20110777 Ver 2_Riparian Buffer Authorization_20180824

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DWRf / v I �� State of North Carolina
/ Department of Environmental Quality
Division of Water Resources V - Division of Water Resources
15A NCAC 0213.0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
la. Name of project: Batts Farm II
1 b. County: Wilson
1c. Nearest municipality: City of Wilson
1 d. Subdivision name: Batts Farm II
1e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
WGB Properties, Inc
2b. Deed Book and Page No.
Bk.2399, Pg.404
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
Bk.38, Pg. 183
2d. Responsible Party
for Corporations):
W.G. Blount
2e. Street address:
2045D Eastgate Drive
2f. City, state, zip:
Greenville, NC 27858
2g. Telephone no.:
[phone]
2h. Fax no.:
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner) Sj FNn, 441
07
3a. Applicant is: ❑ Agent ❑ Other, specify:
q
3b. Name:
3c. Business name
if applicable):
//V
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4.
Agent/Consultant Information (if applicable)
4a. Name: Steve Oliverio
4b. Business name Bartlett Engineering and Surveying, PC
if applicable):
4c. Street address: 1906 Nash Street N
4d. City, state, zip: Wilson, NC 27893
4e. Telephone no.: [phone]
4f. Fax no.: [phone]
4g. Email address: [e-mail]
FORM: BA 10-2013 Page 1 of 4

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
3713-33-9848
1 b. Site coordinates (in decimal degrees):
Latitude:
35.761928
Longitude: -
77.941155
1 c. Property size:
5.3 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Contentnea Creek
2b. Water Quality Classification of nearest receiving water: C;Sw,NSW
2c. River basin: Nuese
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Site is cleared, adjacent land subdivided, wooded buffer adjacent to the east.
3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8 Y x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
375
3e. Explain the purpose of the proposed project:
Single Family Housing
3f. Describe the overall project in detail, including the type of equipment to be used:
Lot development, public access road, utilities, storm water appurtenances & wet and -std. constr. machinery.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ project(including all priorphases) in thepast?
❑ Yes ® No ❑ Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained
for this project(including all priorphases) in thepast?
❑ Yes ® No ❑ Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
1. Buffer Impacts
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
❑ Yes ❑ No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
1a. Project is in which protected basin?
® Neuse
❑ Randleman
❑ Tar -Pamlico
❑ Jordan
❑ Catawba
❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for
number — impact
Permanent (P)
or Temporary
T
Type of impact Stream name
(exempt, allowable,
allowable w/
mitigation)
Buffer
mitigation
required?
Zone 1 Zone 2
impact impact
(sq ft) (sq ft)
B1 ® P ❑ T Basin Outlet
Allowable Hominy Swamp
❑ Yes ® No
173 235
B2 ❑ P ® T Swale Constr.
Allowable Hominy Swamp
❑ Yes ® No
427 165
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
600 400
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
❑ Yes ❑ No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact
Total impact Multiplier Required mitigation
(square feet square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS ❑ Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act NEPA/SEPA ?
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ® No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
8 3�
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4

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SITE DATA
PN .............
3713-33-6066 (PART D)7
LOT AREA .........
1.973 AC.
70-0'LOTS ........
6
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CLUSM 2.M' [ M1DUCRON)
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6.000 3F
MN. LOT TOOTH ......
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PO Box 7226
Oremw6le, 44C 27635
HONE&
THIS MOW IS NOT LOCATED MAM A DESIGNATED WATU RSTED AREA.
THIS PROPOM IS NOT LOCATb ■THIN A FLOOD HAZARD AREA PER FEMA
PANEL Mo. 3T1037130W DATED NOWNB R 3. 20"
THERE ARE NO DE&WATED 6ETLAMOS LOCATED ON ANIS PROPEIM
PWBbY 6 SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
AREA COMPUTED BY COORDINATE METHOD.
AREA COMPUTED TO INGMT-OF-KAY.
ALL DISTANCES AREA HORIZONTAL UNLESS OTIERINSE NOTED.
!!LHI5 AND STREAMS ON 9UBJMT PROPARE RALECT TO REUSE
MER/TM-P PROPERTY AM
BASS/ REG"71 MK.
TIER: IS RESERVED ALONG ALL STREET RIGHT-OF-WAYS AN
ADDIAOIIAL 5.0 FT GENERAL UTILITY AND STORY DRAINAGE EASEMENT.
Final Plat
Batts Farm II — Section One
Property of
WGB Properties, Inc.
imat" in
Wilson Township Wilson Co., NC
March 2011 Scale 1" = 50'
N 0 W 100
Herring -Sutton & Associates, P.A.
2201 Nash Street NW
Wilson. North Carolina 27896
[phone]
05-M-8900.
SHEICT 1 OF 2
PM

° i u
7 000 FEET 2.5'M1. TO GA. 42, 232
WILSON COURTHOUSE 4.4 Ml.
by the Geological Survey
th Carolina Geodetic Survey
MN
ds from aerial
ed 1974 GN
North Carolina coordinate 6°
107 MILS 1.43'
3tor grid ticks, 31 MILS
American datum
fence and field lines where
This information is unchecked UTM GRID AND 1974 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
'J-
V'
i
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6
� 42
YFre
5455 M CLA1
SCALE 1:24 000
1 2 0
1000 0 1000 2000 3000 4000
1 .5 0
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM C
THIS MAP COMPLIES WITH NATIONAL MAP ACCUR
FOR SALE BY U. S. GEOLOGICAL SURVEY, RESTON
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS

35° 45 47N
35° 45 3T N
3 Soil Map—Wilson County, North Carolina 3
(BATTS FARM II)
233930 233960 233990 234020 234050
3
�
Map Smle: 1:1,510 iF printed on A porbait (8.5" x 11") sheet.
N0 20 40 80
Meb35
Feet
120
0 50 100 200 300
A
Map prgecbm: Web Mercator Corder mordirkf0es: WCS84 Edge tics: UTM Zone 18N WCS84
usDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
35° 4547N
t_6
CS
4
0
_N
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P_
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35° 45 37 N
234080 234110 234140
3
8/23/2018
Page 1 of 3

Soil Map—Wilson County, North Carolina
(BATTS FARM II)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
1p
Spoil Area
The soil surveys that comprise your AOI were mapped at
El
Area of Interest (AOI)
Stony Spot
1:24,000.
Soils
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Soil Map Unit Polygons
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
0
Soil Map unit Points
Special Line Features
contrasting soils that could have been shown at a more detailed
Special
Point Features
.�
scale.
V
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow Pit
measurements.
Transportation
X
Clay Spot
Rails
Source of Map: Natural Resources Conservation Service
Closed Depression
Web Soil Survey URL:
.a
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
�i
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
Lava Flow
accurate calculations of distance or area are required.
Background
Marsh or swamp
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
s�
Mine or Quarry
Soil Survey Area: Wilson County, North Carolina
Miscellaneous Water
Survey Area Data: Version 15, Oct 3, 2017
Perennial Water
Soil map units are labeled (as space allows) for map scales
zs
Rock Outcrop
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: Apr 23, 2015—Feb
25, 2017
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
®
sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
USDA Natural Resources Web Soil Survey 8/23/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Wilson County, North Carolina
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BATTS FARM II
Co
Coxville sandy loam, 0 to 2
6.8
57.9%
percent slopes
GoA
Goldsboro sandy loam, 0 to 2
4.8
41.3%
percent slopes
NoA
Norfolk loamy sand, 0 to 2
0.0
0.3%
percent slopes
NoB
Norfolk loamy sand, 2 to 6
0.1
0.5%
percent slopes
Totals for Area of Interest
11.7
100.0%
U.Natural Resources Web Soil Survey 8/23/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3

STANDARD CONSTRUCTION NOTES
SPECIAL ENGINEER NOTES
THIS PLMUST APPROMBY 7E CT' OF WILSON POOR 10 CNSIRUCMN OF ANY sREBWTR AND/OR BAMWfARY SCREW STORM DRAINAGE N OTHER SIE
IMPROVEMENTS N THISPLAN.
�
Y
I. All MMENNIN1S SMALL CONFORM TO 111E EDAM ORDNANCE AD NEDIMION ORDIMACE Of THE CITY OF WILSON 07Y CaCC, IND THE MANUAL CE
INDEX OF SHEETS
OMMMAMM STANDARDS NO DETNSL LATEST IRASION.
HN,r .
1 SEMS MARIM PROACT PLANS AND JMDKHMA N3 WILL WE BASED ON MONTH CAROLINA OW HAD OS HMZdNTAL DATUM To THE ACCURACY SPEnYD N 21
NGC MINS CLASIIOAMM Of BOUNDARY SIRKTS PARAGRAPH 0) LOCAL MOM NETWORK SURVEYS (CLASS AA) AND D NGC SLIM MAS*rC 710M n
URTICA ONTICI. ANKH PARAGRAPH (,) URBAN AM SUBURBAN VERTICAL ccN1R0. NRKH OLAs9 A). NDE THE CORERS ARE TED USING WS
9RKHIc TRE PRESS LSET SMALL CONFORM To 21 xcAc e4HmE MAZ Pas,�DTeW S SIM 9XrM THE: Foxnons CE ADEM THE
CONTRACTOR RESPONSIBLE FOR CD�LYMJC WITH ALL
REQUREMINTS/CONDMONS OF ALL ENCROACHMENTS k
/�`'
C COVER SHEET
PR1 PRELIMINARY
AmrM WN
SITE
CONNES
REFvolcm cDWlms AND THEMOAAIOTS USED NAL WE SON N X MASING) AND Y (HORDING) AND: (OJVAl").
PERMITS INCLUDING PROVIDING BONDS/ 5URANLE: IF REQUIRED.
SUBDIVISION PLAN
SEAL
1 asnWWm AREA
A D6TIAMIm AREA S N EXXESS CE 1 -AIC AND FORMAL SSMENIAMIN 4 E CRENO. PLAN APPROVAL WAS REQUIRED AS A CONDITNN CE
OM41M IdI PLAN APPROVAL A COPY n THE APPROVED EROSION CONTROL PLAN MUST BE KEPT N NTE AT ALL TIMES THE APPROVED SmMFMATI N
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
INSPECTIONS BY CITY OF WILSON.
