20010822 Ver 1_COMPLETE FILE_20010601

Rivers
&?A.ssociates,
I!1
E ee
Mr. Steve Mitchell
NCDENR Division of Water Quality
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
Re: Herritage Commons
Tarboro, North Carolina
Dear Mr. Mitchell,
ngm
Planne
( Surveya
May 25, 200t k
Attached are seven copies of the plans, Preconstruction Notification, and drainage
calculations for the above referenced project. Also included is a check for the submittal
fee in the amount of $200.
The plans have been revised per our meeting, which included you, Bob Zarzecki, and
myself, on May 10.
Please review the plans and contact me with any comments or revisions necessary.
Thanks to you and Bob for your assistance on this project.
Sincerely,
Rivers and Associates, Inc.
Eric Frank, PE
Cc: Don Thiede, Herritage, LLC
Bob Zarzecki, DWQ
107 East Second Street, Greenville, NC 27858 • Post Office Box 929 • Greenville, NC 27835 • (252)752-413
E-mail: [e-mail]
OF wATFi4 Michael F.
G
Uj ?r William G. Ross, Jr., SE
y Department of Environment and Natural Re,
p `C Gregory J. Thorpe, Ph.D., Acting I
Division of Water
September 18, 2001
Heritage Commons, LLC
PO Box 277
Kinston, NC 28502
Subject: Stormwater Wetland
Heritage Commons
Edgecombe County, NC
DWQ# 010822
Dear Madame/Sir:
This Office is in receipt of the plans dated September 18, 2001 for the stormwater management ponds
at the subject facility prepared on your behalf by Rivers and Associates and submitted to the Division on
September 18, 2001. Staff from the Wetlands Unit reviewed the plans and found thorn acceptable. Please note
that this approval shall not be construed as an approval of the dam design for Dam Safety purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Sincerely,
.- o ey ?-
Wetlands Unit Supervisor
cc: Mr. Todd St. John, Wetlands Unit
Raleigh Regional Office
File
Eric Frank, Rivers and Associates, PO Box 929, Greenville, NC 28735
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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
?QF N A TF9P Michael GF. Ea
over
f j r William G. Ross, Jr., Secreta
> Department of Environment and Natural Resource
O `C Gregory J. Thorpe, Ph.D., Acting Directo
Division of Water Quality
September 18, 2001
Memorandum To: John Dorney
From: Todd St. John
Subject: Heritage Commons
Edgecombe County
DWQ# 010822
I have reviewed the subject plans for a stormwater extended wet detention wetland and found
them to be adequately sized and designed for pollutant removal purposes. A? such, I recommend that
we approve the plans.
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)
919-733-1786 (phone), 919-733-6893 (fax), htti)://h2o.enr.state.nc.us/ncwetlands/
SEP-18-2001 TUE 02:41 PM RIVERS & ASSOCIATES FAX NO, 2527523974
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)07 East Second Strcet • Oo.5t Office Box 939 • Greenville, North Carolina 27$35 ¦ (250752.4135. 1,AX (252)75-3971
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SEP-18-2001 TUE 02;42 PM RIVERS & ASSOCIATES FAX NO, 2527523974 P, 02
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Project No. DWQ Heritage Commons
Project Name: 010822
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations #VALUE! average depth status
Bottom of Basin (ft) 71.6
Permanent Pool (ft) 74.6 3 ft. depth ok
Temporary Pool (ft) 76.6 2 ft. depth ok

areas
Permanent Pool SA (sq ft) 57467 47935 sq. ft. ok
Drainage Area (ac) 59.1
Impervious Area (ac) 26.004 44.0%
-
volumes
Permanent Pool (cu ft)
Temporary Pool (cu ft) 120565 95682 cu. ft. ok
Forebay (cu ft) #VALUE! % #VALUE!
other parameters
SA/DA 0 1.86
Orifice Diameter (in) 5 0.66 cfs drawdown -
Design Rainfall (in) 1 2.1 day drawdown ok
Linear Interpolation of Correct SA/DA ***
010 Impervious
Next Lowest 40
Project Impervious 44.0
Next Highest 50
3 ft. Permanent Pool Depth
SA/DA from Table
1.73
1.86
2.06
SEP-17-2001 MON 11,39 AM RIVERS & ASSOCIATES FAX NO, 2527523974 P. 01
Rivers
ssociates,
Engineers
Planners
Sttrvoyors
FAX NO, [phone]
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DATE: C I ` ?7 o I TIIVTI; S) NT:
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FROM: SUBJECT: 6r, '"w
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The following items are being faxed. ;Number of pages including transmittal sheet:
___4'For Your Comments/Approval For Your hiformation I
Per Our Conversatlon Per Your Request
Please Advise
I
Please Call
Would Like To Dl=ss Please handle
HARD COPY SENT;
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Federal Express _ No Hard Copy Sent
Other ?I
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MAKE SUGGESTI
O
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]+.tnail; t•ivcr•sC?;„rec:nvillene.eonl
SEP-17-2001 MON 11;41 AM RIVERS & ASSOCIATES FAX NO. 2527523974
Herritatge Commons
Tarboro, North Carolina
Stormwater Wetlands
P.
09!17/2001
Calculated y; EJF
Checked v: JDV
a(1(Otlend CB&i1atlan% I Lila Syn?,j & Governing E-qu.2tlQra
Total Drainage Area 59.10 ac TA
Building Area 4.00 ac SA
Green Area 33.20 ac GA
Parking Area 21.90 ac PA
Percent Impervious 44% I^(TA-GA)*1001TA
Surface Area/Drainage Area % 1.86 % SA/DA
Permanent Pool Surface Area Req'd 47884 sq ft SA/DA*TA*43560/100
Rv 0.44 in./in. 05+.009(1)
Approximate runoff volume for
1" Storm 96342 cubic ft V=(Design Rainfall)(Rv)(TA)
Permanent Pool Surface Area Provided 07467 sq 1t PSA (from CAD)
Surface Area 2' Above P.P. Surface 63088 sq ft SA2 (from CAD)
Appx. Design Storage Depth F?eq'd (1" Storm) 1.58 ft DSD=[2/(PSA*SA2))V
Permanent Pool Elevation 74.60 ft (from site plan)=PPS
Design Storage Elevation 76.60 ft (from site plan)-DSE
Top 13anK Elevation 79.00 ft (from site plan)
Design Storage Depth Provided 2.00 DSDP;=DSE-PPE
Design Pool Surface Area 63098 sq ft DPSA (from CAD)
Design Storage Provided 120565 DS=DSDP*(PSA+Dr$A)12
Drawdown Outlet Size
Area (2 day drawdown) 23.46 sq in A2=(Q/Cd)/(29h)^.5
where O=DS/time, Cd=.60, hm:DSD/2
tirne=172800 seconds (2 days)
Diameter Of Orifice (2 day drawdown) 5.47 in D2=2*(A2/PI)^.5
Area (5 day drawdown) 9.39 sq in A5=(Q/Cd)/(2gh)^.5
where Q=DS/time, Cd=.60, h=DSD/2
time=432000 seconds (5 days)
Diameter Of Orifice (5 day drawdown) 3.46 in D5=2-(A5/P1)".5
Final Orifice Diameter 5,00 in
SEP-17-2001 MON 11:40 AM RIVERS & ASSOCIATES FAX NO, 2527523974 P. 02 j
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SEP-17-2001 MON 11;41 AM RIVERS & ASSOCIATES
RIVERS & ASSOCIATES, INC.
Engineers/Pla n ners/Surveyors
107 E. 2nd Street P.Q. Box 929
GREENVILLE, NORTH CAROLINA 27835
opft (252) 7524135 FAX [phone]
FAX NO. 2527523974 P. 04
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PASIL12M I (S,NkUuNS12I;r1 jf"Wry
WA
T pG
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September 13, 2001
Mr. Eric Frank, PE
Rivers and Associates
PO Box 929
Greenville, NC 28735
Dear Mr. Frank:
Michael F.
William G. Ross, Jr., SE
Department of Environment and Natural Re;
Gregory J. Thorpe, Ph.D., Acting I
Division of Water
Subject:
Heritage Commons
DWO Project No. 010822
Edgecombe County
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that add
information is necessary to complete the technical review process. The required additional information is as follows:
1. Pump
Please specify the use of the proposed permanent pool draw down pump on the plans or the Operation and
Maintenance Agreement.
Drainage Area
As we discussed today, the stormwater extended detention wetland must be sized to treat the entire area
to it. The offsite stormwater can be bypassed or the wetland can be sized to accommodate the entire drai
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 7
9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and other
documents and information can be downloaded from the Wetlands Unit web site at
http://h2o.ehnr.state.nc.us/ncwetiands/.
Sincerely,
cc: Raleigh Regional Office
File
Todd St. John, PE
Environmental Engineer
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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
area.
Re: Heritage Commons 010822, Edgcombe
Subject: Re: Heritage Commons 010822, Edgcombe
Date: Thu, 13 Sep 2001 11:07:37 -0400
From: Steve Mitchell <steve.mitchell9ncmail.net>
To: "Todd St. John" <[e-mail]>
That is correct. If he wanted to mitigate for his impervious impacts only,
he could by pass stormwater from offsite.
"Todd St. John" wrote:
> Re: Heritage Commons 010822, Edgcombe
> Eric Frank of Rivers associates indicated that you had informed him that
> he could design an extended detention wetland for the subject project
> for 27 acres of onsite drainage instead of the actual drainage area
> draining to the wetland which is about 70 acres. I figure that you never
> told him such a thing and that he just misunderstood.
> Please advise, todd
I of 1 9/1$/01 11:19 AM
Heritage Commons 010822, Edgcombe
Subject: Heritage Commons 010822, Edgcombe
Date: Thu, 13 Sep 200109:28:33 -0400
From: "Todd St. John" <[e-mail]>
Organization: DWQ Wetlands Unit
To: "steve.mitchell" <[e-mail]>,
"bob.zarzecki" <[e-mail]>
Re: Heritage Commons 010822, Edgcombe
Eric Frank of Rivers associates indicated that you had informed him that
he could design an extended detention wetland for the subject project
for 27 acres of onsite drainage instead of the actual drainage area
draining to the wetland which is about 70 acres. I figure that you never
told him such a thing and that he just misunderstood.
Please advise, todd
Todd St. John, P.E.
Environmental Engineer II
DWQ I
Wetlands Unit
I of 1 9/1310 9:42 AN
Rivers
&ssociates,
II' hiK
August 31, 2001
Mr. Todd St. John, PE
NCDENR
Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

SEP 5
E,ngit tiers
11110ners
Survivors
Re: Herritage Commons z_
DWQ Project No. 010822
Edgecombe County
Dear Mr. St. John,
This letter is in response to your review of the Herritage Commons stormwater wetlands
dated August 10, 2001.
Your continents have been addressed as follows.
1. Permanent Pool
The drawing has been revised to show the areas of the permanent pool that are in the
range of 0"-9" deep and 9"-18" deep. The contours were modified slightly to obtain
the ideal depth distribution described in the "Stormwater Best Management Practices"
manual. Approximately 35.6 % of the permanent pool area is 0"-9" deep and
approximately 34.7% is 9"-18" deep. In addition, the micropool and forebay account
for the remaining 30%, divided approximately equally.
2. Draw Down Orifice Outlet
The draw down is controlled by a 4" hole drilled in an 8" cap on the end of the 8"
pipe. Please see the Low Flow Orifice and Support detail on sheet 5 of the plans.
3. Emergency Drain
An emergency drain has been added to the plans. Please see the Stormwater Wetlands
i
Outlet Structure detail on sheet 5. The drain is limited as to the amount of water it
can draw down by the elevation of the bottom of the outlet structure, that is, in turn,
controlled by the invert of the culvert crossing the road. Any emptying of the
wetlands beyond that would have to be done with a pump. Calculations have been
II
I
i
i
107 East Second Street. Greenville. NC 27858 • Post Office Box 929 • Greenville. NC 27835 • [phone] • FAX [phone]
I?-maul: [e-mail]
Rivers
I:naincers / Planners / Surveyors • Greenville, North Carolina
&Associates,
Inc.
/1t1 enclosed to show that the dram will draw down the volume between the top of the
box and the permanent pool elevation within 24 hours.
4. Planting Plan
The list of recommended wetland plants from the Stormwater Best Management
Practices manual is shown on sheet 5 of the plans. As we discussed on the phone
August 20, 2001, the planting plan will initially involve volunteer growth. The area
the constructed wetlands is being placed in currently has some natural wetland
growth. This area will be stripped and stockpiled. The proposed wetlands will be
lined with the stockpiled topsoil. Sufficient volunteer growth is expected to vegetate
the proposed wetlands. If after one year the area is not sufficiently vegetated the
wetland plants shall be augmented with those from the list.
5. Drainage Area
The majority of the on site runoff will be captured in stormwater drains that empty
into the ditch leading to the stormwater wetlands. Some runoff will run through the
reforested wetlands to enter the ditch. The outlets of the storm drains are protected
with energy dissipaters. A map is attached showing the drainage areas feeding the
stormwater wetlands. The wetlands is sized to treat on site drainage areas only (not
contributing off site areas), as agreed to in the May 10th, 2001 meeting between Steve
Mitchell, Bob Zarzecki, and myself (minutes attached). Any volume of water beyond
that which would equal the 1" storm on the site essentially bypasses the wetlands by
going into the box or over the spillway.
6. Operation and Maintenance Agreement
A signed and notarized Operation and Maintenance Agreement is attached.
John Holley, Ken Schuster, and Ahmad called Wednesday, August 29th, 2001 and had
some questions regarding the plan. They said that they would contact you to discuss it.
Please let me know as soon as possible if this is going to result in any changes to the plan
Also, please note that since the last submittal better data has been acquired regarding the
drainage and topography of the drainage area across Hwy 258 on and around the Wal-
Mart site. The Wal-Mart storm drainage has rerouted the runoff from the site to the east
and it does not drain to the Herritage commons site. The areas surrounding the Wal-Mart
site still drain to the Herritage Commons site. Please see the enclosed drainage map.
Ri ers
.- ? Knaineers / Planners / Surveyors • Greenville, North Carolina
- Associates,
'It Inc.
i
Thank you for taking the time to review our stormwater management plan. I hope this
letter and attachments satisfy your request for information. Please call if you have any
further questions.
Sincerely,
Rivers and Associates, Inc.
C?/z- c- ei
Eric Frank, PE
Cc: Don Thiede
John Holley
Ken Schuster
Project No. DWQ Heritage Commons
Project Name: 010822
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations #VALUE! average depth status
Bottom of Basin (ft) 71.6
Permanent Pool (ft) 74.6 3 ft. depth ok
Temporary Pool (ft) 76.6 2 ft. depth ok
areas
Permanent Pool SA (sq ft)
33911
34750 sq. ft.
check surfac
Drainage Area (ac) 27.8
Impervious Area (ac) 19.4 69.8 %
volumes
Permanent Pool (cu ft)
Temporary Pool (cu ft) 72437 68426 cu. ft. ok
Forebay (cu ft) #VALUE! % #VALUE!
other parameters
SAIDA 0 2.87 -
Orifice Diameter (in) 4 0.42 cfs drawdown -
Design Rainfall (in) 1 2.0 day drawdown check drawc
Linear Interpolation of Correct SA/DA***
% Im ervious
Next Lowest 60
Project Impervious 69.8
Next Highest 70
3 ft. Permanent Pool Depth
SAIDA from Table
2.4
2.87
2.88
f
i
G) rltit

EXTENDED DETENTION WETLANDS OPERATION AND MAINTENANCE AGREEMENT
Herritage Commons
Tarboro, Edgecombe County, North Carolina
The extended detention wetland system is defined as the extended detention wetland and forebay.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the extended detention wetland system for sediment accumulation, erosion,
trash accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary
pool occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, and
remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.)
quarterly to maintain proper functioning.
4. Remove accumulated sediment from the extended detention wetland system semi-annually or
when depth is reduced to 75 % of the original design depth (see diagram below). Removed
sediment shall be disposed of in an appropriate manner and shall be handled in a manner that
will not adversely impact water quality (i.e. stockpiling near an extended detention wetland or
stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an
accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2.35 feet in the micropool, the sediment shall be
removed.
When the permanent pool depth reads 2.35 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Sediment Re oval El. 72.25 75%
Bottom 1. 71.50 25/
FOREBAY
Permanent Pool Elevation 74.60
Sediment Removal El. 72.25- - I 75%
-
Bottom El. 71.50 25%
MICROPOOL
5. If the basin must be drained for an emergency or to perform maintenance, the flushing of
sediment through the emergency drain shall be minimized to the maximum extent practical.
6. All components of the extended detention wetland system shall be maintained in good working
order.
I acknowledge and agree by my signature below that I am responsible for th performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
?P'?25 f?A-C C
Print Name: 00" ?. A4
Title: "?-, #GZR fTNe,€ , L LO,
Address: POB 277, Kinston, North Carolina, 28502
Phon
Sign,
Date
I, Zjz,4i,,, f ??t?h er a Notary Public for the State of ,
County of do hereby certify that Job., /?Qis /14 personally appeared before me this ?"day of and acknowledge the due
execution of the forgoing extended detention wetlan system maintenance requirements. Witness my
hand and official seal.
dd
v% Ft
• esoee ?A d
r
- P
My commission expires 14f end 00 (o
?r ??b? v
• Project: Herritage Commons
Location: Tarboro, North Carolina
Calc by: EJF
Date: 7/31/01 rev. 8/31/01
DRIVEWAY CULVERTS:
Note: The driveway culverts currently do not receive runoff because there is no roadside
ditch. The drainage areas used are the assumed maximum after on-site grading.
WESTERNMOST DRIVE ON HWY 258,
Assuming 5 minute Tc
Q10 = CIA = .75 (7.4) 1.2 = 6.66 CFS
Try 24"
From Nomograph HW/D =.64 OK
MIDDLE DRIVE ON HWY 258
• Assuming 5 minute Tc
Q1o = CIA =.75 (7.4) 1.3 = 7.2 CFS
Try 24"
From Nomograph HW/D = .66 OK
EASTERNMOST DRIVE ON HWY 258
Q = CIA
Tc = (L 3M).385_ = (570'L3).115 = 7.8 Minutes
128 128
I = 7.0
Q =.75 (7)(2.67) = 14 CFS
From Nomograph HW/D = .96 OK

• CULVERT @ DITCH CROSSING
Q=CIA
C =.5 A ;z:? 37.9 Acres
Tc = L( 3dI).111 = (24003L6).311 = 31 Minutes
128 128
Ilo= 4.0
Qio =.5 (4)(37.9) = 76 CFS
Try 2 x 36" RCP Culvert (38 CFS/Pipe)
HW/Davailable = 81-75.31 = 1.9
3
From Nomograph Q = 72 CFS OK
@ 38 CFS HW/13=1.1
0 Head= 75.31+1.1(3)=78.61 OK
E
9

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12 HEADWATER DEPTH FOR
HEADWATER SCALES 253 'CONCRETE-- PIPE CULVERTS
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•
•
Proj ect: Herritage Commons
Location: Tarboro, North Carolina
Calc by: EJF
Date: 7/31 /01 rev. 8/31 /01
RIPRAP
RIPRAP ENERGY DISSIPATOR @ CONVERGENCE
of 42", 30", and 24" Flared End Sections
Equivalent Pipe Size
Area = II(422 + 302 + 242) = 2,545 IN2
4
II D2 = 2,545 Deq = ( (2,545 *4) / rI) ih = 57"
4
Avg Velocity = 3.6+4.3+15 = 7.63 fps
3
Using NYDOT Method
Zone 2 57" Diameter
57x6 = 29' Apron 15' Wide 1.8' Thick
12
29 x 15x 1.8 = 29 CY
27
29 CY x 1.8 Ton/CY = 52 Tons Class B Riprap w/Filter Cloth
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Herritage Commons
Tarboro, North Carolina
Stormwater Wetlands
08/31/2001
Calculated By: EJF
Checked By: JDV
4 E: SEE ORIFICE CALCULATION FOR TEMPORARY SEDIMENT BASIN FOR EMERGENCY DRAIN CALCULATION.
E EMERGENCY DRAIN HAS THE SAME SIZE ORIFICE AS THE TEMPORARY SEDIMENT BASIN.
Total Drainage Area
Building Area
Green Area
Parking Area
Percent Impervious
Surface Area/Drainage Area %
Permanent Pool Surface Area Req'd
Rv
Approximate runoff volume for
1" Storm
Permanent Pool Surface Area Provided
of face Area 2' Above P.P. Surface
x. Design Storage Depth Req'd (1" Storm)
Permanent Pool Elevation
Design Storage Elevation
Top Bank Elevation
Design Storage Depth Provided
Design Pool Surface Area
Design Storage Provided
Drawdown Outlet Size
Area (2 day drawdown)
Diameter Of Orifice (2 day drawdown)
Area (5 day drawdown)
Diameter Of Orifice (5 day drawdown)
61 Orifice Diameter
Units Symbols & Governing Equations
27.80 ac TA
3.00 ac BA
8.34 ac GA
16.46 ac PA
70 % 1=(TA-GA)"100/TA
2.75 % SA/DA
33302 sq ft SA/DA"TA"43560/100
0.68 in./in. .05+.009(1)
68622 cubic ft V=(Design Rainfall)(Rv)(TA)
33400 sq ft PSA (from CAD)
38526 sq ft SA2 (from CAD)
1.91 ft DSD=[2/(PSA+SA2)]V
74.60 ft (from site plan)=PPE
76.60 ft (from site plan)=DSE
79.00 ft (from site plan)
2.00 DSDP=DSE-PPE
38526 sq ft DPSA (from CAD)
71926 DS=DSDP"(PSA+DPSA)/2
12.16 sq in A2=(Q/Cd)/(2gh)^.5
where Q=V/time, Cd=.60, h=DSD/2
time=172800 seconds (2 days)
3.93 in D2=2"(A2/PI)^.5
4.86 sq in A5=(Q/Cd)/(2gh)^.5
where Q=V/time, Cd=.60, h=DSD/2
time=432000 seconds (5 days)
2.49 in D5=2"(A5/PI)^.5
4.00 in
•
•
Project: Herritage Commons
Location: Tarboro, North Carolina
Calc by: EJF
Date: 7/31/01 rev. 8/31/01
TEMPORARY DETENTION BASIN
Drainage Area ;zz? 58.5 Acres
Q = CIA
TC ,,zt? 31 Minutes (See Culvert @ Ditch Crossing Calcs)
I = 4.0
Q = .5(4)(5 8.5) = 117 CFS
Surface Area Req'd = .01 Q 1 o (Acres) = 1.2 Acres
Surface Area Provided = 1.5 Acres OK (includes incoming ditch)
Storage Req'd = 58.5 Ac x 1800 CF/AC = 105,300 CF
Using Average End Area Method
EL Area SF Volume (FT 3)
72 3,350 0
73 4,314 3,832
74 13,077 12,528
75 30,998 34,566
76 36,188 68,159
77 38,524 105,515
78 40,916 145,235 OK

• ORIFICE SIZE
ORIFICE ELEVATION @ 74.60
V = 145,235 - [12,528 +.6 (34,566-12,528)] = 119,484 FT3
ha,,g = 78-74.6 = 1.7'
2
Try 8" Diameter
T=V Q=C,A(2gh)"'
Q
T = 119.484 = 55,630 sec
.6 II(4/12)2 (2*32.2* 1.7)/'
= 15.5 hrs. OK
•
0
RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
• [phone] FAX [phone]
M 0 h%.S
JOB 4
SHEETNO. OF ?f
CALCULATED BY? DATE
CHECKED BY DATE
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SCALE

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4

3'
TRAPEZOIDAL CHANNEL ANALYSIS
NORMAL DEPTH COMPUTATION
August 31, 2001
L
----------------------------------------------------------- ----
PROGRAM INPUT DATA:
DESCRIPTION
---------------------
------
- VALUE

Flow Rate (cubic feet ---------------------------
---
per second) ....................... ----------
76.0
Channel Bottom Slope (feet per foot) .................... 0.0015
Manning's Roughness Coefficient (n-value) ............... 0.0400
Channel Side Slope - Left Side (horizontal/vertical).... 3.00
Channel Side Slope - Right Side (horizontal/vertical)... 3.00
Channel Bottom Width (feet) .... ......................... 3.0

PROGRAM RESULTS:
DESCRIPTION VALUE
--------------------------------------------------------------------
Normal Depth (feet) ..................................... 3.07
Flow Velocity (feet per second) ......................... 2.03
Froude Number (Flow is Sub-Critical) .................... 0.270
Velocity Head (feet) .................................... 0.06
Energy Head (feet) ...................................... 3.13
Cross-Sectional Area of Flow (square feet) .............. 37.48
Top Width of Flow (feet) ................................ 21, 1 .42
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Project Date:
Mgr.: KCM 12100
Figure 1- Location Map
Heritage Commons
Rivers & Associates
Tarboro, NC
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Rd. - Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
EDGECOMBE COUNTY, NORTH CAROLINA - SHEET NUM
BER 18
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Michael F
William G. Ross, Jr., SE
Department of Environment and Natural Re:
Gregory J. Thorpe, Ph.D., Acting I
Division of Water
August 10, 2001
Mr. Eric Frank, PE
Rivers and Associates
PO Box 929
Greenville, NC 28735
Subject:
Dear Mr. Frank:
Heritage Commons
DWO Project No. 010822
Edgecombe County
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
1. Permanent Pool
Pleas the area that is 0" - 9" deep, 9" -18" deep, the micro pool and forebay. Reference NCDENR Stormwater
Best Management Practices Manual, April 1999.
2. Draw Down Orifice Outlet
The plans appear to show an 8" orifice draw down pipe, whereas the calculations specify one of 4".
3. Emergency Drain
An emergency drain must be provided to draw down the permanent pool volume. Reference NCDENR Stormwater
Best Management Practices Manual, April 1999. Please specify this on the engineerin4,plans.
4. Planting Plan
Please provide a planting plan for the wetland areas. Please do not include cattails as part of the plan as they will
grow voluntarily.
5. Drainage Area
Please provide a discussion of the drainage plan as well as delineate the drainage patters to,, show that adequate
treatment is provided.
6. Operation and Maintenance Agreement
An operation and maintenance agreement is required. The operation and maintenance agreement must also be
signed by the responsible party and notarized. An example agreement for an extended detention wet pond is
available on line at
http://h2o.enr.state.nc.us/su/PDF Files/State SW program forms/SWU102 Wet Pond Supplement.pdf. Please
keep in mind that the agreement must be modified to accommodate the wetland design. Such asicondition no. 5
should be modified to indicate that the appropriate vegetation must be maintained and the sedimOnt removal depths
provided should correspond to the forebay and micro pool as opposed to the main pool.
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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ I
Page 2 of 2
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and other
documents and information can be downloaded from the Wetlands Unit web site at
http://h2o.ehnr.state.nc.us/ncwetlands/.
Sincer y,
YA? ?/' Todd St. John, E
Environmental Engineer
cc: Raleigh Regional Office
File
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Riders
??sociates,
III
Mr. Steve Mitchell
NCDENR Division of Water Quality
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
Re: Herritage Commons
Tarboro, North Carolina
Dear Mr. Mitchell,
May 25, 2001
Engineers
Planners
Surveyors
OUP
Attached are seven copies of the plans, Preconstruction Notification, and drainage
calculations for the above referenced project. Also included is a check for the submittal
fee in the amount of $200.
The plans have been revised per our meeting, which included you, Bob Zarzecki, and
myself, on May 10.
Please review the plans and contact me with any comments or revisions necessary.
Thanks to you and Bob for your assistance on this project.
Sincerely,
Rivers and Associates, Inc.

Eric Frank, PE
Cc: Don Thiede, Herritage, LLC
Bob Zarzecki, DWQ
J
l1a f?,???i
107 East Second Street, Greenville, NC 27858 • Post Office Box IP-9 • Greenville, NC 27835 • [phone] • FAX [phone]
E-mail: [e-mail]

j JUN I r??,?
Pre-Construction Notification (PCN) Application Form
Q?
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffet Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://l12o.enr.state.ne.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife I Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
PAYMENT
Page 1 of 12 RECEIVED
i
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at 1-ittp:Hli2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Fonn Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 24,27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Herritage, LLC
Mailing Address: PO Box 277
Kinston NC 28502
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Eric Frank
Company Affiliation: Rivers and Associates, Inc.
Mailing Address: 107 East Second Street PO Box 929
Greenville NC 27835
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-itich format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Herritage Commons
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 4727-99-2351
4. Location
County: Edgecombe Nearest Town: Tarboro
Subdivision name (include phase/lot number): Herritage Commons
Directions to site (include road numbers, landmarks, etc.):_
Located near the intersection of Hwy 64 and Hwy 258 between NCSR 1289 (St James Street)
and Hwy 258
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Sparsely wooded
7. Property size (acres): 32.55 ac.
8. Nearest body of water (stream/river/sound/ocean/lake): Holly Creek
9. River Basin: Tar
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Road construction, riparian buffer
Restoration, and stormwater wetland construction
11. List the type of equipment to be used to construct the project: backhoes, dump trucks,
bulldozers
12. Describe the land use in the vicinity of this project: Commercial
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, 'stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, 'along with
construction schedules.
Jurisdictional Determination: Action ID 200120418
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain* *
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland*
1 Fill .10 0 Ditch

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.92
Total area of wetland impact proposed: .10
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 culvert 273 UT to Holly Creek 6.5' Intermittent

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 273
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands F stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
NCDOT requires that the entrance to the site line up with the entrance to the Wal-Mart
across the Hwy 258
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/sttmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Approximately 273' of stream will be piped through a culvert. This will affect'
approximately 16,380 s.f. of zone 1 and 10,920 s.f. of zone 2 riparian area. This will be
mitigated by reforesting at minimum (16,380 x 3) + (10,920 x 1.5) = 65,520 ft2 of on-site
riparian area. In addition, stormwater wetlands shall be created to provide TSS and nutrient
removal. Because this treatment is provided, it will be allowable to allow stormwater to
discharge directly into the stream on-site.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.liti-n. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes F? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes Fj No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No El
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 16,380 3 49,140
2 10,920 1.5 16,380
Total 27,300 65,520
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
Riparian Buffer Restoration/Enhancement
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Anticinate apex. 70% impervious coverage. Stormwater wetlands will be created at the
downstream end of the property to treat the stormwater.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Collected in Town of Tarboro wastewater system.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
- -- --- - , ... , „ n l rcaa a ttaaw 1 rl 1 t FAX NO. 252:7523974 P. 02
h
XIVo Other Circureatanectl (Optioua4:
It is the applicanNs responsibility to submit the
construction dates to allow roccasitr aPplicatlon eufficlolltIy its advance of desired
P g dmv for these permits.: However, an applicant may
choose to list constraints associated with cotlOnctiol'l or sequencing that may impose Urnits on
work schedules (e.g., draw.doNm schedules for lakes, dates assaelated with Endangered and
Threatened Specioa, accessibility problems, or other issues outside of the epplicait's cgntrol),
Slorlalure Oato
is valid only if alt authorization letter from the applicant is provided,)
Asheville Regulatory Field Office
US Army corps of L1lgineers
ISI Patton Avenue
Room 208
Asheville, NC 28801.5006
Telephone: [phone]
Fax: [phone]
Raleigh Regulatory Field Of11c6
US Army corps Of Enzino rs
6508 Falb of the Neuao Road
Su Ite 120
Raldish, NC 27615
Telephone: [phone]
Fax: [phone]
Washington Regulatory Field Office
US Army Corps of Englnoers
Post Oftlco Box 1000
Washington, NC 27889-1000
Telephone: [phone]
Fax: [phone]
Wilmington Regulatory Field Office
US Army Corpe Of Bag(neen
Past OMC* Box 1890
Wilmington, NC 29402.1890
Tolephone: [phone]
Fax: [phone]
YTS Army Corps Of Engineers Field Offices and County Coverage
Alexander
Avery
Buncombe
Burke
Cabarrus
Caldwell
Catawba
Atamanco
Allegheny
Ashe
Criswell
Chtrtham
Davidson
Davie
Beaufort
Dottie
Camden
C&teret*
Chowan
Craven
Anson
Braden
Brunswick
Carteret
Cohunbus
Cumberiand
cberokee
Clay
Cleveland
onion
Graham
Haywood
Henderson
Durham
Edgecombe
ftwdin
Forsyth
Oranvlllo
Guilford
Flalifax
Cgrrituck
Dare
G atcs
Green
Hertford
Hyde
Duplin
h larnott
Hoke
Montgomery
Mooro
Now tianovor
frodell
Jackson
Lincoln
Macon
Madison
McDowell
Mecklenburg
Johnston
Lee
mask
Northampton
Orange
Person
Randolph
Jones
Lenoir
Martin
Pamlico
Pasquotank
Porqulmans
Onslow
Ponder
Richmond
Robeson
Sampson
Scotland
: Mitebell
Polk
Rowah
Rutheribrd
Stanley
!Swain
Transylvania
Rockingham
Stokas
Burry
Vance
Waka
Warren
Wilkes
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
"Croatan National Forest Only
PASO 11 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
Heritage Commons 01-0822
Subject: Heritage Commons 01-0822
Date: Tue, 03 Jul 200109:17:51 -0400
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
To: Steve Mitchell <steve.mitchell@ ncmail.net>, "Todd St. John" <[e-mail]>
CC: Cyndi Karoly <[e-mail]>
Steve,
Please send your comments back on this project as soon as you can they
sent their comments back on May 25th. I believe that they have provided
a decent plan for the larger constructed wetland to handle the entire
drainage.
Todd,
You very briefly looked at this project in April. Please take a look at
their new plan and provide comments when you get a chance in the next
week or so. The contact engineer is Eric Frank number in file if you
have questions.
Thanks,
Bob
Bob Zarzecki
Environmental Specialist III - DEW DWQ
401 Wetlands Certification Unit

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:
Herritage Commons
Tarboro, North Carolina
Stormwater Wetlands
Total Drainage Area
Building Area
Green Area
Parking Area
Percent Impervious
:'' '? ?E83tp Y' '.
4 02
IN
?Yi, ?+ 1 FOP. ,.
Surface Area/Drainage Area %
Permanent Pool Surface Area Req'd
Rv
Approximate runoff volume for
1" Storm
Permanent Pool Surface Area Provided
Surface Area 2' Above P.P. Surface
Appx. Design Storage Depth Req'd (1" Storm)
Permanent Pool Elevation
Design Storage Elevation
Top Bank Elevation
Design Storage Depth Provided
Design Pool Surface Area
Design Storage Provided
Drawdown Outlet Size
Area (2 day drawdown)
Diameter Of Orifice (2 day drawdown)
Area (5 day drawdown)
Diameter Of Orifice (5 day drawdown)
s?-zs=0\ units
27.80 ac
3.00 ac
8.34 ac
16.46 ac
70 %
2.75 %
33302 sq ft
0.68 in./in.
68622 cubic ft
33911 sq ft
38526 sq ft
1.89 ft
74.60 ft
76.60 ft
79.00 ft
2.00
38526 sq ft
72437
12.20 sq in
05/24/2001
Calculated By: EJF
Checked By: JDV
Symbols & Governing Equations
TA
BA
GA
PA
1=(TA-GA)*100/TA
SA/DA
SA/DA*TA*43560/100
05+.009(1)
V=(Design Rainfall)(Rv)(TA)
PSA (from CAD)
SA2 (from CAD)
DSD=[2/(PSA+SA2)]V
(from site plan)=PPE
(from site plan)=DSE
(from site plan)
DSDP=DSE-PPE
DPSA (from CAD)
DS=DSDP*(PSA+DPSA)/2
A2=(Q/Cd)/(2gh)".5
where Q=V/time, Cd=.60, h=DSD/2
time=172800 seconds (2 days)
3.94 in D2=2*(A2/PI)^.5
4.88 sq in A5=(Q/Cd)/(2gh)^.5
where Q=V/time, Cd=.60, h=4SD/2
time=432000 seconds (5 days)
2.49 in D5=2*(A5/PI)^.5
Final Orifice Diameter 4.00 in
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RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone]
,JOB
SHEETNO.-. OF-
(;A[ Al FD 13Y. DAT1' r ! ?)/
CHECKED RY DATE -
SCALE

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HINDI i m 201 1 fsumle 5'incPol Ins ) I P,dde&
State of North Carolina
Department of Environment
and Natural Resources
Division of Marine Fisheries
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Preston P. Pate Jr., Director
MEMORANDUM
TO: John Dorney
NC Division of Water Quality
FROM: Mike Street
DATE: 7-16-01
A14••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
2 '.1
SUBJECT: Herritage Commons # 010822 / Edgecomb County
Attached is the Divisions' reply for the above referenced project. If you have any
questions, please do not hesitate to contact me.
MS/saw
P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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FISHI:RII;S
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TO: wL VV LK/ i ,UVL (l_
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SUBJECT: `fG I /4w Cl 10,92 Z
RESPOND BY: '-1 I O I ctLC,?_ (k (C., ft
For Your Information
X For Action
Comments Required
For Review
/4n-qx-- - LVPD
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4CDENR
IRONMENT AND NATURAL RE:sOURCE?_
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f Marine Fisheries (NCDT\4F)
pursuant to G. S. 113=131.
e413 Washington Square Mall Telephone [phone] FAX [phone]
Washington, North Carolina 27889 50'%, recycled/] 0'/". post-consumer paper
An Equal Opportunity Affirmative Action Employer

JUN I
'SECTIOA
A? 1 4 ?001
.010822
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
PAYMENT
Page 1 of 12 RECEIVED

CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwl)finalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at 1-ittp://li2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
010822
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 24,27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name:
Mailing Address: Herritaee, LLC
PO Box 277
Kinston NC 28502

Telephone Number:_ [phone] Fax Number:[phone]
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Eric Frank
Company Affiliation:
Mailing Address: Rivers and Associates, Inc.
107 East Second Street PO Box 929
Greenville NC 27835

Telephone Number: [phone] Fax Number: [phone]
E-mail Address:_ efrankna,riversandassociates.com
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch fonnat;
however, DWQ may accept paperwork of any size. DWO prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans aref?
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Herritage Commons
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 4727-99-2351
4. Location
County: Edgecombe Nearest Town: Tarboro
Subdivision name (include phase/lot number): Herritage Commons
Directions to site (include road numbers, landmarks, etc.):
Located near the intersection of HM 64 and Hwy 258 between NCSR 1289 (St James Street)
and Hwy 258
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Sparsely wooded
7. Property size (acres): 32.55 ac.
8. Nearest body of water (stream/river/sound/ocean/lake):_ Holly Creek
9. River Basin: Tar
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maDs/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Road construction, riparian buffer
Restoration, and stormwater wetland construction
11. List the type of equipment to be used to construct the project: backhoes dumv trucks
bulldozers
12. Describe the land use in the vicinity of this project: Commercial
IV. Prior Project History
If jurisdictional determinations anaior permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Jurisdictional Determination: Action ID 200120418
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
I Fill .10 0 Ditch

- List each impact separately and identify temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.92
Total area of wetland impact proposed: .10
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 culvert 273 UT to Holly Creek 6.5' Intermittent

List each impact separatery anu taenury temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 273
Page 6 of 12

Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact

Site Number
(indicate on map)
,?
Type of Impact Area of

Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): [] uplands [__1 stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
NCDOT requires that the entrance to the site line urrwith the entrance to the Wal-Mart
across the Hwy 258
Page 7 of 12
Riders
Associates,
III
Mr. Todd St. John, PE
NCDENR
Division of Water Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Herritage Commons
DWQ Project No. 010822
Edgecombe County
Dear Mr. St. John,
September 20, 2001
I

