMPORARY SEDIMENT TRAP 0
\ \ ! I i 0.81 ones }7,307 sq. I os6 acres /0'x10'
SICHi DISTANCE
20' 30' ~ ~ \ l I~ 1 TRAP ae _ PoI Lor 73 3 TRAP ~YB T TRAP !fig ~ INLET PROTECTION T. + ,
ZONE 1 ZONE 2 a o IT / 50' 36.581 sq. PT = 6. ZONE 2 PS o ~ ) / RIPARIAN BUFFER 0.69 acres S~ fL s LEVEL SPREADER y3 43,99 cgeel 8 Or 59 LOr 60
\ \ 7/ 1` ,i'ce' V-, J3,192 sq. fl. 38500 sq. T 61 - LFV O.lfi acres 0.88 acres 40.91 eves at'911 sq• ~ T 62
\ \ / LJ 1 ? PR fR 0.96 acres }9,861 sq. OUTLET PROTECTION 0.92 acres
~o-~e \ / L, S4T FENCE +n r FENCE ~ l •
Zon ~ I \ 20 Umited harvest/10 Undisturbed ~ / ~ ~ l 6 WERANDS
f I~ Tp -_.,~j TEMPORARY DIVERSION
- LIMITED AMOUNT OF HARVESTING IS ALLOWED IN THE OUTER 20 FEET OF / //e ~ l A ~ ILLY UNDISTRUBEO. \ \ / / ~ /
ZONE i. THE FlRST 10 OF ZONE 1 MUST REMAIN ESSENTA \ \ / ~ lI 50 RIPp i' 5~a ` ~2,/ r ~f RIAN BU S+QDB
J/ ~ FER ~ + -6 50SF of ~6 / L / r ~ ~ Y ~ ~ Buffer Im acf 6
' I E OF THE STREAM. ZONE 2 d~\ °y~Q~ / ~Rr~ o - ZONE 2 IS AN ADDITIONAL 20 ON EITHER S D T \ / / ~ L 82 tot 80 and OCF of ~DL~RTS, - LEVEL SPREADER 5 4c(•S
T HAVE A DENSE PLANT COVER, FOR BOTH ZONES, THE LANDOWNER OR C'y\ \ / /a /N rRgp o 300,0 1osgQ4t. 41,608 sq. n. Siren Impact LOT 74 MUS ISTURBEO AND REFRAIN FROM o 74 sq. rl. r r _ 7, cres ~ .
D UND \ / 0.96 ones 1,232 sq. fl. 1 CARETAKER IS REQUIRED TO KEEP THE LAN ~ \ _ ~ >~3 0 ZONE. \ \ / lM 0.95 acres OPMENT IS NOT ALLOWED IN EITHER cEVEL
USING FERTILIZER. NEW OEVEL \ ~ ~ J LoT 79 \ ~ ` / / 4J,9t5 sa « SPREADER ~5 ? A5 L T 56 6 sq « - o00000o TEMPORARY CONSTRUCTION
~ P ,r ~P@ 1.01 acres /r ~ i, Q5 ~ BRUSH TRAP fD 2 acres A ~ f~ , ~°o°°°°° ENTRANCE 'AP ! 0 ~ LEVEL ~ € a 4 SPREADER ~6 ~ ' ~
~ ,/'~5 TRgp Lor 78 45,060 sq. rt. +
qyh J6 d 1.03 acres VEGET TION • wEnANDS
~ % / ~ , \ 77 / LOT 29 ~ L TRAP p,1 PERMANENT DIVERSION ~ PD
\ ^ / 6 / 30.076 sq. ft. ~ ~ 43,0 acres t~ \ \ / ~ 0,69 acres 'Z
\ \ td /r ,e / /i* ,
5 \ ~l / a°' 45. LOT 75 , ' a LOT 55
\o ~6 \ ~ 0.69 acres 7 30,000 sq. CHECK DAM 0.69 acres 31,174 sq. ft.
d f \ / / LOT 30 Tn\ ~ • ~ f /,f+ 30,610 sq. ft, LOT 50 0.72 a«es / ,T~ 55,498 sq. LEVEL PRfAOfR J
`,l. \ ,p AST ~,C~~ / i 0.71 acres . Yo- \ q~~o Toc e* \ \ \ 0.81 acres NOT TO NCROACH2 tT~ / T WET(AND ~ 6, sq I.