CP1 BUCKINGHAM ROAD
00
'
MW CONTROL �� P� ERaAIDED a MNNLM REQUIREMENTS: AMMINA. MEASFES NAL BE PUT N PACE AS NEEDED ro ENSURE THAT
CONSTRUCTION PLAN
54y, NSMB �p
(PDRNAO
OWSM ARMAMN OPTION 7M
4. $=MW MNTjIY COMM P O&ClO�ON
UTLIM 94OWN ON � AM LOCATED APPROMMATELY•
CP2 STORM DRAINAGE
WiN E�jCVTC HUGUZE PLAN ACftPiNICE n AUTOCRAT BUY-COSI PAYILM.,
C0NTRACTOR SHALL BE RESPONSIBLE FOR �RIFYING THE
CONSTRUCTION PLAN
BY BARTIETr eMIRImeIB ! NURTET9lG P0. ON FEBRUARY U, 2G4 REFERENCE HORIZONTAL
4 PALE ARE BASED N O ACTUAL AL SUM 6 PAW SM.
GAIN a NAD 63 RE1f1AM A VIAL FE DATUM E xEw m
LOCATION N� AN TOR NOT � AND WHETHER
LBMWOCATI ON PLANS OR NOT
CP3 STORM CONTROL MEASURE
RIVE
A. THE PROJECT BMW B RESPONSIBLE FOR RESawD ANY DISCREPANCY BETWEEN NTE FIELD COND110119 AND PLAN ELEVATES AND RpR01flIS M
CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
CP4 S&E PLANS
r--�
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m
7. PAVW DIT SWXM E NPREENTATK OF 1HE ROADWAY GEOMETRY ONLY. A GEDIEOBNCIL REPORT AND PAVIDNM OEM SEALED BY A NC UCDNSD
PAOESSNII INGHM MUST IS APPROVED BY TRE Cm ENGINEER PRIOR TO THE PLACEMENT OF ANY ROADWAY BNmvmwm AL QOTECISSCAL MITHO
REIT OF THESE FAQLITES IT DAMAGED.
DT -1 DETAIL SHEET
-
W J
v M R,
PROCEDURES AMI! REPORTS NAL K N IN ACCORDS= WCITY STANDARDS.
DT DETAIL SHEET
4 SIIBOlAOC SOL CONDITIONS YIISE RE EVNAATED BY A OPDIEIS/SCK DIOTIEN FOR CpIOYA10E WTII PAKMENT DESIGN CONNRON9 AND A MUDF-ROLL
MIST BE RTI® AID ARPROPM BY STY ENGINEERING DEPARTMENT REPRES TATM PRION ro PLACEMENT n SMOTE BASE
LOCA 710N, QUANTITY AND PLANT OF DRAINAGE PEES AND
EROSION CONTROL DEVHCES MAY VARY TO BETTER CONFORM TO
-2
N M)
4 THE SM MUM CONTROL STRUCTURE MUST BE APROVED, A LEM Or Sam FOR ORE YEAR CE MAINTENANCE AND A SIGIm COPY OF THE ORM AGREEMENT
MUST BE PROVDED TO THE CITY PWSR TO SEEN OF FINAL RAL
FIELD CONOITXM
Z
IQ COPIER OF ALL PERMITS AND APPROVED PLANS MUST BE RPT ON STE N A PERMIT BON THAT IS CONW40JJS.Y LOCATED AD EASILY ARL4SBlE DUREUG
+ 4
CONSTRUCTION THIS VICIUDES APPROVED CRGWUCRORN RAR0. APROM EROSION CONTROL RAID, ENCROACHMENT AGREEMENTS. DRIVEWAY PENIS
WATER/lIE ER PERMITS, M
WATER, SEWK AND STORM DRAINAGE LINES SHOULD BE
IE CONSTRUCTED TO FOLLOWING SPECIFICATION&
LOCATION MAP
11. THE CONTRACTOR NAL RE RESPONSIBLE FON ALL WORN ZONE TRAFFIC CONTROL N N ADJACENT TO MOODY OR CITY MINT -CE -WAY. ALL METROS GALL
T
COM'ORY To THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MATm) AM(
MOT MoT STA DARDS.
-MIN. 10' LATERAL SFPARA710N FEETYEFEN WAIER/SEWFR LINES.
NO SCALE
11 CONTRACTOR SCOL OOPLY NIH AL PERTINENT II CE ENT PRONSONTHE 'MANUAL OF ACCIDENT PREVENTION N COdiRUCUN• ISSUED BY AGC CE
AMERICA W_ AND RHE SAFETY AND HEALTH REOULATONS FOR CONSTRUCTION MM BY THE U.S. DEPARTMENT OF WOR
VERT. E WAIERWEIL
-ANS B
q
1.1 OWER/DEVaDM WI RESPONSIBLE FOR DETERMINATION N DISCOVERY OF E997M0 UNDERGROUND STORAGE TANS (UOVT). SEPTIC TARS, ABANDONED Ul UTY
MUST PLACED EN SEWER,DUCTILE IS
REQUIRED ON BOTH LINES DUCTILE IRON BMW EMM
UES, CRAVE OR MEMORIES (HISTORICAL N mNRWBE) THAT MAY EIOBT ON TIE SHE.
10' PAST INTERSECMON ON WATER LINE AND TO THE NEXT
Z
MANN= LYE PER CITY OF WILSON
((�YYj
rri
Q
STANDARD EROSION CONTROL NOTES
-WATER/SEWER CROSSINGS SHALL BE ARRANGED SO THAT
SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSS13LE
Z
TE FOLLOWING NOTES ARE REQUIRED N SOL EROSON AND SLREMATION CONTROL RAM TIES! NOBS SHOULD BE REGARDED AS A MMMN REQUIREMENT .
SHE NONCOM DEPARTMENT RESERVES THE WORT TO REAJRE SUCH ADNUONAL M07D AS IT DENS NECESSARY
FROM THE WATER MAIN JOM
3 V
-LIN. 24' VERT. SWMA71ON BETWEEN SIM DRAIN MID
9TE DATA:
� �
1. APP OWL n 1189 PLCO S PERMITS OILY THOSE CLEARING NG AND GRAOACTIVITIES URGED W" INS RAN. THIS PLV, DOES NOT PERMIT THE CONSTRUCTION n
ANY MPDW IS SUFACE N SNOCRRE.
SAN. SEWER OR DUCTILE IRON IS REQUIRED.
TOTAL AREA 5,30 ACRES
z �
2. APP OM OF THIS RAN CpamUIES APPROVAL. FROM OPE CITY OF WILSON ONLY. ACOIDNIL MgDIAs (a1CH As aH/4w WCTEAM06, ETc wr BE IFDUE7E
PRIORTo NRIOBLATION iD ION CIFAWMIO AID RIDDED. CAPES n ALLN101TIOYl APP1HOwJE Must RE PROHD[b To VAN
n Dowt NO
FOR CITY OF WILSON REQUIRED PERMITS AND ASSOCIATED FEES,
EXISTING LOTS (2-6): 1.04 ACRES (45.117 SF)
PROPOSED LOTS (1. 7-17): 3.41 ACRES (148.716 SF)
O LE
m
1°0MN SBP'
CONTACT ,LIMY TAYLOR, ENGINEi700 SERVICES COORDINATOR,
EXISTING R/M 0.25 ACRES (11,161 SF)
3. A COPY OF THE APPRmED EROSION CONTROL RAR MUST BE KEPT N 9E AT AL TREE THE APPRO/m SEDT EMMION 4 DROWN COMM RAR SHOULD WE
REGARDED AS MI "!EONDIDRS; ADDITIONAL MEA9LWM SNWL BE PT N PUCE AS NEEDED TO OBURE THAT NO SEDIMENT B RELEASED FROM THE SITE.
AT (252) 399-248L
PROPOSED R/W: 0.60 ACRES (29.078 SF)
1. ER09011 CONTROL CONSTRUCTED
SNALLOREGON
E CONSTRUCTED MEASU PEP ro ART' CLEARING N BRITAIN
F ACIMIEE BEYOND TWT ENT STAFF RI VITAL SRH OWMEASURES.AND
APPROVAL n C0167RHUCIED m09oN CONTROL MEASURES SRNL RE OaTAFED N WWTND fg011 mcBNmeq DEPARTMENT STAT PION ro SITE OE/REIO AND
TOTAL # LOTS 17
ZONING Ste
GRAM.
MIN. BLDG. ONES FRONT 20'
W
_
6. COPIES OF ALL PERMITS ANDAPPRMD PLANS MUST BE ,OPT ONSITE N A PERMIT BOX THAT B CONSPICUOUSLY LOCATED ARD EASILY ACUBSBLE DISMISS
aoIBTRuc1Dl1 INCLUDES APPROVEDCN4INDIION PRA, EROSION CAROL PNB, EN
SIDE 5'
U7
APPROVED EMNDVORf ARSII
EFATS, DRIVEWAY PERMITS,
A
'MTPERMITS,M M.
ER/S.Wm
REAR 20'
e. CITY SW ENOW51M OSARNONT PERSONNEL MUST RE GRANTED AXES ro AHA AND ILL NEAR n THE SUBECT SIE FOR THE NS°Q.TNN n
MN. LOT VADTH 50'
VIONWl3ON
SDSIFNTAl10N AID EROSIN CONTROL NEOYLY.
MN. LOT SZE 4.000 SF
O
7. F ADDROK E7DBN AND SE METAYM CONTROLS ARE REQUIRED TO PREVENT OFFENSE SEDMBIAROIL TIIF3E PLAN MUST BE MIoOa® AND Stoma m ro
THE WARTIER n ENOEIEDSIO WORN FARE Bu9NE55 GH FOR APPROVAL AND MOTION ro TIER aETH
PROPERTY ADDRESS: 2710 BUCKINGHAM RD NW
Cj
COSTING LAND USAGE- VACANT
PARCEL ID No.: 3713-33-9848
OWNER: BOB PROPERTIES INC.
PO BOX 722fi
GREENVILLE, NC 27835
REFERENCES: DEED BOON 2390 PAGE 404
PLAT SOON 36 PACE 153
CONSTRUCTION PLAN
WATERSHED/STORMWATER CERTIFICATIONS
for
BATTS FARM II
L z
C4RTECION PR APPROVAL NITRO NEi15E RIVER AFTERLl
EGUL TIONS
PROTECTION PROGRAM FOR MIIRODEII REMOVAL REGULATIONS
I CERTIFYTHAT THE (PLATAEVELOPYENT PLAN) 9HOWN HMM
Cp/PUES NTH THE NESSE RIVER BASIN SWIWWATER PROGRAM FOR
NITROGEN REMOVAL REGULATIONS FOR THE CITY OF WILSON.
m
CRY OF WILSON
PUBLIC "� "� D"�
DANE: JAY 2018
SURVEY BY: DAB
ORANN
CIYNT WDBPRO
WILSON COUNTY, NORTH CAROLINA
I DERTIFY T~AT OPE (RAT/OEYQOPYEHT PLAT) N01N HEREON
COEIPLES NTN THE PEAK FLAW REauunONS F) ON
PROJECT. 17-286
CADFIE ,7 2
EGALE: NTS
TEVISONS
THE CITY OF NI90N.