Engineers
Planners
Surveyors

The plans and calculations for the Herritage Commons project have been revised per our
conversation and your letter dated September 13, 2001. Two copies of each are attached.
The plans have been revised to include a note specifying the use of a pump to draw
down the permanent pool of the wetland area.
2. The wetland has been sized to accommodate the entire area draining to it.
Please also note that the emergency spillway has been moved into a cut area and a note
has been added to the plans regarding pumping around the wetland area during
construction (note #2 under Erosion Control Provisions), per comments by John Holley
in an earlier phone conversation.
Thank you for your assistance with this project. If you require any further information,
please call.
Cc: Don Thiede
John Holley
Ken Schuster
Sincerely,
Rivers and Associates, Inc.
Eric Frank, PE
107 East Second Street. Greem°illc. NC 27858 • Post Office Box 929 • Greenville. NC 27835 • [phone] • FAX [phone]
(;-mail: ri%,[e-mail]
J`P?t C q e ?r9vy? A, \r9 ek
RIVERS & ASSOCIATES, INC. JOB
ners/Surveyors SHEET NO. OF
107 E. 2nd Street P.O. Box 929 CALCULATED BY DATE
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone] CHECKED BY DATE
SCALE
PRODUCT 204.1 ISInnte Shun) 205.1 IWddedl
r
Wetland Calculation
Total Drainage Area
Building Area
Green Area
Parking Area
Percent Impervious
Surface Area/Drainage Area %
Permanent Pool Surface Area Req'd
Rv
Approximate runoff volume for
1" Storm
Permanent Pool Surface Area Provided
Surface Area 2' Above P.P. Surface
Appx. Design Storage Depth Req'd (1" Storm)
Permanent Pool Elevation
Design Storage Elevation
Top Bank Elevation
Design Storage Depth Provided
Design Pool Surface Area
Design Storage Provided
Drawdown Outlet Size
Area (2 day drawdown)
Diameter Of Orifice (2 day drawdown)
Area (5 day drawdown)
Diameter Of Orifice (5 day drawdown)
Final Orifice Diameter
Herritage Commons ?..,.-_ . _ 09/17/2001
Tarboro, North Carolina Calculated By: EJF
Stormwater Wetlands Checked By: JDV