1 1 ' DEPTH , ~ e /q,/ 6 ~ acr ~ / P 6
y~ \ / / LOT 28 z 6 ~1yy~' sG7`e 43,560 sq. fl. ~~~il 7 0~ D~5
q ~ / E ~ 1.000 acres 'tea v / ~ ,D~x7o~ Lor 31 I Lor 7s i TEMPORARY SEDIMENT TRAP TABLE tio~ ~
30,008 sq. ft. \ ` 30,176 sq. ft. 3' WIDE BOTTOM / / / sICHT DISTANCE ~,6 bf~• ' / Q~`~ 0.69 acres ~ 0,69 acres
/ a 7 T10N LEFT TRAP DIMENSIONS TRAP STREET S A oR wErR
y, / ~.~'M1 A / TRgp x LOr 54 ~FT~ RIGHT F7 FT FT LENGTH 31,1}D sq. 1t. ~ 6qI
P~'~QO y- / / / / ~1 J y°°~° ~ ~ / /j / + ~ ~ LOT 27 LOT 32 0.71 acres i LOT 53 L 4
/ / 4 60 h. 30,306 sq. ft. 4 10'X10 00 ~ 3,5 sq OJO acres ~P / / /,,f~' 1.000 acres SICHT DISTANCE 3o,DOO sq 3sa q. 1 PEBBLE 0+20 R 15 30 3 4 y 0.69 acres 0.8 es 12 2 PEBBLE 0+20 L 15 30 3
//~°~J//' TRgp I ~ ly / ~ u L07 52 3 DRY BRANCH 0+20 L 14 28 3 4 m,oW sq. rt.
\ / / ~ i \ / ~,j~ Lor 33 ~ ~ 0.69 acres 4 DRY BRANCH 0+20 R ] 1 22 3 4
0~ \ ~ / r / { 30.379 sq. ft. A .0 6' \ ~ Y / 0.70 acres I \ ~ ,p LOT 51 BETWEEN ~ ~ 3D,o38 sq, 12 24 3 12 0.69 Dues 5 PEBBLE L01S 9&OPEN
o \ / / G \ l/ / rh BRUSH G~ LOT 26 I ec, SPACE
\ 4P qtr 47,560 sq. ft. ! yj Q ~ / 1.000 acres LOT 34 LOT 46 BETWEEN 32.522 sq. 6 BERMUDA LOTS 12 24 3 4
~ LOT 1 31a7e sq. rt. y ~ + 43,560 sq. fl. ! Q4Y ~ 0.75 acres 48&49
/ / 1,000 acres 0.72 acres q'. ~ L I ~ / BETWEEN ` ~ 12 24 3 6
/ / I OT 35 10'x70' 7 RIVERBED LOTS 5/GHT DISTANCE ~ 7D&I1
! 219 s . fl. q 'Y + I 10.74 acres 6 SAND TRAP 6+25 L 13 26 3 6 SAND TRAP 6+25 R 13 26 3 4 9
Lor 25 LOT 45 10 SAND TRAP 4+40 L 16 32 3 12
CONSTRUCTION SEQUENCE FOR STREAM CROSSING 47,560 sq. rt. 1.00o acres LOT 36 .Uy + 3069 ocesl. ~ ~ ~ 30.004 sq. It. 0.69 acres i 1 SAND TRAP 4+40 R 15 30 3 12
I NT TRAPS LEVEL ~ Lor 2 LOT 37 ies%u~er sgTVEW~e o,o3a sq. rt. / /
1. INSTALL TEMPORARY SED ME 43.560 Sq. rt. LOT 37 I ADJACENT TO STREAM ,,ono aces }0,034 eq. SPREADERS AND SILT FENC NG / 0.69 acres 0.69 acres J
SING. TRAPS AND LEVEL SPREADERS MUST BE 1 CROS + 1 LOT 38 I ~ +~,y 30,WD sq. ft. ~ ~ II