KOM S7tw7.S/15TOMWATER DATE
SHEET
V •

LOT 10
SECTION ONE
srDIEYeRogl FARMS
Po 15 Po 10.1
m FR-` Y
S1]PRCQO
] 55
ZONE. SRO
Lm9
SECRON ONE
STONEYBRODN FARMS
Po 15 PG 103
"LUNN vsIrEWART
DEBORIN L SENWr
GO 1316 Po .1.
3713-3}8904
ZONE. SRe
LOT a
SECTION ow
SiONEYBRODI( FLANS
PB 15 K 10.1
N
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OB 147/ Po BDB
ZONE'
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---(-_^"-''-\-\-\\--- - ---
LOT 14
\-\16,467 S - F
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35 Ac.
PIN:3713-34-6023
r 3 r
AA x 3D 1
/'L -/--- ------J_ -- --------/-----J
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IAT 12 I
117
L 5' L4et //13,477 SF I'
---�9.SP---
63.2'
1,189121NE 169.97 SBA' --- --
I 1 1 I I I
Rill
1 I LOT 11 al
1b I I I "'1I 6.270 OF
I II I 8,661 Si i I \ I I
II 7.752 5E III ac aI ONE I I 7034SF � • \ L --------J
LOT 2 16ATT5 FARM / SCION ONE - _
110,01_ - -
I
SECONE I FB x PC les I I BATIS FAVI 4 r--1
BATTS FIRM O I 137,3-33-7610 I I Pe 3E. PG 103 k
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3s -33-8829 A
13713--7027 I I I ZONE 9116 M b
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// I
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LOT Il
SECTION ONE
OT 46
LOT 15
N�
S110NEYBNOOK FAW6
BPINOONS RUN
PB 26 K 252
Po 2E. N252
I
KNBDET OZY
PB 15 K 103
I
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OB 2626 Po zee
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37113-- SR.
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ZONE` SA6
I
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ON
W.TOF�:29AX
RN:129.43'
LOT 10
SECTION ONE
srDIEYeRogl FARMS
Po 15 Po 10.1
m FR-` Y
S1]PRCQO
] 55
ZONE. SRO
Lm9
SECRON ONE
STONEYBRODN FARMS
Po 15 PG 103
"LUNN vsIrEWART
DEBORIN L SENWr
GO 1316 Po .1.
3713-3}8904
ZONE. SRe
LOT a
SECTION ow
SiONEYBRODI( FLANS
PB 15 K 10.1
N
1118 C.
OB 147/ Po BDB
ZONE'
S]SBOSS
ZONE' SIRE.
---(-_^"-''-\-\-\\--- - ---
LOT 14
\-\16,467 S - F
gL---�----�BA�OII�eN�----- 2°6 L---,------1
35 Ac.
PIN:3713-34-6023
r 3 r
AA x 3D 1
/'L -/--- ------J_ -- --------/-----J
�---- -- - - - °•-------
IAT 12 I
117
L 5' L4et //13,477 SF I'
---�9.SP---
63.2'
1,189121NE 169.97 SBA' --- --
I 1 1 I I I
Rill
1 I LOT 11 al
1b I I I "'1I 6.270 OF
I II I 8,661 Si i I \ I I
II 7.752 5E III ac aI ONE I I 7034SF � • \ L --------J
LOT 2 16ATT5 FARM / SCION ONE - _
110,01_ - -
I
SECONE I FB x PC les I I BATIS FAVI 4 r--1
BATTS FIRM O I 137,3-33-7610 I I Pe 3E. PG 103 k
Po 3B PG ,83 I ZONE sR0 J113
3s -33-8829 A
13713--7027 I I I ZONE 9116 M b
II zoNe sRe I I I l J L__ 5 I LOT5270 SF
4 \ L---6-M�- -J
Eg1T. % \ y IF
LOT 9
`}I 11 8,270 SF 1
I
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A �
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// I
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IN
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I I 3!F0
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11 I A)
1
:
DFh
II
II
I� I
(7o
Lot 1 -
3f7Bia E3:3-srse a
I
1 I t,
� 1>, LOT 7 I
CONE
I
I 0,049 SF I
I
I
7.762 SF
IR )I
9ECnON
STONEYBRODII FARMS
I
I
I I 1
Z F.
D12 F. WAIFS
OB 2141 PO 001
PS 13 PG 103
1 12.709 OF
II I I
371}33-9517
zaNE. SRS
/
I
II
i i� 4d
N/F
AIMCE A FENDER
I
I )
I " ANFX MH
REG OHK T. PENDER
I
I
�" 0'IA TOP:13g54'
IN
08 250e PG 459
37z�33�72
( I
I I I
//
SITE DATA:
OP
OR `
SF
1
:
1
TOTAL AREA 5.30 ACRES
LRF 9
SECTION TWO
I
(7o
Lot 1 -
I
V
IPPRox. LaaTaN
SPECK. FLOOD DOTARD
/�:'::�.•.��'.�.�;'::�.:'.�.
.S -FS VB9 FIILer Stdps_-I---------
EXISTING LOTS -
2 B:
( ) 1.04 A 45117 SF
ACRES )
IRO PBMP'e
N/F
PEORO
CQNSIES Ez I 3
CONSERVATION AREA -
I
Z F.
D12 F. WAIFS
OB 2141 PO 001
PROPOSED LOTS (1, 7-17): 3.41 ACRES (148.718 SF)
371}33-9517
zaNE. SRS
/
::::...
EXISTING R/W: 0.25 ACRES (11,161 SF)
I
1 /
BRAIm IB R1RI
PROPOSED R/W: 0.60 ACRES (26,078 SF)
I I
SITE
II
LOT 411
Pon K 252
TOTAL / 1075 17
,
BR,NDONS RUN
Po 26 Po 2'¢ /
(
.{ 1 1'': �� �:' '.
N
R.
ZONING SR6
\ \ I I
N/i
�:�;'1:: 'ss�
C ul R
Poie
MIN. SLOG. LINES FRONT 20'
SIDE 5'
W
�.t
R'IDMID SEANCE /
De 2015 PO 1109
.R;';';';: �'�':..':,OBM25M
5713-41-2900
ZONE: SRS
REAR 20'
31113-44-1111110 zONE
.���
MIN. LOT WIDTH 50'
.
MIN, LOT SIZE 4,000 SF
•
PROPERTY ADDRESS: 2710 BUCKINGHAM RD NW
d
37117E 181.4
:::::::'::.
EXISTING LAND USAGE: VACANT
tZ
�Ex 12' �
PARCEL ID N. 3713-33-8848
8
y�DN ONE LOT 3
OWNER: WGB PROPERTIES INC.
HANTS FLAN
PO BOX 7226
.nn6e6�A
/
ri'
Po b PG 77
GREENVILIE. NC 27835
NI 'FIY
/ /
NATIEWNVFWIEl50t1
REFERENCES: DEED BOO( 2399 PAG: 404
(Y
OB 2255 Po 135
PLAT BOON W PACE 183
LO.T 6.6E
ZONE SRI
LOCATION MAP
NO SCALE
IIS
\\\
UR 2
N7
18\ I'ISECTION
I
ONE
\
NOTES
I
0 SF
\ \ \\
IND 35 PG 17
A PORTION OF THIS PROPERTY IS LOCATED INA 8000 HAZARD AREA (PANEL LA0.
f
171 IT. I
ROOD
DAVID a�NulGwNs
CERTIFICATE OF OWNERSHIP AND INTENT
37203711300( DATED 04-16-2013).
UNE J \
-- �.-
�{
} r
�� L'
D�2273�4PC�
I (WE) HEREBY CERTIFY NAT I ING AM (AAE) NNE OWNER(S)
THIS PROPERTY IS NOT LOCATED IN A PROTECTED WATERSHED AREA,
dy
w 0'_-} -
j � 'I
ZONE: SRS
OF THE PROPERTY SHOWN AND DESORM 11EFEON AND NAT
I (WE) INTEND TO SUBDIVIDE THE PROPERTY AS INDICATED W
NO BUILDING PERMIT SHALL BE ISSUED PRIOR TO THE PROPOSED STREET INSTALLED
} ')
ACDORD NCE IM N TIE SUBDIVISION REGULATIONS OF THE
AND LAYERED PATH AT LEAST A GRAM! SURFACE
I I
GTY OF WILSON. WILSON M. Na
NO BUILDING PERMIT SHALL BE ISSUED PRIOR TO THE PUBLIC SERVICES ENGINEERING
LOT ,7 I .^,
LO.:'j...,...1XVISION
RECEIVING THE OgTK FILE FOR THE ABOVE -REFERENCED SITE PLAN.
r�
B$ SF 1 j
:,:3D,epB: SE:';;;:;;: ':;'::::
`
PLEASE
PILOSE CONTACT JIM TAYLOR AT [phone] FOR ADD TIO AL MFORMATON.
/
DATE
ALSO ANY CHANGES THROUGHOUT NE DEVELOPMENT PROCESS SHALL REQUIRE AN
I I
ppER $P/lF
SECOON DIE \
BATTS
AS -BUILT' STE PLAN PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
IL
FLAW
Po 35 PO 17
ALL PUBLIC WATER, SEINEN AND STORM SEWER INFRASTRUCTURE SHALL BE
4
1>0
..:�
OWNER DAZE
INSTALLED BY THE DEVELOPER TO THE STANDARDS OF THE CITY OF WILSON PUBLIC
6
^T / ism y)�
cHRI51oPtER w MIUUE
SERNCES OR FNANCIN.LY SECURED PRIOR TO RECORDING OF FINK PLATS.
1`,
DB 2625 K 945
312 I
CFRTIRCATON OF APPROVAL UNDER NEUS: RIVER
ALL PUBLIC IMPROVEMENTS SHALL BE INSPECTED PRIOR TO THE ISSUANCE OF ANY
IiiT
1
BASIN
STORMWATER PROORAM FOR NITROGEN REMOVAL REGULATIONS
CERTIFICATE OF OCCUPANCY. CONTACT THE CONSTRUCTION INSPECTORS FOR
FURTHER INFORMATION AT [phone].
C;i
f
I COT" THAT THE (PYAT/DEVELOPMENT PILI) SIONN THEREON
COAPl1E3 WITH THE DENISE RIVEN STORMWAiJT PROORN.1 FOR
THEPROPOSED FIRE HYDRANTS SHALL BE INSTALLED ON SNE AND APPROVED BY
THE CITYOF WILSON FIRE MARSHALL AND PUBLIC SERNCES
I
IIj1��IID,IFFyyLF--T�� J- A ,� tr
NITROGEN REMOVAL REGUUTONS FOR THE GN O 'MLSOI.
DEPARTMENTS PRIOR TO
ANY ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
PUBLIC SERVICES 4WA1ER DATE
AN APPROVED AN PLATE DEPICTING THE PROPERTY AS E OWNWILLS ON THE APPROVED
PRELIMINARY PLAN MUST BE PROPERLY RECORDED AT THE WILSON COUNTY REGISTER
I�
OF DEEDS PRIOR TO ISSUANCE OF BUILDING PERMITS.