Units Symbols & Governing Equations
59.10 ac TA
4.00 ac BA
33.20 ac GA
21.90 ac PA
44 % 1=(TA-GA)*100/TA
1.86 % SA/DA
47884 sq ft SA/DA*TA*43560/100
0.44 in./in. .05+.009(1)
95342 cubic ft V=(Design Rainfall)(Rv)(TA)
57467 sq ft PSA (from CAD)
63098 sq ft SA2 (from CAD)
1.58 ft DSD=[2/(PSA+SA2)]V
74.60 ft (from site plan)=PPE
76.60 ft (from site plan)=DSE
79.00 ft (from site plan)
2.00 DSDP=DSE-PPE
63098 sq ft DPSA (from CAD)
120565 DS=DSDP*(PSA+DPSA)/2
23.46 sq in A2=(Q/Cd)/(2gh)^.5
where Q=DS/time, Cd=.60, h=DSD/2
time=172800 seconds (2 days)
5.47 in D2=2*(A2/PI)^.5
9.39 sq in A5=(Q/Cd)/(2gh)^.5
where Q=DS/time, Cd=.60, h=DSD/2
time=432000 seconds (5 days)
3.46 in D5=2*(A5/PI)^.5
5.00 in
A
RIVERS & ASSOCIATES, INC.
Engineers/Planners/Surveyors
107 E. 2nd Street P.O. Box 929
GREENVILLE, NORTH CAROLINA 27835
[phone] FAX [phone]
JOB `ireC y r9vY ?L 1?9 rt C?
SHEET NO. OF
CALCULATED BY DATE Lo -
CHECKED BY
DATE
SCALE
PROM 1204 1 ISimW Shmis1205.1 (Paddedl
Herritage Commons
Tarboro, North Carolina
Stormwater Wetlands
09/17/2001
, Cp-KQlated By: EJF
necked By: JDV
tiYF,i
Units
Total Drainage Area 59.10 ac
Building Area 4.00 ac
Green Area 33.20 ac
Parking Area 21.90 ac
Percent Impervious 44 %
Surface Area/Drainage Area % 1.86 %
Permanent Pool Surface Area Req'd 47884 sq ft
Rv 0.44 in./in.
Approximate runoff volume for
1" Storm 95342 cubic ft
Permanent Pool Surface Area Provided 57467 sq ft
Surface Area 2' Above P.P. Surface 63098 sq ft
Appx. Design Storage Depth Req'd (1" Storm) 1.58 ft
Permanent Pool Elevation 74.60 ft
Design Storage Elevation 76.60 ft
Top Bank Elevation 79.00 ft
Design Storage Depth Provided 2.00
Design Pool Surface Area 63098 sq ft
Design Storage Provided 120565
Drawdown Outlet Size
Area (2 day drawdown) 23.46 sq in
Diameter Of Orifice (2 day drawdown) 5.47 in
Area (5 day drawdown) 9.39 sq in
Diameter Of Orifice (5 day drawdown) 3.46 in
Final Orifice Diameter 5.00 in
TA
BA
GA
PA
1=(TA-GA)*100/TA
SA/DA
SA/DA*TA*43560/100
.05+.009(1)
V=(Design Rainfall)(Rv)(TA)
PSA (from CAD)
SA2 (from CAD)
DSD=[2/(PSA+SA2)]V
(from site plan)=PPE
(from site plan)=DSE
(from site plan)
DSDP=DSE-PPE
DPSA (from CAD)
DS=DSDP*(PSA+DPSA)/2
A2=(Q/Cd)/(2gh)^.5
where Q=DS/time, Cd=.60, h=DSD/2
time=172800 seconds (2 days)
D2=2*(A2/PI)^.5
A5=(Q/Cd)/(2gh)^.5
where Q=DS/time, Cd=.60, h=DSD/2
time=432000 seconds (5 days)
D5=2*(A5/PI)^.5
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3' TRANSITION TO ~ ~
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LEGEND
SPILL GUTTER b
1 1/2' WEARING SURFACE
(BCSC, TYPE I-2)
' AVER TACK COAT,
8' CLEAN, GRADED & COMPACTED STOIJE 2' BINDER COURSE BASE (ND SLAG) (BCBC, TYPE H-2>
OVER PRIME CHAT
WELL-DRAINED SUB GRADE 6' (MIN,) CLEAN, GRADED &
COMPACTED STONE (ND SLAG)
SUB GRADE TD MODIFIED 95 GRAPHIC SCALE
PR~CT~R MIN, COMPACTIDN
~ ~ 25 so 100 200
~~~~~~~~~~~Q~~~~~~~~ ~r~ D a
(W FEET )
~~Q~~~~~ 1 inch = 50 it.
FINAL DESIGN NOI~ FOR CONSTRUCTION
(TRUCK TRAFFIC) (CAR TRAFFIC)
• R' r~ ~+a`4 •
PAVEMENT SECTION DETAIL ~C ~ 6~ Oi~.,'`°. BSO~te$~ En ineers t7 ~ ~ g
N,T,S. ~ ~ ~l=i~ • 107 East Second St.
• Since Greenville N.C. 27858 Planners Q 1918 [phone] Surve ors
weer even r ~ 021~~~
HERRI TA GE, L L C
HERRITAGE, LLC e:~;.~- ~J~n ~ g,~~
~1 ~/6 _ tip' y'' q~ HERRITAGE COMMONS PO BOX 277 ~7
nIIVJ I UIV, 1V(? z0ouz GRADAG PLAN
TELEPHONE. [phone] DA TE
NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA
REV 9-13-01 PER WATER QUALITY TODD ST. JOHN) COMMENTS E.F SURVEY DRAFT SCALE DRAWING NO. SHEET
L_ REV 8-30-01 PER WATER QUALITY COMMENTS £F » > REV 7-19-01 PER LAND QUALITY COMMENTS EJF DESIGN EJF CHECK JDV 1 = 50 W-2472 4 OF 6

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PHASE 1 INCLINES; 1 / ~ f. / ~s ~
~ ti~ .s / G• ate. 0
A) 3 DRIVES ON HWY 258 AND AN INTERIOR / ~g ~P' 2 ° ~ rn_ .8 ~ $ 6 O~ Z 0
RDAD ACROSS THE BACK OF THE LOTS. ~ / pg. / f0 P~ ~ ~ ~ ;~R s~ ° 0 2
/ / / 0.96 A C. ~ ~ ~ R ~AN ~ y O
B) STORM DRAINAGE TO SERVE OUTPARCELS / ~ ~ / ~ #1--4 (SHEET 3) / 20 g ~ ~
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o~ , ~o „ , 1) CB #1-4 AND CONNECTING PIPES / / ,~0 SQ 5~ o r w ~ ~ ASEMEN " i 46'5$1 Q
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o~ ~ o ONTO HWY 258 / 46'58 ~ N '(P G 5~'
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4 2X36 " CUL V'ER T FOR DRIVE CONNECTING / / ~ / / ~ 1. OP 50' R / 13 4, 80,E 24x.00 t ~ ~ a'30,
LOTS 12 AND 13. p1 ~ 00 AC, / / ~•y 3 S3 ,35 IR) ~ N~ 25 E ~
C) REFORESTATION OF THE AREAS INDICATED ~ / ~ s ~ r.
SHEET 2 i / 0~ 9 ''~.~c SEMENI EA :N1 30' R ' ~o i ~ . "iN : ~ /
~ 1.05 AC. • 20 ~11L• ~ ~ ~R ~:v 45.5~g 19 0 30' R w / S 244.0 m i ~
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NER AND 1N PART FROM A / / ~ ~ ~ PROVIDED BY THE OW / / ~ , N ~ N ~ ; 25~ ~ ~ 9 -g2~ hD~b)
~ ~ o ~a SURVEY BY RIVERS AND ASSOCIATES, INC. ~ ~ ~ 8 ~ L, EA$E• 2t8:9 W S 348 (0 / 30' R 3 w. , g,8 20 UP 45.31 0 ~ , _ y0.
1~D esB• 0.91 AC. 30' R E. 3. Y PR PAR BY ~ 4 EpS TOPOGRAPHY TAKEN FROM SERVE E ED / / C+ SE. 11~• E~gE. w 36 5 ~ ,
- lA S P.A, RDCKY MOUNT N•C., / ' / ~ ~L. EA 3~ ~ MACK GAY ASSOC TE , g , Q Q a U , ~1L• 1.46 AC. ,9513 314,12' `1 4' ~ N ~ ? 3 _ /
DATED APRIL 29 f 988 REMISED SEPTEMBER 23, / ~ti/ ~ o,, ~0 2 ~ti - . ` ,~'h/ ~ p0 1 0 269
1.45 AC. , ~ " p, R ~ .o i
/ ~ 0~ N / V ~ 0' z °
REFORESTED AREAS SHALL INCLUDE A MlNJMUM OF h , ~ w / ~ ~ , R ~ 269. ' p r'J' / ~ /
AT LEAST TWD NATIVE HARDWOOD TREE SPECIES ~ '¢c h ~ ° ~ o ~'yi ~ti ~ ~ .a 43.55 5 , , 8 GI,E ( W ~ , i
PLANTED AT A DENSITY SUFFICIENT TO PROVIDE / / s 'g ~ .a 8 ~ ~ N , / ~o. ey c 6 36 g.g 370 TREES PER ACRE A T MATURITY. A A ~ p LQ4 AC• ~ 0 XT 1R~AN • 0'46 - 0 XyQ ,
/ / u~, AG 0 ~ ~ ;,269.
/ s•• ~ ~ J 5• ENTRANCE DRIVES AND CULVERTS ON HWY 258 / ~ F ° ~ ! '~i ' yr,.~
SUBJECT TD NCDOT APPROVAL. / g s / / sue, •0 ~,g2' 1 0 R 0 R . ' y, ~ ~ ~ ' y°"'
/ f ~ 1.00 A~ ~ 41°12. ~ ~ ~ y s r y
r / / ~ ~ r' 143 r ~ ivy / ~ i
/ ~ ~ ,33 ~ ~ ~ y 'r' r
7 ti , y / y+?
/ 1.56 AC. `r~. 7 3' ~ 9',; ~ ` ~
_ , 1 a ~8
/ ' / ~ o, y,, ~ S'S
I o~' s 3g ~ 0 1'47AL ACREAGE 1N S1~E,~ 32.11 AC.
1 . - / 6.21 > 7A~ PARCEL 1D N0. 427-99--2351
/ „ Vd g ~ ~
i ;3g ~ / 5
~ o e / / I s o 5, 3. pA~ ~,y
/ / ~ a ~ ~0 i ~ / GRAPHIC SCALE
~ ~ ~ ~o ~ \ ~ ~ 100 0 50 too 200 400
\ ~ ~i
~ ~ ~ ~ / ~ ,
( IN FEET )
ner a e~e~ 1 inch = 100 ft
~ ~ ~ 1. CONTACT N.C• ONE--CALL (1 ~8tl0~-632-4949) ~0 HAVE ALL
UNDERGROUND U11Ll1fES LDCATED PRIOR TO EXCAVATING
OR TRENCHING. FINAL DESIGN NOT FOR CONSTRUCI`ION
2. ALL REQUIRED lMPRQVE>a'ENTS SHALL COMPLY WITH >'hIE TOWN
OF TARBDRO MANUAL QF 5f`,4JdDARO DESIGNS AND DETAILS, R' rs ~pb~1
a 9 o OClate~ En ineers
3 ALL DIMEIJSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. e ~ ~0,~, l07 East seoona st. Planners
4. ALL LOT BEARINGS SHOWN ARE BASED ON DEED BOOK 1419 ` Q Since Greenville, N.C. 27858 1918 [phone] Surveyors
PAGE 238• 82~
wner eve o r ~ HERRITAGE, LLC
~ ~ ~I~.
o, G I . ~ . HERRITAGE COMMONS . HERRITAGE, LLC
PO BOX 277 ~ gym pLgN
KINS TON, NC 28502 DATE c I`
NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA TELEPHONE. [phone]
SURVEY DRAFT SCALE DRAWING NO. SHEET REV 9-13-01 PER WATER QUALITY (TODD ST. JOHN) COMMENTS E F
REV 8-30-01 PER WATER QUALITY COMMENTS £JF 1 100' W-2472 1 6 REV 7-19-01 PER LAND QUALITY COMMENTS EJF DESIGN EJF CHECK JDV OF

_ _
PLACE'EXISIING RIPRAP
~ / OVER NEW FILTER CLOTH / STORM DRAIN
~ ~ 2x18° RCP REMOVE AND STOCKPIIE TOP'OIL. OVEREXCAVATE 6" IN ~ / / •~~ro °°°a, S70RMWAJER WETLANDS EXCE'oT FOR FOR£BAY AND MICROPODL.
/ / °°og~ - T 117UCTUR FIL OUTZE S L OVEREXOAVATION WITH STORED TOPSOIL. ~r - ~ a°o g°o o° I~r~/f~l / ni~o~ / / V Il~/Vl I~' / STRUCTURE TC GRATE INV.
/ , ao° o 0''°4° ~ _ Dl 3* NA 83.5f f / i # / D 75.94
0 000 ' - 0"-9" DEPTH (20,000 SF) " i / i i CB #1 85.00 84.50 77.92
1. PROVIDE 20 X 50 X 6 STONE CONSIRUC110N ° P ~ ~ ; , VEWAY AS INDICATED. I ~ .ENTRANCE IN DRl i i ~
; ° ° ~ - 9^-18" DEPTH (20,100 SF) ST~i i i 1~h CB #2 86.26 85.76 79.27 STOI~MWATER WETLANDS TO ACT AS ~ ~ ~ti
oooooa o ++''~n] 2. CONST1dUCT TEMPO ' RARY SEDIMENT BASIN. PROVIDED TEMPORARY °0 00000: .ty. yl ~1171~) °°o°~° "y'ti _ , , , DAM IN DITCH AND PUMP AROUND BASIN SITE DURING ARY r IMEIVT BASIN DURING / ~ ~ CB #3 87.46 86.96 80.24 TEMPORAR SED / ~ ,
, - 00 000 ' / ~~1~ s _ !rV/~~ _ / ° g/1 ° MICROPOOL AREA = 8,700 S.F CONST)3UCRON. CONSTRUCTION RETURN l'0 DE57GN i ~6 ~ / ~ • CB 4 86.23 85.73 80.98 i i o ti #
1 ' . 4, _ _v , ~ ` ; ~ X STALL S16T FENCE WH 1 3. !N FOREBAY AI~'EA = 8, y00 S.F. ERE 1ND GATED. STAB OEP1H FOLLOWING CONSTRUCTION AND ~ ~ =h ~ ~2
, , ~ 5 / _ ~ ' X 1. _ ~ ~ ~ INSTALL ROCTf INLET SEDIMENT TRAPS AROUND ALL CATCH STA81L12A1lON OF UPSTREAM AREAS i CONTRACTOR SHALL CHECK ELEVATIONS !N THE FIELD i ~ (
' 0. ~ X _ _ BASINS AND DROP INLETS ~ ~ ~ a 4 ~ , 0 ~
° ~ _ ~ 5. INSTALL PLYWOOD AND STONE PIPE INLET PROIE'CT10N . / ~ . a ~ti k0 ~ O FQ
~ ~ ` ~ IC DPODL - = ~ X - ~ AT ALL PIPE INLETS AT THE END OF EACH DAY FOR • i ° ~ , , ; p _ _ , ALL STORM DRAIN UNDER CONSTRUCTION. ~ ~ ° ~ ~ ~ ~5~ REMOTE EXISTfNG Tjy 6 ~ ~ ~ F ~
/ ~ F, ` r- 3X12 PIPES ~'S / / INV. 74.60
_ X 5. PROVIDE TEMPORARY SEEDING WHERE WORK _ ~ 25 TONS CLASS B IS SUSPENDED OR DELAYED FOR 15 DAYS. 1
~ ~ _ . X RIPRAP W/ FILTER CLOTH 4 7. STOCKPILE IOPSOIt FOR USE IN LANDSCAPING.
l' / ;1" ~ / . ~
l~',~ -.w .-.~~X_.. _ ~ ~ 8. CONTRACTOR SHALL INSPECT AND MAINTAIN AS Nf EDED ALL ' / ~ 50 RIPARIAN BUFFER
f`,~~_w - EROSION CONTROL DEVICES ON A WEEKLY 8AS1S AND ~ . w ~ ~ - ~,~h, AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL / i BOTH SIDES OF STREAMS AS
~ r X < < ~T. , ~ _ EJ70S1ON CONTROL DEVCES IN PROPER WORKING ORDER i ~ / ~ ; MEASURED FROM TREAD OF WATER
_ MAY RESULT IN A STOP WORK ORDER OR C!V!L PENALTIES X~ h ~ ~ ~ 1' ,rr. ,TM.. _ UP TO 5000.00 PER DAY OF VIOLA]TON. ~ , ~ ~ ; STORMWATER ~ ~ •
~ _ ~ ~ ~ ~ _ FoREBAY , / w ~a ~ -.fit-~,, ° °p~_ ~ ~ WETLANDS „ \ CONSTRUCTION / ~ i ~ ~ m , \ . , tIMlTS i
~p. ~n ~ . 9. THE SPATE OF NORTH CAROLINA RESERVES THE RIGHT TO ~ i I ~ \
~ 5 _ / ~ ' ` ~"1 ~ ~ \ 71. X REQUIRE ADDlT1TONAL EROSION CONTROL MEASURES ~ 1 ~ ~ ~ ~ ~ ' ; . SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE ° 12
~ , _ ~ _ BE INA ATE X ` ~ ~ / ~ ~ s~ v, , o ° o o 4.67 AC `c \ ~RO Slr~
~ r \ ~ DEQU _ / f / r r ~ s~ . - r~ Z~.t ~ - ~ ° ° ,.~Q O p ° ° ~.x~bl>TT
~ . T . ~ , ~ , 1 J 7 .1 \ ~ " ~ 0 O' - ~ ~ o 0 0 o o STREAM TOP
7 J x ~ s - ? ~ - ~ I _ . ~ ~ . i _ ~ 4 n i y,~ I ~ \ ~ ~ r-v 0 0 0 ~ , .,0 0 0 0 .w OF BANK ~ \ \ 1 I,.,~~- ~ o 0 0 , ~ . b . ~ \
r --s . ~ ~ y r , ~ ~ ~ l .r ~n~ o 0 0 0 0 0 ~ ~ \ ~ ~ r p p . o ` STREAM TREAD AN T
~rR / ~ u` ~ _ .y d i ~ ~ ~ , : ~ ~ _ ~ -.,o . o CLE OU EXISTING Dl TCH ~ \ / o o~ o o OF WATER ti
_ t t X - ~ r.c., _._r., . _ 1 ~ I ~ , ~o ~ a, .o FROM F.E.S TD 3X 12" 0 ~ ~ ~ - ~ ~ 'o~ o a~ ~ wl - RCP ~ NCSR 1289 F a. ;
' _ . , .A... p F" ~ a. f _ _ ~ ~ \ ~ , \ ~ r GRADE ~ 0.159'
_ \ _ _ .w Fla ; . _ it , ~ r. ~ ~"n- - M _ ~ _ t, ~ , /
~ ~ v ~ o o o / ~ 2 / / ~a ,r ~ o, ~ o ~a o ~ ~ 2
,o , y ~ 2X36 RCP o , o a o a 4. " .o r o 0 1, l r ~ ,,:ea- - 2X36. RCP FES . ; , I • / ~ ©D.159 ry = o o°.ooQ ~ 00
K. , \ : _ - - ; ° r NO DEWATZRING OF THE DASIN FOF' MAINI~7ANCE ~ ~ ~ INV. EL. 75.25 .,y. ~ ~ / / ~ ~ oao,
URPOSES SHALL BE ACCOMPLI,~iED WI ~ <°h . l 0 - 1H- A PUMP:. ~ ~ o o~ . . o 0 0 , ~ ~ 40 TONS CLASS B n ~ - o o ° o. P l ~ 2X36: RCP FES 6 ~ ~ o o ~ ~ ~ o RG
_ J__._ w _ _ _ ~ _ ~ / RIPRAP WFILTER CLOTH o d © " ~ ~ / ~ r o o ~ o ~ t ~ ! INV EL. 75.31 ~ o ~ ~ o o~ o ~ / r~~ ~ ~ o ~d o~ 0 0 0 Z~
I ~ ~ ~ o ~ ~ aG , pP 5.
s ~ / ~ ~
_ / _ _ ' . ~ 12.34 AC. ~ » I o,~''1~~ R ~ , F . - , v 30 AND 42 FES RE ~0
.~~~~Mw~ r~R ~a~ - ~ _ 1 =4~` ~ / \ r es INVEI7T cL. 75.85 ~ / ° C `~o~~` , ~ ~0 2 1a r'• \ o
J / / ~ 52 TONS CLASS B / ° q ~ c, 1 ~
/ ~ ~ \ ! RIPI?AP W/ FILTER o ~
J ~ - \ `~A CLOTFI LINER, 30 RCP c ti~ o
' ~ / O.~r; AC. ~ t - , i ,as r - , ~ ~2.75q, ~ n o Z
/ ~ coNSr~ucnaN \ g ~ \ DI #3 N .c ~ y
MI~'IGATIdN PLAN / / _ LIMITS ~ _ _ ~ / / 8,190 SF ZONE 1
/ DISTURBED RIPARIAN AREA / • / \ ~ ~ v A ~ 55~ ~ ~ ~ ~ 5,460 SF ZONE 2
ZONE 1 = 16,380 SF / / \ o v ~ „RCP C.B. '9 / O
i ~ ZONE 2 = 10,920 SF ~ / ~ 8s~ ~ 8s~ ~ ! ~ V ~ ~ ~ STREAM TOP
/ ~ REQUIRED REFORESTA710N AREA ~ ~ i ~ OF BANK ~ i ~ \
/ / \ ~ 16, 380 X 3 + 10, 920 X 1.5 = 65, 520 SF / / o ` ~ ~ 8190 SF ZONE 1 STREAM -TREAD C.B. ~ ~ ,
o 1.00 AC. REFORESTATION AREA PROVIDED = 75,608 SF / / ~ 3q # 2 i (c~0,86_ ~ 5, 460 SF ZONE 2 OF WATER
~ ~ RCP ~ - - / 3p ~ ~ ~ ~ 42 RCP ©0.1 ' P• / ~
FERI]UZATION PLAN o ~ 9 ~ ~ / / ~ ~ ~ 8~~ ~ ~ ~ ~ G p R
THE NEUSE AND TAR-PAMLICO RIPARIAN BUFFER RULE ALLOW FOR 1.O~A~C. ~ ~ C.B. #3 \ , ~ ~ 3q, ~ 1 24 RCP `0 3.7~ E % ~ / - ` ,
N T ! N WLY PLANIFD VEGETA710N. / % ! \ _ A ONE T1ME FERTILIZER APPLICA l]0 0 ESTABL SH E / _ ~ ONGOING FERTILIZER APPUCAl10N IS PROHIBITED. / / ~ BS - ~ ~ ~ 0 ~ ' - - - - » RCP 2 » _ 30 ~ ~ 24 F, E. ~ ~ /
/ \ \ ' ~ / 1.47 AG 1.60 AC. INV. 84, 00 i i
fR M N AN / \ C $TRUCTlON ~ PR01?DE COtiIMERCIAL FERTILIZER CONFORMING TO STATUTORY REQU f E TS D / / \ ~ o ALL RULES AND REGULATIONS ADOPTED 8Y THE NORTH CAROLINA BOARD OF AGRICULTURE. LIMITS C.B. #4 ~ _ _ _ ~ , ~ / - ~
/ / ~ FERTILIZERS THAT ARE COMPOSED OF SLOW-RELEASE SOURCES OF NITROGEN SHALL BE USED. / / ~ - - ~ EXISTING DROP INLET
/ / 8 ~ LIGHTLY WATER AFTER FERIUZER APPLICATION TO ALLOW PENETRATION AND REDUCE THE POTENTIAL RUNOFF. ` ~ ~ ~ INV. 76.14 _ ~ - ~ INV. 87 00 - ~ - ~ _ ~ ~
USE DROP GRAVITY ADERS RATHER THAN CENTRIFUGAL ROTARY TYPE SPREADERS / / / TYPE SPRE ( ) 0.91 AC. ~ 9 TONS CL,~,S~ ~ RIPR P
DO N0~ fTLL FERTILIZER APLUCAIT3RS OVER HARD SURFACE. MAKE SURE THAT / / 1.4s AC. ~ W FIL ~ ~ ~ \ ~ / ~ CLOTH ~ / \ PROPOSED TRAFFIC
THE SPREADER 1S OFF WHEN PAS.~NG OVER DRIVEWAY, SIDEWALK, PA 110, ETC. / / CLEAN LaP ANY SPILLS IMMEDIATELY / / - _g8-- . ~ ~ ' ~ SIGNAL 4 y, ,
flI~~RIBUTE` ~E`Rl]LIZER UNIFORMLY OVER SEED BED AND HARROW, RAKE OR OTHERWISE WORK SAME INTO SEED BED. / / 24" RCP 0 0.39 ~i
_ _ / / i ~ -1-~ SCffEbULE FOR IMPLEMENTATION / / " ° _ .r ~ -?-4~ Ac.- ~ ` ~ ~ - ` ~ ' ~ ~ REMOVE EXISTING 18" AND 36" ~ \ ~ 24" F.E.S. INV. 87.33 , , , ~ ~ ~ RCP AND F.E.S. -REUSE
~ , gNCE ~ ( ENS IF POSSIBLE
TREES WILL 8E PLANTED, DURING 1HE MOST FAVORABLE PLANTING SEASON FOR THE SPECIES, ~ ~ Af TER ALL GRADfNG AND LAND DISTURBING ACT1 VJ 1TES ARE COMPLETED. ` ~ ~ ~ ~ 110
/ / 5 ~ / / \ \ 1 , ~ - CONS \ , - - ' qRY ~
/ / ~ ~ 1.04 AC. 24" RAP ®0.429 \ / ~ ~ MPOR ~ , - , - tE ~ LEGEND
ss 4 F.E.S. INV. 7.50 ~ ~ DISTURBED RIPARIAN AREA
/ ~ - ~ / / g 9 TON CLASS B R PRAP i
/ \ ~ / ; ' W FILTER LOTH / ~ ) ~ ~ 24 F. E S.
/ / ~ 1.00 AC. / / ~ INV. 88.00" i ~ 0
/ i se~~ ~ / / ~ , ~ ° ° ° REFORESTATION AREA PERP T o o / E UAL CONSERVATION EASEMENT
7 ~ / /
/ ~ ~~f 1. PHASE 1 INCLUDES. / / 1.56 AC. _ ~ ~ ~ SPILL GUTTER
/ ~
A 3 DRI DES ON HWY 258 AND AN INTERIOR / - * SILT FENCE
/ / ~ ~i ROAD ACROSS THE BACK OF THE LOTS. ~ ~
/ ~ ~ H 4, r C ECK DAM When hydroseeding equrpment is used for seeding, fertilizer Tempo ory seeding wrll be done rn those areas that are bore
B) STORM DRAINAGE TO SERVE OUTPARCELS / i shall be applied simultaneously with seed, using the above rates and no work done for more than 15 days. of application. Seed shvll be cerfi>led seed or equivalent based 5. All erosion and sedimentation contra! devices shall be
#1-4 (SHEET 3) 1 / ~ i / I ~ i on North Carolina Seed Improvement Association requirements for inspected by the Contractor after each rainfall When
/I ~ ~ " - CTING PIPES / L ~ ~ 1) CB #1 4 AND CONNE / ~ cerfiRcation. Ali seed shall be furnished in sealed standard
2 42" R P R AST DRI ~E ~1 ~ ~ ~ ~ ~ 3. Parking lots shall have stone base placed on them for ) C UNDE E ~ ~ stabilization and shoulders shall be seeded to stabilize the containers. Seed which has become wet, moldy, or otherwise inspection reveals the trap to be reduced to 50~ of design m for damaged prior to seeding wilt not be acceptable, Seeding shall capacity or the device to be deficient in its intended
~ / ~ ~ ~ i ONTO HWY 258 ~ ~ i ~ soil. Seed bed preparation shall be conducted according to North be accom fished with hand planters, power-drawn lancers, hand Purpose such as fabric deterioration for sift fences the GRAPHIC SCALE .o North ack r ~ 'n e ui menf at the f J i p Contractor shalt restore the device fo its original
3 STORMWATER WETLANDS ~ \ ~ ~ ~ Carolina Department of Transportation Standard Specifications for ) \ ~ ons for p e s, o hydroseedr g q p of owng rates: condition. goo 0 5a goo zoo 400
„ \ i ~ i / Roads and Structures (D.O.T). The ground surface shall be 4) 2X36 CUL l/ERT FOR DRII/E CONNECTING \ i / cleared of stum s, stones roots cables wire rode s ak '~e 's, and 6. All erosion and sedimentation contra! devices shall remain
LOTS 12 AND 13. \ \ ~ ~ ~ oth P ~ ~ 9 t es, and \ i er materials that might hinder proper grading, tillage, Seed Bed Preparation (Offsite drainage easements and
C REFORESTATION OF THE AREAS INDICATED / ~ ~ ~ seeding or subsequent maintenance o erations. Grades on the or i P ea ~ i to be seeded shall be maintained in a true and even condition. stormwater detention area): in place and be maintained by the Contractor until all ~ the area seeding is established and construction areas have been (IN FEET )
(SHEET 2) i i . ~ Maintenance shall include an necessar r ~ y y epairs to previously titian. Lime - 2 tons per acre stabilized. i inch = 100 sly ft.
i / graded areas. All graded area shall be thoroughly tilled to a to a Fertilizer (10-20-20) - 500 pounds per acre
D) WATER AND SEWER UTlL1TlES AS INDICATED ~ ~ ~ depth of at least lour (4) inches by plowing, disking, harrowing, swing, is Seeding Mixture:
DN SHEEt 3 or other approved methods until the condition of the soil is ~ acceptable. On sites where soil conditions ore such that hi h 9 high
2 clay content and excessive compaction cause difficulty in getting THIS MAP WAS PRRPPARED IN PART FROM MAPS ~ clods and lumps effectively pulverizes; the Contractor shall use eftin FINAL DESIGN NOT FOR CONSTRUCI~ION g g (,January 1 -March 31) ' use
PROVIDED BY THE OWNER AND /N PART FROM A the rctory tAloge n=iochinery until the mixing of the soar is Carrrmon Bermuda gross (unhulled) - 20 pounds per acre . R rs p~,.,.~, ,`.F• ~ •
SURREY BY RIDERS AND ASSOCIATES INC. ~ acceptable and no dabs or alum s remain Tar er than 1 1 2 inches control Measures: P g / m diameter. A firm and compact seed bed is required and after /2 ruches os ~K, , _ rd after Otte En ineers
1. All work will be done in accordance with the State of being graded, the seed bed shall be lightly compacted with a land 3• TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY railer such as a culti A 1- 1 w . ~ ~ g l prd Duly s) ~ ~R„ a a land ~ ~ v • 107 East Second St.
North Carolina' Se~imentotion Control Law. ~ packer, before and offer seeding. MACK GAY ASSOCIATES, P.A., ROCKY MOUNT, ,N.C., Limestone shall be dolomitic agriculture ground limestone t Planners Common bem~udo rays hulled - 15 ounds er acre weer eve 0 r fr R, Since Greenville, N.C. 27858 9 ( p P ~ ~ Isla -
DATED APRIL 29, 1988, REV7SE0 SEPTEMBER 23, 2. Following site clearing, all storm drainage culverts and containing not less thou f0 percent magnesium oxide. Circe shall Weeping Lovegrass - 5 pounds per acre ~ ~ [phone] Surveyors e shoo Centi ede - i ~ ~
1988. structures shall be installed. Rock inlet Sediment Traps shall be placed be uniformly applied at the rate of 2 tons per acre. Fertilizer ilizer P 8 pounds per acre Q2yc~, HERRI TAGS, LLC a~
around all drainage structures to collect surface runoff and shall be uniformly applied at o rate of 500 pounds per acre of control siltation and release water at a gradual rote, All 10.20-ZD analysis. The fertilizer shall be incorporated into the re of Au ust 1-December 3t H E R R I T A G E, l L C !o the ( g ~
4• REFORESTED AREAS SHALL INCLUDE A MINIMUM OF easements outside the arkin lot where storm i es are in u er three or four i P 9 p p stalled PP napes of prepared seed bed ~usf prior fo the PO BOX 277 lN~~'a`',~° • fo the Common Bermuda gross (unhulled) - 15 ounds er care KINSTON, NC 28502 } a't ~ERlll t AGG ~rOMMONS
AT LEAST TWO NATII/E HARDWOOD TREE SPEGES will be graded, seeded and mulched. last tillage operation, but in no case shall it be applied more ore P p ~ 1~, , Trill Fescue - 120 ounds er acre > ®r~s
PLANTED AT A DENSITY SUFFICIENT TO PROVIDE than three days prior to seeding. Fertilizer shall be used p P TELEPHONE.• [phone] ,r ..-~..e:...~''-~''~•~t°
J20 TREES PER ACRE AT MATURITY. immediately after delivery or stared in a manner that will not not uenupeae - a pounas per acre L uivierntr immViI/L.4y Afw..# CrA.RWL" wrvtPM. rLAN
perMit it to harden or destroy its effectiveness. Seed Bed Protection: DATE /2-C, NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA
5• ENTRANCE DRIVES AND CULVERTS ON HWY 258
SUBJECT TO NCDOT APPROVAL. Straw Mulch - 2 tons per acre visual REV 9-13-01 PER WATER QUALITY TODD Sr JOHN COMMENTS EJF SURVEY DRAFT SCALE DRAWING NO. SHEET Asphalt Tack - 0.03 gallons per square yard REV 8-30-01 PER WATER QUAUTY COMMENTS EJF 100' W-2472 2 6
REV 7-19=01 PER LAND DUAUTY COMMENTS EJF DESIGN EJF CHECK JDV OF

EXISTING MH / i ~ ~ a
TOP 79.57 ~ ~ ~ ' k~ 2~
/ i 3 INV.72.44 i .~~~w~=
i ~ ~ ,,E~
/ •o~ ~ N i k 1 0 FQ r°~ 2 ~y~ Ty B
i / ~ F Y ~ ~S
yt.
~i h / ~ i i
ro rn ~ Opi~ N O~ ~ N ^qj i i i i
.n ,I~ \ Nn EXT. EXlS1~NG MN ~ ~ ,
Wgr~j~l.. W~~~h W~b~~ W N~~I. J J J,f, ~ ~ J J JQ~ t~ / ~ ~ ~ 50 RIPARIAN BUFFER TOP 84.10 ~ i
oo~ZO oN~?o °~`Q?o orn~Zo !A z~ z ro z ro r ~ i ~ !NV 73 74 / ~ BOTH SIDES OF STREAMS AS
Qtip22 Q~pZ2 APPX. EX. GROUND Q~p22 Q h°2Z ~ / ~ ~ MEASURED FROM TREAD OF WATER ~ , sTORMwA1ER ~
i ~ ~'JLANDS ~
m 90 _ _ , _ FINISHED GRADE ~ ~
- - _ a ~ ~ 12
86 _ EX1StING MH _ _ . ,r..___RR~~p-0;~~.,, .__._uw_ _ _ _ PRDP MH 1 \ ~ ~ ~ # \ ~ r r
~c._w ~ ~
82 _ _..w.,... _.r .._._n _ INV. 74.90 u _ _ _ m~.._ p~'r ~r \ , ~ x ~ ~ \ STREAM TOP
8D - - .~s v ....a,= _ _ _ ~,.~_y. _ 2.._0__._ S _ °o ~ ~ ~ OF BANK /
78 ~ ~ - / ~ . .
0~4~ w _ _ _ _ CLEAN OUT EXISTING DITCH
74 _ .a ~ ..~34~.:.~ - _ _ ~ w~.w.._ ~ .w,._--_ __._T__. ~ ' , \ FROM F. E. S TO 3X 12 0
_ _ _ . ~ ~ RCP 4 NCSR 1289 F
70.00 - / ~ \ ~ ~ ~ l ~ _ GRADE ©0.159 ~ CROP Ml°! #2 ~ ~
/
/ / ~l 8X8 0~ ~ ~ r k n X36 RCP ~ ~ ~ TS&V
/ ~ ~ .2X36 RCP FED ~ ~ ~ ®0.159 ~ ~ INV. EL. 75.25
40LFf 6 StE'EC / - _ _ /y~ 40 TONS CLASS. B \ ~ ~ Q
ENCASEMENt Plf'E ~ ~ D+00 f+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ~ / ~ 2X36 RCP FES ~ p RIPRAP W~ FILTER CLOTH \ AA ~ 46 LF 16 STEEL
BORED AND JACKED ~ / i ~ INV. 7 E~ EL 5.31 ~ ~ 2 ~ \ \ ~ ~G ENCASEMENT PIPE
G~ \ \ ~t ~ ~1 \ ~5 E BORED AND JACKED
f2»X8" / ~ 4 ~ 13 \ E 5~ 1 k , ti~ ~ . ~E ~
TAPPING scEEVE - ~ Y W R - ALI GNMEN T A AND CAI. uE ~ ~ SANI TAR SEE ~ , ~ ; ~ ~ v v o~ a 5~ v E~ o~ „ ~
~ / 30 AND 42 FES \ V A g INVERT EL. 75.85 \ \ ~0 2 'Ts
PROP Mti PRDP MH #3 52 TONS CLASS B \ \ ~
/ \ ~ RIPRAP W F1L TER \ o ~ ~ ~
EXIStING CLOTH LINER 0 2 O ~ 30 RCP \ ~ ~o iy
» / ~ i0 f2 W.M. / ~ 2.769 z~ ~ o ~
/ / `a °o ~ D! 3 ~ cv ~ F~ PROP. 8 22.5' BEND \ # ~ ~ ti
~r / N ~ bi N / MH 6 ~ ~ # \
~ ~ ~ ~ N ~ ~ / ~ \ \ ~ o 55% \ ~
. • I~ ~ ' ~''`'t ~ n~ ~n ~ WW 1 9 ° RAP ~ O
0~ to hF'S NN / ~ 4<.. ~+JpOpk (n RtDI~i.. ~I ~cO~F. ~u~O~h. 41I~0~1~ ~ 6 30 C.B. # 1 EW. - ENT \ ~
O`~'~nJc gin J ~ +c~ZJ APPX. EX GROUND ~+hZJ ~i~~jJ, / / oa~o ~ o~~o z Nro,o i~noo,o o~~o ~ / / PROPOSED 11 » 4 S LIGNM \ ROP• YP.) _ PROP yyER A x.00 \ \ i1 P , (T SE 7 \ ~
z z Z 8 TEE 5E~ pTER \ 8 TEE „ yyA T. g W PROP. FH \
Q~~~S ZaQ~~ Q~~~~ Qhn.» Q~a» / / 8 WATER ~ ~ ©Z z ~ ~ O ? z ANISHED GRADE ~ cn o z z ~ ~ o z 2 / / PROP. FH 8 22.5' MAIN » » FH P 1 MAIN q, C.B. # 2 8 22.5 SEND pR4 TYP.) Qo 0.3
/ / 8X2 R . _ _ _ r _ 90 sw_, ~w_.. ~ R. ( +0~ OP 2„ W S. 8 X2 REDUCER S~ 5 0 R . \ / 3 ~
...~s____. _ . _ _ ~ 8 G. V. 88 _ ~ _ _ a_ . 9 8 G. V. 42" RCP ®0.19 \ \ /
2 G. V. _ _ - w. f'ROP, \ \ / ' 2 G. V. x-00 C.B, #3 ~ 3 24 " RCP ~ 3.79 ~ ~ / ~
~ a, M . ew :__~w__.~__.~_ . ~ _ _ _ _ 84 / ~'.--W-M. _ CB~ ' 4~ ~ _ „g_f~2'~ _ 0.3% 1 ~ - -
- _ ~ - - - - _ _ i- DO „ i 00 RCP 2 7 30 24 F.E.S. % /
80 - HSE °8-.w.._ _ _ _ g" SAN_ SE t7Efit _ . PROP MH #7 PROP MH #5 INV. 84.00 ~ ~ ~ C.B. #4 ~ ~ / PROP. FN
_ _ 78 71'~~~ - t _6 ~~~~J,~~ 9 h A_ _
76 -0,49,'-. _ _ _ _ _ _ _ _ _ - - _ _ _ :--312' ~T n o_~ DATUk ELEV 24 F.E.S. ~ ~ PROP MH #4
8 75.00 ~ 1N4: 87.00 ~ PROPOSED 3 9 IONS CLASS 8 RIPR P
c PROb MH 8 ~ ~ i - -i-- } 2 WATER MAIN W FIL TER L TH
o o
SEWER SER l4CE 4 - 24" RCP ®0.39 ~ ~ ~ ~ ~
f REMOVE EXISTING 18" AND 36"
3~9~ _4+00 5+00 6+00 7+OD 8+00 9+00 ~+OD f+00 2+00 24" F E: S INV. 87.33 , - ' f - ' , RCP AND F.E.S. -REUSE 2_ BLDW OFF
WATER SERVICE ASoSEMBL ~ i ' , - ~ IF POSSIBLE ~ERVIGE' -
5 _ _ ..+y
_ 24" RCP ~ 0.429' y 0.429' - ' J v ~
_ SA ! r,~R ~ 5~~~~ ALi~NMENr e » ' / ~ .0 y" f
24 ~:E.S INb 87.50 DNS CLASS B RIPRAP I - - '~i y..~" y ~ ,p, P,
8 W ~`!c 1"~R CcD 1 H ` 24" F E S. y. j ~
_ ~ SCAC~' _ _ INV. 8S n0'
HORI~DN SAC f ~ ,
„c v o- r
may: -
/ y>
STORM DRAIN
STRUCTURE TC GRATE 1NV.
Dl 3 * N A 83.501 75.94.1 # ~
CB 1 85.00 84.50 7792 riE
MINIMUM ~oDD Psr. CB #2 86, 26 85.76 79.27
CONCRETE COLLAR CB #3 87 46 86.96 80.24
GRASSED AREA CB #4 86.23 85.73 80.98
ONE JOINT OF D.tP, ONE JOINT OF D.I.P.
RETAINER GLANDS (TYP.) RfTA/NER GLANDS (TYP.) ~ 1=11 ` ~ ~ i=~ ii i i li 1= * CONTRACTOR SHALL CHECK ELEVATIONS 1N THE FIELD r~'•
M.J. 45' BEND D.l.P.) M.J. 45' BEND (D.LP) -11111 ~ ~ 11111- ` a'
R T- - Y NOS. OR AS NOTED ON PLANS a' I I I----~ I I I
• ¢ TO BE PLUMB. IF ADJUSTMENT a 4 I i
IS NECESSARY AFTER PRESSURE ,a STORM DRAIN LEST, RETESTING MAY BE REDO. HYDRANT PUMPER NOZZLE SHALL . ~ VALVE BOX ~ 4"
BY GUC Bf PERPENDICULAR TO ROAD .a •VALVE BOX SHALL NOT BE GRAPHIC SCALE
INSTALLED rN CURB tr CUTTER i k a'
~ GROUND UNE CONCRETE COLLAR n, 100 p 50 100 200 400
2 DJ.P. ~ ~ VALVE BOX ~ _N
• N
•I I BACKALL , I PRECAST (IN FEET )
M.J. ~5' 8EN0 (D.LP.) AND TAMP CQIIJI M.J. 95' BEND (D,l.P.) ; ~ , CONCRETE COLLAR 1 inch = 100 ft.
LOClIED HYDRANT TEE !t % ~ I`• RETAINER GLANDS (T'YP,) RETA1NfA GY1tNDS (TYP.) ~ t PRONDf ROCIf SPfll B' Dl PIPE
AROUND KEEP HOPES CGNC 910OKTNG CONC. BLOCKING
MECHANICAL FINAL DESIGN NOT FOR CONSTRUCTION
UNFA4Mfn CONCRETE- PLACE COND. $LOCJONG SUCH THAT IT Milt TH AL OF BOLTS. SLOPE TOP OF CONC '4 ~ •a JOINTS
NOT iFiTERFi'~E R1 RE7NOV ~ IO PROVIDE DRAINAGE + : " PIPE DUMEIER_CREAIF7t THAN 12• SEf FROM H}DRANt DRAIN UA-: CHARLOTTE' PIPE. AND.. FOUNDARY UA-274 VALVE BOX ~
GU.C. ENGINEERING ~1. ~ 8` GATE VALVE U~-: UTL-281 EXTENSION) ~ - ' GATE VALVE AND BOX e 880ClateB~ En ineers
PIPE LENGTHS SHALL BE AS REQUIRED in CON51(TUCI' CR05~NG ALL INlERNAt dOM15 TO 8E RE5IRAINED RESTiiAlNED JO1NT5 ~ ~ ~~~4~` ~ -L>Z~..Pl~ O> ^ 107 East Second St.
6855 6855 SERIES (VALVE 80X AND EXTENSION) . ~.k Planners Q Since Greenville, N.C. 27858 ~ 1918 [phone] Surve ors
WATER AlN _ ND STORM DRA1N__CROSSINC TYPICAL Fl H - - RE YDRANT INSTALLATION Y 021 ;
NTS NTS wner a ve o er : ~ ~ : HERRITAGE, LLC
~ N r
~ , ~ ; HERRJTAGE COMMONS
HERRlTAGE, LLC , a~l~ ~ f
An an~r . UlAlTILS~AN
NOTE.• REFER TO REFER TO SPECIFICATIONS FOR K/NST0N NC 28502 DATE '
ADDITIONAL DETAIL NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA +ONAL DETAILS TELEPHONE.- [phone]
REV 9-13-01 PER WATER OUALITY (TODD ST JOHN) COMMENTS EJF SURVEY DRAFT SCALE DRAWING NO. SHEET
REV 8-30-01 PER WATER QUALITY COMMENTS EJF 1 _ 100' W_2472 6 REV 7-19-01 PER LANO QUALITY COMMENTS EJF DESIGN EJF CHECK JDV ' OF

i \ ~ ~ /
` ~ ~ \ ~ \ G ~
cA ~ ~ ~ ~ ~ 0
/ ~ ~
Z ~ TG 84.70 ~
cP ~ ~ ~ ~ - O
/ ~ 2 ~ ~ / TC 85, 80
h++. ti ~ / ,t i TC 85.60
~ ~ i ~ ~ , TC 84, 70 -L d'S ~
\ / \ ~S ~ \ ` ~ 30 RCP ®2.769
/ / \ C 85.80
~ / ~ .r - ~ ~ \ 5 / $
~ y- \ ~ r
~ \ \ 5q
~ / / ~ \ ~ 0.5 „ RCP C.B. # 1
\ ~ / \ ~ / 30 ~ Q
~ ~ , / ~ \ 86 TOP 85.00 GRATE 84.50 ~
~ / ~ ~ \ ~ / ~ ~ ~ ~ ~ S INV. 77.92
~ ~ , 0.3 ~ .
i 1 , „ CP ~ ~ ~ ~ 0R ,
_ _ ~ ~ ~ v 30 ' 87.46 ~ ~ i 3 ~ C. B. ~ 2
1 ~ ~ TOP 86.26 ~ ' '
1.00 A C. ~ 87.46 ~ GRATE 85.76
~ `86 , fNV. 79.27 /
~ ~ ' ~ ~ - _ - ` ~ 42" RCP .1 q ~ / ~
~ 87 TC 87.46 i 1 TC 86.70 /
~ ~ i
~8~ ~ p,3q \ P~ RC \ ~ ~ / \ ~ TC .16 TC 88.03 / ~
t'6.23 ~ 3~ C.B. #3 ~ ~ ~ TOP 87.46 ~ / ~ V ~ 1 J
~ ~ GRATE 86, 96 ~ TC 8 00 ~ ~ ~
~ 66 INV. 80.24 ~ .50 ~
-88--- TC 87.80 - ~ ~ ~ 24" RCP ~ 3.7q
\ 1 ~ l \ _ ~ / ~
C.B. 4 ~ _ # ~ 1.60 A C. ~ / ~
TC 86.23 i a~ _r 7.47 AC. i - APPX F. E Et. 88:0 ~2 " F.E. S, ~ ~ ~
TC 87.96 ~ GRATE 85.73 INV. 80.98 - _ _ ca i i APPX.F.f: EL. 85.0 ~ IN .84.00 0 ~ - /
TC 87.8D ~ ~ ~ ~ - ~ / e / 89.00 ~ ~ ~ /
~ ~ ~ r~ ~ i ~
TC 87 46 ~ ~ ~ ` _ _ ~ 7 ~ / `__.~`°g r. ;I
TC 88.3D ~ ~ _ y l_ i
TC 88.50 ~ ~ r / ~ ,
24" 24 F.ES. ~
TC 88.50 \ ~ INV. 87, 00 , , , ~
1.46 AC. 9 \ INV. \ 9T 9 TONS CLASS B RAP ~ ~ ~ ~ ~ ~ ~ - ~ / ~ i
APPX. F. F EL. 89.5 ~ _W/f W~FI ~..ELBTk ~ . - , , r ~ ,
9~ r r ,~w n n - - m-^- r r
cA~ r r ~ ` - ~ i REM01/E EXISTING 18 AND 36
~ ~ ~ n r r - ~ ~ , RCP AND F. E S. -REUSE r , i 1F POSSIBLE
~ . 4'S A C. 24 RCP ~ 0. ~ ~ ~ ~ /r
~ ~ ~ ~ APPX. F.F. EL. 89, 5 ~ ' _ r,~ r r r r
~ ~ 24 F E S. rNV. 87 33
/ ~ ~ i 92~ D6
I C 92..3 y ~ _ 92~ ©6 '
_ _ ;y \ \ -n°
~ TC 88, 67 - i ii r yr y/
_ ~ ,
~ TC 89.11 \ }
A C. \ 4 may..- 89 ` 2 F.~:S. r-
~ ~ INV. 88.00 - ~ ~ `y y ~
90 24 RCP ®0.42q ~ -
y - 24" F.E.S. JNV. X750
9 TONS CLASS B R~RkP ~ , - ' , -
W FrL TER /CL0~1 _ ~ TC 91.77 ~ ' _ , - ' ~ r.- ~
~ ' 91.52 , , -
/ -"i ~ ~ ` J i ° ~
i i r. i TC ~ , - r--
y ~ 92.00 r ~ J,..w-~-
r ~ ,y ~
~ ° END OF CURB
3' rRANS1 TlDN TO ~
~ AS>='HAL T /TYP. ~ y t ~ y
LEGEND
SPJLL GUTTER b
1 1/2" WEARING SURFACE
(BCSC, TYPE I-2) OVER TACK C~AT~
8' CLEAN, GRADED & COMPACTED STONE 2` BINDER COURSE
BASE (ND SLAG) ~ (BCBC, TYPE H-2)
WELL-DRAINED SUB GRADE !i AVER PRIME CHAT
6' (MIND CLEAN, GRADED &
COMPACTED STONE (ND SLAG)
SUB GRADE TO MODIFIED 95 i PR~CT~R MIN, COMPAGTI~N GRAPHIC SCALE
o zs ~ ,~o
- a
« R:e. ra (IN F'~~T )
C ~+~~~~Ert~~~o~~~~~.~~~t a a e 1 inch = 50 ft.
(TRUCK TRAFFIC) (CAR TRAFFIC) FINAL DESIGN NOT FOR C0NSTRUCI~IDN
R rs o`,
hI NT ~ECTI~N DETAI _ AVM L. _ BB0C1a~B, En ineers . ~ . y b ~4r ~ E~St~;,~.'' • 107 East Second St.
~t,T~S; Planners Since Greenville, N.C. 27858
~ ~ 1918 [phone] Surve ors wne~ ev o er ~ =E 9
aa1~
HERRI TA GE L L C
HERRI TAGS LLC ~ ~ .a ' 7a~ ~a'
E~ t~, HERR/TAGE COMMONS PO BOX 277 ''~.,.,...z;
IlINS1`ON. NC 2$502 ~ noenun a ~u
%W U9om W%a / LPVT
TELEPHONE. [phone] ; a- 1 DATE 11 NUMBER ONE TOWNSHIP EDCECOMBE COUNTY NORTH CAROLINA
REV 9-13-01 PER WATER QUALITY (MbD ST JOHN COMMENTS EX SURVEY DRAFT SCALE DRAWING NO. SHEET REV 8-30-01 PER WATER QUALITY COMMENTS EJF
REV 7-19-01 PER LAND QUAUTY COMMENTS £JF DESIGN EJF CHECK JDV - 50 W-2472 4 OF 6
i
I

~,-"..MANHOLE RING & COVER N0~' 1-STEEL SPIDER ASS'Y. AS SHOWN READ
~„~TOp OF PAVEMENT , ENnRE SPIDER ASSEMBLY TO BE 817UMINWS PER JOINT OF DIP fABRICAIE AFTER BORE !S COMPLETE DIMENSION AS
i' x 4' WOOD EIRACE ' CdNCPE'TE H1OCK ' COATED AFTER FABRiCAnOeL NECESSARY TO PROVIDE DfS1gJ SLOPE ..r1/2" GROkli' AFTER lNSTALLAnON SANITARY SEWER.
2"-3. COitr~3£ fNRE S~DV ~ AOa~CA1E - - _ - p Q • S1EEL ENCASEMENT TO BE INSTALLED IN BIlUMlNWS COATING CGD-GUARD 2'-0" _ ACCORDANCE 1N1H DESIGN PUNS -ALL (
WAND STOMP FTLIER 0 p _ ' ` . ~ .i- ORAOE RING o SAW ClR EXISTING SEWER MNN AND REViSiAVS OR MODIFlCATi~JS REQUIRE COAL TAR EPOXY) iv ~ SEE NOTE REMOVE SECTION TO ALLOW INSTAL- PRIOR APPROVAL
_ Q p n LATION OF PRECAST MANHOLE AND
TYPICAL trKt1HOLE 5~'EPS SEWER MUN. AT 18" ON CENTER 10" X 2' X 3/8" IHlCK o INSTALL PIPE THROUGH MANHOLE S'£fL ENCASEMENT PIPE pS 1~2~ t y~'
_'1-._. - _ ~ S1EfL ENCASEMENT PIP_
FILTERED WATfA' OVERR,O PRECAST GONE o INSTALL ABS COUPLINGS (EXITING MAIN TO PROPOSED MAIN) AND 8" x 3/8" THICK SIEft PLATE ~ ADAPTOR COUPLINGS AS NECESSARY. P 10' 6"
" a STEEr. Ulf SHOE -SEE SpEf~ FOR ;4 w o THE DISTANCE FROM THE TOP OF 1'~fAX CLEARANCE
~ , ~ 9a DEPT}{ .CONE JOINT REOUIREMENi'S ( ) i" MAX. CLEARANt~ N MANHOLE RING AND COVER AND _ _ _ _ ~ FlNISHED GRADE MAY VARY WIDELY,
0 THAN e _ _ NTS RUN GREATER ECCENTRIC , SEE PLAN. SANITARY SfW£R 1 THAN 6 CENTER UNf OF ~
_ J V~/ ~~r A' ~"y ~ ~ 6' ~l - - I AND ENTRY FOR (DIP REWIRED) 8' OR LESS CONCEMTiIIC , + PIPE SHALL BE ~tOVIDED WITH ~ (DIPI REWIRED)
_ _ - - .o.. FLEXIBLE SLEEVES, PREFORMED C
- SEDIMENT f` x 4` WOOb'RRACE DROP rNLET ~i1H GRATE - NDTES; W INTO THE MANHOLE y " _ _ _ ~ o MINIMUM (1) GRADE RING REQUIRED tN I
i. PUfCE CCNCRETE ~l.OCKS L~BTHWISE OM TFlETR STDE~ fM A SINGLE ROW AROUND THE._ . - " o NON-PA AREAS. RJ PAVEMENi ~I~ VED , ~ GRADE RING NOT REQUIRED EXCEPT
PERIMEIE7?~ ~OiFM{THE INL~T:,W)1Fi ~E ENDS At:'~iA(~NT.9Z ABUT)1ND, }~7ON~' 4 -0 "D" 4'-0 AS NECE55ARY 70 MEET FlNISHED ENCLOSE END W/8
_ CAR YA~i DE~IDrNG~ ~1TN,t.~DF'$f6YV-~` BY $fAC10NG:CO~TNAITONS Of' 4`, $ AND 12" WIDE BLOGXS ~ MfiY1ML1M NE1 +(~fT ~J~ 12'r ~E~Mi~i~M HEIGHT .SHALL ~ ELEVATION. MASO RY BRICK N ADt~TOR CtlUi~1NG W coNnrouous WELD
BF 24 . v_ _ rC ? WIRE MESH bR HARj)MARE ~T:OTH WITH 1/'11 OPETdlN~ SHAii BE PLACED OVER THE ` AS NECESSARY (1YP,) b NO MORE THAN 204 RINGS 3/4' DIA. X 4' LONG B01H S1DES (TfP.) 2" WEEP HOLE NUTS EA. SIDE ~7 STONE
ODTSDF' VER>iOAt t'A~ ~WE~IMGJ DF TPTE 9L~£ 1`O PRE'VfNT STONE FROM BfTNG ~ WASHED 1HROUGN.iHE HOLES IN THE BLOCKS EXISTING MAIN : > SHALL BE INSTALI.EO. BOL iS W/HEX + L>F SPIDER.
3. STDNE SHALL E~f Pll~D AGAINST THE MRE ~T THE TOP OF THE BLOCK NCDOT /57 ' _ _ _ wAS»m sTDME - - -
~ ~,vy~ FOR !A~ eAyN 4. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE fF IT OLO&S' WITH SEDIMENT ~ - 5, SCRAP 1'x 4" 80ARDS PLACED THROUGH THE HOLES Of C04NER BLOCKS PREVENTS ` D
aMarsuws a eox AND P1Pf COVER RoNFae~MENr CtsrC rARDS ~ BRrar pASawr ~ COLLAPSE. Pr SPAN ~>N s1D1N SPAN HaGFI eARS-u BARS-v eaas-w m1u aalae~lr: rN eax H~ Par Fr. LESS THAN 20" 4 h' MIN. CRUSHED COMPACTED 000 EXISTING MAIN END ELEVA170N CASING SECAON AGGREGATE BASE
D A B C G MfN.N' N' E F N N L 0 L L8S 1(A° sue FLOOR YorA1 cu. lv5 ~ Naarr 2( 20 OR GREATER 5 ~ e e e s ~t0 ~ . e e
_ _ _ _ - a2er a28r Q801 BLOCK AND GRAI/EL DROP INLET SEDIMENT FILTER 1s" J'-o' 2'-a' - - z'-s' - - - - - aJ2f 3c Nor ro scALf o.1sr o.26r a9o9 N, 18" - - 1'-f0 - - - - - - - - - - 3D" OR GREATER SANITARY SEWER ENCASEMENT DETAIL 5-12 ~ UNDISTURBED GROUND
14' - - 3'-4" - - - - - - - - - - 0.28E 0.281 1.070 Nis
30' 3'-4' - J'-2' VA 1'-10" 4'-4' 4 1'-6' J 4'-1' J 4'-1' 4S 0.147 O.J74 Q311 1.J06 36' '-f0' - J'-8' R 2'-4" 4'-4. 4 2'-0" 4 4'-1" J 4'-1' 49 0.187 Q413 a802 1.Se6 QJ21 AIN
42' - 4=5 4=4' A 2'-Y 3'-8' 4 I'-9' 3 J'-J' J J'-J' J8 0.135 aJ7J Q1Q9 1.811 ' NOT TO SCALE
48' - =0 4'-10 8 2'-8' 3'-8' 4 2'-B• 4 J'-J' 3 J'-J' 40 0.17J Q4f0 0.583 2146 ` 54' 3'-0' 2'-2' - - 5'-4" J'-J' 3'-6' 4 J'-0' 6 3'-J' J 3'-J' 48 0.211 0.448 0.839 2510 ~I
STEEL TROWEL FlNISH
1" PER F00T
VARIA8IE AS DIRECTID BY ENt,YA+EER INVERT FOR SERVICE
c ~Q STRUCTURE DIM. A' DIM (10' MAX) ~ LINE IN MANHOLE HANDLED SAME A5
B' CARRIER PIPE
3' BARS_Rr_ 8" ~ BARS 'Wr EQUALLY SPACED EQUArLY SPACED 5'-0'- 5'-0' D,1. N0. 2 4'-0" 3'-0"
S _ _ D.J. NO 3 3'-0' 3'-0" FLOW ~~CC'~~, a... S w
SEE' PLAN FOR + of +1.! ~ }a~ j~~ F Kf
R ~R < ~ ~ PIPE SIZE3: ~ 5-0' ii' ~H
~ A _ STEEL POST N t,, •ik %c 1`.+
~ PI am Ard arr~ . cora~ ~ a~ steep dote PLAN NIRE FABRIC ~'''HC~.....;.,;:i+zt"' '~~•4~~ .~..e... ~;i~' ~h EVEN RADIUS CURVES
S ~s-s , , r- UV RESISTANi 3 OR 4 WAY
~lon v1 ~`D..~IC~ Use Cti l7ot Q+ade Md U~r GRAZE TOP ELEV. _ _ CE01EXi1LE FABRIC ~ I ' STRAIGHT 2-WAY INTERSECTION
WLCAN V-538D OR AS PrOwN E ~ ~ APPROVED EQUAL ON LANS _ ~ INTERSECTION
j4'BARS 't ~ Jd BARS 'Iw` O/pnssleo e,~es y ~ ~'-s'-o• arr~ '-o'--~ 'o TAMPED BA(sfFlLL
aYwIM. r.•..,..• Elewtlon GENERAL NOTES: CROt1ND UNE NOTE: ~ j' ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONFORMING
N~ ara AM arts. cn uynt dodo g' MORTAR JOAVIS 1/2' BURY FA~lC 6" MIN. TO THE INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL
Narma! Gutty Line ~ CLASS i9A' CONCRETE TO BE USED. ENTERING BRANCHES AND CHANGES IN DIRECTIONS SHALL BE FORMED BY
SeCt/0F? ~R. ~ 7Hf POURING OF BOOR SLAB TD 8E ACCOMPLISHED BY FORMING. ' ALL DROP INLETS OVER 3=6'!N DEPTH TO 8E A CIRCULAR CURVE IN THE INVERT OF AS LARGE A RADIUS AS THE SIZE OF MANHOLE WILL PERMIT. CHANGES IN SIZE AND GRADE OF THE CHANNELS
BARS y-- Use p, G>'ade ~ ro prd O,y PROVIDED WITH METAL S1EPS AV 1'-?" CENTERS EOUAUY ,p , ~ CONCRETE 8R1CK MAY 8E USED IN LIEU OF CLAY BRICK. SHALL BE MADE GRADUALLY AND EVENLY. THE INVERT CHANNELS SHALL
57ACE0 m JUMBO BRICK w1LL BE PERMITTED. SEE PLAN FOR BE FORMED DIRECTLY IN THE CONCRETE OF THE MANHOLE BASE, OR SHALL TEMPORARY SiLT FENCE BE BUILT UP WffH BRICK AND MORTAR. THE FLOOR OF THE MANHOLE
- PIPE SIZES. NTS OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD
SECTION A-A 12 D.v a:rK Ln. THE CHANNELS NOT LESS THAN 1 INCH PER FOOT NOR MORE THAN
Ser"tloTr .SS Elewtlort Nam01 arb Aed atrx a, Steep Ands 2 INCHES PER FOOT,
DROP INLET Mj4~~aE (S- f 7)
N.T.S NTS
THRU 54~ PIPE N1S
i/2' RI i/2' RADIUS
6 8 J(8' TEE 6" 18" frame, Grote, & Hood
8' 90' BfND 3 RADWS US Foundry 5181-6421 " Tjpe C" or Approved Equal.
74.6 , Mortar Jolnfs 1/2'tf/8' ihlck. `0 _ Back of curb " ~ , Class ilA" concrete to be used.
} N 1' FlLL SUPPORT PIPE IWTN CONCRETE - ' + m d N The pouring of floor slab to be occomplTshed c v ' ~ X N by taming.
_ 8" B 8' Afi catch basMs over 3'-6" !n depth shall be
1' MIN. 8' CAP MT1H 5' DRq.I~D HOlE 24" 1. Contractlan joints shoo be spaced at ten foot Jnterwls. _ sl~ialldbe Inita~donce with STD. N0, 2512s Y Y
COMPACTED 2. Controctlon Joints may be inetailed by the use of templates or formed by other approved' Concrete brick may be used In neu of clay methods. Y brick Jumbo Driek wnl be permitted.
3,000 PSI NOTE' PUKE 8" CAP WT1H 4" ORIf]CE CM PIPE AT e R'~~ - For 8'-0" in height a• less use 8" wall. Over 24'd~AN~dJf169 3 An eltpanslon Jokrts ~,mi ae spaced ar so foot mterl+Ns and adJacent to ai IYgld ob,iects. 8'~0" >n nelght use r2" wan ro s'-o' tram ALlE71NA1E) Joints shall match locations with /olnts !n abutting skrewalk X toP of wall, and 8" wall far the remaining
CONCRETE THE END OF CONSTRUC110N AFTER All UPSIRfAM F ' 3~ AREAS ARE STABNJZED.. 1HE P~10 IS TO HAVE 24' 4. Concrete canpross+W strength shot! be 3600 PSI at 28 Joys. 8 -0 .
CBS oPENTNC Dul~FiG GONSrnucn~i WtRLE THE C11NG AS A TEMPORARY SEDIMENT BASIN, 8 Leave weep holes as dirocted by the engineer. 6" 18" 5. Top s!x Mches of subgrade beneath the curb and gotta shat! be compacted to 10Dx Plan `o
r standard proctor denslry. Secflon - XX
24° ~ / ~
.e m ~
N pow scow oRirr~~ ANO su~poar N ~ 8" 8'
N15 . 1 ~ n ~ t
uARiES SEE PLAN 3 8" B 8"
INV. PER PLANS 1 ~ ~ 8" 8` e ~ ?4 i~L d~ AM ~o _ +
ao C x D T
CONGR cuss B aiPRAP L FlLTER aoTH GUICET o 8" D 8" NTS
b b 0
LLW Y _ NT5 Section - YY End Elevntlon Side Ele?rotion fVnero 30" To 36" Plpe /s Used Whene 42" To 54" Pipe /s Used
.Section..-_JJ Se~flon_ - MM
E
6.. 3' s., ~Ch tS
Sd~eUk AFnte _ s,rane rm?nwald ~ Lesab Basgaft r~' rA to J h Faad and roxr. Fri an dtkoay~ tdrmr
NO,U ~E`5, _ -1--~~---~-, 8` GA ]F VALVE _ - . _ _ Nce aim of laaW Plmidro ame PdtafAo eY¢1b tinmert Les W b 1 ft Kgq 8rrfes ae d art Popatb'shade - ~ J B J y M M
I aE/uFORCEMENr.~ #4 ~ , o s° DCEw (MIN.) so,at tWer ~ fine+lsrf Les 4o Po J h 1Liy1f. MaMbel ad ) eedmd aad SaJgMm6 htlkio Enragelt /ae +D Po 1 ft goabvfe Tubes od oah•Ike:
~ I I 8" PVC E~IE~ENCY i DRAIN CONCRETTE.• 4000 PSI M~poyai rill ~ arm fin~rgaer ~ ro 1 ft t,ti"d ~ a1 aeR Aglreeeoie eeedf 5bR-shm ~t~i ab food Rafe ardi as P. A>dtpoga+ rf}gfdaas pairsrar lee W to J h ffyfi, Safgblvb and latemt of /urMtlap
A ®28 DAYS dmnea$e dppnoeJge hoeAga Nishe load ester bleb b' pa1LV skde PdAanen ~ xs w Po 1 ~ ~ Ibter(awt ast ra+aor ~
I i SEE NCDOT STD DWG Ardiyagai gfm - 849.95 FOR Efnw~ ~ ~ I a >uf an s~.heed seeoa and LLetuoffq carer b+n'e _Plon Plon
I ~ ADDITIONAL DETAILS Tjpho ePR h -1 t-' 00881 Tjpho APR Bnargsrt Ins ap to l ft Lae. Laept as corer. M%' of Tate Jncus e~sa Bneginr la +p to 1 ft Ibdrefe TdaMes eet a atiy LbBd oeae• Wrbnles
I I nya+,oluheea Bnwge+r ~ ~ Po J ft Ibdeare b rode ear asr ~,ea~ . Ta+.or ~
I I ~ _ I I a^ PVC rD der~m 3lbnargear la ~ car bud xiue road ree,bafhg see lade cm,Por , o,d ~ MrmL Rg1k gtnrHf, r'trr~m +ergshrtf Pwtnerer ~ Po J h ~ ~ r a dT STANDARD BRICK CA TCN BASIN
h• LOW FLOW ORIFICE 8' MM. 7 I _ rt Sdyoe Ise ~ ro s t~ lw~, seeds ~ esd r~ raaab 15 THRU 54 P1PE
lammal Td~ee~, Teo ar a NK_u1N_ _ >g n e Lbnaaf trice-Spree Ibte7ad a• dpxes Ful Amne adanea Pahfefs /es tq Po 3 h tar. Tdefnt of d7 psbds Not Nis Sfeet fbg a r~pld cda+aa; Tok?atae
SpRLWAY INV. T800 -p 2 x 18" FES t°~0 PLAN ~ INV. EL 74.50 _ Loma gyp, lee lte fL~rG food M afetd rwraid _ fbdco eviads~ &d+negmt Les l+s Lor. Goad eafu aggemra.
Sevuue assua PERINANENT PDDL El. _.74:80 - - - _ sav+eae cenra Fmwyarr lar ~ ro i ft Lac ~ kr eoad Liaedi, saga Nataeeed ~'~"t~ d~~m' fir,
M/diDPODt GALVANIZED FRAME ANb GRATE 4+~ 3 1/2' z 1/4" BARS s OUTLET 2X18' RCP 6"' 3fB`N BAR ~~J~ FINAL DESIGN NOT FOR CONSTRUCTION _ ,ea fwd fa Tde~mr M mwky ear«
STRUCTURE C1A~ g RIPRAP 2 1/2` x 3/8" END BARS ~ ~ amata rafyefr to w Po r a tlodrotx ar an Po paeH a+anb ~ mil' fatskwL tLaeor kr ofd ~ dabber bads r~
PoMBeyetm PM fTL1ER y - s Pod Iked LOW FLOW ORIFICE Mhr Poronamtm pe~(os r Les lm frbanery 111, hamY aata+s IL~aa'e aquvlka Enraged Las W Po 1 ft Nyh• toad kr dids /ui an et, , . , , , , e Pod geed dbhrbed mho ad ae ~ ~ ~ ~ Syr. En ideate
CLOlN I N ,I NOTE:• iWE EX15nNG TOPSOIL tS In $E USED TO UNE 1HE WEllANOS FOLLOIWNG EXCAVATION ® a 107 East Second St.
i ~ _ , _ _ EL 78.8 - _ 1 TO PROMOTE VCX.UNIEER GROWTH. IF SUfF1ClENT VOLUNTEER A70WIH IS NOT APPARENT W1THlN ~ E~~~~ Planners 1 YEAR 1HE ABOVE PLANTS SHALL BE USED 137 SUPPLEMENT THE VOLUNTEER GROWTH. ~ Since Greenville, N.C. 27858
crn~~wa rca wFn an/n~ nlln Fr ~1L~ r._________ M e" ~i,,. m ® 1918 (2521752-4135 Surveyors
'~.I \/l HII ?Irl /1-11 .II -rM n.vrv._.v _r_rr_r a rvc. r rft~ NOT TO SCALE 2 X 18" RCP L0W FLOWV ORIFICE ~ 3/16" FILLET WELD OUTSIDE BAR AND SEA
BARREL EVERY 3rd TERMINAL BAR. 0215 r
ALL STL. SHALL BE HOT DIP HERRITAGE, L L C wner eve o er :
INVERT BARREL AT GALVANIZE AFTER FABRICADON BOTTOM OF BASIN HERRTAGE COMMONS
ELEVA77ON 74.60 1„ HERRI TAGS, L
~ , DrETAL.S NOTE.• REFER TO SPECIFICATIONS FOR PO BOX 271
SET RISER ON 12° x 4° KEYWAY, TYR cfzA rlNC NOTE. f L_ THK. J14r STONE ADDI TI01 DATE f" , ADDITIONAL DETAILS KINS TON, NC 28502 NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA
BASE LEVELING PAD. TELEPHONE: [phone] REV 9-1J-01 PER WATER QUALITY (TODD ST. JOHN) COMMENTS EF SURVEY DRAFT EJF SCALE DRAWING NO. SHEET
STORMWATER WETLANDS OUTL T STRUCTURE SECTION A-A REV 8-JO-01 PER WATER OUALITY COMMENTS E AS SHOWN W-2472 5 6
NTS REV 7-19-01 PER LAND QUAUTY COMMENTS EJF DESIGN EJF CHECK JDV OF

Uif~S?REAM ~
t,~V~RFl.gW
~o,,.
w 1 ~ iii ~
?
d• . b
~b ~
, B rvorES:
`r`r" .~r,~r ~
AIRY BOTTOWf i- - - - - ~ A 1. ROCK CHECK DAM SHALL 8E CONSTRUCTED A ~ OF CLASS B RIP RAP WITH 12" TH1CK N0. 57
DF fiI.YMI~D ~ - - - STONE FACE ON UPSTREAM SIDE.
'f` ~
~ ~L - - - J, ~ 2. H VARIES ACCORDING TO LOCAL CONDlT10NS. ~ ~ INSTALL AS DIRECTED BY ENGINEER,
3/4 ~XTERldi N~1'~: IN.f. RII~'ttJr~l.Y ;QMF'L~~EI3 'ST~rI GUNS PLYWDflD
StlAli. pE I~iDTE~~ED A~ 1HE END , B
111 iN ANCE WI1H 1HE~E ~Aqi d AGCORA
~1'AILS, S'tEEI. FENCE
P4S1 ?1tP. 't ~
lI~S1RFA{I~ ENG ~ OI~Rf'~.~W SPILLWAY SHALL BE 6' MIN. BELOW LEVEL OF LOWEST BANK
S'n1RAi DI~AiN
SPILLWAY-W MfN. 2'-0°
t ~i r ..t 2 STREAM WIDTH MIN, I3
1 . i~ _ N0. 57 STONE
1 3 Pil' i H ~ ~
i _i H ~ ~ ~ 2:1 J: ~ ~ ~
• j ~ •a e ,~f ~ , CLASS B R1P-RAP
1~
_A B-B A
WAS ~ . ~ ~ -
AEG a TEMPORARY ROCK SILT CHECK DAM
- _ _ F Nrs
I
_ ~f
NJ~It6 D1'li a.
-
_
I
0 CLEARING &
Z TIMES PIPE DIA. ~ 3 GRUBBING L1M17S
Z ~ O
~ F' U 2' M1N.
~ ~ _ _ _ _
-ti : ~ UNDISTURBED _ AREA 1 COMPACTED SOIL W
~ 18 MIN. r_
~ - - - SWALE - ~~=f 11-iii i n-iii-III-!Ti--i i~-E i i-iTi-iTi-Iii-Iii I - l 1=1 I
p 4 I ~ - I r 6' TYPICAL ' ~ -f - ~ ,i
0 0~ ~ ~ 0 I a ~ i~ i -I I ~_i
p ~ p© ~ w 4 / ,>y/~ Q I C~ O m m ~ 1
~ a pdp ~ ~ ~ I~
d p ~ p 0 Q Q a MAX. 1 1 /2-1 O p > > ~ T 1
C~ r p ~O RIP-RAP d
0 0
VARIABLE -
3TIMES PIPE DIA. TYPICAL ENERGY DISSIPA?ER W/RIP-R1~P
PIPE DIA• NOTES;
SARI FLARED END PIPES GREA`~ER THAN 36" Ae~E I WILL REQUIRE CONC. SLAB AND OR RIP-RAP TEMPORARY Dll/ERSION BERM
i TO PROTECT BOTH ENDS OF PIPE Nor ro sc,acE

~
~j~J)J / ~lJ~~y~~ RIP-RAP DIMS. AS SHOWN ON PLAN
FROM CHANNEL THUS
4" FILTER STONE BED a
OR FILTER CLOTH
~P P o
TYPICAL CONC. 5 FLARED END / S P`' ~C~
SECTION 'y ~Q. ~ Q 0
RIP-RAP PROTECTION AT OUTLETS FINAL DESIGN NOT FOR CONSTRUCTION
~91Ea Ada+'` ~`'~~aad
wner eve o r ~ ~ •
FOR PIPES ON MILD SLOPES a SI~O~e En i<neers ' ~ g ®f9 ~ ~~~~A • 107 East Second St. Planners
® S'nce Greenville N.C. 278 8
HERf~I TAGS t L C ~ ~ _ „ ° ~ 5 ,.Re.,,,,.e ~ ® _ 1Q1A /oFOI nan_~~nc Q..
TYPICAL ENERGY DISSIPATERS PO BOX 277 ~Htl
WS KINS TON, NC 28502 HERR / TAG E L L C
TELEPHONE.• [phone] C14, HERR AG
E COMMONS
ic' DETARS 4
DATE NUMBER ONE TOWNSHIP EDCECOMBE COUNTY NORTH CAROLINA
REV 9-iJ-01 PER WATER QUAUTY (TODD ST JOHN) COMMENTS EJF SURVEY DRAFT EJF SCALE DRAWING NO. SHEET
REV 8-30-01 PER WATER QUAUTY COMMENTS EJF
REV 7-19-01 PER LAND QUAUTYCOMMENTS EJF DESIGN ELF CHECK JDV AS SHOWN W-2472 6 OF 6

TARBORO ~
~ N s ~6' / ~8? ,
/ S 0~,.
•s / / F / / / / ~ 7>46g,
ti .c ~ • AQ ~ 1 ~ 82. / / 22 ~4b „
/ / pF
~ / 6 / 1 ~ k ~
/ / 1 k0 ~,ti v s93~, / / / 3 833 ,
/ + t 93p.. / /
i ~ E F / / , 0 p
U. 258 PRINCEVILLE ~ / .y0 '0 k ` ` ~ ~ N 1~ ~ / k 1 's'ir , 0 FO ~ se so
G• / `L g~ ~ T 9. / / F r ~
~ 5,64 ~ R 0 A
U p 't,~ ~ ( ~ 4
G /a6 ~`r#EiPs ~ ~ G Q o1 / / , r : ~ A~ g
~ •s D 6'
~ ~ 'qtr i°F ri? tS, ;fit, 6 ~ Op,,
' ~1 h ~ ~ / 2 .r 6, / / 1 ri ,i iN~~~ ~,`1 1 ~
le 5' m Q'
J• ~ / ~ , ,E` ?j' 2 0., fir, 1r > >
/ 2~f.~ yo ~,,~P, f~w~;~ ~ o 1"' ~Q~ ~ ~ 1 •k
/ ~ rl' 'r V`~ ft?~, 1 4 E ,r~, , / k~' cS~' ! ' 1 ~ f ' , 995, ~9 ~ ~ ~ P~ , ; ~ ~ 1 ' ~ ~11~~ t~`
o ~~`~%,Q 5•: `8,1 r~ P 09~ 12 ~ PLl
a.r~ r.~~ k~ ,I f,?; ~ ~ ~ ' l tz . _ ~ : ~ ~ }Q ~ r : 0 y 4.67 AC. ~ ' ~6 , , ~ ~ ~ s ~ 5E k yri3 8~
VICINITY MAP , ~ ' s EP ~ yy rz~i ri`11 ~ r f F<r S6,
NTS 2 ao,t~r lQ' ~ ~ a r o;.f ~g t'~, 8
s 5 ~
~ ~ r . a g 0 ~~,1~',~,E, •63' / ~ ~9. ;f ~ s
~ ti~g ~~},?,lt, 5SQ 0
o .~0~ t r , 2, ® ~ ~ o 6~ ; r~~,',~,,, f. 0
o. g 9~' 0 r r; ; ; ~0 9
0 g1 x,51 t ~ 2 ~p y ~ ~k N~•
~ 10' ~ 9 15 N T ~ 2 1 k. ,/E
i ~Q ~j ~ ; ~ ;1 r r 50' ORANAGE ~ 1` Q ti;r';??< EASEMENT ~
/ 5 ~ 5 ~E ~ ~ ~ ~ ,po 1=r~ s. 0 ~ 8
F. ~ ,h /`l d ~ 0 f ~ ; ~ ~4 d o~ k w 8 ~ h 2 ~ P~ Gti
~'k1 ~ ~1 14 o k,
~ s~ i~/ o '~~1i 0, P• 0~ ~ ~ 0
/ o z~ ~ / 2~ 13 of 20. .0~, 2
/ ~ yk E mss, E NOTES 6 0 , , / / ~~1 h ~ ,~k k0 12.34 AC. gg~ ~ ~ 69• ~ . ,
/ ,k1 ~ kp 1. PHASE 1 INCLUDES: / ~k ~ 2 ,a~ r° ~0 PSE, k ~ s~. ~ E ~
/ \ r1~~ s ~ , a ; r';`; ~ ' ~ r'~ ,e'' f~' f ,
/ / V R A) 3 DRIVES ON NWY 258 AND AN INTERIOR (P ~ 2~ O
ROAD ACROSS THE BACK OF THE LOTS. / / o Z 0 . 2~ ~ ~ ~
/ 7 10 6 / / t,, s ° Z
T AR LS ~ / o.9s Ac. B) STORM DRAINAGE 0 SERVE OUTP CE / ~ / / a ~ ~
#1-4 (SHEET 3) - ' / f:~ 20 F ~ ,8 ~ B E~ ~
f ~ ~ y 6' N ' ~ 6 ~ ~ p,R
1 CB 1-4 AND CONNECTING PIPES o o ~ ASEMEN ! 46'`~ ~ 0
" NDER EAST DR1 VE ~ ~1 6 0 ; ` ' ~`9' ~ P~' ° `f , 2) 42 RCP U / , ,p ~ .4 ~ ~ ~n ~ r o~ o f' 34 5~5• .5a~ ~ 8 W R8 ~ ~ 244 5$1 ~c P G~ 5~.
ONTO HWY 258 / / ~ ~ , ~ ~ • r 546 ~ ~F 33.20 0, k' ` ` / t q~
3 STORMWATFR WETLANDS / / ~ g , J 11 ) 4) 2X36 CULVERT FOR DRl VE CONNECTING ? F` r' ~ N~ Q
/ / 1 ~ ~ f~~ 1.00 AC LOTS 12 AND 13. / / p 1 ,EOP ' p0' S0' R ~ 0'13 , gC 244 3
CREFORESTATION OF THE AREAS INDICATED 6~ ~E, ` cA + f N ,
~ s , (SHEET 2) / / p1 9 `.w ~ ~ SEMENT ~ ~ , ~ FR ME 30 R ,,~r o
~ ~ un~. EA / / 1.05 AC. , ~ 20 .r ~rw ~ 30' R % !
0~, , D) WATER AND SEWER UTILITIES AS INDICATED ~ / / A ~ 3o R ' S 4 0~~ m ~ ; ' , ~ ~ -
ON SHEET 3 / / ti . 92.7 ~ ~~;^'E .7~ r5y~~!i , ar 1.60 AC. q03, Choy 7 ~J i /
/ / ~o ~;r srj, i,•' f f N w 1.47 AC. S 14 ( f ' / f 6p3' wo 115. ~ -i
2• THIS MAP WAS PERPPARED IN PART FROM MAPS / / mss, ,a' , R / / PROVIDED BY THE OWNE AND IN PART FROM A / / ~ 4 ~ ~
SURVEY BY RIVERS AND ASSOCIATES, INC. s ~~'j'~ O N U~ ` d ~ ~ 99 3825 Cher s 1 r 48
/ / 16 ~5~, 0.91 A ,r' 30' R ~ , OIL EA 2 W ~ s y 1 - 20 g 4 50.
3• TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY / 0 ~ Ac EAS / ~ ~ sE• n~. gE• ~ 36 ~ , 1~1.• E ~ 1.46 AC. ,,9513 412 ~
MACK GAY ASSOCIATES, P.A., ROCKY MOUNT, N.C., / a / QG' nG EA g4 U 4 U , 31 ~ i.. - - ~_r~i / Q
PTEM R 23 / Q ~ y0 . r~ DATED APRIL 29, 1988, REVISED SE BE ,y ti ~ e 1~ a g 6~ ; "
1988. / ,h/p~ ~ ~p p0 26 , ` / p`~ ti ~ tip m, 1. 0' r~ 1.45 AC. ~ = ~
4• REFORESTED AREAS SHALL INCLUDE A MINIMUM OF w ~ , ~ ~ o i ` 46, ~ , ~ rn f,~ , R
/ ~N ~ > v ~ AT LEAST TWO NATIVE HARDWOOD TREE SPECIES ~ ci h ~ d ~ ~ 269.0, yo , ,
PLANTED AT A DENSITY SUFFICIENT TO PROVIDE / °s tii 11" ~ ~ ~ / s .~q 5 ~ rnN -B 1YP.) ' 943.55 ~ ~ , i NG~ ( " W ~ ~g CIA ~ ' 30 46 , ' ~ ,
320 TREES PER ACRE AT MATURITY. / 9R ~ 0~0 ~ 36 9 „ / / f sr~, . ~ ~ 1.04 AC. 1p, a g T 36 SIGN z S 47 , - , , -
5 - - / / ' ~ `~s, ~ Ja rn 10 X~0 ~ ~ ~ ~ ~ ;269.0 i
ENTf~ANCE DRIVES AND CULVERTS ON NWY 258 o ~ SUBJECT r0 NCDOT APPROVAL. / ~ ,1
~S h g D' / .moo ,0 ~ 64 g2 ' R 0' ~ ~ ~ ~
/ / p1 p0~ Z p2 W 46' / ~ ~ ,r S p ~ 46' ~ i i
/ / g• 1~ ~ W' 143, 9 h f l~~ ~ ,
' i
i
/ ~ 1.56 AC. N 3'19 ~ , ~ ,
/ / , k ~5 , ~ 563 ' ~ ~ y- ~ / e a~
/ / ~h 9.~g'5 nor- i TOTAL ACREAGE IN SI TE.• 32.11 AC.
~ , t p3. ~ / ~ ;~2 Jr r-~ i
/ :36.21 ~ ~ TAX PARCEL ID N0. 4727-99-2351
/ ~ . S ~~99.3~ r ~
9 ~ ~ / / ~ ,~y'3 ~ ~ ~ ~ / / / I ~ > ~ 3~ o~, ~ j ~ ~
/ / ~ •2 / s GRAPHIC SCALE
~ 3~ 6 p1 / i. ~ ~ .S 100• ~ / ~ ,oo o ~ zoo ,oo
\ ~ / / / ~ ~ / /
~ / ~
~ u i
~ i~ (IN FEET ) 1 inch = 100 ft
- a e8~ ~
~ ~ ~ 1. CONTACT N.C. ONE-CALL (1-800-632-4949) TO HAKE ALL
~ UNDERGROUND UTILITIES LOCATED PRIOR TD EXCA~ARNG
/ OR ]BENCHING. FINAL DESIGN NOT FOR CONSTRUCTION
2. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE TOWN R' rs
~ OF TARBORO MANUAL OF STANDARD DESIGNS AND DETAILS, ~b~, ~~wT ,J •
~ 3, ALL DIMENSIONS ARE TO BACK OF CURB UNLESS 07HERWISE NOTED. ? ~'`'r:. BBUCI$~B~ En ineers e* ~ bn
~ d~y~ • • 107 East Second St.
4• ALL LOT BEARINGS SHOWN ARf BASED ON DEED BOOK 1019, ` Since Greenville N.C. 27858 Planners t Q 191e [phone] Surveyors ,~L ;
PAGE 238. Y 024? "
wner eve ~ er • , ~ - ~ HERRITAGE, LLC
.41N~~~~:fa ~
~ r HERRITAGE COMMONS HERRITAGE, tt C x • .
PO BOX 277 SITE PLAN
KINSTON, NC 28502 DATE - l - c
NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA TELEPHONE. [phone]
REV 9-13-01 PER WATER QUALITY (TODD ST. ANN) COMMENTS E.F SURVEY DRAFT SCALE DRAWING NO. SHEET
REV 8-30-01 PER WATER QUALITY COMMENTS EJF 1 100' W-2472 1 6 REV 7-19-01 PER LAND QUALITY COMMENTS &F DESIGN EJF CHECK JDV OF

/
/ / PLACE `EX/SnNG RlPRAP
/ / OVER NEW h7LTER CLOTH STORM DRAIN
/ / / 2x18" RCP REMOVE AND STOCKPILE TOP~;O1L. OVEREXCAVATE 6" 1N °
/ / •o° STORMWATER 14EILANOS EXCE'pT FOR FOREBAY AND MICROPDOL. / /o~ ` TIET STRUCIUR FILL OVEREXCAVATION WITH STORED TOPSOIL. / STRUCTURE TC GRATE INV.
/ ° 4 Ero$ion Control Provisions / ° / / ° _ ° °o , _ / Dl #3 * N/A 83.501 75.941
o eo°° sJ , / / ° ~ 85.00 84.50 77.92 ~ ~ ~ CB #1
/ / ° ? - 0"-9" DEPTH (20,000 SF) 1. PROVIDE 20 X 50 X 6 STONE CONSTRUCnON ~ ~ CB #2 86.26 85.76 79.27
/ / °goa°° p i`; ~~;~s.,, _ ENTRANCE IN DRIVEWAY AS INDICATED, ° .r / ~ ( ) / : " ° ° ' • ~ - 9"-18" DEPTH 20100 SF STORMWATER WETLANDS lO ACT AS i i 22~'
/ ' °~8a8° °o , fl~ ? Z CONSTRUCT TEMPORARY SEDIMENT BASIN. PROVIDED TEMPORARY / ~ ° °oooo ~ r~; ~°r v._ TEMPO RY S7N DURING / ~ ~ CB #3 87.46 86.96 80.24 TEMPORARY SEDIMENT BA / ,
° ~ DAM IN DITCH AND PUMP AROUND 8AS1N SITE DURING , , o, °oo /~%'i~ r~, ~ , f coNSTRUCnoN. CONSi CONSTRUCTION. RETURN TO DESIGN i ! ~ CB #4 86.23 85.73 80.98 / , 1•
/ ~ ~ , ' g 1/;t ~ _ , ` MicROPOOL aREA = e, goo s F !?EPTH I / ~ ~ °X ' ~ ' , 3. INSTALL SILT FENCE WHERE INDICATED. DEPTH FOLLOWING CONSTRUCTION AND ~ ~ 2? / ~ ~ ~ * ONS 1N THE FIELD
/ ;i _ „p ~ % FOREBAY AF.'EA = 8, 700 S F. STABI! , STABILIZA110N OF UPSTREAM AREAS i CONTRACTOR SHALL CHECK ELEVAT!
/ r ~:•r~ ,r j ~ 4. N ALL CATCH / X ~ r p, , h INSTALL ROCK INLET SEDIMENT TRAPS ARDU D , ~ i AE ~ ~ ,00 0~h
' 0: f ~ X i ~ 'r ~ ~ ~ ~ ' l'~ _ ~ ~ ~ ~ 5. INSTAtI PLYWOOD AND STONE PIPE INLET PROTECTION / / , ~ -'~V i ~p 1~` 0 FO
r ' ± ~ r AT ALL PIPE INLETS AT THE END OF EACH DAY FOR t<4~ ~ '+5~ REMOVE EXISANG ~ti B ~ ~ FR Y
- *''r` ~ ~Q ~ ~ % ~ ~ ALL STORM DRAIN UN ER NSTRUCnON. i~`~ 3X12" PIPES S / / ~ lNV, 74.60
~ f ' ~ f ~ ~ ~ ' ~ ~ _ ~ ~ ~ 6• PROVDE TEMPORARY SEEDING WHERE WORK ~ `•",Ft`\ X` ~,_i r`~;~_._ ?5 TONS CLASS B IS SUSPENDED OR DELAYED FOR 15 DAYS. / ~ ~
~ 4,~._ _ % r' , RIPRAP W/ FILTER CLO7H ~ `,v~ i i /`;j; ti ~
x ~ ~ 7. STOCKPILE TOPSOIL FOR USE IN LANOSCAPING• , ~ ~ M 1 ~ / ~~r
~ f "X ~ ~v` •.J_ 8. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL i ~ ~ ; 50 RIPARIAN BUFFER / l
f - ~ , ~ F` >'_._w _ ~ f r M- - - i EROSION CONTROL DEVICES ON A WEEKLY BA IS AN ~ Yl J ! ~ „ ll ! AFTER EACH MAJOR STORM EVENT. FAILURE FO KEEP ALL / ~ i b ~ ~ ~ ° , ' BOTH SIDES OF STREAMS AS
~ ~ . , , r _w L... . -u_ _v ~ j a- i i / EROSION CONTROL DEVICES IN PROPER WORKING ORDER ~ ~ ~ ~ = ,l'~ ~ ' t, MEASURED FROM TREAD OF WATER. ~ ~ ; s S10RMWATER
,r,_ ~ i % 1 f ~ ~ X - , , ` .w MAY RESULT IN A STOP WORK ORDER OR CIVIL PENAL nfS / i ~ iI ~ ~ CONSTRUCTION i 1 , WETLANDS LIMITS
f.. - - ~ - g~" , ~ mow. UP TO j5000.00 PER DAY OF VIOLAnON. ~ FOR BAY ar
~-I sf ,l ~X 9. THE STATE OF NORTH CAROLINA RESERVES 7HE RIGHT TO . •x~ ~ / a, ~ w. ~ ~ o 12
I . fy ~ ~ m. ~ ~ ; . REQUIRE ADDI nTONAL EROSION CONTROL MEASURES \ 71~ ~ ~ .r ~ w~ _s SHOULD IHf PLAN OR ITS IMPLEMENTAnON PROVE n,~,~: , ~ 0 ~ 0 0
' ~ _ . ~ TO 8E INADEQUATE r` _ av / I / ~ 0 0 4.67 AC. , / ~ ~ ~ 0 0 C E
r X i F ~ J, .,ti~C~ •w~;` ' r ~ _ r. I e i 1 ~
. _ - ~ ~ ~ _ r ~ 7~ . ~ - ~ 'f l ~ 1 ~ ~ . 1 ~ o o >40 0~ . STREAM -TOP , / ( 1 0 0 ~~0 0~0
I \ (,,~.R o 0 o b OF B ~
--~,r- _ - ,k , ,t ~ / ~ \ ~ ~ tea, ~ ` Q o o ~ o STREAM -TREAD`., \ \ \ ~ 1 ; ` < ~ o o ~ y a o o CLEAN OUT EXISTING DITCH
i _ i h f ` \ ' o ~ ~ o ~ OF WATER ~ ti / ~ \ l ~ ~ ~ a ~ FROM F.E.S TO 3X 12 O
J _ ~ - b", o 8'~~ \ ~ I i° - RCP ®NCSR 1289 F
.F ~ i ~ _ f ~ / ~ l o o .P o. ~ r l f l - - - : c, :.t,, ~ ~ o ~ ~ / r GRADE ®0.15%
• 1 / ~ ~ o00 0, oo~~oo ~ 1,
~ ~ / _ ' ` ,r ~ 1 , ~ , " / ~ 8~ ~ ~ ~ 0 , 4, ~ d.. 0 D 0 1 t~ 2 ,l ~ / r ~ ~ _ „ 2X36... RCP o Q: a. o ° o r o
~ ~ s Q9 ~ . _ r ~ v__ 0 . ~ ea- 2X36: RCP FES a~ ~ . 0 / l l ~ ®0.159` ,n ~ o o o ~
5 0 / / ~ INV.: EL. 75:25 ..q~o,~gfl o 0
` ' ~ N0 DEWA)ER1NG OF THE BASIN FOf' MAINTEAANCE _ - ~ ~ ~ - , o ~ ~R / ~ i 40 TONS CLASS B ~ , ,,,o . o o .w-a o CP . / ~ 2X36 RCP FES ~ , , o o n ~ o R
URPOSES SHALL BE ACCO L N D U _ 0 - ~ / ~ ~ / P W FILTER CLOTH o '~o. ~ o 0 0. RIPRA / V. EL. 75.31 0 o a o o k \ ~ ~ o =,y ~ o ~~°o ~`44G
/ ~
\ / ~ ~ o ~ q E~ 0 ~5 ~ ~ ~ ~e o ~4 0 , 5``~ . ~ ~ / / ~ ~'L ~
_ / I i l l ~ /
/ / ~ 12.34 AC ~ ~ ; 30 AND 42 FES ~ n RE ~0
+ / / S1'ORM~ATER TLANOS ss- :INVERT EL: 75.85 / ~ ~ ~ / ~ ~ a ~J, ~ <,r y, o l
M \ / / 1 =4O ~ 52 TONS CLA~~S 8 / o ~ :.a ' o / ~ / ~ ~ o
/ / ~ / ~ ~ RIPRAP W/ FILTER- o~=". ~ „~;t, _ ~e CLOTH LINERS 30 RCP a`~ ' ~ o ~ 0~
/ 10
/ / st ~ 0.96 AC. :`%r' ~s~°
/ \ / ,,T N CONSTRUCTIO
/ / M(T/GA TION PLAN / ~ ' ~ ~ LIMITS ~ " ~ ~ - 8190 SF ZONE 1
/ / 'F\ ;~"fir ;:(Je,z~ DISTURBED RIPARIAN AREA ~M,`, h;"' ~ \ ` % 5 460 SF ZONE 2 ~ ~ ~ i 0,55 , ~ C . ~ \ \ p '
/ ~ ~ ~ ~~,~~nrr~' ' ~ ~ " R C.B. # ~ . ~ ' / \ \ 30 STREAM -TOP
ZONE 1 = 16,380 SF / i ~ ~ f,7;~ ; `es ~:N ZONE 2 = f0 920 SF ~ ~ • ~ ' , / / ~ ~ c~s 1 i ~ ~ ~ ~ I OF BANK
/ / ~ i :~F I \ ~
REOU/RE0 REFORESTAAON AREA / / ~ 8,190 SF ZONE 1 STREAM -TREAD 3q, C.B. # 2
= 6 520 SF ~ 16,380 X 3 + 10,920 X 1.5 5, / / ~ ~ J.00 AC. ~ 5,460 SF ZONE 2 OF WATER 1 RCP ~ _ /
/ / ~ RffARESTAAON AREA PR01?DED 75,608 SF ~ ~ 30 ~ ~ ~'a. ~ ~ ~ ~ 42 f~P ®0.1% p.P• /
FERnUZAAON PLAN / / ~
i' C.B. #3 \ ~ 3 ~ , ~ % 1 24 RCPT 3.7~ E.., r 3 \ ,
THE NEUSE AND TAR-PAMUCO RIPARIAN BUFFER RULE ALLOW fOR ~t ~ NEWL ~ ~ -ee- ~ A ~ ~ Y PLANTED VEGfTAnON. / / \ A ONE nME FERnUZER APPUCAnON 7a ESTABUSH \ ~ . \ % ~ - - - - " RCp \ 24 F.E.S. ~
ONGOING FERnl.IZER APPUCAnON IS PROH1811ED. / / \ ~q / / ~ C SIRUCTION / 1.47 Ac. _ INV. 84.00\ /
R AL FERnUZER CONFORMING TO STATUTORY REQUIREMENTS AND / ~ ~ ~ PROVIDE COMME Cl RD OF AGRICULTURE. / \ LIMITS C.B. # - - ~
ALL RULES AND REGULAnONS ADOPTED BY THE NORTH CAROLINA BOA / / 1 ( r' EXISANG DROP INLET - - , ~ ~ - E. S ~ ~ y - INV. 76.14 ~ . 3 /
HALL 8E US£D. / / \ FERTILIZERS THAT ARf COMPOSED OF SLOW-RELEASE SOURCES OF NITROGEN S 8 ~ _ _ , ~ INV. 87.00 ~ - ,s
PPUCATION TO ALLOW PENE1RA110N AND REDUCE THE POTENTIAL RUNOFF. / / / LIGHRY WATER AFTER FERIUZER A ~ 9 TONS CL ~ RIPR P , ` ~ ,
R GRAVITY TYPE SPREADERS RATHER THAN CENTRIFUGAL (ROTARY) TYPE SPREADERS / / 0.91 AC• USE D OP ( ) URE THAT / / DO NOT FlLL FERTILIZER APLLICATORS OVER HARD SURFACE. MAKE S 1.46 AC. ~ W FILTER'CLOTH ~ 1~ PROPOSED TRAFFIC
THE SPREADER !S OFF WHEN PASSING OVER DRIVEWAY, S10EWALK, PAnO, ETC / / ~ , ~ ~ ~ SIGNAL
CLEAN UP ANY SPILLS IMMEDIATELY. / / ~ ~ - 24 RCP ®0.3~ , ~.~f-,,; ~ = „
OlSTR/BUTE FERTILIZER UNIFORMLY OVER SEED BED AND HARROW, RAKE OR OTHER~9SE WORK SAME INTO SEED BED. / / , ~ , ••1 „~.q / / , ~ .i:4~ Ac. _ ~ ~ , , , ~ , ~ REMOVE EXISTING 18 AND 36 ~ ~ ~ 24" F.E.S. INV. 87.33 , ~ ' , , ' ~ CE RCP AND F.E.S. -REUSE
SCHEDULE FOR fMPLEMENTAnON / / ae? ~ / ~ ~ , , , , •~qN ~ EN i IF POSSIBLE ( \ , , ?ION
/ ~ v ~ TREES WILL BE PLANTED, DURING THE MOST FAVORABLE PLANANG SEASON FAR THE SPECIES, ~ ~ ~ ~ ~ ~tJC \ ti - , - CANS ~
AFTER ALL GRADING AND LAND DISTURBING ACnV1 AES ARE COMPLETED. / / ~ ~8 5 ~ ~ \ qRY \ , , , ' MpOR
/ / 1.04 AC. \ / ~ 24 RASP ®0.42q ~ ~ tE LEGEND ~ - ~
/ ~ ~ n \ / / ~~s ~ 4 FE.S• INV. 7.50 i ~ i / \ ~
/ ~ / ~ 9 TON CLASS B R PRAP ~ , , ~ ~ DISTURBED RIPARIAN AREA ~ ,
/ 8 \ ~ / ~ lr W FILTER LOIN / / 1 / / ` l ~
/ 1.00 AC. I , / / ~ / i INV. 88:00' ~ ' o
/ / / 85 / ~ REFORESTATION AREA PERPETUAL CONSERVATION EASEMENT o o /
NOTES / 7 / ~ b TT R
SPILL GU E
PHASE 1 INCLUDES, / / 1.56 AC. _ - ~ ~ ' r- ~ 1. / - / ~ ~ ~ SIt T FENCE
AN INTERIOR / / re ;r , , , , ~ i A) 3 DRIVES ON HWY 258 AND _ .
ROAD ACROSS THE BACK OF THE LOTS .=b-~ ~ . ~ ~ ~ ' CK DAM CHE
~ When hydroseeding equipment is used for seeding, fertilizer 4, Temporary seeding wit! be done in those areas that are bare
B STORM DRAINAGE TO SERVE OUTPARCELS ~ / ~ , i shall be applied simultaneously with seed, using the above rates and no work done for more than 15 days: of application. Seed shall be certified seed or equivalent based
1-4 (/SHEET 3 / ~ ~ ' ' ~ ~ ~ ~ ~ on North Carolina Seed fm rovement Associotlon r uirements for 5, All erosion and sedimentation control devices shalt be p ~ inspected by the Contractor after each rainfall When
/ I ~ / certification. All seed shall be furnished in sealed standard inspection reveals the trap to be reduced to 50% of design
1 CB 1-4 AND CONNECTING PIPES / / I ~ ~ ~ 3. Parkin lots shall have stone base laced on them for I ~ / 9 P 'm for containers. Seed which has become wet, moldy, or otherwise capacity or the device to be deficient in its intended damaged. prior to seeding will not be acceptable. Seeding shall purpose such as fabric deterioration for silt fences the GRAPHIC SCALE
/ / ~ ~ i ~ stabilization an h I fo stabilize 2) 42 RCP UNDER EAST DRl VE ` ~ ~ d shoulders s a 1 be seeded the / \ ~ ~ i sorT. Seed bed preparation shall be conducted according to North to North be accomplished with hand planters, power-drawn planters, hand Contractor shall restore the device to its original
ONTO HWY 258 \ / ~ / Carolina De artment of Trans ortation Standard S ecrfications for ons for packers, or'hydroseeding equipment of the following rates: condition. 100 a so 100 200 ~0°
ANDS / \ ~ P P P 3) STORMWATER WETL \ ~ ~ Roads and Structures (D.O.T:). >he ground surface shall be 5e 's, and Seed Bed Pre oration (Offsite drainage easements and 6. All erosion and sedimentation control devices shall remain
4) 2X36 CUL INERT FOR DRIVE CONNECTING \ \ ~ i ~ / cleared of stumps, stones, roots, cables, wire, grade stakes, and ~ ~ other materials that might hinder proper grading, tillage,
LOTS 12 AND 13. ~ ~ ~ seedin or subs uent maintenance erations. Grades on the area C R FORESTATION OF THE AREAS INDICATED ~ \ ~ g ~ E ~ ~ to be seeded shall be maintained in a true and even condition. stormwater detention area ; in place and be maintained by the Contractor until all ~ the area ~ seeding is established and construction areas have been (IN FEET )
(SHEET 2) ~ i i Maintenance shall include any necessary repairs to previously ~ition. Lime - 2 tons per acre stabilized. 1 inch = 100 ft. sly
~ ~ / graded areas. A!1 graded areas shall be thoroughly tilled to a to a Fertilizer (f0-20-20) - 500 pounds per acre
(TIES AS INDICATED ~ depth of of least lour (4) inches by plowing, disking, harrowing, D) WATER AND SEWER UTlL ~ ~ or other approved methods until the condition of the soil is owing, rs Seeding Mixture:
ON SHEET 3 / acceptable. On sites where soil conditions are such that high high FINAL DESIGN NOT FOR CONSTRUCTION
/ clay content and excessive compaction cause diffrcutty in getting getting (January 1 -March 31) use R• ~
2. THIS MAP WAS PRRPPARED IN PART FROM MAPS clods and lumps effectively pulverized, the Contractor shall use ~ the rotary tillage machinery until the mixing of the soil is PROVIDED BY THE OWNER AND !N PART FROM A / acceptable and no clods or clumps remain larger than 1 1/2 inches Common Bermuda grass (unhulled) - 20 pounds per acre `~li, v,t ii: ,e ; t~` Q •
SURVEY BY RIVERS AND ASSOCIATES, INC. Control M@~i$Ur@$~ in diameter, A firm and cam act seed bed is re wired and after 1 2 inches e` GA;~ ~ `'r\V~ ~ ~ ~9 BSOCIateS En ineers d ~ a',~: `gy'p a 6° d after _ ~
/ P 9 ~ 1. All work will be done in accordance with the State of being graded, the seed bed shall be lightly compacted with a land (Aprff 1 July 31) h a land ~s~p\`m` ~ , • 107 Eaet Second St. PlaIIner3
3. TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY ~ roper, such as a cultipacker, before and after seeding. North Carolina Sedimentation Control Law. Limestone shall be dolomitic o riculture round limestone Since Greenville, N.C. 27858 - er acre weer eve o r s Common bermudagrass (huffed 15 pounds p Q 1918 [phone] SUr~e90rS
MACK GAY ASSOCIATES, P.A., ROCKY MOUNT, N.C., g g Weeping Lovegrass - 5 pounds per acre ~ ~{6L ie shall Centipede - 8 pounds per acre Q2155~
A APRIL 29 1988 REVISED SEPT~'MBER 23, 2. Following site clearing, all storm drainage culverts and containing not less than 10 percent magnesium oxide. Lime shall D TED structures shall be installed. Rock inlet Sediment Traps shall be placed be uniformly applied at the rate of 2 tons per acre. Fertilizer tuizer HERRI TAGS, LLC ~ H E R R I T A G E L L C
1988. around all drainage structures to collect surface runoff and shall be uniformly applied at a rate of 500 pounds per acre of :re of (August i -December 31) , to the PO BOX 277 IN
control siltation and release water at a gradual rate. All 10-20-20 analysis. The fertilizer shalt be incorporated into the 4• REFORESTED AREAS SHALL INCLUDE A MINIMUM OF easements outside the parking lot where storm pipes are installed upper three or four inches of prepared seed bed just prior to the r to the ~~~k HERRITAGE COMMONS Common Bermuda grass (unhulled) - i5 pounds per care KINSTON, NC 28502 j, ~
AT LEAST TWO NATIVE HARDWOOD TREE SPECIES wilt be graded, seeded and mulched. last tillage operation, but in no case shat! it be applied more tore ++++rs~a TaU Fescue - 120 pounds per acre TELEPHONE.' [phone] p~ggN,gp~ ~IpgTTOJy,q~p~`Q~~ PLAN
r,. than three days prior to seeding. Fertilizer shall be used /+....11....d.. - R nro,nrln nor nnro
PLAN1tU Al A ULMOY Wf-/.1G7tN1 1U t'KUVIUt immediately after delivery or stored in a manner that will not not DATE
320 TREES PER ACRE AT MATURITY permit it to harden or destroy its effectiveness. Seed Bed Protection: NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA
5. ENTRANCE DRIVES AND CULVERTS ON HWY 258
SUBJECT TO NCOOT APPROVAL. Straw Mulch 2 tons per acre (visual) REV 9-1J--01 PER WATER QUALITY (TODD ST. JOHN) COMMENTS ELF SURVEY DRAFT SCALE DRAWING NO. SHEET Asphalt Tack - 0.03 gallons per square yard REV 8-30-01 PER WATER QUALITY COMMENTS EF 1 " = 100' W-2472 2 6
REV 7-19-01 PER LAND QUALITY COMMENTS EJF DESIGN EJF CHECK JDV OF

EXISTING MH i i~ ~
/ , ~ 1• ~ TOP 79, 57 ~ ~ ~ k~ 2•~
/ i ~ INV.7244 i
~ i
f`"'~i ~ ~ , 0 / ~ k
~ i k~ 1 0 Fp ~r, 2 1y~ Ty 6
~ a F y ~ '~S
/ ,
~ ~ / ' ~ ~
~ ~ ~ ~ ~ ~ ~
N Opt n~ ~N EXISTING MH ~ ~ ,
410~~1~ W~rn~~ W~~~~ W N~o~~ J .y, J J tl; ~ J .I, tp J J~~, ~ J / i ~ '4 50 RIPARIAN BUFFER TOP 84.10 ~ i
OO~ZO ZNapZO Z~~b?O ®01o~°p=0 ~ i ~ INV. 73.74 / ~ BOTH SIDES OF STREAMS AS i ~ / ~ VA
2 2 2 ~ Qti4~] QI~•,~» APPX. EX. GROUND Qha]~ Q~~» ~ ~ i~ TORMWATER MEASURED FROM TREAD OF WATER ~ i s
g~~Z2 g~o22 g~a22 g~022 ~ ~ ~1LANDS
,d~. , ~ ~ ~ \
~ f i f ~ t S _ w._ ~ \ ~ ~ f2
86 , G r-_ .a _ EXISTING MH r, r ~ ~ ww ~ , ~ ~ ~ ~L TOP 85.79 MH 1 \ ~ ~ ~ 'NG MH PROP # \ / ~ ~ / ~ ~
84 ~u_.. ~ ~ .~._..t i- ~ . ~ a_.... a ~;..w~ ~ y ~ . ~ ~ ~ . w INV 74.90 ' 85.79 ~i ~ ~
_ / ~ ~ 74.90 \ ~ ~ ~ / > ~ _ k f" STREAM TOP
_ ~ _v.d . ~ _ b~S _ i3-. ,q,~ -W' °o ° r•.,. ~ ~ ~ OF BANK
_r,. ~ f ;i' / ~ sE
76 _ _S . _ z__~ _ , _ 36~ ~ ~ 45 w..r._..ar. ' ...,s_..._~._ ~ ~..~..~1._.y....M._ / ~ r! r / " t ~ CLEAN OUT EXISTING DITCH
74 r-- ~ , ~ ~ h 1..; 0~5 ~ ~ ~ , - _ ~ / » ti / ` 1 ~ FROM F. E. S TO 3X 12 0
DATUM ELE' _.,_.~m~_....~ ~ r- ~ t _m_ ~~wr._. ~ ~ ~ ~ fig / / ~ ~ ~ RCP ®NCSR 1289
/ 70.00 ~v \ ~ ~ ~ A eJ rr I f~ 3 ~ ~ ~ GRADE ®0.159
/ / PROP MH 2 \ ~ ~ r ~ ~ # ~~A ~ »
/ 0 ~ » ~ ~ r 8X8 x0 2X36 ,RCP ~ ~ r
/ / 0 ~ 2X36- RCP FES \ ~ ~ ! TS&V 0 ~ 0.159 ~
40 LF 16" STEEL / ~ ~ INV. EL. 75.25- \ / \
+ + 0 4+00 5+00 6+00 7+ ENCASEMENT PIPE / 0+00 i+00 2 00 3 0 00 E+00 9+00 / ~R 40 TONS GLASS: B: » 1 . 0 A ~ 2X36 RCP FES \ \ ~ ~ „ R / RIPRAP W FILTER CLOTH \ \
BORED AND JACKED / / / / 0 ~ \ ~ 46 LF 16 STEEL C~ INV.. EL. 75:31 i ti \ ~ ~ ~ \ \ G ENCASEMENT PIPE
/ / G~ \ \ , 'y ~ \ \ ~5 E $5 BORED AND JACKED
12"X8" / / 0 P \ ~ 4P 5• 0 , ' ~ 13 \ \ E 51, 1 . x R ~ \ ~E
TAPPING SLEEVE / / \ \ 0 5~ » \ R E ,i F
SANITARY SEWER - ALIGNMENT A AND VALVE / / / / 30 AND 42 FES \ \ RE ~0 _ , ~ n \ \ 0 ~ If L( , .A
/ / PF pR INVERT EL 75.85 \ ~ ` ~i OP MH #3 V A ~j. v 52 TONS GLASS. 8 \ \ ~ ~
/ / RIPRAP' W FILTER \ o '1~
h / ~z. CLOTH INER " o Z 0
EXISTING / » / 10 12 W.M. / ~ 30 RCP \ ~ ~a ~ ® 2.769 O ~
o ~ / \ ~ w ~ ~o PROP. 8 22.5: DI #3 N ~ y BEND ~
o / MH #6 ~
r+~ T~ O ~ N O ~ ~ ~ ~ ~ + ~
~ ~ NN ~ / / Op Oi ~ t\ O 41 d' O N ~ h 0101 ~ ~ / / °~4 o ,55q \ \ ~
Oh 41 h~ hO ~0~0 Ntb W WOoplr V) ~OnI, W ~cp^h 4101On~ W^~h. ~ / i ~ N RCP O g 30 C.B. # 1 N - ~~r \ ~
~ n J , ~ = J ~ + cD Z J APPX. EX. GROUND ~ + n = J OJ Uj , . / / 4 ~ IGNM \ 0P. Rpp. R Al. 00 \ PR '(~'P~) P E4Y~ \
~oo~o~, ~oo~,o ~N~,o z~i>u,o zrn,>oo~r / / PROPOSED ~ 11 11 » R, ( ~ \ ~ 8 T SE ATER \ EE » wq ; g W PROP. FH \
Q 1` ~ , , Q Q ~ , ~ Q 1` 0 FlNISHED GRADE Q 1` O Q ti ~ > > 8 WATER 02Z OZ2 22 22 0 / / ~ PROP. FH ~ gcnl.,, g~~" g~~,~ g~~22 MAIN I PROP. FH » P 1 MAIN q, C.B. # 2 8 22.5' BEND pg0 ) ®0.3
~ ._.....,z.. t r.. ~ . i i » » R. ( +04 » CP 2 W.S. 8X2 REDUCER SE 5 ~ , 0 R \ /
/ ~ l t ~ t ~ _ J,. --i~,.-~ .y. .y~._ .w._. ' i ~ ~ » 3 » \ 8 G. V. 42 RCP ®0.19 \ \ /
_ _ _ - - ~ - - - / / 9 °~N -r r 86 F ~ ~ ~ ~ , , t » / 2 G. V. +~0 C.B. 3 ~ ,
~ i ~ ~ k 4 - - - - 8 3 # 3~ J 24 RCP 4 3.79 ~ 0 f
~ ~ _ ---r-- . 82 / ~ 1 . ~4 \ 1+00 0 R 24 F.E.S. z~ "r ..i
~i..+~r - _ - - : - ~ - °r SE , ~ 3 r - / INV. 84.00 ~ ~ ~`~i C.B. 4
w_ , - - - - - r.7 ~ ~n.~ , ~ u ~ w... ~ _ ~ ._~e_ . _ _ ~~`~C:~Q~" . _ PROP MH #7 78 ~ ~ N 6~ , ~ , ~7 ROP. FH ~ ~ / »
DATUM ELEV 76 ~ ~ - - - - - - 24 F.E.S. ~ ~
8 7'5. DO PROP MH .v ~ / V,
PROPOSED 3 9 TON 1 o » - S CLASS B R PR P ~ ~ ,
PROP MH #8 3 } 2 WATER MAIN ~ o W r ILTER CLOTH ~ ~ ~ ~ ~ / o
SEWER SEF, VICE ~ a 4 - , i
24" RCP ®0.39 , , - r~ ~ f ~ ~ X!S NG 18" AND 36"
0+00 1+00 2+00 3+00 4+00 S+OG 6+00 7+00 8+00 9+00 » 24" F.E S INV. 87.33 , ~ , , ~ ~ ~ RCP AND F.E.S. -REUSE 2 BLOW OFF
ASSEMBLY ~ , ~ IF POSSIBLE
WATER SERVIL 5 IATER SERVICE ~
~
24" RCP ®0.421 RCP ®0.429 ~ ~ , -
SANITARY SEWER - ALIGNMENT B » 24 F.E.S INV. 87.50 'V. 87.50 ' , ' , ~ ' ~ ~
6 9 TONS CLASS B RIPRAP i 3 RIPRAP
W/F!L TER CLOTH R CLOTH 24" F,E.S. , - , ~ , INV. 88.00' ~ ~
SCALE.• , .i
HORIZONTAL 1 "=100' , . VERTICAL 1 "-10' , ~ ~
i i
i i
STORM DRAIN
STRUCTURE TC GRATE INV.
DI #3 * N/A 83.50E 75.94.1
CB #1 85.00 84.50 77.92
MINIMUM 3000 P.,~L CB #2 86.26 85, 76 79.27 CONCRETE COLLAR
CB #3 87.46 86.96 80.24
GRASSED AREA CB #4 86.23 85.73 80.98
ANf JOINT OF D.LP. ONE JGIVT CF D.LP.
RETAINER GLANDS (TYP.) RETAINER C1ANDlS (1'YP.) M.~L 45' BEND (D.LP.) Y.J 45' BEFD (D.I.P.) i i=~ ~ ' ~ ~=i i i ~ * CONTRACTOR SHALL CHECK ELEVATI N l : ~ ~ 0 S N THE FIELD
_ _ ~ 11= is . IIIiI III
OR AS N01ED ON PUNS • ~ 1O Bf PLUMB. IF ADJUSTMENT H 4" I I I---- ~ I I
1S NE(~SSARY AFTER PRESSURE d'. = A VALVE BOX
SILI~I OIRAIN TEST, REIESITNG MAY BE REGD. HYDRANT PUMPER NOZZLE SHALL BY GUC. BE PERPENdCUIaR TO ROAD 4
•VALVE BOX SHALL NOT 8E INSTAlLEO /N CURB do CUTER ~6 r GRAPHIC SCALE
I a ' ~o0 0 so ~o0 200 Sao
~ COLUR GROUND 11NE 2 D.I.P. ~ , VALVE BOX
~ ~ N
N ' PRECAST (IN FEET )
M.d 45' BEND O.LP. . :e ; ILd 45' BEND (D.I.P.) AND TAMP ~ ( ) CONCRETE COLLAR 1 inch = l00 ft.
RETAINER RETAINER GUNDS TYP. LOCKED HYDRANT IEf GLANDS (TYP.) ,~:.Sf i'. ( ) PRONDE ROCK SPILL AROUND NEED HOLES B' d PIPE
CONC. BIOpONC CONC, BLOCKING
NOlE~ PlACf LONG 8LOC10NG SUC+1 nlArlr NIXL UNFOIPMED CONCRETE- . MECHANICAL FINAL DESIGN NOT FOR CONSTRUCTION JOINTS
NOT INTERFERE N17H REMOVAL A~ BOLTS SLOWE 1LW OF CONE ~ Q • IO PROVIDE DRAINAGE • . CNARL017E PIPE AND FOUNDARY • ,~,,~..e, , rs
PIPE dAM£TER GREATER THAN 1Z' SEE fRAU HYDRANT DRAIN &U.C fNpNEERMIG DEPT. ~ U)L-274 VALVE BOX) ~o°° ~ '''r: UTL-281 EXTENSION)
PIPE LENGTHS SHALL BE AS REQUIRED ID CONSTRUCT CROSSING 6" GATE VALVE GATE VALVE AND BOX BBOC1ateB~ En ineers ens ~ E~~t , : ~ MER PJPE s 0 a • 147 Eeat Second St. Planners
ALL INTERNAL JONVIS iD BE RESTRAINED RESTRAINED JOINTS 6855 SERIES (VALVE 80X AND EXTENSION) • :fi. Q ~ xa Since Greenville, N.C. 27858
$~~L ~ = 1918 (252} 752-4135 Surve ors ~ Y
WATER MAIN AND STORM DRAIN CROSSING T YPICAL FIRE HYDRANT INSTALLATI N o2t~a r~ ~F•
NI5 N15 Wrier Ve0 r~ ~ HERRI TA GE, L L C
N '~r
~ HERRITAGE C OMMONS HERRI TAGS, LLC ~ ,
PO BOX 277 _ VISJUM MAN
NOTE.• REFS NOTE.• REFER TO SPECIFICATIONS FOR KINSTON, NC 28502 DATE " NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA
ADDITIONAL ADDITIONAL DETAILS TELEPHONE.• [phone]
REV 9-13-01 PER WATER QUAUTY (TODD Sr JOHN) COMMENTS E.F SURVEY DRAFT SCALE DRAWING NO. SHEET REV 8-30-01 PER WATER QUAUTY COMMENTS E,li Q Q' W-2472 3 6
REV 7-19-01 PER LAND QUAUTY COMMENTS EF DESIGN EJF CHECK JDV OF

0 -MANHOLE RING h COVER NOTf:• ITOP OF PAVEMENT . ENTiRf gp~R ASSEMBLY TD BE BITUrNOUS ~ ~SPlDER A.
Y-J' CC11I4SE 1" x 4' NOOp BRACE CQYCREiE BLOCK AGGREGATE HIRE SCREEN 4 - - - COATEU AFTER FABRICATIOIL BL~PE LS Oa. - .1/2 GROUT
2'-0' ' SIEf! EefGISEAENT TO BE INSTALLED NV ~ AIUiRMI L1~ SAN.
J- u ~ WASHED STONE FILTER O O O c ` ACCARD~ M1TH DESN,TI PLANS -ALL BITUMINOUS CMIIAiC r GRADE RING o SAW CUT IXLSRNG SEWER MNN AND REf'i~MlS lXt MQD/FTCATIOAIS REpll~ COAL TAR EPOXY) (G~W ~
O~ p ~ i~. SEE NOTE ~REMOVEO~ECTKINCAST MANHOIE MID PRIOR APPROVAL -
v TYPICAL MANHOLE STErS • SEWER MAIN. AT 18" ON CENTER ` f0' X 2" X 3/8' IHIq(
Z. •y; o INSTALL PIPE THROUGH MANHOLE S1EEL ENCASEMENT P1PE STEEL PLAY SHAE BEND ENDS i/2'
OVERFL fU.TERED WATER PRECAST CONE o INSTALL ABS COUPLINGS (E>OSTING STEEL ENCASEMENT PIPE ! MAIN TO PROPOSED MAIN) AND 8' x 3/8' THKYC STEEL PLATE
TEMPORARY STONE •i ~ ADAPTOR COUPLINGS AS NECESSARY. SEE SPECS fOR ' o. STEEL PUTT SHOE t0' 6'
00 ~ 0 1HE DISTANCE FROM THE TOP OF i'~IA1L CLEARANCE DEPTH CONE JOINT REQUIREMENTS N , i" MAX. CLEARANCE MANHOLE RING AND COVER AND
NTS ~ o GREATER ECCENTRK: FlNISHED GRADE MAY VARY WIDELY, _ TL4t,M 8 ~ SANITARY I
%,_~i,~/ (DIP RELTUIRED) CENTER tpVE OF l
SED1MfNT f' x 4" MtlOD BRACE DROP INLET MITH ORATE 6' OR IESS CONCENTRK; - - - o POINTS OF IXR AND ENTRY fOR _ _ _ _ PIPE SHALL BE PROVIDED WITH SANITARY SEWER ~ i ~ FLD(IBLE SLEEVES, pREFDRMEp (DIP REQUIRED) ~
NOTES: ~ INTO THE MANHOLE
1. PLACE CAVCRETE BLOCKS LEHCTHMISE ON IHOR SIQFS /N A SINGLE ROW AROUND THE ~ o MINIMUM 1 GRADE RING RE IRED IN - - - - - ~ NON-PAS AREAS. IN PAVEMENT
PETUMETER OF THE RlLfr WITH THE ENDS OF ADJACENT BLOCKS ABUTANG 1HE HEIGHT CAN 8E VARIED, DEPENDING ON DESTQV NEED$ BY STACKING COMBINAI)AVS OF 4 ; 8 ; ~I 4'-0' "D' 4'_0• rc GRADE RING NOT REQUB2ED IXCEPT
AND MIDE B10CKSti THE MOWMfMI HEK~IT SHALL Bf 12 ; THE MAXMN/M HEIGHT SHALL 8E ?4". ELEVATIO~S~ ~ I~ET flNiSHED ADAPTOR COUPLING ENCLOSE END W/
MIRE MESH OR HARDWARE aOTH M?IN 1/?' OPENINGS SHALL 8f PLACED OVER 1Hf OU151DE VERTICAL FACE (WEBBING) Ar 1HE BLOCII$ lO PREVENT STONE FROM BEING AS NECESSARY (IYP.) .r ~ BRICK MASONRY o NO MORE THAN 2-4' RINGS C0N)1Ntl0US WELD
WASHED THROUGH THE HOLES IN THE BLOCI(S ~ SiCNE SHALL BE PKED AGAINST Alf MIRE ]O TH£ TOP OF THE BLOCK. NCDOT /57 ,r > SHALL BE INSTALLED. TS WA. X 4' LANG Sp)ES 2' WEEP HOLE E%ISTBJG MNN BIJI
DMlENS'pVS Aht) p>,wwnl~s FA4 BRICX CATpI BASH WAS7ffD STAVE. 4. CHETJf DfWCE AFTER EACH RAIN. REFUGE WASHED STONE IF lT aocs M1TN SEDIMENT. ~ NUTS EA. ~ Of SPIDER. /57 STONE
DIMENSgNS OI' BOX Alp P~f CO4ElP QPCEMEIVT p.19~ YARDS OF BRKY! MASAMiPY 5. SCRAP 1'x 4" 80ARDS PLACED THROUGH 1HE HOLES OF CORNER BL0f1fS PREVFnITS D
SPAN N1DnT Mp7H SP i~/GfI BARS-U BARS-V BNP,~W iGTAL ETf Ay BQY H' ppp fl CaLAPSE D A B C G MxI.H' N' f F N L L LBS 1Cp SCAB R TOTAL C;L I9S. ~ If1MlT LESS THAN 20' 4 t' MIN. CRUSHED COMPACTED 000 EXISRNG MAIN END fLfVADON
13' J=0" 2'-?" - - ?'-6' - - - - - - - - - - - 0.J Q?BI Q8G2 0..i't! 20 OR GREATER ® BASE ee CAS1N6 SECR(NJ ~e a
16' - - =fo - - - - - - - - - - - a~1 Q?6I a8o9 waw r N _ Nor in ;xALE ?4' - - 3'-4' - - - - - - - - - - Q?BI 0.?BI IA70 e 30' OR GREATER ~
JO' J=4' - ,T=2" V 1=10' 4'-4' 4 1'-6' J 4=1' J 4'-1' 43 Q147 Q374 QS21 L,T06 A UNDISTURBED GROUND SA/Y! 1 ARY r~?IGl7 EIY~,rANG1YlGl ~ / L/G /!i/L S-t2
JB' '-10' - J=B" R ?'-4' 4'-4' I Y-D' 4 4'-1' J 4'-1" I9 Q187 8413 QAD? 1.3~ QJ21 - '-3 4=4' A 3'-d' 4 1=9' J J'-J' J ,T=J" J8 0.133 QJ7J Q30S L81! N~ NT5
49' - =0 4=1 tl 2'-B' 3'-Q" f 2=8' S J'-J' J ,T'-J' 40 Q17J Q410 QS83 2iI6 NOT TO SCALE
5{' 3=0' ?-2' - - 3'-4' J-J' 3'-6' 4 r 0' 8 3'-J' J J'-J' 48 Q211 Q418 0.l' 2310 A
STEEL TROWEL FlNISH i" PER FOOT
VARIABLE AS LWTECTED BY ENNG7NNfFR INVERT FOR SERVICE
:e STRUCTURE DIM. A' DIM. B' E po' MAZ) LINE IN MANHOLE
3' BARS 'V 6' /6 BARS 'IY t1TUAtLY SPACED D.I. N0. 1 4=0' 3=0" HANDLED SAME AS CARRIER PIPE
SS°~ 3=0' 3'-0' D.1. N0. ? 4 =0' 3'-0" } 4 x 4' •
- D.l. N0. 3 .i~0' 3'-0" fLOW ~.n?; i?:; M{ c'
R nR ~ i ~ ~Y 'b ~ r
a ~ 3'-0' ~t 1~ -
- - A - STEEL POST N ~ ~ tc
S Qab Md Cutter w Catcb Boob ~ ~ ~ PLAN
Plop Of Ton Slab ' ~H;r...... '7 ti4 Y l 'M. - RESISTANT •,yMi~ EVEN RADIUS CURVES
GRAlE E _ VULCAN V-5360 A4 ~SHp~WT'y FABR'C ~ 3 OR 4 WAY STRAIGHT
;/4 BARS 'V' /fB BARS "W' I APPROVED EQUAL ON PLANS ~ 2-WAY INTERSECTION INTERSECTION
~ eArTS m I-r-G' attar Ln. '-0'-1 e TAMPED BAd6111.
Eleratfon Norrnd Curb And Cuttw On 1IDht Grade GE7JERA1. NOTES (~OIpYO ~ NOTE:
Namd aN.• the ~ B' MARTAR JOINTS 1/?" ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONPoRMING
Section - RR ~ M ~cwETE Tn eE usED. OF FLOOR SLAB IO BE ACCOMPLISHED BY BURY fABRiC e' MIN. TO THE INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL
~ ' FORMING ~Yv, ENTERING BRAWCHES AND CHANGES IN DIRECTIONS SHALL BE FORMED BY A CIRCULAR CURVE IN THE INVERT OF AS LARGE A RADIUS AS THE SIZE
J, J• Use a, Grade 2s ro And ow Au DROP INLETS DYER 3'-8" w OEPIH Tp ~ FRONDED NITH METAL STEPS AV I CENTERS SPACED 'o CAVCRETE BRICK MAY BE USED Or 1tEU Or: CUY BRICK. OF MANHOLE WILL PERMR. CHANGES IN SIZE AND GRADE OF THE CHANNELS
_ ~A/MBO BRICK MILL. Bf PERMITTED. - SEE PLAN FOR SHALL BE MADE GRADUALLY AND EVENLY. THE INVERT CHANNELS SHALL
I„---~ ' 0 3'-0•-•~ PIPE STIES TEMPORARY SILT FENCE BE FORMED DIRECTLY IN THE c~ICRETE OF THE MANHOLE BASE, OR SHALL BE BUILT UP WITH BRICK AND MORTAR. THE FLOOR OF THE MANHOLE
at SECTION q=A Sect/on - SS ~ewtlorT ~ OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD THE CHANNELS NOT LESS THAN 1 INCH PER FDOT NOR MORE THAN
Noma! axe And star Ch Shp Avac 2 INCHES PER FOOT.

STANDARD BRICK CATCH BASIN T~t3 S-17 ~ ~
15" THRU 54" PIPE NT5
NTs
t~7' RALN/S
8 JY8' TEE 6' 18'
8' 90' BEND F rame, G ota dC Hood J' RADUS US Foundry 5181-6411
To to - Tjpe C a Approved Equal. GIIiOPAL A/O1ES
FMl SU°PQRT PB~E MITH CAVCREiE ' ~ Bask of AAuta Joints t/2't}/8' Thick. ~ N Clara AA concrete fo be used.
n b e ' • ~ X ~ >he pourkrg of Boa slab to be occanpllshed • N by /arming.
1' MIN. 8' CAF MIIH 3' DRILLED HOLE 8' B 8' Ali catch boakls over 3'-B" fn depth shill 6e Y4• i. Contraction joints shall be spaced of ten foot fitervnia ovided with st s 1'-2' on w ep centers Stems
f 2 Contraction to ma be instaped b the use oft Totes a formed b other shop be Jn accadance with STD. N0, 25.12 COAp'ACiID ~ Y Y amp y approved SUBpPAL>F t~"R,IDWS methods - ? brkk. Jumbo bra wpl b~eamk ~of day
3,000 PSI ` , ~ NOTE:• PLACE 8' CAP NI1H 4" APIACf ON A ~'~/eJ~Q(~/J'«] 3 All expansion joints shoN be spaced at 90 foot intavafs and adjocalt to oil rigk! objects Fa 8'-0" In height a less use 8" wall. Over
CONCRETE THE END OF CAVSTRUCTION AFTER ALL LNcS1REAMT f 3• AREAS ARf STABILIZED. THE POWD IS TO HAV£ (gyp ALTERNATE) Joints shop match locations with faints in abuttkrg sidewapc 8'-0" M height use 12" roil! to 6'-0" from 24• X toP of wall, and 8' wail fa fhe remaining
. FULL B' OPENING DURING COWSIRUCIIOW MHNE THE POND IS ACTING AS A 1EMPORARY SEDIMENT BASIN. 4. Conaete compresafro strength shall be 3600 PSI at 28 days 6-0. Leave weep holes os directed by fhe engines
. 6" 16" 5. Top six Inches of subgrade beneath the twrb and gutter shill be compacted to 100X ' standard ptrocta density `O
24" BCtlon - XX . ~
~
N LOW ROW OR/F/ enTn ~t~apnar N m ~ ~ -
CARIES N7S ? A ~ ~ q 8" 8" ? ~ ~ N d .1~ _ ~
SEE PLAN 3 B+V. PER PLANS 1 f - e' a a"
a 24'SpLLG'IA~MDQUIY@i B' B' e
GuSS e R~IPAP L Fx TER aOTH C = D i CONCRETE CURB GUTTER
NTS 8' D 8"
b b ra
Sr>lctlon - YY End f/evot/on Slde fletntlon
Where 30" To 36" PJpe Is Used Where 42' To 54' Pipe Is Used SectltxT - JJ ~e flan - AfM
E
6•~ 3' 6,.
SokndUk Ab Wetland Planfs SakntUk Afore Canmarid braAopat Mkpb ihiM ~ agratdw Bnsgeaf ytr yo fo 3 h lpgh, Food sae oma. an oldboyh fdamt
NOTES• lYllaxia _ ~ I B" GAlE VALVE RfINFORCEMENI: ~4 ~ PaBmdo iigfwv Emeeywwt Iw qr to 1 ft Afgq BarLa ore a1 an to patd eAodr ~ shale Proddn more B
I I ®6 OCEW (MIN.) !b Cap'+PA ~t !w +!a b J h ATgh. N6hrbef ate y wpme ad ~ J I J ~ M M SogllMb b6Kre finaAnt Iw 4/ to t ft Yadrafa hdas ad calarber
I I 8" PVC EMERGENCY Aadtpogat Paiwh? yae p b J h ~ sagMdl ad TaMmt of salt aalrpl, ~ w to i ft Ladrok a>ne a>K. swr, Aggaasiw rowdy
A ~ - DRAIN ~1 CONCRElE• 4000 PS! ,t„~yya,, i -a A ®28 DAYS I tloanetege Ilh&r 16od e~i Anab t ~ abode oil brd dkw ardi oa P.
- - I I _ SEE NCDOT SID DWG I - ~ 840.45 FOR "eQ~poga+ s fiaayeat lee q b i ft Aran Finaysot ~ w to 1 ft ~ Il~tae~ cdarba: ldsad d ang6hk seals ad esfa bads
I ~ _1 F ADDITIONAL DETAILS T)1~~ TIPM ~ fmrgnt yn qo M f R Tor. fatpt ae aaer. Aby e~irre Jnaur efAaa Bssprwf Tea W to f R Lkdrafe Tohrdw ad a ~ lOn
I t-- falfd Lbttpl apw If~YnMe: ~
I I 8" PVC TO ~ 8' MBI. --1t i LOW FLOW ORIFICE CarrAaf abnaaep ~ Npbv Iuhren Bnagwtf lea W b J ft ibdrefe Ar bad baf aotatGc: Tdam! d ~ Slrnwgwt yea Ias boa waba bbod Rw StY 9iaN Lbandod AoM'at std shrfdr kr fahroet. ~ 9rardh, RAfawa wrgdar! Palsadr }ve W fo J h ~ ~ am Ar Talrohe eat a dr
-~-------i-~ STANDARD BR/CK CATCH BASIN
Trn aF BAeBr ~ D y ~ SPILLWAY INU 7d00~ iNee- fA1°3"'t Tee pro 6 h lyh seeet sae: «rothw. Lin bbrob Aana aaharn » s see ' of a~aa Rr Pafaeta to J h too rdamt of err Rat ~5 TF1RU 54 PIPE
~ 2 X 18" FES lama qp. PERMANE7YT POOL flL 74.60 ?VV fL 74.30 ~AIV ~ ~9 a roPii Tdarolw NiS Gmvo 4'R Ica yw ~ Food b/ mMd rettmd
canna arc MICROPOOL ~i GALVANJZEO FRAME ANO GRATE Saeuw oraua Jw vo m t ft Lan kr ewe ~a ~ of ~ lw la. Caod rota ox/grraMc 9~ Siada Nhtareeed ~ eaekeL ~A~Pe:
2X18" ~ 4"• 3 1/2" x 1/4' BARS Nbkrw maa STRUCTURE B RIPRAP vi 6"~ 3/8 0 BAR f~xar masoharAz 6nagevt yar W b J h Lac Abafo. al set Cae tabmb aM dranden Ifs t >w Faad Ar rakrat ar FINAL DESI CN NOT FOR CONS TRUC Tl0
ci 2 1/2" x 3/8" END BARS oc eveAy enter N Ao?fedrb Bnagnf lw +P b i ft YaY~a AaVa d an M pa~fid shaub Nlld Lilly entarAac Alobpot kr orM blgb addstt boas •
LOW FLOW ORIfICE Pofmwgefm aoTH ~ Pof~aeoq~efm pecfiwha t yea Tw ErlraowlyAl~ Aeary aMa's Tarok agoo&a Bnagnf Jw 4e b 1 ft ~ kee M b?ab Ar ors , ~ ~ ~ : a; .
N maa4ad e+`° G~ ,f~.arr • ~ ~ n, 880C1Rte9~
EL 7&6 'I STORMWA TER WETLANDS OUTLET NOTE THE EXiSANG rGPSaL /S TD BE USED TO LINE THE WsnANDS FGLLOWTNG a`' ~ Engineers ExcAVAnav ~s p Y e TO PRANOIE IOLUNTEER APOWM, h• SUFFlGYENT VOLUNTEER pPOWTN 1S NOT APPARENT Wi1HiN ~ (C~rf 107 Eaet Second St.
F~--------- ~ o" o,~ r~ . - ~ Planners 1 YEAR 1HE A8O6E PLANTS SHA7l RFlISFY) TA amaicurur nnr wv~wvero ronwru ~
nur ru sr:ACt 2 X 18" RCP LOW FLOW ORIFICE vreenvuie, 14.G. z.(ooo Q , 4* [phone] Surveyors
BARREL 3116" FILLET WELD OU7510E BAR AND EVERY 3rd TERMINAL BAR. AL
ALL STL. SHALL BE HOT DIP 021 weer eve : m HERB oer 1TACE, LLc
INVERT BARREL AT GALVANIZE AFTER FABRICATION BOTTOM OF BASIN ,
ELEVATION 74.60 • . ' GE COMMONS
2 X a^ KEYWAY, TYP. RA ENO SET RISER ON 11 NOTE.' HERRITAGE, L L C HERRMA NOTE REFER TO SPECIFICATIONS FOR PO BOX 277 DEMLS
L_ THK. 3/4^ STONE ADDI TI( ADDITIONAL DETAILS DATE
BASE LEVELING PAD, KINS TON, NC 28502 NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORM CAROLINA
SECTION A-A TELEPHONE. [phone] REV 9-f3-01 PER WATER ouAUTY (TODD ST. JOHN) CANMENT5 Ev{r SURVEY DRAFT EJF SCALE DRAWING NO. SHEET
NIS i REV B-30-01 PER WATER OUAUTY COMMENTS &F REV 7-19-01 PER LAND QUAUTY COMMENTS E,F DESIGN EJF CHECK JDV AS SHOWN W-2472
5 OF 6

l~f~$ A
~'~+>~RH UR~lN
t~'V~RELf~W;
t ~ P1PE f
4~i~1M~~ER;

t
r~ . 'r.~rr+r yr? B NOTES
a .
a A ~ ~ A i. ROCK CHECK DAM SHALL BE CONSTRUCTED / \ OF CLASS GRIP-RAP W>H 12" THICK N0. 57
OF PLYW ~ - - - -r , S70Nf FACE ON UPSTREAM SIDE.
l
~L - - - J, 2. H-VARfES ACCORDING TD LOCAL CONDITIONS \ / INSTALL AS DIRECTED BY ENGINEER.
3 4 E~It~i
~Qt~. ~~.i,Y t~MPLET€d ''~1t ISIS PLri SHAt,1. ~E ~'RatE6rtED A~ THE
EAt~# ~IIY Ibl A~OANC~ Wli'N 11 B
I~Al1~S, .fit,. F~fCE
~Po P~3? ~ ~
IN S1R~ t 0~ IJ1't.~1M SPILLWAY SHALL 8E 6" MIN. BELOW LEVEL OF LOWEST BANK
sro~t r31 au~
~ ~I SPILLWAY-W MIN. 2'-0"
~ ; STREAM WID IH ; ~ ~ MIN.
1 ~ ~J~~ j i, ri~ 1 ` - - - ~ N0. 57 STONE
n n~a~~~~
I R 0 ~ ~ , ~ ~ H 1:1 ~ ~ 2:1
~ . 1A /i% /CLASS BRIP-RAP \
/ i / i, ./~/'~/,,/,i/c/~/i/i.,...
a A-A B-B
TEMPORARY ROCK SILT CHECK DAM
T NTS
L i~rt -1

1~# 9 c~dr~ _ I f
.1
I
0 CLEARING &
w 3 TIMES PIPE DIA. GRUBBING L1M1TS
0 Z W ~
~ H U 2' MIN.
gW
UNDISTURBED . AREA I COMPACTED SOIL
1 ~ 1B" MIN. FLOW
- SWALE =1 i h i i i i ri ~ i-I 11=1 I I-ITi-iT-i i~-iTi-TI-III _I I
~°ap aonp til , 0 0 0 ~ i t - ~ - II. iii
o a d° w ~ ~ I1=i''-
° a p° g g C~ - °d ~ ~ ~
p y a p O a a ~ MAX. 1 1 /2 1 C~° ° ~ ~ 4~
O gp RIP-RA
Od 0 ~ VARIABLE
3 TIMES PIPE DIA. TYPICAL ENERGY DISSIPATER W/RIP-R~~P
PIPE DIA. NOTES•
~AR~q FLARED END PIPES GREATER THAN 36" 8~f WILL REQUIRE CONC. SLAB AND OR RIP-RAP TEMPORARY Dll/ERSION BERM
TO PROTECT BOTH ENDS OF PIPE NOT TO SCALE
1 ~ r J~~JJJ /
~ ~ RIP-RAP DIMS. AS SHOWN ON PLAN FROM CHANNEL THUS
r
' . 4" FILTER STONE 8ED a
OR FILTER CLOTH
~Q TYPICAL C ~ Q O
ONC 5 FLARED END ~ ~ ~
SECTION ~ ~ ~~~Q 0
RIP-RAP PROTECTION AT OUTLETS FINAL DESIGN NOT FOR CONSTRUCTION
NOTE;
FOR PIPES ON MILD SLOPES o Ho rs CAh 'fy • wner eve o r.
, ssoem tes ESSda • 107 East Second St. Engineers
q
HERRI TA : Since Greenville, N.C. 27858 Planners GE, LLC 4 1918 752-4 SEAL ~ (252) 135 Surveyors
TYPICAL ENERGY DISSIPATERS PO BOX 277 02AW "
NTS KiNSTON, NC 28502 H E R R 1 TA G E, L L C
TEIEPNONE(252) 522-0191
H ERRITAGE COMMONS
DEPALS
DATE
+ NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NOR17-1 CAROLINA
REV 9-13-01 PER WATER QUAUTY (TODD ST "N) COMMENTS &F SURVEY DRAFT EJF SCALE DRAWING NO. SHEET REV 8-30-01 PER WATER QUAUTY COMMENTS E.F
REV 7-19-01 PER LAND QUAUTY COMMENTS E3` DESIGN EJF CHECK JDV AS SHOWN W-2472 6 OF 6
I

TARBORO /
N 9 ~g.
~ / ~e2 , , / So~3
•s / / f ,
ti eQ y . Q~ ~ / / 8?yg
/ / F
/f/ ~
/ ~ k° 22 N 93 •
/ ;f`;;; 3930••
/ / ;,r,f,,.r, F / d rrj,t
U. S. 258 P~lt~lcEUILtE ,00 / / ' 0 , t'F, f / •~j ~ ;rs,'~', 7
G• / / k° 1 r;j~.il. p F~p s Aso / ~ g3 ~ ri,t, ~ e9• ~ ~ ~ ~ 9 ~
~ / ~ F Y 1 0 / / t, f ; a RS 00 Ao,, d V ~t ~ai
S•64 ~ U• / / a ! ~ { 4
G / 8/ ° Q k• ~ 9° / 5/ k2• o ,~'1'~~~ ~ s 's
~ 'S G• ,
D 6' ~ A ~ / y9 c,~ : , , r ~ fir 68 ~ L ~ 1~~~ 0 8 ~ o
~ , h A / / r;, rrt~, r ~,6~ 00. =fir {r
~ ~ re 't ° /
J• ~ r ; / ~ .err.'"~ .°:t rf rt r ~
/ ~ / / 2 ~ ;t~° , ~P. ;vim;; a 6'. / / s 1~,,~1 . ti~ r~ .d) 0O
/ k`~' ~,r; ~;S r ~ ~93 1 P X111 ~
P, ~ 16 r ~1 , 0 E~ ~ , Sd ~0~ ~E, k :d o ~ 5~• 4.67 Ac. ~ V+~ l , 36 ~ ~ ' ~ : S 3 5E k, y~~ 86
E f `zl~~,jj' 8S PC• f'~r 355'
VICINITY MAP NTS ~ e• r O h~ ~ O',i ,'i` ,j'1j,`,`r ~ d
sue. ` ~ o~° Zg
~ y ~ ~ ge 0 ~ 4 0,~• 9• d
~ ~ xir. SC s 0
o. 5 9 ~k ~ ~ 9~
~ ~ ~''rt''`; ~ ~
o° ; 5 a ~k ti~ ; , N~ Z
~ .i 5 ~ j ~ 1 ~o' o~unACE ~ Q~(E
/ 5 /a ~ 0 ~ . o ~ ' f ' ' ? r EASEMENT Q PR
/ ,h / ~ c i ti 0 ho• 2& 'h ~ E 6 :f 1. ~~f V1 ~0 2k p m ~ R ~ 1
i•~~,~ ~ ~ / ~ ~ r .i~ ~ ';tr' ' ,
0; ~ p.
/ , o ~ , / s ~ ,s
~ / hk 6 t's; NOTES , ,~0 / ~h, F. .01 '3 ~ 12.34 AC. ) X30 g 6 '
r' SL' fi F,
PHASE i INCLUDES• ~ k ~ 2~ . 1. / ~ -y ds ~ 4, ~y r 7'~7f `~~i~• t ~ O
/ a~. A) 3 DRIVES ON HWY 258 AND AN INTERIOR P 2° ~ ~ ; o
/ ~9 ROAD ACROSS THE BACK OF THE LOTS. / / 1~ 69' ~ ' 9 0 2 e o
/ / ~ ~ `o ~ ~ C1 0 2
/ 0.96 AC. ~ B) STORM DRAINAGE TO SERVE OUTPARCELS / 6 / / ~ `A; ,R ~ ~ F o N ~ ti
#1-4 (SHEET 3) ~ r , ~ .6 F ~ '
_ / / a ~ p1 a O~• a~ N • g6 R~ EN1 t'~o '18 w t~P ~
1 CB 1-4 AND CONNECTING PIPES / e• , o fr~,., s o tlUn 1 ~
" T DRI VE ~ ~1 6 0 ~ 9- ~P 2) 36 RCP UNDER EAS ~ / ~ ~ ~ 4 U I; .0 ~ ~ '(R 1088 3 • 545 244.58 18 w ~ ~ R
ONTO HWY 258 / / ~ ~ ~o , ~ / / ~ , J i1 F 33 N P G
3) STORMWATER WETLANDS A~. ~ • p A / / ~ ti 4) 2X36 CULVERT FOR DRIVE CONNECTING ,EOP '
/ / ~ a 1.00 AC LOTS 12 AND 13. / 0 1 C ~ ~ ~ 4.OC' S0 R a c~ / 73 34 B ~ 24 ap . 3g•30,
C) REFOR£STAAON OF THE AREAS INDICATED / ,~6 ~ , z ~ N 5 5.35 EIR) ~ ~ fR ~
/ 1 s T SHEET 2 / / 0 9 ? A~~ ~ ) E ' ~ ~ `i/~~ 30' R ` ~ i; ~ , c'o
/ / ~ 1.05 Ac. ' 20 30 R ~ i i` Oa• ~ ~ / S 244.
_ WAS A!~> ~ ' ~ ~e,, 2 ,r • W ' f ! 1 ~ e''i ~ • t, h4 / 'i
/ / ti 92.17. , '5~ ON SHEET 3 ~o , fit, ~'5~ • / z 1.60 AC. •31' ~d) / ~'i .r-'~' 1.47 AC. 40 , Ch° / / ~ / r Nw S 14 ( , ~ / i
03 rn o 115• ~ i /
2. PART FROM MAPS / / ~s. 4b p3 THIS MAP WAS PEEPPARED IN 2 / / PROVIDED BY THE OWNER AND IN PART FROM A / ~ N °oy N /5'25 ~d t~,, /
/ G' o SURVEY BY RIVERS AND ASSOCIATES, INC. / / ~0 8
R w 30' R / / 1~0 .s~• 0.91 AC. SE• 3 a! ~ ,B 5.31'01 ~ f. 0.48 N 36 B 5 4 y 5
3 TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY / / ~ . ~ 1.46 AC. g5• 314.12 ~ 1 /
a ~ G• , EA~• f ' Un MACK GAY ASSOCIATES, P.A., ROCKY MOUNT, N.C., / h / Q 0 UP~• 1 r°~ 34 N i~` ~
R V/SED SEPTEMBER 23, / ~ti/' ~ 9~ 2 s~' 4 DATED APRIL 29, 1988, E h ,pry p pg 1 0 269 1 ' 1 t
1988. do ~yo 1.95 AC. / o~ N 00. Z o 1.45 AC. ~i~ i
~ ~ ~ 4• REFORESTED AREAS SHALL INCLUDE A MINIMUM OF / , ~ ~ , = ~ w°~' 46' ! ~ ~ i ~ ' /
/ by ~ v a ~ AT LEAST TWO NATIVE HARDNbOD TREE SPECIES ~ G'y ,~h ~ ~ ~ - 269•~ryt 5~ ~ ~ ~ ~ ~ ~ ~ •(YP•) 843.55 , , ~ ~ r ~ •W
• TENT TO PROVIDE / °•s .1 5 ~ o PLANTED AT A DENSITY SUFFIC / s q k s N , ,g r tRI/W 1.30'46 J , ~ ~ , ~ / ,
~ e9 ~ 6 3s ~ s~~r 320 TREES PER ACRE AT MATURITY. / ~ o. A ~ 0 1,04 A~ ~ 10X70 _ 10X ~ gp1' i
/ /';j Ac O ~ ~ 269.E / s'' 9 "V a 6' 26 , , i i ~
5• ENTRANCE DRIVES AND CULVERTS ON HWY 258 / F o ~ SUBJECT TO NCDOT APPROVAL. / ~s , ' ~h g 2 ' R ~i / ~i /
/ •~0 1 p, 264.9 N W 46' R i ~ 1 i
/ p ~p • 1.00 AC. 712'02 , ~ , / / ~h , h, S 4 g' p i ~ i
h 143.9 h / 1 a w , ~ , / ~ry ~ 33 ~
/ / gp ,~'h' S 45 / ~ ~ q9a 37.33 ~~~J i ~ i
i
/ / 1.56 AC. '1319 ~ ~
/ ~k1 15 p V! 1563 i / ~ 70 ,5 ; e ~
/ 0 S 3 5~ i TOTAL ACREAGE 1N S1TE.• 32.11 AC.
/ ~ „ VI 103' ~ r / , ~~~2 FAX PARCEL f0 N0. 4727-99-2351
/ 362 0' ~
/ ~ S ~~9~ ~
/ ~ ,05 J Z ~ f ~ ~ / F
~ rn o 5 0 r'~ i~ /
0 / / / ~ o• .023 ~ i~ GRAPHIC SCALE
\ ~ ~ i ~ \ ~ ~ \ ~ i i
. ~ i i /
~ / ~ (>N~;'r~
~ ~ ~ ~ / 1 inch = 100 ft.
/
~ ~ ~ 1. CONTACT N.C. ONE-CALL (1-800-632-4949) TO HAVE ALL
UNDERGROUND U1iL1T1ES LOCATED PRIOR TO EXCAVATING ~ OR TRENCHING.
FINAL DESIGN NOT FOR CONSTRUCTION
~ 2. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH lHE TOWN ~ OF TARBORO MANUAL OF STANDARD DESIGNS AND DETAILS.
a r ~ Esc: ~ & •
~ J ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OIHERWiSE NOTED. En sneers g S 4 _ • 107 East Second St.
SEk since Planners Greenville, N.C. 27858
4• ALL LOT BEARINGS SHOWN ARE BASED ON DEED BOOK 1019, ~ 421~i= 3 1916 _ _ [phone] Surveyors
PAGE 238. • s, ~ ,
HERRI TA GE, L L C
J. F ' r~~t141.;0
HERR1 TAGS, LLC ~ HERRITAGE C OMMONS
pn Rnx -
KINSTON, NC 28502 - BITE PLAN
DATE Q NUMBER ONE TOWNSHIP EOGECOMBE COUNTY NORTH CAROLINA
TELEPHONE.• [phone] SURVEY DRAFT SCl~-E DRAWING NO. SHEET
DESIGN EJF CHECK' JDV 100, W- 2472 1 OF 5
Q Q ~I

Erosion Control Prov~ons~
1. PROVIDE 20' X 50' X 6" STONE CONSTNUCT]ON STORM DRAIN ENTRANCE IN DRIVEWAY AS INDICATED. / ~
/ ~ ~
2. INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH ~ 3~
STRUCTURE TC GRATE INV. BASINS AND DROP INLETS i i 22~'
DI #3 * N/A 83.50.1 77.831 3. PROVIDE TEMPORARY SEEDING WHERE WORK ~ ' 6
CB 1 85.00 84.50 77.92 IS SUSPENDED OR DELAYED FOR 15 DAYS. / ~ ~ 1 ~ rx ~ / k0 / i i ~ ~
CB 2 86.26 85.76 79.27 4• STOCKPILE TOPSOIL FOR USE IN LANDSCAPING.
/ r~
CB #3 87.46 86.96 80.24 5• CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND STORMWATER WERANDS TO ACT , r:=/ / ~ ,04 0~ IDS TO ACT AS / , p~ k N
CB #4 86.23 85.73 80.98 AFTER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL TEMPARARY SEDIMENT BASIN DURI~ EROSION CONIROL DEVICES 1N PROPER WORKING ORDER i a 1 0 FO 'BASIN DURING ~ ~ ~y~ REMOVE ExlsTrNC 9
* K ELEVATIONS IN THE FIELD MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES CONSTRUCTION. RETURN TO DESI CONTRACTOR SHALL CHEC UP TO 5000.00 PER DAY OF VIOLATION TI URN TO DESIGN ~`.",/C~~ 3X12" PIPES S
DEPTH FOLLOWING CONSTRUC ON A~ n ~ . STRUC ON AND ~,~~~:F INU. 74.so
STABILIZATION OF UPSTREAM ARE. 6. THE STATE OF NOR1H CAROLINA RESERVES THE RIGHT TO STREAM AREAS ~ ~ i;.F ~
REQUIRE ADDlT1TONAL EROSION CONTROL MEASURES / / r, s .
SHOULD THE PLAN OR !TS IMPLEMENTA ilON PROVE TO BE INADEQUATE k / / _ ~ I. S t sr ~
i 50 R/PAR/AN BUFFER /
/ / ' ' 80TH SIDES OF STREAMS AS i ~ R% ROM TR MEASURED F EAD OF WATER
,ti~ ~ ~ ~ STORMWATER ~ ~
/ / / / / ~ ~ 1 ' i`~, \ CONSTRUCTION i WETLANDS ~ LIMITS
/ / ~ / / / PLACE EXISTING R/PRAP / ~ ~ ~ / ~ ` / ~ i,`
/ , OVER NEW FILTER CLOTH MITIGATION REQUIREMENTS / ~ ~ ° ~ 12
~ ~ 2x18" RCP REMOVE AND STOCKPILE TOPSOIL. OVEREXCAVATE 6" IN / / DISTURBED RIPARIAN AREA o . a o ~ ~ 4, o ° 4:67 AC. ,
/ / w, STORMWA 1ER WERANDS EXCEPT FOR FDREBAY AND M/CROPOOL. / / / f" a'o ,.OUTLET STRUCTURE FlLL OVEREXCAVAilON WITH STORED TOPSOIL. ( ~ h " ' h, : 0 0 0 CROSSING < 40 WIDE ~ ~ o o~
/ ' i~° oga ~o. ZONE 1 = 16 380 SF I I ~ . , p ,,,5`~Q a EXEMPT ~ ! ~ V ~ 1 o o ~,o o~~ STREAM -TOP
/ " ono . < _ / ZONE 2 10,920 SF 00 I \ ~ \ 1 ~ \ l : o o ° o ~ o °'°o. OF BANK
/ oo , ~ ~ w_~ ~ ~ . A ~ d - ti~ ~ o o . ,,l ° o -
/ , o ~ ; REQUIRED REFORESTATION AREA # oo e , ~ ~ Q.- STREAM TREAD.. \ 1/ ~ \ ~ \ ~ - ~ o 0 0 ` ~ Q o ` CLEAN OUT EXISTING DITCH
,o 16, 380 X 3 f !0, 920 X 1.5 = 65,520 SF / ~ F . ` - ~ o ~ o ~ o b OF WATER ti \ ~ ~ ~ ~ ~.o ~ ~ a•. .~o FROM F.E.S TO 3X 12 0 } } o \ ~,l r~~ . RCP ~ NCSR 1289 F
\ may` o ~o G
F 7'``t REFORESTATION AREA PROVIDED = 75,608 SF l ~ - - - ~ ~ ~ _ t o c'~~ ~ ~ ~ GRADE Q 0.159
iNICROPOOL ~ ~ ~ ' ,r x 0 0 0~ 0
x ~ ' / l ~ _ - 2X36 RCP FES 2X36. RCP- o a a o a, ~ o
z / 0 ~ 1 .-8~_ _ .149: ~ ; ~ o ~ o Qo..~: , o / / ~ , INV..EL: 75; 25. ,.:t , ~ m~ ~ o o - ~ $ o
~ 5 f ~ .z~.z / 1~ . o / , 1 o o. o .~-a o Gp
t~'f. l V ~ v O VVV 1 ~ ~ - X \ / ~ J~ . -.1fJ l i . 2X36 RCP: FMS ~ b ~~t ; ~ . , ~ o . o o ~ o , R ~ ~ o ° .
K / / „ ~ / / 4 ~ ~ IN,V. EL. 75.31 ~ o ~ .o o o / , ~ ~ \ ~ o o w. ,.-moo 0 o G ~
~ • ~ 25 TONS CLASS 8 ' / j , ,ti . ' 15 RIPRAP W/ FILTER CLOTH / / ' I ~ ah~ ~ © t~ ~ g5 / / e
~ / / _ ~ ~ ~ q • E~ 0 -~5•
/ / ~z X ~ / / ( r _ 12.34 AC. ~ ~ 30 AND 36 FMS fJ~~:~ g 'L 4
s ~ / / ~ ~ a~-- ~ INVERT EL. 75:85 ~ / oo`'\~~ , ~0 ~ .
` ~ ~ / / ~ - 1 ~ ~ 5fl TONS CLASS.. B o ~ : o
/ ~ ~ . -z RIPRAP W FILTER o ~ ~ \ ~ / ~
.t~ c ~ / / ~ ~ ~e CLOTH LINER. 30 RCP ~ Z o
l i ~ ~ / / ~ zip ._oo o ~ / to ,u ~ ~ ~ ~ _ X / I
1, / ~ _ f ~ 0.96 AC. ~;ti~ ~ ~ d / / v ~ ~ _ / ~ ~ ~ D #3 N ~ ti
~ CONRTR N ~ t- ~,i - - , ~ ' ~ _ ~ ~ / 8,190 SF ZONE 1
, . ~ ttMITS ~ A ~ ~ ~ - ~ i ~ ~ \ / ,55q 5,460 SF ZONE 2 ~
~ / / \ f , r ~ wL~ ~ ~ ~ ~ 0
t ` \ , ' , ~ / i ,y ~ es~ ~ p R C.B. # ~ ~ \ 3 STREA - es ~ M TOP
\ I ~ ~ ` gyn. \ ~ . A tee,.....- ~ \ \ OF BANK \ ~ i \ ~
A ~ . , ~ A 1 ~ \ 1 / / v ,..A C.B. 2 8,190 SF ZONE 1 STREAM TREAD ,3q # 1 ~as- ~ 5, 460 SF ZONE 2 OF WATER
\ \ ~ ~ s. \ \ V ~ ~ ,yam / / ~ ~ RAP ~ , - /
~ \ ~ ~ ~ 36 R.~P ®0.19 G•P. ? ~ ,
\ \ '"gym ~ ~ \ `a ~ \ ~ ~ ~ C.B. #3 \ 3 - ~ . ~ q ~ 18 RCP`®3.79 E.
C ~ ®4.3 \ ~ ,
/ / \ mss- - ~ ~ ~ - - P 2 ~ i - ~ RO ~ r ~ -i 30 ~ _ 1.60 AC. ~ - /
DElENTiON POND I c srRUCnoN ~Y / / \ 1.47 Ac. _ - 18" F.E.S. C.B. #4 ~ ~ "i% /
1"=40' / / \ LIMITS b ~ - _ ~ HIV V. 84.00 /
/ / 1 / / r ( , ~ jam,. f EXISAN6 DROP INLET / ~.-_....81' INV. 76.14
/ / 8 ~ i - ,
/ / 0.91 AC. ~ 24" F.E.S. ~ ~ v.. r.. - -
/ / LEGEND / / ~ ~ ~ ~ „ r,,,,-- , ~ ~ ~ / ~ PROPOSED TRAFFIC 1.4s Ac. INV. 8Z~0~ _88. SIGNAL
/ / . ~ / / ~ 4 _ 4 , , ~ ~ i
/ ~1:4~ Ac. _ , 24 RCP ®0.39 - - ~1:4~ ac.- ~ ! , - ~ , , ~ ~ REMOVE EXISTING 18 AND 36
~ ~ ~ 24" F.E.S. 1NV. 87.33 _ , , CE RCP AND F.E.S -REUSE
DISTURBED RIPARIAN AREA / / ~ \ ~ / i - , , EN IF POSSIBLE \ , - i ~~C
i ~ \ \ ~pNS 1 , , - RY
0 0 / ~ ~ pOR 1~M
oQO REFORESTATION AREA/CONSERVATION EASEMENT / ~ 1.04 AC. \ / ~ ~ \ ~ \ / / \ ~ '
/ \ \ \ / s ~ 24 RCP ~ ~ 0.429 24 / / / /~i
/ / ~ r ~ SPILL GUTTER f 8 \ 24 ~ E.S INV. 8>' 50 , !NV 1~1NV. 88:00 , ~ ' ~
/ / ~ - weer eveo erg
/ / 1.00 AC. / , / / 1 / i
NoTES r35 ~ , '
/ / 1, PHASE 1 INCLUDES• / 7 s HERRI TAGS, LLC ~ PD BOX 277
i / / 1.56 AC. , , ~ i
A) 3 DRIVES ON HWY 258 AND AN INTERIOR / / ~ KINSTON, NC 28502
RDAD ACROSS THE BACK OF THE LOTS / ~ ~ , ~ TELEPHONE.• 252 522-0191 ~ ~
/ ...sf .1.,?...3? +d~ /d / / ~ 11~i ~ h roseedin a ui ment is used for seedin , fertilizer 4. Temporary seeding will be done in those areas that are bare men yd 9 q P 9
8) STORM DRAINAGE TO SERVE OUTPARCELS / :~%s~ . ~ . ~ ~ ~ ~ ~ i , ~ ~ shall be applied simultaneously with seed, using the above rates and no work done for more than 15 days.
#1-4 (SHEET 3) of application. Seed shall be certified seed or equivalent based 5. All erosion and sedimentation control devices shall be on North Carolina Seed Improvement Association requirements for inspected by the Contractor. after each rainfall N7ren
- ~ / . ~ ¢ ~ x „ w..,- ~ / 3• Parking lots shall have stone base placed on them for >n them for certification. Al! seed shalt be famished in sealed standard
1 CB 1-4 AND CONNECTING PIPES / ~ ~ ~,~NN` % ~ stabilization and shoulders shall be seeded to stabilize the ) ~ ~ ~ ~ i 2 36 RCP UNDER EAST DRIVE / / ~ i soil. Seed bed preparation shall be conducted according fo North 'e the containers. Seed which has become wet, mold , or otherwise inspection reveals the Trap fo be reduced to 509 of design ding fo North y Seed/n shall capacify or fhe device to be deficient in its intended
) ~ ~ ~ / ONTO HWY 258 / / ` ~ ~ ~ Carolina Department of Transportation Standard Speci>tcafions for rllcafions for damaged prior to seeding will not be acceptable. g purpose such as fabric deterioration for silt fences the be accomplished with hand planters, power-drawn planters, hand GRAPHIC SCALE
~M:~°''`" i ~ ~ Roads and Structures (D.0•T). The ground surface shall be 3 STORMWATER WETLANDS / / \ ~ i'~ cleared of t a 1 stakes and ) / stumps, stones, roo s, c b es, wrre, grade .hall be ackers or h roseedin a ui ment at the following rafes Contractor shall restore the device to its original stakes, and P ~ g q P condifion. o ~ ~ ~
J/ / ` / ~ ' 4) 2X36 CULVERT FOR DRIVE CONNECTING \ \ ~ ~ other materials that might hinder proper grading, tillage, age,
\ i ~ ~ seedin or subs uent maintenance erations. Grades on the area LOTS 12 AND 13. \ ~ ~ 9 ~ oP les on the area 6. All erosion and sedimentation control devices shall remain Seed Bed Preparation (Offsite drainage easements and in lace and be maintained by the Contractor until all
REFORESTATION OF THE AREAS INDICATED \ ~ ~ ~ / to be seeded shall be maintained in a true and even condition. C) \ i i Maintenance shall include any necessary repairs to previously condition. stormwater detentron area): P •eviously seeding is established and construction areas have been II3 FEET
SHEET 2 ~ \ ~ ~ ~ graded areas. AU graded areas shall be thoroughly tilled fo a ( ) f• stabilized. .filed fo a Lime - 2 tons per acre
~ i depth of at feast four (4) inches by plowing, disking, harrowing, ~ ~ / or other a roved methods until the condition of the soil is harrowing, 1 inch = 100 ft~ soil is Fertilizer (10-20-20) - 500 pounds per acre
D) WATER AND SEWER UTILITIES AS INDICATED ~ ~ / PP acceptable. On sites where soil conditions are such that high that high
ON SHEET 3 ~ ~ / clay content and excessive compaction cause difficulty in getting fy in getting Seedin Mixture: shall use g
/ Control Measures clods and lumps effectively pulverized, the Contractor shall use 2• THIS MAP WAS PRREPARED IN PART FROM MAPS the rotary tillage machinery until the mixing of the soil is FINAL DESIGN NOT FOR CONSTRUCTION roil is (January J -March 31) .
N R AND IN PART FROM A / 1. AI! work will be done in accordance with the State of acceptable and no clods or clumps remain larger than t 1/2 inches PROVIDED BY THE OW E rn 1 1/2 inches ed and after Common Bermuda gross (unhulled) - 20 pounds per acre ar~''''gr" •
SURVEY BY RIVERS AND ASSOCIATES, INC. / North Carolina' Sedimentation Control Low. in diameter. A firm and compact seed bed is required and after ~ , being graded, the seed bed shall be lightly compacted with o loud d with o land ~ ~ ~ • Pa
2. Following si#e clearing, all storm drainage culverts and roller, such as a cultipacker, before and after seeding. g• A ril i -Jul 31 , 't` ~ f1 V°! Engineers (P y ) tone : • 107 East Second St.
3• TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY / structures shall be installed. Rock inlet Sediment Traps shall be placed limestone shall be dolomitic agriculture ground limestone S P.A. ROCKY MOUNT N. C., / around all drainage structures to collect surface runoff and containing not less than 10 percent magnesium oxide. Lime shall Lime shall l1 - 15 ounds er acre ~ Since Greenville, N.C. 27858 Planners Common bermudagrass (hu ed p p ~ ~
MACK GAY ASSOCIATE , , MBER 23 control siltation and release water at a gradual rate. Alf be uniformly applied at the rate of 2 tons per acre. Fertilizer DATED APRIL 29, 1988, REVISED SEPTE easements outside the arkin lot where storm r es are installed Fertilizer Weeping Lovegrass - 5 pounds per acre 1918 OZ1~+4 [phone] Surveyors
_ P 9 AP shall be uniformly applied at a rate of 500 pounds per acre of 1988. wr1l be graded, seeded and mulched. JO-20-20 analysis. The fertilizer shall be incorporated into the rer acre of Centipede - 8 pounds per acre ~ , 'ed into the
upper three or four inches of prepared seed bed lust prior to the HERR(TAGE, LtC t prior to the (August i -December 31) a
4• REFORESTED AREAS SHALL INCLUDE A MINIMUM OF last tillage operation, but in no case shall it be applied more led more ~ ~y ~ lM1,,~ used Common Bermuda rass unhuNed - 15 ounds er care HER/7/ l A1.~iG COQ ~~1
AT LEAST TWO NATJVE HARDWOOD TREE SPECIES than three days prior to seeding. Fertilizer shall be used g ( ) P P aseoaeasa !V/MVlYt7 f will not Tall Fescue - 120 pounds per acre
PI ANTED AT A DENSITY SUFFICIENT TO PROVIDE immediately after delivery or stored in a manner that will not ...nlF !1 h...d..., d....l..... 14.. aft ..48.e.. e....
rcnron cv rrur ucrr w uwuv~' na crrc~uvcrrcoo. J20 TREES PER ACRE AT MATURITY. Gentipeae - o pounas per ucfc C-1 - L4%% UC; M1AMIF-VV AAV&MU MCONTHM PLAN
Seed Bed Protection: DATE NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA
5. ENTRANCE DRIVES AND CULVERTS ON HWY 258 i
SUBJECT TO NCDOT APPROVAL. Straw Mulch - 2 tons per acre (visual) SURVEY DRAFT SCALE DRAWING NO. SHEET Asphalt Tack - 0.03 gallons per square yard »
DESIGN EJF CHECK JDV ~ - 100 W-242 Z OF 5

f `XISTING MH / i ~ 3 k
TOP 79.57 ~ ~ ~ ~A ti~ / ~ ~ 1NV.72.44 i
i
~ ~E
/ ~ .3° k ~ i 1 NF 2 y~• 0 D
~ ~ Th 9 F y
Rs y~,
~
o _ ~ ~ ~ rn ~ ~ ~ ~ ~ ~
^ o0i~ O~ ~co N N~0 EXISTNG MN ~ ~ ,
oco"in n~~in ion \ ~n EXISIIP Wo~n~ ~rnnti Woo,hn~ Woc~onh TOP i i~ / / ~'~1 50 Rl PARlAN BUF TOP 84.10 FER
o~~=o o+e~ZO o+~2~ o x'020 1 V. ZOOp^0 ZNop..O Zhap^O 2O~^O N ~ INV. 73.74 / i t 80TH SIDES OF STREAMS AS
i ~ / ~A ~ ~ ~ MEASURED FROM TREAD OF WATER
Q~a]~ Qa~> APPX. EX. GROUND ZQ~» 2 Q~» ~~n~22 ~~2~ ~~~22 ~ ~02? i STORMWA ~ TLANOS
F!NlSHED GRADE ,
88 . ,_..Y_._ ~ ~ ~ ~ 12
86 ~ r . . ~ _ _ ~ EXISTING MH _ PR-0P-0S~~ PROP MH #1 / ~ ~ ~
_ ~ . . ~ TOP 85.79 84 6 / / / i~ ~ ~
82 _ _ , : _ _ INV 74.90 M.~TM~ _ ~ ~ \ ~ \
_ _ _rt__T~.. _ - , ~a_._.,..._: ~.~rMti N 80 _ _ ~ .r._. _ g~ ;S~yµ.~y~ > ~A _ ~ , ~ ~ ~ ~ s k ~ ~ TREAM TOP
78 _ - - ...._u _m .P $ c ~ ~ OF BANK ~ f~
76 AN S ~.11 . _ _ _ 3D _ p..0.45 ~ ~
. a _ _ . 74 X49 --~.~;~5~. _ . _ _ qr ~ - r ` ~ \ ~ CLEAN OUT EXISTING DITCH / ~ 11 J
. . 7 _ _ _ . , DATIl~f ELE n; , ~ _ _ , _ . _ _ - ~ ~ FROM F.E.S TO 3X 12 O
/ 70.00 ~ ~ „ ~ RCP (a? NCSR 1289 F~
/ / ~ ~ ti ~ ~ ~Qrr 1 GRADE ®0.159 PROP # ~ ~ ~
/ / 0 8X8
/ x0 2X36" RCP FES 2X36 RCP ~ ~ / y ~ ~ TS&V ~ ®0.149 \ /
40 LF 16 STEEL / ~1 p INV EL. 75.25 ~ ~ 5 \
~ ti 0 `P '2X36 RCP FES \ ~ G~
0+00 1+00 2+00 3+00 4+00 5+00 6+ ENCASEMENT PIPE / ~ 00 7+00 8+00 9+00 ~ / 80RED AND JACKED / / ~ \ ~ 0 ~ ~ \ C~ INV. EL. 75:3f \ ~ ~ \ 46 LF 16 STEEL „ ~ \ \ 2 ~ \
/ ~ / / \ \ ~ G ENCASEMENT PIPE \ \ 1~ ~ .,a.
12"XS" / / ~ \ `35 0 ~ P~ \ \ ~,1 QP 5, BORED AND JACKED
TAPPING SLEEVE ~ ~ 0 , 13 ~ E 5~ ~ x R ~E 5 ,f ~ \ \ ~ OF 5• .
SANITARY SEWER -ALIGNMENT AND ~ACVE ~ ~ A 5 30 AND 36 F- \ ~R 0~ F' . ES \ \ \ R k
~ ~ PROP MH ~ # PROP M INVERT EL, 75.85 \ \ Z H #3 \ \ J.
50 TONS .CLASS: 8 \ \ t~ ~
/ RIPRAP W/ FILTER \ o ~
EXISTING / , 10 CLOTH LflVEI? ~2 30 RCP o~ ~ p
l2" W.M. / s a ~ 4 2.769 ~ p 2
o ~ / ~ / o / / PROP. D( 3 ~ m ~ F~ 8 22.5' BEND # N ~ ti
fli N N / K} n O ^ ~ / MH ,#6 ~ ~ \ \ ~ + \
~ o~ ~ oNp ~ / / N g~ n o~ ~rn N~ rn~i o / 0 0 5~% \ \ ~ a X00 ® \ \
~ n ~ ~ n~ ~n \ ~ •n roW ~ , 9 ~ RCP ~ g ~p C.B. # 1 n W- ~~~T
4 SE - ~~CN \
JO ~ J ; O ~ Z O O •I- ~p Z J APPX. EX. GROUND OJ ~ ~ 2 J 0 ~ h J . / / Zoa~o zoa~,o ~ Nro,O Z~n~,o Trna~o ~r ~ / / PROPOSED =s,, 71 ` PR TYP SE ~ \ " R, ( - g
ZQ0.» Q~» ~ Qa» ZQ~» ZQ » / / 8" WATER 8 TEE Q O Q ~ ~ ~ O RNISHED GRAD£ `T Q ~ ~ PR " 8 TEE 5E ~ ~ » wgTE PROP. FH \ WA. 8 qIN C.B. 2 \
~c~~ZZ X022 ~c~~?? ~~oZZ 022 / / MAIN OP. FH 8 22.5'BE , / / ~ 8"X2" REDl 8 22.5' BEND OP ~ M ,3q # R• +QO p RCP 2 W S
f _ _..,t ~ ~ - _ t - - - , ti~ . r ~ - 8 X2 REDUCER S~ 5 30 \ / " 36" RCP \ \
/ 8 G. V. _w.___,._ ~ _ _ _ 88 _ . _ ,rw.u _ • - / ~ 8 G. V, ®0.19 \ / /
86 ~ _ _ _ . . • ~P ~ ~ / .k 3 2" G.V. p0 C.B. 3 3~' #
M_. ._w ~W _ _ ~ ~8 ~2: ~ 3% 1 18 RCP ®3.79 s Q d Op „RCP 2 . ~ ~
.~.w l 8 / ~ 1+ 30 w / PROP MH #5 " - ~
i 1 ..P .s yy.._ _ C.B. #4 18 F,E. S ~ ~ ~ f~ ~ / PROP. FH ' "
_ PROP MH #7 ~ 35-7 ~ D 45~ ~ 1NV. 84.00 ~ ~ /
DAT ~ ~ 76 ~~9~--.. _ . _u _ . - ~ UM ELEV ' w r_ ~ PROP MH #4 ; /
75.0 8 D 0 o PROPOSED 24 F.E.S. ~ ='~Y ~ ,
PROP MH ,":3 0 2" WATER M,~IN ~ ~ ~ . o INV. 87.00 ~ / A~ PROPOSED TRAFFIC
SEWER SERVICE °
4 " ~ 24 RCP ®0.39 - ~ ~
' ~ , ~ REMOVE EXISTING 18" AND 36"
D+00 1+00 2+00 3+00 4+00 5+00 6+DO 7+00 8+00 9+00 " 24" F.E.S. INV. 87.33 , ~ ' ' ~ ~ RCP AND F.E. S. -REUSE 2 BLOW OFF - ~
WATER SERVICE i 1F POSSIBLE ASSEMBLY , , - , ~ ~ VICE , , , - ~
5 ~ i
i
SANITARY SEWER - ALIGNMENT B i 1
24 RCP ®0.429 . 0 24" t~,E.S.
6 N 24 F.E.S INV. 87.50 INV 88.00 ~ t
i i
SCALE.• HORIZONTAL 1 "=100' i „i
VERTICAL 1 "=10' , ~ ' i i
' i i i

STORM DRAIN
STRUCTURE TC GRATE INV.
Dl #3 * N/A 83.50E 77.83E
CB #1 85.00 84.50 77.92
MINIMUM 3000 P.sl. CB 2 86.26 85.76 79. # 2 CONCRETE COLLAR
CB #3 87.46 86.96 80.24
GRASSED AREA CB #4 86.23 85.73 80.98
ONE JOINT GF D.I.P. ONE urXNi OF D.I.P.
RETAINER GLANDS (TYP.) RETAINER BANDS (TIP.) =1 I i=1 I I i=1 I ~ r 1= * CONTRACTOR SHALL CHECK ELEVATIONS IN THE FIELD
M.a 45' BEND (D.I.P.) M.a 45' BEND (D.LP.) =11111 11111=
S RIGHT- - Y 9 OR AS NOTED CN PUNS a.. ~ a,. a "I I l r----~ I I
• ¢ TO BE PLUMB. IF AD~A/SiMENT 4 ~ ~ a..~.
1S NECESSARY AFTER PRESSURE STORM ORAlN TEST, Rf1ESRNG MAY BE RfQO. HYDRANT PUMPER NOZZLE SHALL x " VALVE BOX 4
BY GUC. BE PERPETYDlCUUR TO ROAD .Q •VALVE BOX SHALL NOT 8f ,Q .GRAPHICS `
INSTALLED IN CURB & GUTTER I GALE ~.'4.+
e GRDUNfJ UNf 4' CONCRETE C01UR • d 1 'A
2' D,I.P. ~ ~ VALVE BOX ~ ~ N
N
BACKFlIl J ~ PRECAST (1N FEET )
M.J s5' BEND (D.l.P.) M.J. 45' BEND (D.AP.) AND TAMP CONCRE . ~.Y ' ~ t•P.:.: ~ .~:i CONCRETE COLLAR ~ i inch = 100 ft.
RETAINER GUNDS (TIP.) •';,'''''t• RETAINER GUNDS (TIP.) ~ LOCKED HYDRANT ]EE ; PROVIDE ROCK SP1LC 6 DI PIPE
CONC. BLOCKING CONC BLOCKING AROUND KEEP HOLES
MECHAN1caL FINAL DESIGN NDT FOR CONSTRUCT
PUCE GONG BLOCKING SUCH THAT IT NfLL UNfORMEO CONCRETE- NOT lNTERFER£ NJIH REMOVAL Of 80L75: SLOPE 7OP OF C~JC. a J01N1S I DN CNARL0T7f P!P£ AND FOUNDARY a`~~i~4s"e R•
PIPE DIAMETER GREATER THAN J2' SEF 7O PROVIDE DRAINAGE ° ° CNARL017 UTL-274 VALVE BOX) ~ w;~,;: ,
G.U.C. ENGINEERING DEPT. fROAf HYDRANT ORA1N UTL-274 s' GA7E uacVE UTL-289 ~ PIPE LENGTHS SHALL B£ AS REQUIRED TO CONSTRUCT CROSSING UTL-281 EXTENSION TF . ' ~ ~ • ~ A , VALVE AND B4X s~ F OCIAt . ~ ~ ~ ~ En sneers
ALL INTERNAL J~NIT 70 BE RESTRAINED RESTRAINED ~KNNT5 I~EB-PIe 6855 SERI I~ ER PIPE ~ ~ g • 107 East Second St. 6855 SERIES (VALVE BOX AND EX1ENSlON) ~ 4 Since Greenville, N.C. 27858 Planners
1918 252 752-4135
WATER MAIN AND STORM DRAIN CROSSING TYPICAL FIRE HYDRANT INSTALLATION G41~i4 ( ) Surveyors
NTS NT5 • weer eve o er ~ HER R
~,m I TAGS, LLC 5 44
GF COMM ONS HERRI TAGS, LLC ,
NOTE.• REFER TO SPEi PO BOX 277 r UTLIT ES PLAN
ADDITIONAL DETAILS :FER TO SPECIFICATIONS FOR KINS TON, NC 28502 DATE , ,5' q-0 NUMBER ONE TOWNSHIP EOGECOMBE COUNTY NORTH CAROLINA AL DETAILS TELEPHONE.• [phone]
SURVEY DRAFT SCALE DRAWING NO. SHEET
1" = DESIGN EJF CHECK JDV 100' W-2472 3 5
OF

/ ~ ~ r ~ { ~ 1 ~,'ati ~ .
/ ~ G• / e~ty l~ ~ ~ f
~ ~ ~s / \ U_ i~,~7 ,~,,a /
~ \ \ • 1
~ ~ ~ \ ~ ~ / ~ \ / a ':1 , ~,<~v . ~ TC 84:70 ~
~ ~ ` ~ ~ . ,v=
i 6 ~ \ \ I ~ is ~ v ~ / ~ ~ '3~ TC 85.8ff \ ~ '
I , ~ ' \ V ~ ~ , , ~ T ~ C 85:60 ~ ;
A C. \ ~ ~ ~ ~ ~ , , w , TC 84.70 (n ~ ~ n ~
\ ~ ~s ~ / ~,.4 ~ 30 RCP X2.76% ~ ,t ~ ~ . ~ ~ J V ~ 3
' \ \ ' \ ~ ~ .i. -R.,. ',r , " C 85.80
\ 05
i' ~ \ - ~ ~C--
~ i \ \ _ ~
' / \ ~ i 0,5 „ CP ~ C.B. # i ~,E it ° t
~ ~ / \ 30 TOP 85.00 , , ~
~ ~ i' / \ \ ~6 ~ 6 GRATE 84.50 Nit ~
~ 1 \ . J ;a. 5 INV. 77.92 ~ ~ r . ~ e , i~~E~ ~ ~
' 1 ~ I i-, ti'4ry 4,
1 ~ i CP ~ ~ p. , ~ ~ ~ RCP ~,z'
~ I ~ \ 0 R 1 3
I 87.46 $ ~ 1 C.B. # 2 ~
I TOP 86.26 ~ ' ~ GRATE 85.76 ''4 ,V /
\ 1. oo Ac. ~ ~ 87.46 ~86- / i ~ ~86- ~ b / INV, 79.27 ~,t ~ ~ ,
M ~ - ` ~ 36" RCP .19" _ / ~ ,F.F ~ r, t ' TC 86.70
~ ? , s~ ~ Tc ~ i ~ ti ~ E,# ~ ~~t'` /
_ ~ ~ \ \ ~ 1fd'. ''~v / ~
E~k \ ~ ~ J / \ 8, ~ ~ ~ ®0,3 Tc .1s , ~ ~ Tc 88.03 ~ /
~ » RCP 3 \ ~ 0 CB # V ' ~ i
\;4. ~ ~ TOP 87.46 ~ 1 ~ i` /fT`" ~ TC 8~ 00 ~ ~ k,, z ~ u
~ GRATE 86.96 ~ ~ ~6 , ~ 1NV. 0.24 ~ ~ t .50 i.
v H y. r 18 RCP @ 3.79' ~ ~ \ ~
`~k TC 87.80 u _ ~ . ti~~~ ~ ~ ~ ~
~ ) ~ C.B. #4 ~ 1.60 AC. .,<< ~ r
1.47 ~ ~ 1 rc 86.23 1.47 AC. _ - n ~ / _ ~ F.E S. APPX F.F. EL. 88;0 ` "r ~ .y
TC 87.96 ~ ~ 8 GRATE 85.73 i ~ IN 84.00 ~ / / ~ /
- - _ _ w / 'APPX. F.f 1NV. 80.98 ! , _ TC 87.80 , , ~ l APPX. F. F EL. 89:0 ~ /
~ ~ I ~ ~ / i.~- ~ ~ ~
/ --8~ (J
TC 87.46 ~ TC 88.30 ~ ~ _ _ _
- TC 88.50 ~ ~ ~ m-
TC 88.50 ~ „ i r' _ - ~
1.46 AC. 9 \ 24 F.ES 24 F.E S ~ ~ / / ! u X / / /
\ INV. 87.00 INV. 87.00 ~ ~ ~ - _..Y~r -
APPX. F.F. EL. 89.5 _ _ _gg-' 9p 88 - i
s REMOIiE EXISI7NG 18 AND 36 - - ~ RCP AND F.E S. - R
- - ELISE - , - i ~ 1F POSSIBLE
~~4'S A C. ~ ~ 24" RCP ®0.3~' J ~
~ g1 i ~ / ~ / /
~ APPX. F.F. EL. 89.5 ~ 24" F.E.S INV. 87.33 / f ~ / ~ / ' / ~ / /
/ ~ TC 9 ~ / / ' ~
~ \ ~ I ~ 92.06 ~ , ~ C ~ ~ ' ?6
\ ~ - ' / J / ~ / /
\ ' \ ~ / ~ ~
~ TC 88.67 \ I - ' ' ~ ~ \ / 92.14 , i~
\ \ rc x.17
~ AC. \ 24" F.E.S. ~
89 ~ - ' ~ \ ~ INV. 88.00 , - ~ ! ~ / / v
i
' ~ ' ~ i 90 ~
24" RCP ®0.429 , , - ~ ~ - ~
~ - ~ '
24" F.E.S INV. X7.50 1 , ~ ~ ~ 9
/ TC 91.77 , ~
/ , , 91.52 / ~ /
/ ~ ' ~ i
.28 ~ TC ~Z-- , ~ ' , ~
i ' , ' i
92.00 ~ ~ l
i
-:END OF CURB ~
3' TRANSI TlQN TO
~ ASPHALT TYR ~
LEGEND
SPILL GUTTER ~
1 1/2' WEARING SURFACE
(BCSC, TYPE I-2) AVER TACK CHAT,
S' CLEAN, GRADED & COMPACTED STONE 2' BINDER CURSE
BASE (ND SLAG) (BCBC, TYPE H-2)
AVER PRIME CHAT WELL-DRAINED SUB GRADE
6' (MIN,) CLEAN, GRADED &
COMPACTED STONE (ND SLAG) GRAPHIC SCALE
SUB GRADE TO MODIFIED 95 PROCTER MIN. C~MPACTI~N 50 0 25 50 100 200
(W FEET )
~~~~p~~~~~.~~f~~~~~~~~ R~e~ e v 1 inch = 50 ft,
~a~~~av~~~~p~~~~~~~~> a s ~ c .
FINAL DESIGN NOT FOR CONSTRUCTION
(TRUCK TRAFFIC) (CAR TRAFFIC)
1~~ y~ N!'Se~ ~~al~ •
0~ p B~Q~t En ineers Eg y b
PAVEMENT SECTION DETAIL ~ • 107 Bast Second St. Planners q Since Greenville, N.C. 27858
N.T.S. 1918 [phone] Surve ors
31564 ~ ~ x
wner eveo r HERRITAGE tcc ,4 ,
,'l~ .
HERRITAGE COMA//~(/~J/~~((;^1 hxgatt IIl \/l ~V HERRITAGE, LLC w ~L~°i
!/l l.~ MIPxY 1A ~V •xi
PO BOX 277 ~ - `fflMLAFV U AN
KINSTON, NC 28502 DATE NUMBER ONE TOWNSHIP EDGECOMBE COUNTY NORTH CAROLINA
TELEPHONE.' [phone]
SURVEY DRAFT SCALE DRAWING NO. SHEET
DESIGN EJF CHECK JDV 1 = 50' W-2472 4 5 OF