OUTSIDE OF 50' RIPARIAN BUFFER, Lor 24 0.69 acres f / LOT 39 f a
47,580 eq. ft. l 1.000 ocrea 3o,Wa sq. f ~ ~ 0.69 aces 1 / ,[n ~
2. ROUGH GRADE AND ESTABLISH SITE OUTSIDE LOT 3 ll I Lor 40 a` I l 3D,oW sq LOT 44
47,560 >q. n. ~ V 1 ~ RIPARIAN AREA. + ~ 1.ooD «ra g 0.69 acres 31,626 sq. Il. / 0.73 acres
~t 1 j ~ LOr 41 31626,9 ~E ~ 3D.DW eq LEVEL SPREADER TAB 0.69 acres ~x~
3. USING SANDBAGS AND PLASTIC SHEETING DIVERT / ~ vti
CREEK TD INSTALL CULVERT f~4. LOT 23 + 43.560 sp. ft. I l / Lor 42 9 EvEL LEFT DIMENSIONS / / 3D,oW eq. L STATION
LOT 4 1.000 ocm I H ULVERT 4 AND ~ ft, i 4, DIVERT CREEK TNRDUG C # x,..,_,_x 43,560 sq. x~...rx~-.4.DD4~cuccas.~x x__-..-x~,.,_ 4 11 4350so s2 n. 0.69 acres SPREADER STREET OR ENTRANCE END (FT) RIGHT WIDTH DEPTH INrDTH LENGTH
INSTALL CULVERT #5. x ~,y k f• "w' '-°-~"'x-.+.-.-x,~,_,_..X ~ Y ! I 1.000 acres I ~ (FT) (FT) (FT) (FT)
1 ~
TH INSTALLATION OF EACH CULVERT AND X Lor 5 5. AFTER E +4196 sq. IL I LOT i 47,560 1 / / LOr 43 BETWEEN / }a,621 sq. p BERMUDA COURT LOTS 10 0.5 3 10
BEFORE BEGINNING THE NEXT, PLACE THE 1015 I / 0.79 acres 48&49
T AND OUTLET PROTECTION AND DENSE VEGETAT N I 1 ~ APPROPRATE INLE - - l~ THE TOE OF THE SLOPE TO PREVENT / ~ ~ 3 S4ND TRAP DR1vE 6+00 L 10 0.5 3 10
SILT FENCE \ NTERING INTO THE CREEK. SEP7 C / 4 6oreQ6N EROSION SEDIMENT FROM E TAN ~ eR,~, 43,56oT sq. ~t. / 4 SAND TRAP DRIVE 6+00 R 10 0,5 3 10 / 1.000 acres
/ 1.094 acres / \ / / 5 SAND TRAP DRIVE 4+75 L 24 0.7 3 3
MOVE SANDBAGS AND PLASTIC, SENDING ALL / 6. RE / ~ l l LOT 19 6 SAND TRAP DRIVE 4+75 R 16 0.6 3 20 / a3.5sa aq. n' BETWEEN
THROUGH THE CULVERTS. - ~ FLOW - ' ~ / I,WO acres / 7 RIVERBED UNE LOTS 10 0.5 3 10
BEEN INSTALLED BARN ~ ( ~ um,rr 70&11 / ~ cnscweM LOT 18
7. ENSURE THAT SILT FENCING HAS ( ! 4J,S6D sq. It. y 1 / 1.000 acres n9 c' d;,~
DOWN SLOPE FROM ALL DISTURBED AREA INSIDE THE ~ r~ OPEN SPACE 1 ~ ( ass BUFFER. ~ f LOT 17 43,560 sq. ft.