08 250e PG 459
37z�33�72
( I
I I I
//
N:12&U'
aur:11ze.e9 I I s
OP
WATERSHED MANAGEMENT DATA
SF
:�
Cdch _ -
I
Ates
Lot 1 Ford)
LRF 9
SECTION TWO
I
(7o
Lot 1 -
I
V
La11(BUONO
Po22 o
1"KI
.S -FS VB9 FIILer Stdps_-I---------
/
IRO PBMP'e
N/F
PEORO
CQNSIES Ez I 3
I
Z F.
D12 F. WAIFS
OB 2141 PO 001
371}33-9517
zaNE. SRS
/
I
I
I ;
�
I I
No ad,,! n., d.tlun., chmgu N moeliMotbne Ns. mad. to thle plan
C14�\Q\ry�1yi�NyN\\,0an thou reWMed by N. City E.1 WIT- T..wcd Rmol"
Engineer 5713 �Da?�1�
GRAPHIC SCALE
w m
( DI FM )
I Loch - 40 tL
I CERTIFY THAT THE (WAT/DEVELOPMENT PLAN) SHOWN HEREIN
COMPLIES VATH THE PEAR FLOW REGULATIONS FOR THE CITY OF
Lm E.2 WILSON.
SEC NN ONE
mm FARM
H/f PUBLIC SERVICES/STORMWATER DATE
BANS FAN OWNC,
W 2161 Po 142
31114s-2776
ZONE SRO PRELIMINARY POND DESIGN DATA
/ A.D.2e 716
pth(3 b Bj_.. .......... 093 J''A
W t 0N. H. Pond
chrolng
ZWec
Percent YT1tIMOV I 0 35
SADA Ret o 2,571
win Main Pond SuHeae Area Required 31007 .51
Main Pond Suda6e Aiee PmMded 1 3,423 Ie1
PRELIMINARY PEAK FLOW REDUCTION
STORM EVENT PRE DEVELOPEMENT POST WITH SCM REDUCTION
1 -YR 30.7 CFS 7.ICFS 33.4%
2 -YR 14.9 CFS 113 CFS 23.9%
10 -YR 29.3CFS 23,0 CFS 21.0%
25 -YR 39.5CFS 33.4CFS 15.5%
IF GAS SERVICE IS REQUESTED FROM THE CITY OF WILSON UTILITIES -(IAS DIVISION,
PLEASE CONTACT THE DEPARTMENT AT [phone]. IT IS IMPERATIVE THE
GAS DIVISION IS NOTIFIED AND
GIVEN AMPLE TIME TO RUN NATURAL OAS LINES
BEFORE ANY ROCK, ASPHALT OR CONCRETE IS INSTALLED. THE GAS SERVICE
CANNOT BE INSTALLED WITHIN AN ENCLOSURE OR FENCED AREA. NO BUILDING OR
STRUCTURE SHALL BE NSTAl1ED OVER THE GAS PIPEUNE.
ALL LOTS TO HAVE POSITIVE GRAHAM
THE LOCATION OF ALL GAS LINES ARE SHOWN APPROXIMATE AND NOT FOR
CONSTRUCTION PURPOSES, CALL ULOCO TO FIELD LOCATE O 1-600-632-4949.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE
NOT RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
1 -BOO -632-4949 OR 811 THREE WORKING DAYS MINIMUM PRIOR TO EXCAVATION,
DUE TO A LACK OF SIDEWALKS IN THIS AREA, CITY OF WILSON IS RECOMMENDING
THE FEE IN UEU.
NO FILL IS PERMITTED IN THE SPECIAL FLOOD HAZARD CONSERVATON AREA
A NOTE SHALL BE PLACED ON THE FINK PLAT THAT WILL ALLOW PUBLIC ACCESS IF
AT SOME POINT IN THE FUTURE. THE CITY OF WILSON WANTS TO BUILD A CREENWAY
TRAIL OR ADDITIONAL STORMWATER CONTROL FEATURES IN THIS AREA.
BMP _ ,YL8
NEUSE RIVER BASIN MANAGEMENT STRA'
_
NP Wel Pandr
NITROGEN EXPORT CALCULATIONS
OP
WATERSHED MANAGEMENT DATA
SF
L_ I-- -- - f
MaximGn 11O161urbetl lMtro9en MNtepeNilra9en jNiTopen,
Cdch _ -
_d
__. _. ImpeMoue pPan I Laedirtg Open Loedin0 4ry>arAdn I LoaAN �.
Ates
Lot 1 Ford)
_ Pomw"P _SPWO(ac_) _(IDE.) ISpece.(x) pb.)__-A-(. _Qhe]_
027
(7o
Lot 1 -
o 0 000 D 000 I 0 270 0.324 _ 0 000 0.000
00.35 . T 0... - 0 ODD 6.600 0 350 6:426 0 D00 I -0 000..
La11(BUONO
_
__. - 054.1 _o-_-' 0.640 0323 o:000- 006°-._0660 3615
BMP _ ,YL8
TN Rom
_
NP Wel Pandr
OP
SF
BW
-
Sd SWale (dry)
3 SwNenll.
_..
N Stormveter WetlNd ----
-
.S -FS VB9 FIILer Stdps_-I---------
IRO PBMP'e
-I I NdmOen ITOTALFAtmum TOTAL Excess
WP 0.70 0.227 O-1 -276C
1.00 0.420 Al
too o.32a � o ed0363
100 5.200 5 000t 40C
WP 0.76 6.370 3.500 -0102
i 1:00 2.SBD 6000 2.400
d° 1!,O lon tlmn BMPk(Ube) I .. . - ....411
NDapen Reduction bLOIbN
1!4p NUrtBen Re -tIm b -y Olset PaymerW3 (30 yn I 92 304 a _ - _
T�!# DowlOPActm9°.._.
DATE: JULY 2018 PROJECT: 17-x96
BARTLETT SCA-E(HORZ)y CCA Fl�1 06� PRD
BATTS FARM II 1 m FIELD 8001(: 343
Y ENGINEERING &SURVEYING, PC PRELIMINARY ��, DRAWN Sr. I.R. Rr
1906 DASH STREET NORTH TELE [phone] SUBDIVISION PLAN SURVEY BY DAB, HMO. BJ6
ani. 71171 t� , 1NLSON, N.G 27893-1726 FAX: [phone] - CITY OF WILSON NC -
,,.......,. UaImea No. O-1551 Www.bwUottu&cmn 9 REVISIONS: TRC
cwuENTS 5-112-2019
CITY OF WILSON
NORTH CAROLINA
PIN III
WILSON COUNTY
ZONE: SR6
SHEET PR1

�- qiE SE6'21'08'W
BUCKINGHAM ROAD'-
60' R/W 37' B -B '[N'V' Iwr` 733.57
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL
REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS h
PERMITS INCLUDING PROVIDING BONDSANSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
INSPECTIONS BY NCDOT AND/OR NTH MUNICIPALITY.
LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES ANDQUANTITY AND PLACEMENT OF DRAINAGE PIPES AND
EROSION CONTROL DEVICES MAY VARY TO BETTER CONFORM TO
FIELD CONDITIONS.
UTIU71ES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER
SHOWN ON PLANS OR NOT.
CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS
OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION
CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
REPLACEMENT OF THESE FACILITIES IF DAMAGED.
WATER, SEWER, AND STORM DRAINAGE LINES SHOULD BE
CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS:
-MIN. 10' LATERAL SEPARATION BETWEEN WATER/SEWER LINES.
-MIN. 24- VERT. SEPARATION BETWEEN WATER/SEWER. IF
WATER MUST BE PLACED BELOW SEWER, DUCTILE RON IS
REWIRED ON BOTH LINES. DUCTILE IRON SHOULD EXTEND
10' PAST INTERSECTION ON WATER LINE AND TO THE NEXT
MANHOLE ON SEWER LINE PER CITY OF WILSON
SPECIFICATIONS.
-WATER/SEWER CROSSINGS SHALL BE ARRANGED SO THAT
SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE
FROM THE WATER MAIN JOINTS
-MIN. 24' VERT. SEPARATION BETWEEN STORM DRAIN AND
SAN. SEWER OR DUCTILE IRON IS REQUIRED.
148
146
144
142
140
138
136
134
132
130
128
126
124
LJ
n
1�0 mm
C,
z'NG2 WZy
1A\
W I �y'I VIA
(NP C
N$r NI
BUCKINGHAM ROAD
PLAN VIEW
9+50
11+00
12+00
13+00
Cm�e
STA 10+07.8 TO STA. 10+222
STA. 14+04.6 TO STA 14+34.6
No SCOW
N y"
NMI
�pam�Aml (nmwm m)�ew�
� mac
STA. 10+22.2 TO STA. 10+822
STA. 13+44.6 TO STA. 14+04.6
No Scot
STA. 10+62.2 TO STA. 13+44.6
No Sec1e
TYP/CAL ROAD SECTIONS
148
146
144
142
PVIA: 10+59.65
PVI I •
STRUCTURE DESCRIPTION TOP ELEV. INVERT W
PVI STA: + p
PVI ELEV. 139.78
C994 CATCH BASIN 141.01 137AD
25.00
DW2 DROP INLET 1]7.10 195.10
K: 10.2 )-
C9e2 CATCH BASIN 137.51
134.34
CBet CATCH BASIN 197.11 194.17 13357
rn
LVC: 100.00-----------------
Diel DROP INLET 137.30 1]4.14
lN3
INob: Top e4ew6oee b, alN beelne Ire M by o(alrb.
134.17
CTW1 POND C 24 64.00 0.32% RCP 133.87
m n m
POND DWI 8 18 36.00 1.00% RCP 134.60
Ida vMi a u`vi
DWi FE9N7 A t9 1200 1.17% RCP 131.14
734.00
+� + p
m
-
Q
U 0]cim
I
w
_
�• 0.50R
CB�14
CONNECT
TO EXISTING
i-175
TOP O4+OURB STA 112.92( 14LOBL)
2 CB#2
INV. OUT - 137.10
STA 10+19.73 (-17.25 L)
TOP OF CURB - 137.51
INV. OUT - 134.34
if
PRO OSED 8" PVC C900 ATER MAIN
;
CBJ
STA 14+12.92(17.25 R)
CB#'I
TOP OF CURB 141.06
EXISTING
STA 10+19.73 (17.25 R)
INV. IN - 136.90
INV. OUf - 136.00
TOP OF CURB - 137.51
INV. IN - 134.17
W. OUT - 133.67
- -
- - - - - - - - - - -
39.4
--- ----
---
439.1 LF 4 0.18% 12" DIP
- -
- - - - - - - - -
12" --DI
- - - - - - -
- - -
EX. MH/2
EX.