a a
F 15.4 ~ ~ ~ 1 ,,,-~-MANHOLE RING & COVER r NOTE: r
bP OF PAVEMENT 1-STEEL SPIDER ASS'Y. AS SHOWN RECD - ,a, ~ 9 a . fNIIRE SPIDER ASSEMt ; ~ TO BE S;"drd;N"vi;S I PER ugNT Df fl1P FABRICA,'E "F cR „ , n+ a : `'-L~" ' vOAI :,t?~` , BCR'E 1S Cv:rPI.E,"a.. D`,'.fE";S,vA: r
€ i 3"COARSE c. f' x 4' WOOD BRACE ---CONCRETE BLOCK 3 ! AGGREGATES WIRE SCREEN - ~ ~,,,y, . _ "-_~`I1~ I _ ~ ~ 1 2" GROUT A ~ ~ NECESSARY TO PROVIDE DESIGN SLOPE
` b ~ WASHt-u STONE FiL 1Gh' ° I , • STEEL ENCASE~ffNT A' r~'t INSTALLED tN ~ AFTER tNSTAGtAtIO!'J OF SANfTARY SEN£R: ~ . - : u~, ~:..:,:5 - ~r_, 1 r Bl of dd~ rn n F dcli~ 4!Nl1 P At 1 tANi! - ~ , s GRADE RING o SAW CUT EXISTING SEWER MldN AND RE41SlON5 OR MODtF~CA'~c?NS RfflUiRf 'COAL TAR EPOXY
_ ~ .v ~ ' SEE NOTE REMOVE SECTION TO ALLOW INSTAL- ) ~ + ' - PRIOR APPROVAL. I
A/ ~ e D' s" 0 ~ ---.J--- 'h'PICAI ~:---;-P*~:. _ ! ~.1 i LgInJN 4!r Preri:gil F!AH!~IVLL AND 1 T9PICAL MANHOLE STEPS / _ a ' SEWEK MAIN. ' ~ '
p v - ..may - - e AT 18" ON CENTER ~ ~ ' + tG' X 2° X 3/8' THICK I ! . r . p rir'STALL Pir?E T'ririvuuk MAiv'HOLE a y r.> e A{ KT a'iv6 STEEL PLATE cwu~- [ " - n ~ a
1 _ PRECA< PRECAST CONE ~ o INSTALL ABS COUPLINGS (EXISTING ~ °C°` 'i` STEEL ENCASEMENT P1Pf
~ s ~ MAIN TO PROPOSED MAINZ AND 8" x 3/$" THICK STEE! PLATE
TCkAD7lAd}~/yY Ct/ F - ? Ll~1(_V! 1FIt.1 d V f Ve iL., [ .A~4'!~ 1-. ~:~I ~ r~ i a ~ S7FEL PLATE SHOE - ° j_-.5EE SPECS FOR ~ ! i FN,W ' ~COt:E t' 30ii"T `~E~JiREMri"T ~ I ~ THE DISTANCE FROM THE TOP OF t AfAX. CLEARANCE ~~1' ~ t° - a., ` ~e e v a , = ! i mAi1H0iE i'elni; niJii ti.uvcR Attiu ! ;'?'D,' a ~ , MAX CtFARANCf tin /i a
CONSTR NCE ""n"~~~~ ' UC170N ENTRA eo - GREATER ! ' FNISHED GRADE MAY VARY WIDELY, ~ ~ r ~ _
e ' _ e 0 ~ GREATER = TN~N F' ruenl g' ECCENTRIC ~ ~ , , ` I SEE PtAPd. SANI rARY SEii£R"-1 t ! ; f
t.. , ~ OR LESS ~y o POINTS OF EXIT AND EttFRY FOR (UtP r?EeulkEUj ~ 1 ; , . ~ - ; ; ' , , OR LESS CONCEMRIC ; I t ' ~ - - - PIPE SHALL 8E PROVIDEfl WITH i t , ~ANlTARY Sf'hfR ~
SEDfMENT 1" x 4" W0~ ttRA ~ L CE OROP 1NLfT W1TH GRATE ! (D!R RFlylllRF) 1 i ! i I=-~~; ~ ~ 1EXtrst.F Sl.tsvk>, PREFORMED w' ,vx r I a" ! _D, ~ I i , uu I e
Y ~ nv w: w ~ INTO THE MANWOLf A I'" I I ~llA:t:l3.:1~1 (1~ ~D~nE DING pC;uJlRw .N i 1 i ~ v \v~
1. PLACE CDNCREIE BLOCKS LENOINWTSE ON 7Hf/R SIDES 1N A 51NGLE ROW AROUND THE "i. _ _ ..5 w NON-PAVED AREAS. iN PAVEMENT ~ ir'• v\ ! ~"!-~ty.;y~4!!~'~,?~, t ~ Id~»Iydi,iy~, I I ~ a
s PERfMETER OF THE INLET; R70f THE ENDS OF ADJACENT BlOt~S ABUtTTNG THE HEIGHT ' CAA' eE VA,41ED, Df°ETJDING DESIGN A'EEDS °Y STACKfNG COMBiNATTONS OF 4 ~ E" o 4°-0" _ "D" I . ¢t0" ~ GRADE RING NOT REQUIRED EXCEPT :l t AS NECESSARY TO MEET FINISHED ! ` I L..._.. ~ - I ~ I ~ _"I ¢ I ELEVAiIGN. _ ENU.OsE ErVD iii$.' I s
AND 12" WIDE BLOCKS: THE MINIMUM HEIGHT SHALL BE 12", THE MAXIMUM HQGfIT SHALL ADAPTOR CO! BE 24". AS NECESSAI ADAPTOR COUPiJNG " ~ ~ ~ ~ -'~~~1 BRlgC MASONRY AS NECESSARY I w ~
2 WTRE .ESN. O4 HARDWARE CLOTW tMTH ?j1` OPENINGS SHALL 8E PI.J~OED OVER THE OUT~DE VERTICAL FADE (WEBBINOJ TH£ BLOCKS, TO PREVENT STONE FROM Bf/NG EXISIiNG M7+ } ~ I ' f ~ I e NO MORF THAN 7-¢' RINGS r- _ ICON?]NUOUS dYELD I \ i I ~ , ! I ~ ! ! 7 ! / ' ,)%Q IIrA,. x G ~ r_%viR J1DW i/+ir, j EXISTING MtdN \ I ' I s i SHALL BE INSTALLED. i I
WASHED THROUGH THE HOLES IN THE BLOCKS a 3- STONE SHALc BE Piic`D AGAINST Tnt WrRE TO Trir' TOP OF Tiff Bt0O'K. NCDOT X57 ~ ~ 6CkiS W/HEk 2" iVEEp N~.E --1 I ! NUTS EA. SIDF I : ~ J ~ 6 Inc cn,ncn X57 STONE
OIMENSIGNS AN0 QUAN7(DES FDR BRlGK CATCH BARN WASHED STONE. 4: CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED S10NE /f IT CLOGS W11H 5EDIMENL _ ,v. -
DIMENSIaWS' GF 80X AND PBrE CO~+ Rp,M~APCFAIENT CUB1C YARDS OF ~tlpl MASONRY 5. 5ORAP ? X 4" BOARDS PIACEO 1HROUGH THE HOLES ur uuriNtrt aiwno rRE'Tc'Nra _ COLLAPSE LESS THAN 2 PI SAN INDTH N707H 5P GH HE1CH D/MENSfidVS BARS-U BARS-V BARS-W R1TAL CaYCRF1E !N BOX H' PER FI. ~ _ _ LESS THAN 20" ~ 4' t' MIN. CRUSHED COMPACTED 000 L EXISTNG MAJN ~N'G ELEVATION
D A B C G M1htH' Ht f F . NO N L 0: ! i9S TCP SL98 FLOOR 1OTA! G~1, PDS OF HflG1fT 20 OR GRf? - CASING SECTION 20 OR GREATER 5 ~ AGGREGATE BASE ---"-r--.-.
1s 3'-0' z'-2" - 2>..B' - - - _ - - D.2B1 a~B/ aBD2 0,~1 9LOCK AND Gf`'iAI~1.. ~ROP INLET' SEl)I]l~~Nl` FILTER rs° - 2'-f0- _ _ - - - - - o28i 0.281 0.90s ABOVE NOT TO SCALE 30" OR GRFA g8
24' - - 3'-4' _ _ 0.281 0.281 1.070 MM'BRMt W . 30" OR GREATER UNDISTURBED GRGUND SANITARY SEWER ENCASEMENT LaETAIL 5-12
30' 3'-4' J-2' VA . 7'-~O' 4'-#' 4 1=8" J 4-1• J 4'-1' 45 0.147 a374 0,527 1:JOd N7S
36' -t0"--~_.3'-8' R 2'-4• f'-#° 4 2=0° 4 I'-1. 3 4'-1" 49 O.fB7 0.415 0.602 1.586 0.121 _ RBOVE' 42' '-'-4'-5 4=4" A 2'-1" J~6' 4 Y=9' 3 J'-J• J J'-3' 38 O.IJS 0.371 0.508.1.811. H, HIANHOLE_0_~ER EXISTING _J4fAlN
48" - '-0 4'-t0 B 2'-8" 3'-6' 4 2'-B' 4 J'-J° 3 3'-3' '10 0.173. _0.410 0.581 2146 NOT TO SCALE
54' 3=0' 2'-2" - 5-4" 3~3' J'-6' 4 3'-0' 6 J'-J' 3 3'-J' 46 0.111 0.448 0.659 .2510 A
S?EEL TROWEL FINISH
PER FOOT
! yARrABLf AS DIRECTEU_BY.t„~VEE'R !NVERT FOR SERVICE
" " STRUCTURE D1M. A" DIM. B" E B - (ta' MA1L) I LINE IN MANHOLE HANDLED SAME AS
3" BARS 'Yr B' I8 BARS 'W" fWAtLY SPACED D.l. N0. 1 4'-0" 3'-0" CARRIER PIPE
EDUAU. SSAA(.ED - - 5'-0` 5'-0' D.1. N0. 2 4'-0" 3'-0" 9 4'x 4' Rf C .
D.I. N0. 3 3'-0" 3'-0" _ ' y ~ FLOW ~ rw n :i.
R M R ¢ ~ ~ SEE PLAN FOR PIPE SIZES. _ ~k4. + --'-T~':f ~ 1 i~'~
~ ~ $'-0' as _ ~
A _ _ Plo» w _ . sir£i post n I ~ g. nt - ~ G:~ ~ .1~ ,,r~. I if ~'s
am And titter w corm eds~ a, steep Qada PLAN s L.. NfRE FABRIC - - .x„ I ,:;gar' ,
PJc~ri ~f T blob ~ , Usti At FPot 6Yaae 2X And Under _ - '?i: ;;~~1 EVEN RADIUS CURVES
GRATE TOP ELEV. VULOAN V-5360 OR AS SHOWN l~'07EX71Lf FABRIC ~ I I j 3 OR 4 WAY STRAfGHT : _wAY iNTERSECTfON
,{4 9ARS ~l ~ ~ BARS N" Did APPItOYEb EQUAL ON PANS f4 BARS U ;y !-°3-0" titter tn. -D"---~ INT_ERScC110N TAMPID BACKfTLt.
~
EIBIrofiOrl - . GENERAL NOTES. ~ Nonnm am And aver Gn light G1ede _~'~-LROE NOTE
Namal a W 8" MORTAR JO?NTS i/2' ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI-CIRCLE CONFORMING I BURY FABRIC 6` MIN. ro THE INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS: ALL
S~tit~ RR tt« une ~ GLASS ~A• cGNGRErE ro ~ Usm. THE POURlN6 OF FLOOR SLAB TO BE AOGOMPL/SHED BY !NTERING BRANCHES AND CHANGES IN DIRECTIONS SHALL BE FORMED BY
' FORMING j4 BARS 'U` ~ ' ALL DROP INLETS OVER 3=6" ?M D~'PTH TO Bf CrRCUTAR CURVE IN THE INVERT OF AS LARGE A RADIUS AS THE SITE ~?F MANHQI.E WILL PERMFf. CHANGES IN SIZE AND GRADE OF THE CHANNELS
J" EIX/AIiY Use a Grcde 1X And Ohx FRONDED WTTH METAL S1EPS ON 1-2' CENTERS. ~ACFD - ~ ~ ; • ' JUM OEBRICKI W~7LlMBE PERMITIED/N LIEU OF CLAY BRICK. SHALL BE MADE GRADUALLY AND EVENLY. 7HE INVERT CHANNELS SHALL
. . _ SEf PUN I"GYt 8E FbRMEO DIRECTLY IN THE CONCRETE OF THE MANHOLE BASE, OR SHALL 1~`k1PORARY S1L r_FENCf BE BUILT UP WITH BRICK AND MORTAR. THE FLOOR OF THE MANHOLE
o PIPE SUES, 12 ~ Depressed SECTION A-A ~ ;?UTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD
S'~Ictionl S5 E`levafion attar Ln. rHE CHANNELS NOT LESS THAN 1 INCH PER FOOT NOR MORE THAN
Normdl Oirb And att~ Cfl Steep Liade ' INCHES PER FOOT.
l1 0f ! ) 1 4.T 1
STANbARD B 1CK- CATCH BASIN N.r.B o r • - MANHOLE S-17 t ~
15 TNRU ~4 PIPE _ ~x~: N15
NTS
1/2" RArius - 1/a^ aAnius
6' 6' i8` _ - ^~re, Grate, & Hood
B. BEND J R. I - el - ~ RADIUS ?S Foundry 5181-6421 Typo 'C' or Approved Equcl. GtlYERAC N07ES
EL. 4 C: ev Mortar Joints 1/2"tl/8" T)iidk t?odk of curb ° pass AA' concrete to b9 used. - ~ N
? Flu SUPPORT PIPE W11FI CONCRETE the pouring of Boar stab fo 6e ac~aripiished d _ X N 8. by ionrrmg.
_ _ B 8 All catch basins dyer 3'-6° Po depth shot! be
1' M1N. . ' 8" CAP WITH 4" DR81ED HOLE 24" 24• _ 1. ConfraaNon joints shop be seed of ten foot intervals. prodded wrth steps 1'-2' on centers, Steps t COMPACTED 2 Conftdetion jams may 6e instol7ed 6y the use of temp/airs ar farmed by afhet approved Y Y shall be In accordance with STD. N0. 25.12.
COMPAC . SUBGRA driefltods. Concrete brick may be used in Ilea of cloy SlBf,~ADE 1/8' RADIUS i brick, „limbo bNck wAl be permitted.
Norrr• PLACE s" CAP wTtta 4' c~R/Fit~ GN P1PE AT 2d'GI~BA 3,000 PSI - ~ Zd'~i~l'~~ 3. All expansion pints snail be spaced at 9O foot Intervals and adjacent to alt r/gid obJects. For 8'-0' in height or less use 8" wolf. Over
CONCRETE E END CIiNSTRUC110N AFTER ALL UPSTREAM Al1Ef7h t AREAS ARE STkBgJZED. THE POND 1S TO NAVE ~ fULL 8° bPENiNG DURING CGi'JSTRUCTION WH11E 1HE 24 AL7E'RNA7EJ Joints ~ofl match focotions with pints in abuthhq sidewalk D 8'-0" !n height use 12" wall to 6°-0' from X fop of wolf, and 8' wale for the remaining 24' 4, Concrete compressive strength shall be 38D0 PSI at 28 days. 6'-0'
. PON01;5 ACTING AS A TEMPORARY SEDIMENT BASYN. s• 1 ! Leave wed hoes as directed b the en loser. s" t8° 5. top six inches of subgrade beneath the curb and gaffer shoA be compacted to to0z Pten ~ ; y g
. y standard proctor dens/ty. Secfi®n XX
24" e; . . , P' N
n ~ 3 .e ~
.b. N 1 LOW,FLaW Da/FIGE„AND_ SUPPORT ~ . ± . . - ,d, / .b. b ~ { ° J__ / ° d ,d . d ~ .1 N ~ ryT B" B'
VAf?!fS N1S .b ; ' - 8' B ~
S~`E PLAN 3 _ 8'
hVh PER PLANS t ~ a~ _ 14' ~I L, d~ 14" ALL, d~ ~ Q7!!`1~4 8' 8• ~ e
m i ~ G T - C ,li p i
~ CDNC ' CLASS ~ RIPRAP FILTER CLdTH ANC _ ~C~R~ - G,_r,. UTTER,° ! ;ou1LET;oi ~ " D--il \ ~ . 8" N15 I ` ' 1 18
°
S~'1LLWAY - b ~ e ,
N15 Y~ End SPe~alion Sins yati t on Where 3G' `c 36" Pipe is Used Where 4?° To 54" pipe Js Used
Section - JJ Section - MM
E
i
6., 3, E.. ~ . ~~~'!1 ~ ~~tln tS
i Sa(r1tAk hone i. I I N07ES. Connim am- r- Ylk hone Cal hua{>L6n Nkk1a Ya6re Lwrs~o aryiakits Bsageot yE,a ~ to 3 h kDd aM ~ ~ sad dfMYryi tdamt T- 4 ~ ~ !
°1__---_-~ ~ ? Pdtaldb "t I REINFORCEMENT. ~ _ am-.: A Tokm~x - I Rda artgraas MsMrCe Pradks smie I ' lac Fmegatt y~ ~ ro 1 R ~ tkrnras ae dl xe+ ro parthd d+aob ~ - _ - ~t ! S k M M
--9 i--{ d 6° OCEW (MIN.) Saq¢YaiuktrYahl Emeytn _ _ _ ' ~ spp. linagent yes ~ to 3 h 1lk~ Ihteforl aM I1my ~D and I " J fain Emegdnt }ea w to J ft thdaete Teas artd cdadm~
I i CONCRETE; 4000 P51 _ _ e b a6c#s Sdplrg ds B+rergwtt yes W ro 1 R NoAaote thud ~ Fdl swd. Aggrs~r ready ooym wgm+as Pafr~ yao y+ to 31z Nlgld Sa>Sdids ad Tdaa+f of Auc6rathy SoR-sten 8i dd ftaQ dada sxfi as P.
_ I I 4 ®2aDArs _a I ! boestrs Ahta food rota kKefs 8 parth+ dd~e aM aMr. Pofygaxnsn syls. fmdgmt }ss W to 1 R Iktdfael ost roladlrer Tdaont al „
I SEE NCDOT STD DWG. 840.45 FOR ~A1O9a'' I r- ADDITIONAL DETAILS ltphe Gogm fndeyett ya W to 1 R hot ~ sorryEidt Seeds and rhactuotitg mfa /owls
h °i I ~ Caffat tamer ~ ~ ro 1 R Lot. ~t ~ ~ ~y didMmte elTesds Emagnt ya w ro r R. lam to ram ~ a ay `~I+~G__. i oNda spaces {Hwitnr. SaR Rr~h
I I ~ I I Gsotaphlllnn Mne'aen Mp'st Lotdarn Endeya'dt yes ~ to 3 R Yakob /or hxd drrt asf aokrnta Tdamt of 3h1~ drdtaam t )a yes Lae Irod vR+e Coco tee Awthp SAV..9>aek
i I M hd6ffdt and shdta fa tddalt R4>id gra?fh i , panuan wgahan Pahwta yes +P to 3 k Seedh row• hr Tdanfes eat a oY S rANCAR~' ! I eotMOel and s ~ ~'R~CK cA r eASiN
8' M1N, `-I i Eme'gdf Cmmm TNee-Sglat aP Edaag~dt y~ ~ ro s rd ~ ; Meate r5'" rHRU 54" en nree-syeae I~tehrf sar~rbs. er a~e~ess FrG Acavs 'anus Pwirbte~ yss up to 3 h. LaR: rdwot of dp pads Not Pl PE
TOP OF BANK MIN. - 70.0 O SPILLWAY INV. 78.00.,.. p 1 X !e" FES I°"m ~A~ b ,1litldt fkj a ~ cdmlt°r Tdemta N~
~ INU EL 74.50 PLAN r spp )es yea lfklq, Faod hr fagh nretd rasad _ t add ra'd Oadeo cmackuw Sodmayedt yes yes tar. rod rata odygenota
PERMANENT POOL EL 74.60 Seuurls curww Bnegea MICROPOOL ~ GALVANIZED FRAME AND GRAZE 4^~ 3 1/2" x 1/4" 9ARS s ~ ~ r D,reger ~ W ro I R Lox pct ha rood 9~ Shao'e Nbteeex! Kgh ad6fwt «tpa: °s tat cEx!s,
OUTLET z ! utas ~ 2X18" RCP ~ 6°' 3/B"m 9AR STRUCTURE CLASS B RIPRAP a pmlalkk m~to Emargdn mwtheetas ~t ~ m a h. ie. ~ ~ tdaate and ~ 1 , A 1 ~ T f - , I,~fAL DES~(.N rJR OONSTpII/'~TI vdbss amrhmn 9dwnegant 1w !es ~ Food hr Tdamf N mwky water (1 V 1, 1. O,N
0 4 2 1/2" x 3/8" END BARS p - m~to rm~geer y~ w ro i a a~ ~ an ro m'~' ~e Ord c{day esfa/nt HddRot fa add ~ d~n~!t loads Ad+ add hxdrtehofss, _ erg
Pataeogefm petBiatra COW FLOW ORIFICE FILTER ~ Paid ~ aaTH agrfan P t y~ yss Fxtremdy h~. na>,y ~q aquoLia Faa~+t yes ~ m i R Ford la tGids, hd died era ~ IFiteked mach ace ~ ,a ~ •
N I _ ~ u~ ~ ~ En 1 ND1E 7HE 1~1ST]NG ]GP5Oll f5 TO 8E USED TO LINE T19E WERANDS FO/lOW1NG EXCAVARAV E~~i/ . g veers
EL. 76.6 TO PROM07E V&UNIEER GROWTH. 1F SUFF/gENT Vq.LIN7EER f~OWTH !S MAT APPARENT N47HIN ® ~ ~ i$ 107 East Second St. t YEAR 7HE ABOVE PLANT5 SHALL BE USED >O SUPPLEMENT THE VOLUNTEER GROWTH. Q Since Greenville, N.C. 27858 Flanners
STORMWATER.. WETLANDS OUTLET :~~o' ~ s" P~~ TD NOT 70 SCALE 2 X 18" RCP LOW FLOW ORIFICE' ' oAppn ~ ~ 3/16• F1LLE7 WELD OUTSIDE BAR AND = t ~ Isla 1252} 752-4135 Surveyors
/ - J-4-, EVERY 3rd TERMINAL BAR. b
ALL STL. SHALL BE HOT DIP
INVERT BARREL AT . GALVANIZE AFTER FABRICATION BOTTOM OF BASIN N.'e H E R R ITAGE, L L C wner eve o er ~ IN
ELEVATION 74.60 ! HERR/TA r ~ GE COMMONS
GRATING r . HERRI TAGS, LL C DETALS E REFER TO SPECIFlCAT10N5 FOR .
Z SET RISER ON 12" 2 x 4° KEYWAY, TYR. NOTE' REFER TC THX. 314" STONE ADDITIONAL DET )ITIONAL DETAILS PO BOX 277 DATE NUMBER ONE TOWNSHIP EDGECOMBE COUNTY
BASE LEVELING PAD. NORTH CAROLINA KtNSTON, NC 28542
ST R' W R_ A!V S U SNUACWRE 1 SECTION. A-A SURVEY DRAF? E J F SCALE DRAWING N . TELEPHONE: [phone] - D SHEET
NTS DESIGN EJF CHECK JDV AS SHOWN W-2472) OF 5