1a,o9e sq. u. ~ ( ~ - 3.78 ones 1.000 ocree ~qq lpam~'
ND ALL ~ ( 8. FINALLY SEED AND MULCH SLOPES A ~ L'v ~r
DISTURBED AREAS. ~I S'l'~A~f 1 Si u n,~f y G~ ~ ~V y P~ w~R
BE ~ M~
9. INSTALLATION OF CULVERTS #4 AND 5 SHALL LOT 9 V
COMPLETED IN ONE DAY. 47,560 >w. Lor 8 (,.ODD acres 4},560 sq. ft. LOT l6 43,560 sq. ft. LOW ocree
1.00 acres a J
,7,560 +4 ft. y ti
CULVERT DETAIL TABLE \ LoT 1.000 ocren LOT ! T it DENSE VEGETATI ~
~ TION \ 4i.ooo ar~t~ sq. It. r 50FT I arcs T 12 RIGHT OT wAr
3 UT SLOPE OUTLET PROTEC ° STATION LENGTH DIA PIPE END !NV IN 1NV 0 STONE o CULVERT TYPE FT q \ \ ~ / 43,560 eq. I1. / 2G' J' S' 6' 6 5 J LWO acres LOj 13 `pTCN DITCH SHOULDER PAVENEN7 SHOULDER DITCH DITCH
Q STREET FT !N TREATMENT (FTC ~ ~ ~ ~ ~ FT fT CLASS W (FT) ( ) ~ ~ # ~ 43.580 sq. H. i/r'8i. iH'Rr. 1.OW acres
W LOr 14 I J:i ~ P[R PER r0a1 J,r 1
z _ +23 64 30 RCP FES BOTH ENDS 150.90 150.73 0.27 15 10 2 43.560 sq. IL w~ sa s[oR[ ~ s[~ s 1.000 acres ei+' 8" COMPACTED ABC STONE AND 1 1/2" I-2 ASPHALT reonou
~ 1 PEBBLE 0 z 8 18 RCP FES BOTH ENDS 9 6 2 B ccw ~ 2 DRY BRANCH 0+23 Lor 15
6 30 RCP FES BOTH ENDS 180.19 179.74 0.80 15 f0 2 B v 3 DRY BRANCH 10+35 5 \ 43,580 sq. fl. ' D00 °a'°' LCCAL RESIDENTIAL
5+59 52 36 RCP FES BOTH ENDS 168.41 168.38 0.17 18 12 2 B 3 q SAND TRAP COLLECTOR ROAD
~ 2 36 RCP FES BOlH ENDS 168.47 168.38 0.17 18 12 2 B - 5 SAND TRAP 5+66 5
18 RCP FES 80TH ENDS 175.04 113.92 2.00 9 6 2 B 3+74 56 ~ RIVERBED A a_s
0 6 44 24 RCP FES BOTH ENDS 176.81 176.70 0.25 12 8 2 B , s 7 PEBBLE 11+89 P ~ P ~ 05
a 1 0 30 RCP FES BOTH ENDS 150.13 150.52 0.13 15 10 2 8 8 SR 2360 36+80 6 ~ .4 i
3 A _
° CONTROL DETAIL SHEET FOR ° NOTE SEE EROSION Q W ' ~ I
SPECS ON INLET PROTECTION PROJECT:
W DRAWN BY: CLIENT:
= DATE ENGINEER Z REVISION DESCRIPTION DCA/AWH
~ CT T1~lC'~TlNTi' 11/l a.CP.
c,n REVISED AS PER DWO COMMLN 5 ENGINEER: ky U/1 1171111 I AL 1 I1L' LZl! V I I lv i 1~ wiv
cv • )NSULTING • MAPPING
LAND SURVEYING • ENGINEERING LAND DEVELOPMENT CONSULTING
1 023C WEST MARKET STREET - PO BOX 1 BOX 1401 SHEET TITLE: SITE PLAN TO DWQ IHORIZONTAL SCALE: VERTICAL SCALE: DATE: DWG SHEET:
a DATE: L 1 1 OF
SMITHFIELD, NC 27577 PHONE: [phone] 100' NIA 09/04/01 01-13D 1
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