MH#1
9+85.05
OF RIM = 136.54
IN
STA 14+24.10
TOP OF RIM - 142.82
INV. IN - 129.43
INV. OUT 129.43
STA
TOP
INV.
INV.
OUT - 128.58
128.
ADJUST TOP OF RIM m 141.12
f` W r Q, f0
1O V
11
n n rA 1.007
n03 n �
a ,4'j g i a g Te a
9+50
11+00
12+00
13+00
Cm�e
STA 10+07.8 TO STA. 10+222
STA. 14+04.6 TO STA 14+34.6
No SCOW
N y"
NMI
�pam�Aml (nmwm m)�ew�
� mac
STA. 10+22.2 TO STA. 10+822
STA. 13+44.6 TO STA. 14+04.6
No Scot
STA. 10+62.2 TO STA. 13+44.6
No Sec1e
TYP/CAL ROAD SECTIONS
148
146
144
142
STORM STRUCTURE TABLE
STRUCTURE DESCRIPTION TOP ELEV. INVERT W
INVERT OUT
C994 CATCH BASIN 141.01 137AD
CBe3 CATCH BASIN 141.01 138.90 136.00
DW2 DROP INLET 1]7.10 195.10
135.10
C9e2 CATCH BASIN 137.51
134.34
CBet CATCH BASIN 197.11 194.17 13357
POND OUTLET STRUCTURE 131.75 194.50
Diel DROP INLET 137.30 1]4.14
134.14
INob: Top e4ew6oee b, alN beelne Ire M by o(alrb.
140
138
136
134
PIPE TABLE
UPSTREAMSTREAM P SIZE LENGTH ELOPE MATERIAL UPPER
STRUCTURE STRUCTURE NVERT
LONER
INVERT
C804 CN3 G 15 34.60 0.68% RCP 137.10
138.90
CS#3 DW2 I P 16 123.00 0.73% RCP 136.00
136.10
DWT OUT E 15 18.00 0.82% RCP 135.10
136.00
CB82 C8%7 D 16 34.50 0.60% RCP N 134.34
134.17
CTW1 POND C 24 64.00 0.32% RCP 133.87
133.50
POND DWI 8 18 36.00 1.00% RCP 134.60
134.74
DWi FE9N7 A t9 1200 1.17% RCP 131.14
734.00
132
130
128
126
124
14+00 14+84.65
GRAPHIC SCALE
( 1x P1iET )
1 tuoh - 40 [L
" " " DATE: JULY 2018 PROVPCT: 17-296
BARTLETT SCALE(HORZ): CLIENT CODE: CBPRD
�,�� BAITS FARM II ;DALE FIELDCADFBOOK: 5P2 CITY OF WILSON WILSON COUNTY
FIELD BOOK: 343
SEAL
ENGINEERING &SURVEYING, PC BUCKINGHAM RD� - 40 DRAWN BY LR/CEP/RF
CONSTRUCTION PLAN SURVEY BY: DAB/HNO/BJS NORTH CAROLINA ZONE: SR6
= WILSWASHSTREETNORTH TELE [phone] CITY OF WILSON, NC -
% I", WILSON, N.C.-1593-n26 FAx [phone] - REVISIONS:Us PIN �L 3713-33-9848 SHEET CP1
%! S. 9�?„0`° License No. C-1551 WWw.bartlettuacom

�S \
v \ R eW .
N
---�—
•
----STA
+
• - • 1' ,
- 134.14
LOT 42
142
0Z
140
ANI7NTI
O~��
C
VAB8
PB 26 PG 252
134
136
132
m = 2- \\
I II
II
m m TOP137.m
I, , INV. OUT = 134.34 \
_ - -
- -
- - - -1- -- -- -_ -
1 D<
r
tom-- q1E 98821'0B'w
391' —
BUCKINGHAM ROAD g'-137.61
INV W - 134.17
60' R/W 37' B -B NV. our - 133.67
I /
o�n
_.vmi m_V1..<xf
148
146
144
142
140
138
136
134
132
130
128
0
a
0+00
�1n
STORM DRAINAGE
PLAN VIEW -Ll-
\ I�
\ J
A
pRSANo �
/
- __//
i
,18'ROP
IN FEET >
I inch - 30 ft
1+00
2+00
---�—
•
----STA
1
• - • 1' ,
- 134.14
LOT 42
142
��---OUT
140
BRANDONS RUN
138
140
136
PB 26 PG 252
134
136
132
N/F
I II
II
ILI
KIMBERLY G. COTY
DI/2
STA 1+70.00
TOP OF RIM - 137.10
INV. IN = 135.10
INV. our 135.10
�■r�;��r,��■moi.
��In
�•
ZONE: SR6 N89m'62"1
---__--
1
eo.00
I I
I I
EX MH
1+00
2+00
I
/ 0 0
/ 4
/ -
WV. OUTT - 1 137.10 I
I
\ I
1
145
150
1
1
144
LOT 42
142
144
140
BRANDONS RUN
138
140
136
PB 26 PG 252
134
136
132
N/F
I II
II
128
KIMBERLY G. COTY
DI/2
STA 1+70.00
TOP OF RIM - 137.10
INV. IN = 135.10
INV. our 135.10
DB 2626 PG 226
3713-34-8194
�•
ZONE: SR6 N89m'62"1
n
1
eo.00
I I
I I
EX MH
I
I
pp
3It
INV:129.43'
YIt
I
/ 0 0
/ 4
/ -
WV. OUTT - 1 137.10 I
I
\ I
1
145
150
148
148
144
146
142
144
140
142
138
140
136
138
134
136
132
134
130
132
128
130
3+00 3+19.09
Y
0+00
LOT 41
BRANDONS RUN
i
PS 26 PC 252
CBa4
STA 0+12.75.0�77.10 TOP OF CURB
INV. OUT .13
N/F
RICHARD SIANCIL
DB 2095 PG 109
/
3713-44-1115
ZONE: SR6
n
16 LF
0 0.62NEW FlLL
15' CP
.✓N88'SWIrE 181.42'
/
- Etc. s
rx--s
/ i 13' RCP
i1+
1 9
1A WV. ou. •
17->y'P90
I S / L78.00
WY
C 16
1 ! \
7 II \ I
t � \
( r:
STORM DRAINAGE
PLAN VIEW -L2-
/ W-
1+00
180
148
146
144
142
140
138
136
134
132
130
m
n
2+00
DATE: JULY 2018 PRAECT: 17-296
BARTLETT SCALE(NORZ): CST COD �2PR0 CITY of WILSON WILSON COUNTY
STORM DRAIN BATTS FARM II ` 3D' FIELD BOOK: 343
SEAL ENGINEERING &SURVEYING, PC SCALE(VERn: DRAWN BY: LR/CEP/RF
CONSTRUCTION PLAN SURVEY BY. DAB/wD/Brs201 NORTH CAROLINA ZONE: SR6
ti 1908 NASN STREET NORTH mE: (252) 399-D7D4 — CITY OF WILSON, N C — REVISIONS:
INE���c 9ALSON, N.C. 27893-1726 FAX [phone] PIN / 3713-33-9648 SHEET CP2
/' T S fiA1�,.•°�� LJcules No. C-1551 www.bwU*tLu&com
CBa4
STA 0+12.75.0�77.10 TOP OF CURB
INV. OUT .13
CB
ST 0+47.25
TOP OF CURB = 141.06
INV. IN 136.90
INV. OUT - 136.00
n
16 LF
0 0.62NEW FlLL
15' CP
O O.SBX \
123 LF X 16* Rep
DI/2
STA 1+70.00
TOP OF RIM - 137.10
INV. IN = 135.10
INV. our 135.10
Y :2� M�
n
1+00
180
148
146
144
142
140
138
136
134
132
130
m
n
2+00
DATE: JULY 2018 PRAECT: 17-296
BARTLETT SCALE(NORZ): CST COD �2PR0 CITY of WILSON WILSON COUNTY
STORM DRAIN BATTS FARM II ` 3D' FIELD BOOK: 343
SEAL ENGINEERING &SURVEYING, PC SCALE(VERn: DRAWN BY: LR/CEP/RF
CONSTRUCTION PLAN SURVEY BY. DAB/wD/Brs201 NORTH CAROLINA ZONE: SR6
ti 1908 NASN STREET NORTH mE: (252) 399-D7D4 — CITY OF WILSON, N C — REVISIONS:
INE���c 9ALSON, N.C. 27893-1726 FAX [phone] PIN / 3713-33-9648 SHEET CP2
/' T S fiA1�,.•°�� LJcules No. C-1551 www.bwU*tLu&com

® VEGETATED SHELF WET POND
EMERGENCY SPILLWAY WITH 1" = 15'
TURF REINFORCEMENT MAT
DAM h EMBANKMENT SLOPES
N MTE'T R/A.E)
BERYUOAORASS e0
{/IS -6/19
PERIMETER SHELF
AREA . - ST
4
THX:KwntLa
REORREMENT- W PLANTS/200 SF OF SHELF
vLrNTs REOURm. nm/w0 w . 36{ PLANTS
137.45
PLANT NAME
QTY
SPACING
REQUIRED SIZE
ASCEIFPIAS INCAPNATA (SWAMP MLKNEED)
76
3'
4' POTS
Na9W5 WOONEUS (SARLET ROSE MALLOY)
w
3.3'
V POTS
L09RLA ELONOATA DL (LEAF LOBEUA)
249
1' TO 1.6'
0-
SYSTEM
LL PaoL ¢.. t34.S _________ 1B" RCJ' � TO Dlpt
4" PVC CAP MTH 1'P 6' VEGETATED \
atFK.E HOLE DRILLED 1 9121E (5.6:1)
POND BQLaN a ELEV, 13 _ _ D'. COLLARANTI-SEEP COUR
' - MINIMUM PROJECTION
RD BOTTOM MATH 1.0' SEDIMENT a.EANouT O ELEV. 129' 1.5 FT. OUTSIDE OF PIPE
36"x36" OUTLET STRUCTURE
TOP ELEV- 136.75'
1.0' RECT. WEIR ELEV- 135.75'
INV. IN (4" PVC)
1.0' RECTANE
WDR (ELEV.