TAR RO / /~9 i ~y) • ~8'
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~ 0 t~ 4.67 AC. 85 ~ s Py 3~' l es • E
`'o ~ 15 B ~Q' " ~ '
VNCIN1lY MAP / ~ ° 1h' 0°c '3~ 6$ rn •0 1 9g '30 295
N1S ~ " yl •9q• °s ~ ~ 5
o k °o: t o. .•y1 h ~
,y~g ~ . 5S ~ , ~ ~i
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/ / a• ~0' 13 ~ ~ ~ ti ~ SO g ~ •
/ ~ F, ~ .6 , " 6 1234 A0 ~ ~ 6 0 0~ ~ ~ EP
N~ T~S / / ,~0 1h F •04 ~ rv ~ , ~
1, PNASE 1 INCLUDES: / ~ ~ ~ c• ~ 20 0
ti / ~ ti 'sa~. / / lP - ,g , B ~ 0
8 AND AN INTERIOR / / ~9 A) 3 DRI VES ON HWY 25 a ° ~ z ~ a
/ / 10 69 ROAD ACROSS THE BACK OF THE LOTS. ~ ~o R
/ / / / 0.96 AC g ~
RM DRAINAGE TD SERVE OUTPARCELS a~ B) STO / / 3S
1-4 SHEET 3) / / ~ ~ # ~ ~ aw EMENT 46'56 ~ N
/ 0~ . 0 ps ryp o EAS ~ S 0$8
B 1-4 AND CONNECTING P1PES ~ 1 ti. A9• 1) C ~ / ~ 6 0 ~P / i 0 0, / o. 34 , 5~ 244. '5818 33.y N P G.
2 42" RCP UNDER EAST DRIVE 3•V~
ONTO NWY 258 / ~ ~ ~o , J 11 / / ~s~, 0 50 R / '1 4 ,EOp 400' a c^ •3p,
3) STORMWAIER WETLANDS / / ti " FOR DRIVE CONNECTING / / , ~ oo Ac. 4) 2X36 CULVERT 1 gC 24 0 , ~ i 5~ 5 Rl ~
TS 12 AND 13. / / ,h1 LO e ~
C REFORESTATION OF THE AREAS INDICATED / / ~ti t 30 R ~
) 9 q / / 0 ,U~-E (SHEET 2) ~ Ac. ~D ~ N ~ ~ / ;
/ / 1.05 9 30' R ' ' ~ 5 24 Z P ' r., ~ ~ / 1' prd) i
/ / '6 7 A RAND WER UIILIAES AS INDICATED 92~ 5~-~ D) W TE SE / / ti 59a~ z 1.60 AC. 44 , C5 1.47 AC. 5 14 ~ ~ ~ = i ~
e ON SHEET 3 / / o* / / ~ ti° 246 p3 ~ ~5. ~ -i 'v~
03 ~ N 246 ~ - ~5 5 ~ ~ N ~ ,9g / ~ ~n Cno ` /
2. l MAP WAS PRRPPARED 1N PART FROM MAPS / s' , TNS / ~ ~ 4, p ~ f N. EAR' 23B , ,pT" W ~ S p ~
PROVIDED BY THE OWNER AND IN PART FROM A / / ~ , SURVEY BY RIVERS AND ASSOCIATES, INC. / / 8 30' R rn. ,8 20~ UP~• 4g 31 ~ 5 R 3 36 6 S ~ ~
/ / 1~0 's~. 0.91 AC. EAR' N EAR' W ,95 ~3 X4.12 ~
~ ~ SURVEY PREPARED BY / / ~ EASE U 3 TOPOGRAPHY TAKEN FROM ~ U¶~, ~ t.46 AC. 3 ~ ~ ~ % ~ ~ / ~ 3.90 '
/ ~ Q , UTIL• 3A MACK GAY ASSOCIATES, P.A., ROCKY MOUNT, N.C., / '`Q ~ 2p 6~~ 4 / ~`l/ 9` 1~ ° 269 4 ~ ~
DATED APRIL 29, 1988, REVISED SEPTEMBER 23, ,h'h/ ~ti ~ 1.45 AC / V 1.45 AG ~ ~ ,i /
• 1988. ti~ N / ~ ~i 0' 2 0 ~ rn 46~ /
4. REFORESTED AREAS SHALL INCLUDE A MINIMUM OF / y,Q r 9 p1 26 .55 5p i .gyp,) g43 i
h ~ ~ a AT LEAST TWO NA ]lVE HARDWOOD TREE SPECIES i ° cii, •ti N NaE t ~ 6" W ~ ~ ~ A 4
PLANTED AT A DENSITY SUFFICIENT TO PROVIDE e s ~ 36 ,Xtp s , -8 t ~ 41'30 ~ ~ ~ 8 0 SIGN S , , ~ O,X~ ,
/ / o. 9A 06 1,04 AC. 10 320 TREES PER ACRE AT MATURITY. / AA, , A 60 ~ 2 ~ ~
/ ~ / S, ~ .i i
5. R1V S AND CULVERTS ON HWY 258 / F ~ ENTRANCED E / / , .1 ' R i
SUBJECT TO NCDOT APPROVAL. / 8s ,~h 6 64,92 / 't~ 2 r W 46 .i
/ 100 v F' A . 4~'12'p2 ~ to , . / ~ ~ r.00 C s e, yo / / 'hh 143 9 ~ , , i
/ i i i
/ "~1' 0 •y~" 45 / ~ ~ 0 ti 4 98 5 313g' ~ ' ~ ~ i i i
/ / ~ 5 24 W 1 ~ i / / 1.56 AC. '13'19 i' i
/ / ,~0~5 ~ VI 15, i TOTAL ACREAGE 1N S1TE: 32.11 AC
/ 6 5 39 51' TAX PARCEL 10 N0. 4727-99-2351
/ / 0 ~ V~ 103' ~ ~ i / ~ , 112 ~ , ~ /
r / 362 D ~
~ ~ 5 g93 ~ / ~ ~ ~ /
/ ~ 539, Z 4'O. / GRAPHIC SCALE
/ / I 0 5 ~ o o~ / / I ~ ~v~ 10 i
/ ` ' ° '30 i' ~
/ ~ 10
~ ~ ~ ~ i ~
~ \ , /i / ~ i c~~} •
/ ~ `i i 1 inch ffi 100 ft
~ i~ / 8~
~ ~ 1. CONTACT N.C. ONE-CALL (i-800-632-4949) TO HAVE ALL UNDERGROUND UALIAES LOCATED PRIOR TO EXCAVAANG rioN ESI GN NO r FOR CONS rRUC FINAL D
~ OR 1RENCHING.
2. ALL REOUlRED IMPROVEMENTS SHALL COMPLY N?lH THE TOWN
/ F TARBORO MANUAL OF STANDARD DESIGNS AND DETAILS. / 0 H 'r. B eery
~ ~•g~~) M 107 >3a.t Second stn Ptann®r~!
~ ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. / 3. Greenville, K.C. 27858 r~ S" ce w Q i 1918 (E52) 752-4195 $LYTV@]~T$
~ =EAL 021~~
4• ALL LOT BEARINGS SHOWN ARE BASED ON DEED BOOK 1019, Z ~ ~ C
PAGE 238. Wl?el' V~'D C NERRI TAGS, E iN
C ~ F ,,,a~ ,1~.. , ITAC~ HERB
i~P~ PO BOX 277 d ; . ii .i
~~ucrnxi xin 91?~n9 ~dTF ~,i~ ? 3 {.9 r.,,..,~,,,~ ~nncnnuoc riv~urv unoTU CdRNiNA
nnv,liviv, ivy Lua/vr- - 11 11
TELEPHONE [phone] SURVEY DRAFT SCALE DRAWING NO. SHEET
RfV a-.tam PM WAM? ouwrr COMOM f.F 1 „ = 100' W-2472 1 OF 6
REV 7-19-01 PER LAW OVAU Y CaWMNT5 E Jr DESIGN EJF CHECK JDV