FROM STORM 18' RCP
DRAINAGE
.134.5'
INV. OUT (16" RCP) = 134.5"
USE ONLY
NAPAT
M
HIN ITAY A OLL10NMT fOR
/ ACCE95
rx-fo LIMmu.
y ' � rADH
_ L•DK.M9NDL29
WTVIEDGE
KHORVIONIK INDte
BM6AR6 NDT � `��•... -� FROMTBAaEP
SHO"R ��� F11011 THE
DFDLARITY ! ' DULT10a
TKPUTTE)lJ
iXi KUMwLA1HR1s
SPACEOrO.C. a arse
a PAAME
AwFww PIATa FRKIe
4Px4VXT1'AOE
�I-c a•-LA•-r-I-rJ-r•!-a•-L:•-1-P-1-r-Lr-Lr-�1 `�- ALUMINUM
Ar KI
AgateMO O eAa+
toRRrn
PLAN VIEW
B"
6CUARE � 11FTLUG PER FAaRMrOCR
6• %j'AWAQIIIM 70P
--PUT!TE
I
eII•
f I -Xi KU49MIN 6HL9
j �� 6PA(IDIIDRQWTALLY
19" C AS SHOWN
I
I
IT
ACCOYNOOAIESA
I-1' 3SXWL0. FDR
BOTHAr ANDD
A WALL
6.
36'I.D.SOUARE
9eC110NVEYY V aECrIW NEW R
WA111OP SECTION VIEW TwLIaP
It y}p� F'OMONA 3TAIntRDALUMINUMeAR 4ANOLE
PlAI®ROOF TRAM RACK WITH
QUADRANT aE
'- tlfiD,, $ QF 1T1JD11CTB HW®FOR YAMfAY
9 PapNwnuwNrwr AOCE58 TO RTA i6'%28'10.
6 coxcRere11so1 M3mr. a•. aRr
B
4
THX:KwntLa
137.45
1.0' RECTANE
WDR (ELEV.
FROM STORM 18' RCP
DRAINAGE
.134.5'
INV. OUT (16" RCP) = 134.5"
USE ONLY
NAPAT
M
HIN ITAY A OLL10NMT fOR
/ ACCE95
rx-fo LIMmu.
y ' � rADH
_ L•DK.M9NDL29
WTVIEDGE
KHORVIONIK INDte
BM6AR6 NDT � `��•... -� FROMTBAaEP
SHO"R ��� F11011 THE
DFDLARITY ! ' DULT10a
TKPUTTE)lJ
iXi KUMwLA1HR1s
SPACEOrO.C. a arse
a PAAME
AwFww PIATa FRKIe
4Px4VXT1'AOE
�I-c a•-LA•-r-I-rJ-r•!-a•-L:•-1-P-1-r-Lr-Lr-�1 `�- ALUMINUM
Ar KI
AgateMO O eAa+
toRRrn
PLAN VIEW
B"
6CUARE � 11FTLUG PER FAaRMrOCR
6• %j'AWAQIIIM 70P
--PUT!TE
I
eII•
f I -Xi KU49MIN 6HL9
j �� 6PA(IDIIDRQWTALLY
19" C AS SHOWN
I
I
IT
ACCOYNOOAIESA
I-1' 3SXWL0. FDR
BOTHAr ANDD
A WALL
6.
36'I.D.SOUARE
9eC110NVEYY V aECrIW NEW R
WA111OP SECTION VIEW TwLIaP
It y}p� F'OMONA 3TAIntRDALUMINUMeAR 4ANOLE
PlAI®ROOF TRAM RACK WITH
QUADRANT aE
'- tlfiD,, $ QF 1T1JD11CTB HW®FOR YAMfAY
9 PapNwnuwNrwr AOCE58 TO RTA i6'%28'10.
6 coxcRere11so1 M3mr. a•. aRr
B
TRASH RACK
NO SCALE
DRAI RAGE NAGE BAST N SUMMARY �
STORM EVENT PREOEVELOPEMENi POSTW/O SCM POSTWITH SCM SCM WS EL
1 -YR 10.7CF5 13.7 CF5 6.3 CFS 136.01
2 -YR 14.9 CFS 18ACF5 S.SCFS 136.27
10 -YR 29.1CF5 33.0[FS 22.5 CFS 137.07
25 -YR 39.SCf5 43.4CF5 32.1 CFS
RISER ANTI -FLOATATION BLOCK
ALUMINUM TRASH PAnc
MOUNTED ON STIR.
EL 136.;
a' PVC CAP WITH
1'
ORIFICE HOLE DRILLS
4` PVC STUBBED INT(
(INVERT ELEV.= 1
IRLENOTH � (woni 1 THICNN6I _ D_EPTH_ MBLOCK_6_ N_ EK)1T IDISPLIGD. LENCM r N1D� (THICKNS I PR_ OP. N!f 'REO. N_T1.
( INCH INCH I INCH FT PCS Leh H2O LBB FT FT I INCH LBS L83 I
x _ _) 3e _J 6 1_ z.zs _1 3041647
(_zoe i6a,AD a 4 _s 9284.79 189M _M
REIXIWEEO NEgHTMU6T BE 1109E OFTHE WBCHT CF DISPLAGE0 V8QERj
._.
1. ALL RLL 9015 FOR BERM SECTION SH4L BE CLENI, MAA11FAfiLE MATERIAL AM COARACIEO TO AT LEAST 92X STNlONM PROCTOR MAiaLUM ORI OFIial'!, AT
OPTIMUM YnSReS COHIFHf. NO 9LASTED MATFRwS 9X111 BE USED IN THE FLB400D/fHI CONSIRUCIpN. 6019 9441 Na E%10311 a0I1FICiFFI 91NN%/a�L1
011 OBPFAat CIVRrC1EN6RC5. ON-SIfE /ED1ECIlAI`AL FNaRffli SIWL APPROVE THE 9019 FIXt PIAGLT1Fllf 1TW THE 9FRM 9ECIpN. TI@ CmT[dW
enanm+ SHALL ALSO aPEcn- THE IEmcos TO BE USED FOR PLACEMENTS OF FEl- IF AOORpNK uSFs P1NNIm UPON
A 49W1m9MCRM! UE1aSr199
THE aEOlEnwxEOEA HSPECIFYgnuauAaEFaTHArA00ngwUSE. NALL FWAREAS ofTEBERM, 9 05BTa%.
COLOUam EAOI Ta00 901YFS FEET PER NOMINAL 1001 OF RLL
2 NO T11F28 OF ANY TYPE IMM BE LOCATED OR THE BEIM SECTION.
l FILL PLACEMENT SHNU. NOT IDICEED A MA)IIMUM W LIFT EACH UFT SHAIi. BE =M.1OUS FOR THE ENTIRE LENGTH OF mn1E am9ECIION, ALLIA4UfN1E INTERNE SHALL 9E PFNOIED AND THSURFACE E PROPF1dY PREPARED FOR F11 p1ACfISrLT. BEFORE PlM2LENf OF F91
9FFD® PREPNTAiIaI:
CHISEL. COMPACTED ARIAS AND 9PRFI0 TOPSOIL 3. OEID avat AD,ERSE sol cDN011I0I15. r AVKAas. RP ETKIRE AREA /• o1Tr. REMOVE ALL 1Do9E Roc1c ROBS,
NN 011811 CWSTRUCIION9 LEAVING 9UNFACE REA9o0aLY SMOOTH NCI IAiFORII, APPLY AGRICULTURAL WE r11D FiDI1lREI11 1P6a0LY ILQ MIX MTIN 601L, CONTINUE
IMAGE IRRL A WELL PULKR®, REASONABLY 1MF9R1/ SEEDBED 5 PREPARED 4' TO 6' OW. 9PIFA0 9FID ON iRF9NLY PPEPNIFD 8Em9FD ARD COJEIi 11CRILY
WITH 9EEOYC CaUPNENT OR
OILTPACMEA !PIER 5®wa YnLN MMEOMIELY AFTER SEEM/ AND A11C110R IMICN.
YEOEfA1KN:
UPON OOlAWpI FROM SEOMIXF BASIN. THE SCM SMF]i NKL 6E PW11m AND MY a 511PE4 SEEDm AS PER NCOEa MNNLY- TaP9OE. 91aPP® FROM SIZE TO
BE PIA® BN7( ONTO THE VEGETATIVE alElF D'IARIwOGNA BSL �5Pp10R TO PLANTING.UTARBE USED. NO FERRON 6 TO ED AFID1 M MAL R,V/I916. THE I,VIDSaPE
CONTRACTOR IS RESPoxslaE FOR oETERYINl10 sol lChTe No rtEnm FERTILIZER N'PlxwTwM. AT THE END of THE Fasr YEAR Na raw AFTER THE
9Etorlo TEAR a oFvuTaN, Axr PIAN19 THAT m Mor sumac M15I ee REPVCm W1IN A 9MIAR vARETY NCI PIAO.DIQTr 9r THE I.41O5CAPINO mNIRAGIOR D41
AND mnPEs To BE RE -SEEDED AS NECEssARr,
POND
TOP ELEV 138.5"
1.0' +FREEBOARD
3
1 6' PERIMETER SHELF
:EL -EV -;l35' 4' 7 6
FULL POOL 134.5'
2 T
1 <
POND BOTTOM ®ELEV. 130'
1
BOTTOMT"
O ELEV. 2SIIMF
T
POND X -SECTION
No Scale
TOP ELEV 138.5' TOP ELEV 138.5'
1 1.�+FREEB�DARD
1 3
3 NRF REINFORCEMENT MAT
(NORTH AMERICAN GREEN SC -250)
EMERGENCY SPILLWAY ELEV 137'
EMERGENCY SPILLWAY X -SECTION
No Scale
PR9N]PK SP
ILLWAY
APPaoVEG wATERnart As911wLEs FOR ALL PIPE ca9lEcnoNs
PLA¢ BARREL AIW AL9ER OA f110t EVOV FOUNDATION. w5TN1 ANY-9EEP COLLAR(5) a1017LY DOWNSTREAM OF DW tErRETtI1NE
(MINIMUM PRo4Ecnar 1.5 FT.).
Pug MOST. aArEr, xa6(AwE sal NiOR10 PPE AND NLn-SEEP colL.ws DD Nm usE PFRNO1s IUTEPoK 5ua AS SAND,
OUNL, at SILT COMPACT hwCN LAYERS K 501" BY NANO, UNDER AND ARn%ID PRE AND COLLARS TO AT LEAST 1X2 OER9TY
OF FOUNOAtla1 SOL AAaO RA6H16 PPE FROM PENT CONTACT TEM FOUNDATION
WIRE CONPACTalO MAIF/6K WVaA PPE
NA1wO1ES
COVFA PPE TO A DEPTH OF t R. MINIMUM OF RAMI -COMPACTED 9ACNFLL B6nS CR039N0 IT 11IFII1 WIISIRUCTION EQUIPMENT
WET RETENTION POND &RISER SECTION
No Scale
DATE: JULY 2018 PROJECT. 17-288
CDENT CODE: 1VOBPRO
/'�i•=•.. BARTLETT scuE(NORz�b GAnnLE:ns9esPs CITY OF WILSON WILSON COUNTY
STORMWATER BAITS FARM II ='° FIELD 80OK° 3,3
M ENGINEERING &SURVEYING, PC scALE(vERT), DRAWN BY: lA/DfP/flf
201W 5, suRvaY BY. DAB, HMO. ens NORTH CAROLINA ZONE: SR6
7906 NASN STREET NORTH TELE: [phone] CONTROL MEASURE
FAX [phone] -CITY OF WILSON, NC - REVISIONS:PIN � 3713-33-9848 SHEET CP3
•�?faC1M-�' hv,�•0
WILSON,
4
THX:KwntLa
TRASH RACK
NO SCALE
DRAI RAGE NAGE BAST N SUMMARY �
STORM EVENT PREOEVELOPEMENi POSTW/O SCM POSTWITH SCM SCM WS EL
1 -YR 10.7CF5 13.7 CF5 6.3 CFS 136.01
2 -YR 14.9 CFS 18ACF5 S.SCFS 136.27
10 -YR 29.1CF5 33.0[FS 22.5 CFS 137.07
25 -YR 39.SCf5 43.4CF5 32.1 CFS
RISER ANTI -FLOATATION BLOCK
ALUMINUM TRASH PAnc
MOUNTED ON STIR.