/ / / / ,
/ /
/ / / / PLACE EXISTING RIARAP TR R / 0 M D AIN
/ / OVER NEW FILTER GOTH
/ / / 2x1d' RCP REMOVE Ali STOCKPILE TOPSOVL OVEREXCAVATE 6" IN Fro~on Control Provr~ons~ / STRUCTURE TC GRATE INV. *
/ / S1gAMWA 1tR NEILANDS EXCEPT FOR fOREBAY AND MICROPOOL / / ,~y' pU1LfT STRUCTURE fKL OVEREXCAVAAON WITH STORED IOIPSOtI.. / / i DI j3 N/A 83.501 75.94E
/ 1. PROVIDE 20' X 50' X 6" STONE CONSIRUCAAN i / ~ i CB ~'i 85.00 84.50 77.92
- / ENTRANCE 1N DRIVEWAY AS INDICATED. i i i i C8 2 86.26 85.76 T9.27
/ - - 0'-9" DfPTH (12,100 SF) / / ! ~ 2. 1NSTAlL ROCK INLET SEDIMENT ]RAPS AROUND ALL CATCH ~ ~ i i Z~
BASINS AND DROP INLETS. / ~ ~ , CB rl~ 87 46 86.96 80.24 ~ ~ ,
I ~ . • - 9'-18' DEP)H (11,600 SF) 3. INSTALL SILT FENCE WHERE 1NDICA]ED. / i 1 • ~ CB /'4 86.23 85.73 80.98 i ~ ~ ~ 2~
/ ~ ~ 3
Ml 4. INSTALL PLYWt70D AND STONE PIPE INLET PR01EC110N • CROPOOL AREA 4,900 SF. AT ALL PIPE INLETS AT THE N ' • E D OF EACH DAY FOR i * CONTRACTOR SHALL CHECK ELEVATIONS IN rHE FlELD ~ i .E~
FOREBAY AREA = 4,800 SF. ALL STORM DRAIN UNDER CONSIRUCI)ON. ~fii ~ ~ 0 ~
~ - STOV?MWi11ER NERANDS X 5. PROVIDE TEMPORARY SEEDING WHERE WORK t NERANDS TD ACT AS / 3 ? ;I i k'0 1 p FO SEDIMENT BASIN DURING Z y3 9
' ~ IS SusPEN rouPORARr SEDI~IENr ea _ ~ DED OR 0£LAYED fOR 15 DAYS CANSTRUCIIQIV. RETURN ~ 1 REMO~f fx1SANG ~ F r aIN. RETURN 1D DESIGN i;. ' i 3x1 " Pi1~s ~'S
3 ~ 6. STOCKPILE T 1 Z,T,.i OPSOIL FOR USE !N LANDSCAPgV~ DEPTH fOLLOMNV6 CONSTRI. / 2 NVG CONSIRUC110N AND r~ i INV. 7.60
' x STABIUZAIIAN AF UPSIRE ~ ' ~ 7 CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL N AF UPSTREAM AREAS ~ ~ i ~
~ ~ EROSION CONTROL DEVICES ON A WEEKLY BASIS AND i i i
25 1CWS CLASS B AFTER EACH MAJOR STORM EVENT FAI LURE TO KEEP ALL ~ f RIPRAP W/ FLIER aOTH EROSION CON i i
IROL DEVICES !N PROPER WTaRKgV6 ARDER I i ~ MAY RESULT 1N A STOP WORK ORDER OR qNL PENAL TIES i . ~ / ~ 50 P R! Af~?AIV
ZJ1 UP TD 15000.00 PER DAY OF V1 ATl / ~ OL ON. / ~ ~ Born srDEs OF STREAMS AS
~ X X ~ ~ ' X ^ 1 ZL5 8, 1HE STALE OF NORTH CAROLINA RESERVES itiE RIGHT TO i ~ ~ J MEASURED FROM )READ OF WATER ~ , • ~ STt71RMWATER • ~ ~
~ / ! ~ ~ i ~ ~ CONSTRUCTION i WETLANDS \
1k REQUIRE ADDlRTONAL EROSION CONTROL MEASURES ~ I ~x SHOULD IHf PLAN OR !1S IMPLEMENTAAAN PROVE ~ ~ ~ LIMiTs /
~ TO BE INADEQUATE. ~ X , ~ FORIBAY . ~ / , / / a
try 1 ~ ZT.~ • X / / 1 ~.-~r o o o o a
/ ~ l 1 0~ 0 0 ~ 4.67 AC. ( ~ ~ 0 0 0 ' o 0 0~ C~O~t~ <~E
I 'x. i 1f ~ o 00 1 0 \..p 0 1~t~T
I . i \ / ~ / / 1 ( 1 1~ o 0 0 ~ STREAM - 1 ~ I_ ~ 0 0 0 .o o a TOP
~ \ ~ I \ ~ \ \ 1 \ j . >E 0 0 0 0 r OF BANK ~ ~ ~ \ ~ ~ ~ ~ ~ 0 0 0 X
~ ~ , _ . ~ 1 ~ ~ ~ \ o yak ~~t 0 0 _ \ / ~ V ~o ~ Q 0 0 0 _ \ V A I 1 ~ - - ~ o o ~ o . ~ STREAM TREAD CLEAN OUT ExISTING DITCH
1 ~ ~ 1 / \ 1 / - ~ o o a o ~ OF WATER " ~
~ \ 1 \ ~ / \ \ I + - ~ o, o FROM F.E.S. TO 3X 12 1 ~ o a
\ \ ~ ~ ~ ~ / ~ ~ ! / \ \ ` i ~ ~ / ~ 1) - b. o b.. ! / RCP ®NCSR 1289 0 ( _ ; , , \ 3 r GRADE ®0.15X
/
NT! N P 1 / ~ N ~ o a~ o o r ~G
1'=40~ / _ p 2X36 RCP o a. a 0 0 0 r 0 0 / I ~ X82- 2X36 RCP FES ®0.15' o \ p.~ . ,,o . / o
~o / 5 E~ l 1 ' ~ ~ ;o a Q. .,...o INV. EL. 75.25 5 / ~ o ao~oooob
`r,¢ MITIGATION PLAN / ~ ~ / i 40 TONS CLASS B ~ o 0 0 0. a / 1 GP r 2X36 RCP FES ~ b o 0 o p o ~ R
~ ~ / / 0 p ~ RIPRAP W/ FfL TER CLOTH o~ ~ o 0 0 o Q p, \ I / / ( INV. EL. 75.31 ~ o. 0 0 2 ~
DISTURBED RIPARIAN AREA / / / / / 3 _ ~ ~ ~ ~o ,~00o C ~
ZONE 1 16,380 SF / / ~ ~ ~ - ~ ~ a b` 5 E 8y
ZONE 2 = 10 920 SF / / / / ~ i ~ . _ _ P' ~ o ti / i 0~
REQUIRED REFORESTA AON AREA / / ~ 1234 AC. ~ p ~ 0 0` R , F n 3 AN 4 F o ~ 0~ - ~ ~ 0 D 2 ES o. R k . '
/ / 16,380 X 3 + 10,910 X 1.5 = 65,520 SF / ~ INVERT EL. 75.85 / S p
REFORESTA lION AREA PROVIDED = 75, 608 SF / / \ o ~ ~ 52 TONS CLASS B / 1~ ~ ~ oo .
/ ~ FERIILIZAAON PLAN / ~ RIPRAP W/ FIL TL'R o / i "
/ / ~ / 10 ~ _ _ ~ ~eA CLOTH LINER. 30 RCP o' o ~ 0 ~ i ~
1HE NEUSE AND TAR-PAMUCO RIPARIAN BUFFER RULf ALLOW FAR / / ~ \ 0, 96 AC. - ,s ~ ~ 0 ~
A ONE AME FERALIZER APPLICAAON TO ESTABLISH NEWLY PLANTED VEGETAII ~ / ON / \ ONGOING FERALIIER APPLICAAON IS PRAHIBIIED. / / CONSTRUCTION y \ ~ DI 3 ~ m~ ~ o ~ \ # ~
/ ! ` ~ LIMITS PROVIDE COMMERCIAL FERTILIZER CONFORMING TO STATUTARY REQUIREMfN1S AND / / ~ ~ ~ \ ' ~ 8, f 90 SF ZONE 1 _ /
A ECULATIONS A \ ~ • CL RULES AND R DOPIED BY 1HE NORIN CARIXINA 80AR0 OF AGRICULTURE. / ~ ~ ~ ' . ~ ~ \ ~ , 55~ 5, 460 SF ZONE 2 0
/ ~ FERTILIZERS THAT ARE COMPOSED OF SLOW-RELEASE SOURCES OF NITROGEN SHALL BE USED. / / ~ i \ \ ~ ~ Cp ~ \ p R C.B.
~ \ as LIGHTLY WATER AFTER FERILIZER APPUCAAON TO ALLOW PENf1RAA0N AND REDUCE ]Hf POTENTIAL RUNOFF. / / ~ ~ l \ 3 1R - T \ S EAM OP
:1. USE DROP (GRANTY) TYPE SPREADERS RATHER THAN CENTRIFUGAL (ROTARI~ 11'Pf SPREADERS / / ~ 11 ~ ~ * ( ~ ANK OF 8 ~ \ i I 1
DO NOT FILL FERALIZER APLLICATORS OVER HARD SURFACE. MAKf SURE THAT i" / ~ ~ IHf SPREADER IS OFF MHEN PASSING OVER DRIVEWAY SIDEWA P ~ ~ ~ ~ 8,190 SF ZONE 1 STREAM -TREAD I C.B. 2
LK, A 1fQ, ETC: / / CLfAN UP ANY SPILLS IMMEDIATELY. ~ s 1.00 AC. / / ~ 1 • , 5,460 SF ZONE 2 OF WA IE'R RCP ~ - /
OVSlR18U1E fERALIlER UAUFQRAILY OVER S® t3ED AND NARROW, R,+KE OR OTHERWISE WORK SAME INTO SEED BED. ~ ~ ~
g ~ SpIEDULE FAR WPLEM£NTAIJAN / ~ ~ e~~ ~ ~ ~ ~ ~ R/ ~i
/ / 1.05` ~C ' TREES NHl BF PLANIID, DURLIVC 1FIE MOST FAN'aRAN.E PLANTING SEASON FAR THE SPfGES, / / ~ ~ ~ ~ C.B. 3 \ "
AFTER ALL pPADHVG ANO LAND DPSIURBWVG ACANTIE'S AIpE COMPLf1ED. / / ~ _ , ~ ~ ~ ~ ~ ®0' _ _ p RCP \ 2 i
\ ~ / / \ srRUCnoN 30 ~ ~ 1.so Ac. 24 F.E. s~- ~ ~ i
\ LIMITS ~ ~ .B. 1 1.47 AG _ _ INV. 84.00\ i \ ~ /
/ / 1 . _ ~ ~ ( ~ ~ fXISANG DROP INLET
/ / / / 8 i ~_~~~:E.S INV. 76.14 ~ - INV. 87.00 - ~ ~
LEGEND ~ / / 0.91 AC ~ TONS CL RIPR P 9
/ / \ "r 1.46 AC. ~ W/F!L TER'CLOTH ~ ~ - ~ ~ / 1~ PROPOSED TRAFf1C
DISTURBED RIPARIAN AREA / / i / / i - _ee- ~ ~GNAL
/ / ~ p / - 24 RCP ®0.3~
' p / / ~ i i~' ~ .r4~ Ac. ~ " , , - , ~ ~ ~ REMOVE EXISTING 18 AND 36
00o REFORESTATION Af1EA/PERPETUAL CONSERVATION EASEMENT / ~ ~ ~ 24 F.E.S. INV. 8733 , , , ~ RCP AND F.E.S. -REUSE
i ~ ~ ~ ~ ~ \ ( - , - ~ ~ IF POSSIBLE ~ - n~
b SPILL GUTTER / / tee, 5 ~ ~ I - ~ - ~pNS
/ / ~ ~ ,,,,r
SILT FENCE / / \ ~ 1,04 AC.24 RASP ®0.42 ~ / / ~ \ - '
/ ~ ~4 F.E.S INV. 7.50 ' / / ~ CHECK DAM / 6 9 TONS CLASS B R PRAP i
/ \ / / ~ ~ W/FILTER/ L0T14 " - ' t 24 F.E.S.
/ 1.00 AC. / ~ / i i INV. 88.00 ~ v r /
NOT / / s~ ~ / ES / / / , - ~ HERRITAG'E, LtC
/ ~ ~ ~ 1. PHASE 1 INCLUDES: / 1 , ~ ~
/ / 1.56 AC. _ - / ~ f / i' ~ Po aox 277
i /i A) 3 DRI VES ON HWY 258 AND AN INTERIOR / / ~ ' , ' KINSTON, NC 28502
ROAD ACROSS THE BACK OF THE LOTS. / / ~ ~ ~ ~ ~ / ~ ~ T~LEPHQNE.• [phone]
/ ~ i i When hydroseeding equipment is used for seeding, fertiliser 4. Temporary seeding wAl be done in those areas that are Dare
B STORM DRAINAGE TO SERVE OUTPARCE / ~ ~ LS shall be applied simultaneously with seed, using the above rotes and no work done for more thou 15 days. of application. Seed shall be certified seed a equirnlent based
1-4 SHEET 3 / I ~ ~ ~ ~ ( ) / ~ ~ / ~ 3. Parking lots shat! hove stone base placed on Cher on Nath Caollno Seed Impro~rement Assoc/otion requirements for 5. All erosion au?d sedimentation contrd devices shall be ~ placed on them for certlficatlon. All seed shall be Iumished in sealed standard inspected try the Contractor after each rainfoN. When
_ / ~ ~ ~ stabilization and shoulders shall be seeded to s qi the 1) CB #1 4 AND CONNECTING PIPES / / I / ~ ~ / tab ze to stabilize the containers. Seed which has become wet, moldy, or otherwise inspection revels the trop fo be reduced to 50X of design
„ / ~ ~ ~ / soil. Seed bsd preparation shall be conducted occording tc 2) 36 RCP UNDER EAST DRIVE / 1 , ~ Carolina Department of Tran ortation Standard itlcat/a ted according to North damaged prior to seeding w111 not be acceptable. Seeding shall capacity or tha device to be deh'clent in its intended
~ ~ i i ~ ~ ONTO HWY 258 / i ~ Roads and Structures D, T. . 1 \ ~ ~ (0.) >he ground surface shall b; lord Sioeciflcat/ais for be accomplished with hand planters, power-drawn planters, hand purpose s~rch as fabric deteriaation for silt fences the GRAPHIC SCALE surface shall be pikers, a hydroseeding equipment at the following rafts: Contractor shah restore fhe deHCe to Its original
3) STORMWATER WETLANDS / \ / ~ ~ cleared of stumps, stones, roots, cables, wirq, grade stakes 're; grade stakes, and condition. 0 so ~ ~
4 X \ \ ~ ~ ~ ~ other materials that might hinder proper groding, tglage, 2 36 CULVERT FOR DRIVE CONNEC 11N ) G \ , / seedln or subs vent maintenance otla?s. Grades on oding, tAlage, r?s. Gradas on the area 6. A11 erosion and sedimentation control devices shall remain
LOTS 12 AND 13. ~ ~ ~ / to b 9 ~ ~ ~ ~ ~ ~ e seeded shall be molntorned rn a true and ewrr condi Seed 9ed Preparation (Offslte drainage easements and and evarr condition, in place and be maintained by the Contractor until 011
C) REFORESTATION OF THE AREAS INDICATED ~ \ ~ i Mointenonee shoes include any necessary repairs to previous ~ ~ ~ graded areas. All graded areas siol! be thoroughly tilled t; airs to previously stormwater detention area): seeding is established and construction areas have been
(SHEET 2) ~ ~ th of o! least four 4 cloche ~ ~ / dep s by pbwing, drskrng, hon-o oraughly tilled too stabilized. ~ ~ ~ ~ time - 2 tons per acre 1, disking, honowing, 1 inch = 100 tt
~ / a other approaed methods untq the condition of the soq i; on of the so!! is Ferb7izer (f0-20-20) -500 pounds per oae
D) WATER AND SEWER UTlL1TIES AS INDICATED ~ ~ acceptable. On sites where soil conditions ore such that h are such that high :e dffficulfy in getting Seedin Mixtur
ON SH T / clay content and excessiNe compaction cause dffficulfy in g EE 3 clods and !um f ' / Control Measures• ps of ecrrvely pul?enzed, the Contractor shall ;ontrocta sha11 use g e
the rotary tglage machinery untq the mixk?g of the saT is 2• THIS MAP WAS PRRPPARED IN PART FROM MAPS / 1. All work will be done in accordance with the State of acc t ep able and no clods ar clumps remoln larger than 1 1~ of the sal is Januor 1 -Mach 31 FINAL DESIGN NOT FOR CONSTRUCTION for er than 1 1 2 inches ( y )
PROVIDED BY THE OWNER AND IN PART FROM A / North Carolina' Sedimentation Control Law. in diameter. A tTrm and compact seed bed is required anc g ~ ~ is required and after Common Bermuda grass (unhulled) - 20 pounds per acre r ~ . ; ,
SURVEY BY RIVERS AND ASSOCIATES, INC. / 2. Fdlowin site cleorin al! storm dr in being graded, the seed bed s/rall be /ighdy compacted with 9 9- a age culverts and roller, such os a cult' acker, before and oft seedin cam acted with a land ~ H p ~ ~ Ey
/ structures stial/ be installed. Rock inlet Sediment Traps shall be placed ~ g' / around all drainage structures to cogect surface runoN and Limestone shall be dolomitic agriculture ground limestone er seeding. _ E.g31,7 ? 6tT8 (April 1 July 31) ~ EIIt~I rnd limestone ~q.
3. TOPOGRAPHY TAKEN FROM SURVEY PREPARED BY containin ndt less than 10 ercent m control siltation and release water of a gradual rote, AN 9 P agneswm oxide. Lrme 107 Eut Second 8t rium oxide. Lime mall Common bermuda ro hulled - 1 n PiflIIIIBI'"1!
MACK GAY ASSOCIATES, P.A., ROCKY MOUNT, N.C., easements outside the arktn l t h be uniformly applied at the rate of 2 tons per acre. Fertil p g o were storm pipes are installed shall be uniformly applied at o rate of 500 pounds per acre DATED APRIL 29, 1988, REVISED SEPTEMBER 23, will be graded, seeded and mulched. oer acre. FertNirer g ( 5 you ds per acre ~ 6F ~ Since Groen.Ule, N.C. 27858 Weeping Lovegrass - 5 pounds per oae ~2`}~ ~ ~ 1418 (252j 752-4196 S11TV8yo2'S pounds per acre of Centipede - 8 pounds per acre ,
1988. f0-20-20 analysis. The fertgizer shall be incorporated into hcorpaated into the ~ ,
upper three or four inches of prepared seed bed ,ust prior Jost tgloge operation, but in no case shall it be applied mo 1 bed ,ust prig to the _ H E R R 1 T A G E L L C
4• REFORESTED AREAS SHALL INCLUDE A MINIMUM OF than three do rior to seedln . Fertgizer shall be t be ,./led mae (August 1 December 31) ~ a , aPY' I, t F ,e shot! be used J '
A T T 15 P 9 used LEAS TWO NATIVE HARDWOOD TREE SPECIES rmmediately after delivery or stored in a manner that wq! n Common Bermuda grass (unhulled) - 15 pounds per care ~AC~E inner that veil! not Tat! Fescue - 120 pounds per oae ~r,!'.r
PLANTED A T A DENSI TY SUFFICIENT TO PROVIDE permit it to harden or destroy ifs eNecti?mness. Centipede - 8 pounds per acre ,e L~iA1WtC~ ~/~~/~,qy pj,Ny
320 TREES PER ACRE A T MATURITY. ~ ~ k
Seed Bed Protection: DATE f e<- t - i NUMBER ONE TOIWNSHIP EDOCCOMBE COUNTY NOR774 CAROLINA
5 ENTRANCE DRIVES AND CULVERTS ON HWY 258
SUBJECT TO NCDOT APPROVAL. Straw Mulch - 2 tons per ocre (visual) SURVEY DRAFT SCALE DRAWING NO. SHEET Asphalt Tack - 0.03 gallons per square yard REV 8-10-01 PER WAM? GUAUTY Ca1MON15 fJr +
REV 7-19-01 PER LAW Q44UTY COMWYTS &F DESIGN EJF CHECK JDV 1 = 100 W-2472 2 pf 6

EX1S NG MH i i k ~ ~ 1•
P 79.57 ~ ~ ti~ TO , i 3
INV.72.44 i ~
/ ~ ;7,' ~ / ~ , ~ o
~ k F i y+? 1 0 0
~ ~ e ~ / ~ ~ y . RS
/
~ ~
' ~ i ~ ~
O h N O~ NO N A.. ~ ~ ~ ~ ,
a ~i o ^ ^ ~ \ N ~ EXISTING A EXISTING MH ~ ~ ~ ~I~N ~ ~ ;
oe"~^ nhh oo~ LuN~D~ti TOP 84. Jo?~^r. ~o~~~ o?~ ~ Joao o INV. 73. TOP 84.10 i i i ~ BOTH SIDES OF STREAMS AS / i INV. 73.74 ~ ~ \ WA R
o+~2JJ +'~20 +`020 00~~?0 O ~O Nop~O O~ T ap T / \ MEASURED FROM TREAD OF TE
2 Q ~ i~ ,~TgRMWATER \ i ~ \
Rea], ~q]] APPX. flC GROUND ~4]~ ~ ~0 O X22 22 ~cn~22 ~~22 ~tn~.,~ ~ DS ~ ~ `
90 - ; ` . w; . ; FINISHED GRADE i ~
~ 12 PROP MH 1 \ ~ ~ ~ \ ~
EXISTING MH 86 ~ ~ PR4AOSEP 85.79 ~ i~ ~
84 _ _ _ . _ , : 8" W.L. INV. 4.9 ~ ~ . ~ \
82 _ . ~ _ , . _ ~ _ - , . ; ~ ~ ~ STREAM -TOP , / ~
80 _ , . - , _ SAN i o a ~ ~ OF BANK _ o ~
_ 78 ~ _ _ . t .r' S<
8 ~ D.45~ 76 fd SE'WE14 30 A ~ CLEAN OUT EXISTING DITCH ~ x " y ~ ~ ~ FROM F.E.S TO 3X 12
.4.. ' 74 - , ~ ~ ~ I ~ . RCP 0 NCSR 1289 C'
~ ~ ~ GRADE 0 0.15X ~
DATUM ELE _ _ , . , _ 70.00 ~ ~ ~ t PROP MH 2 t " "
" ~ ~ ~ ` , r 8X8 / 0 ,
k0 2X35 RCP TS~V ~ 2X36 RCP FES. \ ~ ~ ~ I
0 M yo 0 0 OJSX ~ Q INV. EL. 75.25 \ \ ~
40 LF 16 STEEL ~ 5 \ P ~ 40 TONS CLASS B " \ ~ ~G " 0 ~ P 2X36 RCP FES \ \ ~
NCASEMENT PIPE / 0 f + 6+00 7+00 8+00 9+00 ~ 0 RIPRAP W FlLTER CLOTH \ \ k 46 CF 1S S EL 0 ~1 INV. EL. 75.31 \ \ \ ~ NT PIPE
0+00 1+00 2+00 3+00 4+00 500 BORED AND JACKED / / ~ \ ~ G ENCASEME ~ \ ~ t~ \ \ \ 5 ~ 85 80RED AND JACKED
/ /
12"X8" / / / 00 P 13 \ ~ 5. x R \ \ OF \ ~ h ~ " \ R F
TAPPING SLEEVE / / / \ E o~ 5~ 3(1 AND 42 FES \ \ ! ~ ~ k a ,~_fi~ ~
SANITARY SEWER - A IGNMENT A AND VALVE / INVERT EL. 75.85 ' \ \
/ / PROP MH ~3 / OP MH ~3 \ \ 1~ 52 TONS CLASS 8
/ \ ~ RIPRAP W/ FILTER Z• 0
CLOTH LINER 30" RCP ~ r O
EXISTING ~ / - 10 12" W.M. / ®2.76X ~ t^ ~ ~ ~0
o / / PROP. • 5' BEND Dl ~3 c^ a 22 ~ . MH ,~'6 \
o / / ~ N v \ \
N / O ~ N a~ / / o p'S \
~ ^o~ ~ NO ~ ~ / , ' ~ ~F Oa ~ CO O~ Qi / 9+pp " Cp 0 \ ° p R C.B. f \ ~~e 3 \
~lY \ N^ mW ~ Oh lu h~^ hOD~ Onh Wn~~~ / i " EW. _ MEN \ 4 S ALIT \ \
J + J APPX. EX. CROlMIO ~ ^ J + Nj J = / / ~ ~ OP• . R~ WER +pp \ ~ PR tYp•) p SE ? \
°o~o° o~?o N'0ZO u~~ZO °rna~o~r / / PROPOSED 2 m~ ~ 2~ 2 Z 8 TEE R. ~ R SE ~ yyA TE PROP. FH \ TEE " yVAT• 8 IN C.B. 2
2 e a ~ ~ Q a » e a » 2 e 4. » 2 ~ a ] ~ / / 8 WATER PROP. FH ' 22.5' BENG e ~ o ~ o Fl~nsr+m az+aE ~ ~ o ~ 0 2 2 / / 8 p 1 MA p. 22.5' BEND pR0 gyp.) 0 2" W.S. /
~~o2z ~~22 ~tn~?? MAIN "R UCE / / ~ 8X2 ED " " R. ~ +p0 R~ X2 REDUCER SE 5 . • 30 " \ / " 42 RCP Q 0.1 R \ \
90 . ~ / ~ " G. V _ / 8 G.V \
88 / / 9 2" G. V. - / / C. 3 " ~ G• V. +p0 B• 24 RCP 0 3.7~ / -
86 PROP.:. CB 3 p ~ /
84 2 W.M. CB 4 - CB 2. 00 _ ~ 3 V . ~ PROP MH ,~5 1N 84.00 i-' , - /
8 8" - - / `SS ` GB. ~4 t' / PROP, FH ;
AN 8" S SEI~'R ` 8 . . AN R - PROP MH ,~7 " /
7871'x- 1fi, ~ ~'S •4 35T ®0.45 , ~ 0.45' 24 F.E. S. - ; PROP M ,/4 INV. 87.00 ~ . ° ~ -
7 0.45 .372 DATUM E'LL'V 6 ~ 8 3 9 TONS CLASS B RIPR P ~ ~ o PROPOSED ~ ~ ` .
75.00 0 2" WATER MAIN W/F1L TER CLOTH ~ ~ - = ~ . . % ~ / ~
PROP MH ,~8 0
SEWER SERVICE ~ ti 4 24 RCP 0 0.3Z , ~ _ REMOVE EXISTING 18 AND 36
" - i RCP AND F.E. S -REUSE
" 24 F.E.S. INV. 87.33 2 BLOW OFF , - ~ , - ~ IF POSSIBLE
O+OD, 1+DO 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ASSEMBLY , - f , ~
WATER SERVICE 5 E , ~ l
i y,.~
24" RCP 0 0.42 ~ i t
SA ITARY EWER -ALIGNMENT 24" FES. INV 87.50 / ii
6 9 TONS CLASS B RIPRAP ~ ~ / / 4" F.E, S. ' ~ ~ '
W/FILTER CLOTH INV. 88.00 ~ ~
SCALE: , ~ i
HORIZONTAL 1 "=100' i i
. VERTICAL 1 "=10' i
i
AIN STDRM DR
STRUCTURE TC GRATE INV.
DI 3 * N A 83.501 75.941 ~ ~
CB 1 85.00 84.50 77 92
CB 2 85.26 85.75 79.2 MINIMUM ,1000 P•sr. #
c~,vcRE~E ca.LAR CB 3 87.46 86.96 80.24
GRASSED AREA 4 85.23 85.73 80.98
CB
ONE dOWT CF D.LP. ONE .XX1WT Q~ D.I,P. - - ' ~ - - * ONTRACTOR SHALL CHECK ELEVATIONS 1N THE f7ELD
RETAINER CUNDS (1YP.) RETAMffR C1AND5 (TYP.) ~ r
M.d 43' BEND (D.LP.) M..L I5' BETB) (OJ.P.) - - ; -~I~~~ f
O.R AS NOTED ON PUNS ~lE_ ' ~ .II r----~ II ~ I I
y ~ F 7n BE PLUMB. IF ADyUSiMENT ~ , IS NECESSARY AFTER PRESSURE HYDRANT PUMPER NOZIlE SHACL ALVE BOX 4
STA4M TESL, RETESDNC MAY BE READ. BY GUC BE PERPET~IGIA.AR ID ROAD , GRAPHIC SCALE
VALVE BOX SHALL NOT BE
INSTALLED IN CURB k CUTTER i o ~
2 ~ GROUND LINE ~ ~ ~ CONCRETE CCr,LAR
D.I.P. VAINE BOX ~ N
, h 1 inch
BACXfiL! J CONCRETE COLLAR
x ILd 4S' BEND D.LR AND TAMP CONCRETE Af.d ~3' BEND (D.1.P.) ( ) f.~~%~ -t',fY~ _ LOp(ED HYDRANT TEE
RETAAVER GLANDS (Tlf'.) . RETAINER G1.ANOS (TYP.) PRONDE ROCK SPNl ~ 6' d PIPE
~ AROUND NEED HOLES CONC. BLOCKkFO CDNC OCKNrC rRUC rioN MECHANICAL FINAL DESIGN ND T FOR CONS
NOTES DINTS
PUCE CONC. BLOCKMIC SUCH THAT 11 HILL UNFORMED CONCRETE- e, NOT INTERFERE NI1H REMOVAL OF BOLTS SLOPE TOP OF CQVG ~ A ~$~Q,TgJ _ ~ ~ ~ 4 (~IARIOTTE PIPE AND fOUNDARY ~
~ DRAM'AQE UR-174 V, PIPE DUMETER GREATER THAN 1?' SEE FROM HYDRANT DRAIN UR-181 EJ UR-174 VALVE BOX X1`8 ~0 UR-181 EXTENSION ce d 9t.
GU.G ENGI~fRINC DEPT ~ 6' OATS VALVE PIPE L£NC1HS SHALL BE AS REQUfRED 1p OGIVSIRUCT CR055YNC ZYIEB-eIP~ ~ l07 But se n P18riIte1N
ALL MITEIBVAL „OrlVIS In BE RESTRAp~lED RESTRANJfD A:1NVT5 6855 SERIES Slnce Gnenrille, N.C. 27656 8855 SERIES (VALVE BOX AND EXTENSIAN) ~ 1018 (268) 752-41~ SU1Re~'Ol">s b215l~ t ;
4
WATER MAIN AND STORM DRAIN CROSSING TYPICAL FIRE HYDRANT INSTALLATION ® ' ~r > 3, q~-: HERR! TA GE, t t C
N75 N15 iMl"?eY V f ~ , 'ti 1, ,~R
~r~u~..r;:=~~ ~ l~l~T A+~E
TAKE LLC ' ~ tip"` HERRI 4, tnut~~,w
PO BOX 277 ~ ~
DATE ~ fL; ` ~ j - ~u~cm?~ a~n oa~M t. r:_ u~eicrc nur m~ucuiD CnlYf`nl/RF /YUINIY NnR7N !.Al~LfNA
NOTE: REFER TO 5Pt:cr ER TO 5Pt:G1!-lUAllUN5 !-UK rmv,a1vrr, rvLO cvwc rvwM•LPu• N.~
ADDITIONAL DETAILS DETAILS TELEPHONE. [phone] suRVer DRAFT SCALE DRAWING NO. SHEET
REV 8-30-01 PM WAM QU4UrY OMAMM Ur 1 - 100 W-2472 3 OF
REV 7_19-or P& LAW pU,YJTY CpMMFHiS ELF' DESIGN EJF CHECK JDV