EL 136.;
a' PVC CAP WITH
1'
ORIFICE HOLE DRILLS
4` PVC STUBBED INT(
(INVERT ELEV.= 1
IRLENOTH � (woni 1 THICNN6I _ D_EPTH_ MBLOCK_6_ N_ EK)1T IDISPLIGD. LENCM r N1D� (THICKNS I PR_ OP. N!f 'REO. N_T1.
( INCH INCH I INCH FT PCS Leh H2O LBB FT FT I INCH LBS L83 I
x _ _) 3e _J 6 1_ z.zs _1 3041647
(_zoe i6a,AD a 4 _s 9284.79 189M _M
REIXIWEEO NEgHTMU6T BE 1109E OFTHE WBCHT CF DISPLAGE0 V8QERj
._.
1. ALL RLL 9015 FOR BERM SECTION SH4L BE CLENI, MAA11FAfiLE MATERIAL AM COARACIEO TO AT LEAST 92X STNlONM PROCTOR MAiaLUM ORI OFIial'!, AT
OPTIMUM YnSReS COHIFHf. NO 9LASTED MATFRwS 9X111 BE USED IN THE FLB400D/fHI CONSIRUCIpN. 6019 9441 Na E%10311 a0I1FICiFFI 91NN%/a�L1
011 OBPFAat CIVRrC1EN6RC5. ON-SIfE /ED1ECIlAI`AL FNaRffli SIWL APPROVE THE 9019 FIXt PIAGLT1Fllf 1TW THE 9FRM 9ECIpN. TI@ CmT[dW
enanm+ SHALL ALSO aPEcn- THE IEmcos TO BE USED FOR PLACEMENTS OF FEl- IF AOORpNK uSFs P1NNIm UPON
A 49W1m9MCRM! UE1aSr199
THE aEOlEnwxEOEA HSPECIFYgnuauAaEFaTHArA00ngwUSE. NALL FWAREAS ofTEBERM, 9 05BTa%.
COLOUam EAOI Ta00 901YFS FEET PER NOMINAL 1001 OF RLL
2 NO T11F28 OF ANY TYPE IMM BE LOCATED OR THE BEIM SECTION.
l FILL PLACEMENT SHNU. NOT IDICEED A MA)IIMUM W LIFT EACH UFT SHAIi. BE =M.1OUS FOR THE ENTIRE LENGTH OF mn1E am9ECIION, ALLIA4UfN1E INTERNE SHALL 9E PFNOIED AND THSURFACE E PROPF1dY PREPARED FOR F11 p1ACfISrLT. BEFORE PlM2LENf OF F91
9FFD® PREPNTAiIaI:
CHISEL. COMPACTED ARIAS AND 9PRFI0 TOPSOIL 3. OEID avat AD,ERSE sol cDN011I0I15. r AVKAas. RP ETKIRE AREA /• o1Tr. REMOVE ALL 1Do9E Roc1c ROBS,
NN 011811 CWSTRUCIION9 LEAVING 9UNFACE REA9o0aLY SMOOTH NCI IAiFORII, APPLY AGRICULTURAL WE r11D FiDI1lREI11 1P6a0LY ILQ MIX MTIN 601L, CONTINUE
IMAGE IRRL A WELL PULKR®, REASONABLY 1MF9R1/ SEEDBED 5 PREPARED 4' TO 6' OW. 9PIFA0 9FID ON iRF9NLY PPEPNIFD 8Em9FD ARD COJEIi 11CRILY
WITH 9EEOYC CaUPNENT OR
OILTPACMEA !PIER 5®wa YnLN MMEOMIELY AFTER SEEM/ AND A11C110R IMICN.
YEOEfA1KN:
UPON OOlAWpI FROM SEOMIXF BASIN. THE SCM SMF]i NKL 6E PW11m AND MY a 511PE4 SEEDm AS PER NCOEa MNNLY- TaP9OE. 91aPP® FROM SIZE TO
BE PIA® BN7( ONTO THE VEGETATIVE alElF D'IARIwOGNA BSL �5Pp10R TO PLANTING.UTARBE USED. NO FERRON 6 TO ED AFID1 M MAL R,V/I916. THE I,VIDSaPE
CONTRACTOR IS RESPoxslaE FOR oETERYINl10 sol lChTe No rtEnm FERTILIZER N'PlxwTwM. AT THE END of THE Fasr YEAR Na raw AFTER THE
9Etorlo TEAR a oFvuTaN, Axr PIAN19 THAT m Mor sumac M15I ee REPVCm W1IN A 9MIAR vARETY NCI PIAO.DIQTr 9r THE I.41O5CAPINO mNIRAGIOR D41
AND mnPEs To BE RE -SEEDED AS NECEssARr,
POND
TOP ELEV 138.5"
1.0' +FREEBOARD
3
1 6' PERIMETER SHELF
:EL -EV -;l35' 4' 7 6
FULL POOL 134.5'
2 T
1 <
POND BOTTOM ®ELEV. 130'
1
BOTTOMT"
O ELEV. 2SIIMF
T
POND X -SECTION
No Scale
TOP ELEV 138.5' TOP ELEV 138.5'
1 1.�+FREEB�DARD
1 3
3 NRF REINFORCEMENT MAT
(NORTH AMERICAN GREEN SC -250)
EMERGENCY SPILLWAY ELEV 137'
EMERGENCY SPILLWAY X -SECTION
No Scale
PR9N]PK SP
ILLWAY
APPaoVEG wATERnart As911wLEs FOR ALL PIPE ca9lEcnoNs
PLA¢ BARREL AIW AL9ER OA f110t EVOV FOUNDATION. w5TN1 ANY-9EEP COLLAR(5) a1017LY DOWNSTREAM OF DW tErRETtI1NE
(MINIMUM PRo4Ecnar 1.5 FT.).
Pug MOST. aArEr, xa6(AwE sal NiOR10 PPE AND NLn-SEEP colL.ws DD Nm usE PFRNO1s IUTEPoK 5ua AS SAND,
OUNL, at SILT COMPACT hwCN LAYERS K 501" BY NANO, UNDER AND ARn%ID PRE AND COLLARS TO AT LEAST 1X2 OER9TY
OF FOUNOAtla1 SOL AAaO RA6H16 PPE FROM PENT CONTACT TEM FOUNDATION
WIRE CONPACTalO MAIF/6K WVaA PPE
NA1wO1ES
COVFA PPE TO A DEPTH OF t R. MINIMUM OF RAMI -COMPACTED 9ACNFLL B6nS CR039N0 IT 11IFII1 WIISIRUCTION EQUIPMENT
WET RETENTION POND &RISER SECTION
No Scale
DATE: JULY 2018 PROJECT. 17-288
CDENT CODE: 1VOBPRO
/'�i•=•.. BARTLETT scuE(NORz�b GAnnLE:ns9esPs CITY OF WILSON WILSON COUNTY
STORMWATER BAITS FARM II ='° FIELD 80OK° 3,3
M ENGINEERING &SURVEYING, PC scALE(vERT), DRAWN BY: lA/DfP/flf
201W 5, suRvaY BY. DAB, HMO. ens NORTH CAROLINA ZONE: SR6
7906 NASN STREET NORTH TELE: [phone] CONTROL MEASURE
FAX [phone] -CITY OF WILSON, NC - REVISIONS:PIN � 3713-33-9848 SHEET CP3
•�?faC1M-�' hv,�•0
WILSON,
N.C. 27893-1728
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I WIDTH: 57'
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SYWLFIN .: j(+a_ A. d<',^7,4 576 9.0120 2 OM 3 138 6.08 0.33 1 621 8.76 4.92 034 Y® YES JUII IkT
ROCK CHECK DAM
SEDIMENT &EROSION
ENGINEERING & SURVEYING, PC
ISM NASH STREET NORM TELE;
[phone]
CONTROL PLAN
YALSON, N.C. 27893-1726 FAX:
[phone]
Lkwse No. C-1551 www.bartlettu6.coTn
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EROSION CONTROL LEGEND
ELEv- -
- COSTING CONTOUR
EIEv-
PROPOSED CONTOUR
LIMITS OF DISTURBANCE
-0--0- TREE PROTECTION FENCE
-X -X - SAT FENCE
1--1
INLET PROTECTION
-- IVB.
_ - 1 m.m
TEMPORARY SEDIMENT BASIN/
TEMPORARY SKIMMER BASIN
SNNLE111 I NO KJTFI 674 10.01201 2 1 OJS 1 3 1 4.00 1 7.09 1 037 1.91 670 734 0.71 1.10 OA6
CONSTRUCTION ENTRANCE/E)OT
tav DEeIDN BTLTRM
DISSIPATOR PAD
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SYWLFIN .: j(+a_ A. d<',^7,4 576 9.0120 2 OM 3 138 6.08 0.33 1 621 8.76 4.92 034 Y® YES JUII IkT
ROCK CHECK DAM
T9pOMFH OVBVM'A' 3360 0.76 010 7.64 1.17 0.0100 0 011 3 0.66 916 0.17 L05 1.17 2,151012 I NO YES .63EIET
RPRAP LINED PLUNGE POOL
LOCATION MAP
NO SCALE
DISTURBED AREA - 3.0 AC.
CONSTRUCTION SEQUENCE:
1. -- RAN ARM- BEFORE STAN.. PROJECT. HO - TO SE DONE ON 4E .. TIS
SEDIMENTATION AND EROSION EONTROL PIAN HAS BEEN APPROVED AND PERMIT AODUi- RISER
STRUCTURES AND 9AM MUST DE ON SITE BEFORE THE MADNG PERMIT 6 ISSUED, A
PRECaHs1MUTKN CDEFJIENCE MAY BE REanED eEFGE ANY WORN BEGINS, .711Y THE Ott a
W'SON EPOS OM COMNCL SPEGAUST (MME HO AH) WERE WORK BEGENS AT PHONE NUMBER
2]2-190-3131.
2. INSTALL APPLICABLE EES CONTROL MEA9NCS MOR TD ONSET OF ANY VAD DISTU -
(NcwGNc DEM-) A - Y" --y MNW/7LAG UNITS OF LSn .-
3. INSTALL -TR-TION ENTRANCE. SET FENCE. AND SET FENCE LTaATS AT LOW POINTS
AECCatONG To PLANS INC AS NEEDED, W7 FENCE ARID TREE PPDTEC110N FENCE WV SE
N
ISTALLED 1-1 THE PERWEE0.
a. CONSRIUCf TEMPORARY SFDWENT BASIN MM SAM,13 INCLUDED OUTLET BLOKES PEES, SIWMEP,
SYIALE MM (m. DAM As SHOYN.
S. BEGIN CONSIINCl10N M SERMS AND INATER .-CHANNELS PROVIDE TFMPONMY ONWND
TIN
COVER/MATFOR GVERSONs MIEH BURT. INSTALL DIECK DAMS N NWRSIOHs.
6. BEGIN ROVON GRADING
ALL WT ANO F61 SLOPES IS TO BE AT LEAST 3:1 SLOPE.
9. PURNETER AREAS AND WT AND SILL SLOPES BEATER THAN It MLL BE STMR12Eo wTHN 7
DAYS OF ANY PHASE OF GRADING
GROUND STMIUZATION N 14 DAYS ON OTHER MEAS.
d STREETS N FRNR OF THE PROECT MILL SE KEPT CLEAN AT .LLL TONES OR A WASH STATION
MILL K REQUIRED.
7. BEAN INSTALLATION OF UTUTES AND STOW DRNHAGE SYSiBJ INSTALL AND MAINTAIN STORM
DRAIN UNDER GON XIDON DENCE AT END OF DAY ON ONSET DF RAIN. USE BLOCK AND GRAVEL
DEICE OR AOOPTARE AL -AY..
B. C. NUE GRADNO AND INSTALLATION DF LURE AND LITTER.
B. RIN TENPGiARY NvEGSOIS AND ROCK CHEM DAIS. GRACE MEAS TO FINAL DESICH FIEVATI(N
AND STABILIZE PROPERIY.
10. PR- TEMPORARY SEEDING AND STABMIZE ALL MEAS TO W VEGETATED.
11, AFTER UPLAND MEAS HAVE BEFN sTAIIUZED. SEWIWATER DRAINAGE PIPES TO BE CLEANED,
REMOVE 9AME5, 90AINETt AND ACCUMULATED SEDIMENT N THE BASIN ANO DRAM TO POND DESION
OMENSIONG
I2. SMOOTH AREA TD MEED MM AOJOIWNG A1EA9 AND STAB.- PROPS 1 REMOVE ALL
TEMPORARY MEAARES ONLY AFTER AN NSRED M FRDM THE OTT O MMSOFL
t1 ALL APRICAELE E" CONTROL MEASURES NE TO REMAIN AND BE PROPERLY MA•NTMEC TNM A
NDORWS STAND OF PERMMERR WOETATI N 6 ESTABUFIFD AT THE END OF TI[ 001,11 RGI
OF THE Po0.XCT.
BATTS FARM II
- CITY OF WILSON, NC -
DATE JULY 2018 PROJECT; 17-295
CLIENT CODE: W(BPRO
SCALE(HORZ); CADFLF-17298SP2
1 FIELD BOON: 343
SCALE(VERT); DRAWN BY: LR/CEP/RF
SURVEY BY: DA9/HMO/BJS
REVISIONS:
CITY OF WILSON WILSON COUNTY
NORTH CAROLINA ZONE: SR8
PIN $ 3713-33-9848 SHEET CP4
DITCH CALCULATIONS -FULLY VEGETATED CHANNELS
taYEAR DESIGN STORM (n VALUES OBTAINED FROM CHART 41T5e OF Tif NC ER0810N ANOSBOBIENT EX)NiROL PLANNING A_ ND DEB MANUAL
- _
- -I _ r
Hit {I iaiVfflrH
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T.FL
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_ - 1 m.m
SNNLE111 I NO KJTFI 674 10.01201 2 1 OJS 1 3 1 4.00 1 7.09 1 037 1.91 670 734 0.71 1.10 OA6
DITCH CALCULATIONS
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luGTUN DM64A pNONl9E RE40FF MNFALL PHLOW DIQI FLOW 60E YAEfi® DM -I.MI i ACRML 7°P &BIR F'84A TB,P. TBIDMR/.-.
AREA 1PYEAR FLAW SLOFE WOM DEPTH SLOE M81 PBaETHt MOE16 VB- PAarY STRi86 1288 UNB4 UNEINPE_
--- 6CIFf. ANDEe OPER O - E e- M A P- R V D w n vin 3i PLOLI®
SYWLFIN .: j(+a_ A. d<',^7,4 576 9.0120 2 OM 3 138 6.08 0.33 1 621 8.76 4.92 034 Y® YES JUII IkT
'9BEFULLY VB3ETATB)6WAlFCALO3AT10I6 FCRPBSM/8If LE82Il816
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BATTS FARM II
- CITY OF WILSON, NC -
DATE JULY 2018 PROJECT; 17-295
CLIENT CODE: W(BPRO
SCALE(HORZ); CADFLF-17298SP2
1 FIELD BOON: 343
SCALE(VERT); DRAWN BY: LR/CEP/RF
SURVEY BY: DA9/HMO/BJS
REVISIONS:
CITY OF WILSON WILSON COUNTY
NORTH CAROLINA ZONE: SR8
PIN $ 3713-33-9848 SHEET CP4

PLAN VIEW
GRAVEL DROP MET PROTECT50H
CONSTRUCTION 8PEQFRlkTION
Dm w
BLOCK GRAVEL DROP (INLET
(GRAVEL DONUT)
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CROSS-SECTION VIEW
4
S FE -SWU T -2-0 _F —A _WT 01
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CITY of WILSON
LSI!N.
CITY of WI N -C. .3jR
ISC!
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MER
CITY of N.C. =2=1
P.
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SKIMMER SEDIMENT BASINS
BLOCK & GRAVEL
BAFFLE I.mr&
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STABILIZING
(UNDER 10 ACRES)
IN LET PROTECTION
INLET PROTECTION
I DETAIL F"-zw.7- -m,
i DETAIL
149,
I CHANNELS
DATE: JULY 2018 PROJECT: 17-298
CLIINT CDOE:'111B RO
BARTLETT SCALE(HORZ 40' B'1729 642 CITY OF WILSON WILSON COUNTY
FIELD BOOK.
SEALENGINEERING & SURVEYING, PC BATTS FARM 11 SCALE(VERT): DRA - LR/CEP
2M06 1900 NASH STRM NORTH TELE: [phone] DETAILS SUR VET BBYY. NORTH CAROLINA ZONE: SR6
11 VALSON, N.C. 27893-1726 FAX: [phone] - CITY OF WILSON, NC - REIASIONS:
Lklmse No. C-1551 www.bcrtiettu&com PIN # 3713-33-9848 SHEET DT1

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NOTES
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2. -A.I.- -IA.- ­­. ­­ 1,y CII, .1 .1- C" D..I­r of Wel.r
PS . 16 ..,.I..d
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e. N.F.
P.- CIM!S!TEIIIN, N.C.CITY
of WILSON, N.C.ITY
H M?,tjTLSON, N.C.NCP..
of WILSON, N.C. 'S1
CONCRETE CURB GUTTER
FORCE MAIN 8, WATER AIN 1
118"ALVE
STANDARD SCREW
STANDARD WATER TAP DETAIL A"N'
STANDARD 11- DOMESTIC WATER
ARD HYDRANT SETTING
AND CURB WITH GUTTER
PIPE LAYING CONDITION S
V BOX DETAIL
(1-, 1 1/2", 11, 2- TAPS)
INSTALLATION :7'.
s GUTTER WISIDEWALK)
MANHOLE ACCESS STAMP
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OR Sl_..
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CONNECTION DETAIL
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NOTES
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AT
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FRAME
NOTES -1. APP -1. E..
f. W
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p.11- 57 11- Z p1p. '­­
'APPLICATION
o All M Ce I. be tlemnlic mode.
Wallop 1. . -1 -To Ill-
is -11. / T., 1-5-
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I-
WILSON, N.C.
A-- c1mal.
TYPICAL CATCH BASIN
CITY of WILSON, N.C.
TYPICAL CATCH BASIN -ANr,=
CITY of WILSON, N.C. !Ma
.ovaCITY
al
of WILSON, N.C.
TY of WILSON,
C1
N.C. CITY or WILSON, N.C.
CURB INLET WITH H 00D_
I CURB INLET WITH HOOD
CUSTOM STAMP ON
STORM DRAINAGE STRUCTURES I 19'ht.
STANDARD CATCH BASIN ASSEMBLY
FRAME & GRATE
TYPICAL PVC SEWER LATERAL,
CLEANOUT, AND TAP
- TYPICAL PVC SEWER LATERAL, jm
CLEANOUT, AND TAP
ONSITE CONCRETE WASHOUTTYPE a
W;&nLL-r
TO PLAT AREA Ill No oarimm clomilm PIPE O1JnUFr TO VVELL-DEFINED CHANEL
STRUCTURE WITH LINER
IPP ­
u
All. I
AT.
PLAN YEW PLAN VIEW
ELM T ­
BELOW ORADVAMtrr STRUCTURE d
SECTION A -A SECTION 9 - 8
=_ P
N -
ME—
TOP OF
D
OUTLET PROTECTION .-PPEDImom _Al
PROS wANn
NO SCALE
CONSTRUCTleION SPECIRCATIONRm :
lls
aat
_T­
'=Il
LT_r
A -*C'
EL68 1AWMAl
ABOVE ORAOE WASHOUT STrUNTUME'
SEAL
BARTLE-rr
ENGINEERING & SURVEYING. PC
DETAILS
BATTS FARM 11
DATE: JULY 2018
PROJECT: 17-226
CLIENT CME:
CADIFILL YX*PRD
FIELD 0":
DRAVIN By'. LR/CEP
SWURVEY ew
CITY OF WILSON WILSON COUNTY
SCALE(HORZ):
SCALE(VERT):
NORTH CAROLINA ZONE: SR6
1906 NASH STREET NORTH TELL (252)30-0704
WLSON, N.C. 27893-1726 FAX' [phone]
CITY OF WILSON, NC -
a�flSIONS:
PIN # 3713-33-9848 SHEET DT2
License NaNO, C-1551 www.butletLue.cm