> ;ti`s G ~ / ~ ~ 't
. ~ ,,~y ; ~
~s / ` ~ ~ ~,~~_,Ar.'"~, t~~ e\` , r t
~ ~ ~ ~
i ~ ~ ~ ~ ~ ~ ~ , , TC .~4;Z12 ~
/ ~ ~ ~ _ ~ ~ . ~ ~ , ~ ~ / ,L ~ TC ,~$Q
~ ~ ,86 . I ~ \ \ ~ ~ / '4 (
~ ' ` \ ~ / ~p TC ~Q l11
S ~ ~ 30 RCP ®2.16X ~ ~
~ ~ ~ / .t,~,,, C .~5,$Q
~ ~ \ $ .aE ~ y
~ E ,
~ ~
~ ~ ~ i i ~ x,:, % ,
~ ~ C.B. t , ~ ~ , R ~ ~ 30 TOW 85.00 ~ ~
~ ~ \ \ i \ \ 86 ~ r, GRATE 84.50 G: x` •
i / 96 i ~ ~ \ CJ INV. 77.92 '1>;r ~ ~
i' 1 _ t.
~ i ~ ~ ~ 1
~ ~ ~ ~ CP ~ R 1 1 ~ » CP ® ` R o 30
~ ~ ~ ~ i ~ C.B. 2 ''~Y~~'~'
I ~ 6 ~ ' ~ TOP 86.2 . ~ 'fi . ~ ~ ~ ~
1 ~ ~E GRATE 85.76 /
1.00 AC. ~ ~ . / INV. 79.27 _ _ r ' ~ 42 RCP .1 X
~ . / TC ~
87 ~ 1 ~ ~ ~
_ ~ ~ ~i / ~
p.3 y
\ ~ p R C.B. ~3 ~ 3 ~ TOP 81.46 1 ~ ,i. 4, r:
~ ~ ~ GRATE 86.96 ~ rc ~ ~ ~ ~ ~ ~ y~
6 ~ 8, , INV. 80.24 ~ ~ ~ 24 RCP ®3.7~ ~ , u.~ r ~
~ ~
88 Tc .~ZLB.Q ~ 1 ~ 1.60 AC. ~ ~ r ~ ~
c.a. ~ . 4 ~ 1 1.47 AC. » i
s.23 TC 8 ~ FES. - - ~ , , APPX F.F. EL. 88.0_ ~ ~ l ~ ~ / ~ IN .84.00 ~ ~ , . /
~ ~1 - GRATE 85.73 ~ TC , _ _ _ _ ~ i APPX APPX. F.F: EL. 89.0 ~ ~ - ~ ~
!NV 80.98 , - ~ ~ ~ /
TC ~ ~L• ~4 _ - - 7~ ~ ~
TC $s4~ TC ~~51 - TC ~ ~ ~ /
~
24" F.E.; TC $$~Q ~ p ~ / / \ 1 24 F.E.S. ~ ~ ~ . - ~ 1
g ~ INV. 81.1 ~ ~ ~ - / 1 lNV. 81.00 ~ ~ . ~ , / ,1 ~
1.46 AC. ~ 9 roNs 9 TONS CLASS 8 RAP
w/Fi r APPX. F.F. Et. 89.5 9 - - - ~ ,
0 ~ ~ / REMOVE EXISTING 18 AND 36
' , ~ ~ RCP AND F.E.S. -REUSE ~ 1F POSSIBLE
w ~ ~
24" RCP ®0.3X a.4~ AC. ~ g ' / / l
~ ~ ~ / ~
~ APPX. F.F. [c . 89.5 ~ 24" F.E.S. INV. 87.33 / T_ \ / J J / l ~ I ~ / ~ /
~ ~ TC~.Z$'
\ ~ ~ ~ ~ vv ~ 1 C- ' / / / '
~ 1 ~ ~ \ / ~ /
~ I / A
~ TC ~ ~.ffZ ~ ~ ~
r ~ - - . ~ TC $~Z ,
~ ~ ?4" FE.S.
A C. 89 ~ , - ~ ~ ~ NIfV. .00 ' ~ ~
/ / ' / " ' / ~
/ ' „ 90
24 RCP 0 0.422 ~ , , - , , ~ - ~ ~
" ~ 24 F E. S. INV. X7.50 , , ~ ~ ~
9 TONS CLASS B Rl~'RAP gI , , - , , - ' ~
W FILTER ~CtOTH TC ~LII , ~ , ~ ~
i ~ ~ ~
~ i i
i ~
i ~
END OF CUIfB ~ i
3' TRANSITION TO ~ ~
ASPHAt T TYP. ~ ~ ~
SPILL GUTTER ~
1 '2' WEARING SURFACE (B C, TYPE I=2)
0 TACK COAT.
8' CLEAN, GRADED b COMPACTED STONE 2"BINDER COURSE
BASE (NO SLAG) (B , tYPE H-2>
O R PRIME COAT WELL-DRAINED SUB GRADE
6''(MDYJ CLEAN, GRADED & C SCALE GRAPHI
C ACTED STONE (NO SLAG) o ~ ~
S GRADE TO MODIFIED 95 P TOR MIN, COMPACTIDN
i inch - 5o t~
. ~ • F ~ .
NOT FOR CONSTRUCTION FINAL DESIGN
'1 F
(TRUCK TRAFFIC) (CAR;TRAFFIC) 1~ti
~V~L~ ,~~i ~n~ineers
107 Eut second st~ planners ~ e cr.eo.we, rr.c. 23'868
AV MENT SECTION.:- DETAIL P E 2 3, 31pC 86Y 762-~l195 SUTVe~01'S iEi+i i _ 1818 ( 1
N.T.S. 02195
-AGE LLC ~ HERRI T ,
weer v ~
. . ACHE r~R~' ~ J
HERRI TAGS, LL PLAN
PO BOX 277 ;
v1A1CT/IAI Air ~~~n~ ~ ~ ~ L Nur~Fa DAIS lOWNSH>r fD(~COM~E' COUNIY NUR1N CAR~UNA
nnr., I v+ r, nv 19.Wvw& -
EPHONE: [phone] SURVEY DRAFT SCALE DRAWING NO. SHEET rEt
6 WV a-"-or MW YAM? awurr aarWxrs &F 1 = 50 W-2472 4 OF
My >.lp-M M LAW mwTY COWAMVIS E.F DESIGN EJF CHECK JDV

V~ ~ wNHOI,E RwG tr oa~ER Hors -sAeEl Sri: as sxoAAr AIEO'D
~,,,~TOP OF PAVEMENT ~ ENTIPE ~R ASSAY 10 6rT{M/VOIAS AfIER °e~E'ia+ ° As
i • x 4• NOW wPACE oDNd~EfE stoat - , 61lOUT CgI1ED AiTee iAA4CA11gVl AT~iAITY R"T MIIDi~ ~E ~ • STEEI ENfISE1RNT TG ~ trVSTAiLED W AFTlR NSTALNTA'Ml Q'' SAtai?IRY SETiER:
raowar ~ sp~,l o ?'-O' ACCCRpiNCE w1H DESA~r PUMS -ALL AMAtMN1diS _C~y6N~ (d1Gq-G1lARD GRADE RNG COAL TAR ~~?J ~r 0 SAW CUT EXL4TING BEMER MAMI AND A!'NSypVS At 11~MTCAtTGMS A~plA1E
wASfIfD S1ONf fIY.TER l: f SEE NOTE RE1AVrE SECTgN TO ALJ.011' AARAL- PRIpP APPAOVAi,.
A 0 . IkTION OF PRECAST M4MOtE A!n SEWER MAei. TYPICI~I. MMMWI.E S1EPS Ip''~?"X
~r Y AT 18 ON CENTER ~t ppE STEEL P1A1 1 0 INSTALL THROUGH MANHOLE SrE12 OYCASETa><TlT PIPE ~'>tp ElrtiS 1/Y` STEM ETVCASI'.>~fT P+WE
PRECAST CONE o AISTALL A6S COUPlNIGS a' x 11NCIC STEEL PUTS
OYEiBL •°fR1ERm NNiER MAM TO PROP06ETT AND .y, AOrtP'IOR COUPLNI~ AS 10' r
5EE SPECS FOR S1EEi PUJE 31MQE' ' ? ~w{ o THE DISTANCE flb011 THE LOP OE r'MAIC CIfARAAE'£ I' AfAK pfi11PAAK>:'
TEMPORARY STONE pqr~ CONE JONA REOUAIEIMiffS 8 MANHOLE RANI Altd COVER AND - fg11SFN:D GRADE MAY YARY WIDELY,
~OIYSTRUCTION ENTRANCE ' o NfS • GREATER ECCENTRIC : S[E PUN. SAATTARY 1 THAN e - - - - - - (DW REOtA~D) CENTER 6Nt A~ ~ - -
i o POMliS OF EXR AND ENTRY FOR 6' OR LESS CONCENTRIC PMyE Slllltl BE PROVIDED WRH ~DNp
I'LEIOlLE SLEEVES, PREEORMEO NAO THE MANHOLE
SEDMfEHT r x 4• NOW A4ACf DROP N[fT INRl QRA1E - - e MNMUM GRADE RING RT~UMIET) AI >n
NO1ES: 1. PUCE CarCR£1E BLOa(S LDVCRINaE LW RtFNP SNaES rV A SNq(f RONr AROLNrD 1hB - NON-PAVED AREAS. M PMMFMEM RNIC NOT REOIIIIED EIOCEPT
PER7EiER Qr R~ rrlET, N11N RE ENDS DF A0,4ACfMT dtOalS ABUTRlIiB ~ llf?6NT 4'-O' 'D" . 4'-0' AS NE(~4ARt' TO YEET fiNISHED ENaQlE ETA N'
CAN BE YAR/fD AEPfhGM/G QN DE9dV AfEE'0$ BY STAfIfWC CLMIAMIAAdVS G~ 1; i", AAn fr NIDE xocres RTE AM~rlNlll HE,alr sHAU 6f fr, RAE ,wtawA~ Nor~Nt swAu ti ~ ~ ELEVATION, elaat MASGVMtY 1MAJGtlS IwLo AS NECESSARY (IYP.) ~ ~i• o NO MORE TWIN 2-4' RWIG'9 ~ y~
~ z ~ wES~I oa HARDNWPf aonr Mfnr r/y oPE?~wGS Sl'ULL eE Puan DIQ4 n+r .i SHALL SE Nr5TALLED. 3/4 04l X 4• LANG T'T'i'rJ Y' ~ rta,E fTiW.TS w EXI51R10 MAkI AN! 9eTf ITT S1l'>r~
ours~aE YERRCAL fA(E (NEeelwc) A~ RAE ecoarS ro PREVEHr sronf iRLMt 6fMiG NNShfD R+RO1Xx+ RAE HOLES wl RIE &OCKS
1 SroNE 94At1 Bf PXED AGANST RtE Mr71E ro RIf TA° Of RIE dlOa( NWOT ~T N6131#D STONE
a~larvn ArD QUM/RfES iGrr gwa~r u>~ wr+ ~ arfCX DENGE AF1ER EACH RANV, REPLACE wA571ED sroAf 1i Ir aocs NflH SfL1N1Qdi. LESS nlAr+ zo + MIN. cRUaIIED COMPACTED a EJf15TMlG MNN END er.~v~natr CASTING ST:cna~r
amHSlars a< war A1O PP£ ppkk ApwrRat~wrtr awrc rARCr aF arpr Wwdrrv ~ SiCRAP f x 4' BOARDS PULED R#POUAN RIf IIO[E5 OF CA~'rER BtOCICS PRfYt]V15 COLLAPSE yµ Nb>N aN0ir90Q @ARS-B Y AANS-N A9TAl OddpfElF N M PQ fx AGORECAIE BALE ~
o A e c c Mr.M M e r c c ~ ~ wAe Nmu ~ ar h°°"' BLOCK AND GRAVEL DRDe INLET SEDIMENT FILTER
rr' r-o• r-r - - r-e• - - - - - - - - - - - amt a~a a+low a,s~ ir' - - - - - - - - aa+r wmr wrrr ABOK Nor ro SCAtf 30. OR GREATER i~X ~1 l I'Y 1 I IM •~//'7M~Ini.i ~ I ~I'Mw fit= UNDaTtIRBEV GROUND
a4• - - r-4• - - - - - - - - - - - amt amu ,r
x• r-4• - r-r vA 1_ r-4• i ,-e• ,t r-r• a r-r « a,~T a~4 salt ar• -ro• - r R r-4• r-r 4 r-o• s r-r a r-r « a1aT a+a aa~ ~,yDLE OVER ~XISTINO MAIN
4r - ~ r-+• ~ r-r r-r + r-r a r-r a r~r a~ a1u a,ns ~+n NAB Nor i) ScrrtE
- +=1 ? r-w' r-r' + r-e• ~ r-r s r-,1' +c a17a aao a tar 64• r-o• r-r r=4• r-s r-r ~ r-a' r r-s a r-r asrr a„e aa? sw~e A
sTEEI TROwa ~sH PER EOOr
Y AlUFRT TOR sER~cE
SRit/C11A~ DBL A' DIM. 'B' OO' tAYE N MANHOLE HANDLED sAwE As
f cARRreTT PIPE
Y r' >A C4R5 Y touuL r ,~AGSD r 1,-0. 3'-0• Ql. Na 2 4'-0' 3=0' r R .d It.tMt 1
S D.1. Na 3 J'-O' J•-O'
~ ~ SEE PLM! fOR
R R ~ ~ PrPF SyIES
~ r'-O• _ A S1Qi. POST ~ t
are ~w aN.r . ara~ oa? PLAN atraE FAerMC ~ t1 n~ RADN16 CURVES
s ,py? ~ 3 OR {WAY t•Aebc an~sECrION ~
or roe s~~ ' W Qr l>rt OsQ~ AM U?Ar GRA ff ipo QQ~tyy 2-well
E NA.CAN I~S,S6o OR AS S~idIMV - APPROtED EOUAI ON PLAN rAIiED eAantl
p BARS Y /w TARS 1r e
p1otAND IAIIL NOTE: • ' , ' ° ' ~ • ACCIIRAiE7.Y SHAPE 1HE ArV4yki3 TO A S#gQiH SETd-C~I(XE OONEORi1W0
ENnotlan aa~Ra No>E~ Nand G1re AtM scar al urer arod. TO THE TNSATE CONTOUR GP 1lIE ADJACENT SEWER SECilOA1S. All. suer rAeRrc e. ~
- UORTAR dCOlTS f~/1~ Nlerw/ Alflr W aASS AA• CQNG'REiE fi ~ USED. ENTTRING ARMICI#3 AIID CNANOES IN DIADCigNS 8tYY1 8E FORMED SY A CAtgAM CURME w 1H1: AVERT OF AS lAJirA; A AViDAlt AS THE SIZE.
SACtIOA - RR Rif POURING of ROaR SAB rn ACCOIrPL1511fD BY ' AL! ~ wtErs orfR r-d' rr R+ ro BE OF MANIOLF WMt PT9rAT. Cl4MlGE8 w SRE AND ORIIDE OE TFIE ClMNN0.8
eAts ~ M, a,. PRD/~IFD NrRI LrEru SrDS Dx ~i• CEHif1PS rra~r r iw a aeM !B SHALL tlE MADE 6RADlP+LLY AND lVFNCl. TILE ItNER"t CNAf~ELS Sl1ALl
SPA(>eD b dM6D iw,.l aE ~rrEa L~71 OF au r BRiCK. saE PLAN iAP 8E iORMED OAM)C11X N TTiE CONCAeIE Oi THE MANHOLE TTASE, OR BWAJ. BE IMAM UP EIIfRt AMT MOTCI'AR. THE fLDOR OE THE MMRgtE
- Pi°E SIBS OIA'~E 1TE CNAIiIELS SFIM1. ~ SMOO'iH AND SWq.I SLOPE TOM4A0 •
~ °'-o•-~ SEC110N A-A 1s 'ENE ClYtaalEl9 tY3T LtIA: 1HrN 1 liar PER TOOT NOR MORE iWIN Y NiCF~ Ppl NOT.
E7e?btlon
axe A!M Arttr pi ~ aedr
f:~~~ t
~~~1 xis N1S
Ni!
r/2' RAdUS
a• ra' f?tinM Gtwtas Jt Moor us ~*y alar-aatr
6 xw' TEE d• rO' BEND s' RAC1t/5 iglrlbK, Aglpl Tjp• 'D' ar Appoad EgrroL , T
b e Mortar .bb?b if1 t /TJ' TTMek . ~ 8ook or ~ t7oe+ AA' Cononlb to br ulyd
Fk1 SUPPQRT POf N1M CONCRETE w L ~ " >M PaMip o/ Alror elab to 0e ~ ° X a 6y ,
• a OAlearW AbNA? a' p AI artd? boMu owr 3'-a Ar rAutb ,ear b
WN. 8• CAP NI RI 4• DRIIlED NOlE lion b ahd' w at Mn Asol bttwa~a wkn atp? t'-P" m dnMro. stEw i• Contras Joh epead enaa be bl aaoadprae wide ST1E NA ?S.Ix r 2 Controcdon ~M nay ba hstaerd by tM w• of tanpbter w /ornled by oMar approld CawntP brak may b wad h IMu o/ sky
n»tliodR r brk>k ,>re~r~Eo brrat rrB be PntnMlyd t/~' RADra Fer a =0' h Mfyht a Mar uer a' call olr
NO1E PUC£ d• CAP NITH 4' OAr'IGE ON PA°E AT 3 AI a4wn6ar pbb MwA N epanr at a0 fbot htartare and od/oant to ad rqk a8p;t~ 8-0' h MIpA! wr r2' eaA b~ 6'-o'tYan ~ ybhb rnaT nataN loeadair wltrl pleb h obutthp rfaYraAt. ttp O/ raE and a eae Ar HN nnleblAlp
PST il#E EAAD ~ CONSTRUCTTOM AFTER ALL tApSRfAN ~ AREAS ARE STA9YlgA RfE PQND fS ro NA?f i 3, X a'-iP~ i. Cancer. carpvaaM +lrwpM eAdl De 3aao PST at aA ab~a Leale evlp nos. a dbahr by dle enAA+w
• ~ ` FULL 8. OPDWNG DUR6VG CONSiRUCRQN NMIIf R#E PANG IS ACRNG AS A 1EEIPAPARY SEDWIIENT BASiN. 6' t ' S T ebc bianer o/ NeoeoM fM pab o~d enaA be corrpoeted to fOGX o 4r d 9a~
. atandad P~~ J< S~@flATi -
p
--j z4• ; ~ ~
N • ~ ~ 1- a• ~ N •1• / -
LOW FLOW OR/fiCE AND SUPPORT .1• / • / e• a a•
VARIES
SEE Pf.AN ~ NVY PER PLANS ' b fl'~LL pJl®MDt3!l17Eii a' + ,k } p ~
C
m W II[T ~ a. a.
cuss a RA~RAP FILTER aoR+ NiS b
_ End Er#1~rt Sidi derntlarl
wen .>n' ro 3a' l~r a tAred w,en 4?' Ti 34" P(re N used
PI nts
b•' 6"~ SbiIW Wetland a AMI? Mebwa NAe rere? ~ 1M » M i Ipl faed oM ~ .e MiYMt
!lQIE~ ~ ~ ~ pl M r f Atalw wr r M rlMi ~
b•CAif VALVE REJNFORCEMENT.• /4 -a 0 6. OCEW {MIN.) wt ~ Ta r ATjR eM ~ ~~r
1 I B' PVC EMERGENCY Jlw ~ w 1 R ow ea wNy p+ y w k a/ lYM N Awl aaA •1?.
I DRAIN CONCRf1E: 4000 PS1 -J 01B DAYS reelN Q Q IraeNa~ bwMe AN b•>y t /r'M rw! NN J• ` ~
I SEE NCDOT STU DNC. ~ NIl~ p6•rrYr !r y M 1 R ar llrbrar +ayWt !el! et/ AKYr1y ni? MMk Plat Plan
- - I I - - ~ 840.45 FCR I ~ ADO/AONAL DETAILS N 1 d 1R w a~ Ter 4• Y 1 r CrY# Pa y rM~ Nirl~
h -1 F- t~ I I Ja y tr rl
I I I I 8' PVC ro ~ GaripAi#1• AI•rew ~I la Pr fa AM ebA 1MIy 9rf? caarrl ~ r~IA. Ar AW ~ r. » r 3 a< ~ r •y STANQARD„B~ICK ~AT~, BA N S,i1P,n ar+rAer ew a~allYaa ar „
F LOW FLOW ORIFlCE 8' ARN. 7 AwMu Drrrrt pr p N t k I~A AiMI r~ saw. a rlrrle 15 TN U 54__ PIPE
~ i Qw~ i i 1Tlo OF BANK yLN. fl. 79.0 D aaia, AiAlt +rWl+rt of ~ AI Alwn ernr pr M M Le a/lyPwMk Nit ~ ~ lrwf nW oiAia blarM Allr
SPHLNSIY NY. 7dW~_ ~ lr~r ~ 1 X id" FES r ~.n~r trna ~ la !M tM nwari grMwY rrr !w 4e .
Sil~m PERMANENT POOL EL 74.60 INY. EL 74.10 Swnnr aerrr pr M M I 4w eMr Ar aaa/ !bl? 9rM ilawaf qMw~ eN drMrl
NH~PQ°Oa ~ CALVAN/ZED FRAME AND CRATE J 1/1" x 1/4• BARS w3k l~~t. b~YrM FINAL DESIGN NOT FOR CONSTRUCTION eelaMrke r " .do.a >r ra e.q aaY?
OUTLET 1~6• ~ 2 6•~ 3/b•O 8AR STR(lCiURE aA55 B ArPRAP g 1 1/?• x 3/8" END BARS AM ~ r A~/ MMIt ~ errMe Ter M M f R Yw4rk a rt pw41 alert
AnY J• y b 1 as tint rearar. s?e.M ~ ~ ~ AtryenNl ~ H ~ ~ Eiinill ear? Engineer:
FXTER w i cow Flow oRffltE aoTH N MGTE} iME fJ45TMiG TOWSAT. R TO RE USED ro tXVE 1rE Mf1lAADS FLILOIINVG EA'CAVATKIV S t'• • 107 Read Second ffit« ~l~nnel'>M
i E4 76.6 ^ TO PROMOTE' FtlLUHTEEIT 6TtOWf~ ~ sLAlPTGENt VgIUNTfER AetTNlil iS Nor ApPAAFArT wJnrv t Since tteen1111e, N.G. 8786E f t£Ale TAE A601f PtANiT SHALT. AE' uSEO 1D SlA°W.drElrf THE N)LIAIIIEFit 6ROw»c •
STORMWATER WETLANDS 0lITLET ~ ~ ; e~~ rs_.P~ 1918 (258) 752,4196 SttrveyoTrET
A~IARI
NOT TO SCALE n o rt~~ wM fLUW cmr Lr b 3116' FILLET MELD OUTSIDE BAR AND BARREL EVERY 3rd TERMINAL BAR.
IDe NERRI TAGS, LL -C s` qw7r V •
ALL STL SHALL BE HOT DIP COANOW HFf ffAC~
INVERT BARREL AT GALVANIZE AFTER FABRICATION BOTTOM OF BASIN , . HERRI TAKE, LLC ai M
ELEVATION 74.60 , `
2'x 4' KEYWAY, TYP. GRA TINE NO j SET RISER ON 12' ADI ADO1T10NAL NOTE. REFER TO DETAILS SPECIFICATIONS FOR KIPONSTBOXON, NC 277 28502 DATE MUMO R ONE TOIWSHIP EDGECOMBE CaWTY MORIN CAROt1NA
i THK. 314' STONE BASE LEVELING PAD. •
TELEPHONE. [phone] SURVEY DRAFT OF SCALE DRAWING NO. SHEET REV a-J" vat MTV WAUM CMVVM Ur 6
,SFC170N A-A NTS AS SHOWN W-2472 5 Of REV 7-1"l M Laao abutr oaNw[rrrs &F DESIGN EJF CHECK JOV

UPSTREAAi ~ ~
STORE GRAIN
OVERFLOW
• ~ , ~ 1/3 PIPE
' ~ ~ ~ ? OIAI~ R .
' , D ~ • ~

it B NO ~E~
~TTOY ~ ~ - - "1 1. ROCK CHECK DAM SHALL Bf CONSTRUC
~ PLYWGOD A A ~ / \ OF CLASS GRIP-RAP WITH 11" ]HICK N0. 57
f - - - STi~NE FACE ON UPSTREAM SIDE ~ ~ ~
.L - - - _,.J, ~ 2. N=VARIES ACCORDlN6 TO LOCAL CON0/110NS
NOff: 3 4' ALL PARTIALLY OOMPI,ETEQ STORM ORAMIS / ~ \ / INSTALL AS DIRECTED BY ENpNEER.
SHItU. 8E PROt£C1EG AT THE ETVG OF PtYW000
oAY ~ ~r~ IMTH 1lIE9E
DETAp~S" 51Ek~ iENCE B
~nsT rrrP,)
~ ~ ~ ovEt~l.ow
sTORlrI GRAIN SPILLWAY SHALL 8E 6" MIN. BfLOW LEVEL OF LOWEST BANK
SPILLWAY-W MIN. ?~_0•
2 STREAM WID1H M/N.
i
~ ~ ~ ~ ~ ~ APE / - - - ~ ~ N0. 57 STON ,C E \ ~
' ~ ? ~ ? ~A~iETER N ~ ~ ~
' D ~ ~ . ~ D: I: ~ 'y 1 CLASS BRIP-RAP
i~
W ~ ASHEG STONE fILT~R . , . A-A B-8
ACROSS PIPE NET ~ ? D ~ ~ .
MP RA R K T H A
11- NTS

F,SARGWARE CLOTN ~ ~
_

1
0
w 3 TIMES PIP E DIA. ~ Z CLEARING ~ GRUBBING UMlT5
W~
U
W <L !n MIN.
UNDISTURBED
AREA I COMPACTED SOIL
f ono i r 18' 4NNN. f10W - _ .4,--- - - - - SWALE
no 0 0 0 -`-7 c =1 I I-~ i f iT-i i riTl`I I I-I i I-Ti-Ti--~ i i-IT III - - - I I_ ? ~ _ -i i 1=7 I
o ~ o po ~ ~ I s Tl?ICAL I i. ~ - _ ~I~~- - ~
d p° ~ / 0 I p ~ ~ ~I I_I ~
O a O a ~ a°ap ~ ~
~ 4 > ~ MAX. 1 1 2-1 O O ~ ~
p 0 °g d -RA o _
~ ~ VARIABLE
3 TIMES PIPE DIA. TYPICAL ENERGY DISSIPATER WRIP-RAP
PIPE DIA.
NOTES:
~'4R/gg FLARED END PIPES GREATER THAN 36" TEMPORAR Y DI R l/E SIDN BERM
~ WILT REQUIRE CONC. SLAB AND OR RIP-RAP TO PROTECT BOTH ENDS OF PIPE NOT TO SCALE
1 / J/JJJ JJ
~ J1JJJyJ/ RIP- RAP DIMS. AS SHOWN ON PLAN
FROM CHANNEL THUS
. a ~ 4" FILTER STONE BED
OR FILTER CLOTH
TIPICAL CONC. ~ 4~Q ,~0
FlAREO END ~,5 9 SECTION P5
'S ~ Q~ 0 0~
RIP-RAP PROTECTION AT OUTLETS
FINAL DESIGN N r 0 FOR CONSTRUCTION
FOR PIPES ON MILD SLOPES ,~t~
ca'z M a,.~; .
Bn=ineera
'~'c * 107 Eut Second 9t. ~ SYnce &nea~111e N.C. 27ESB ~18I1II82'a!
TYPICAL ENERiGY DI~SIPA TERS 1D19 (asp) 732-4196 Surveyare Ot1961
N~
HERRI TA GE, L L C
1 WAGE COAMOM
DEMLS
DATE 1 NUMBER ONE TOE .EOAECOMBE COUNTY NORM CAROLINA
SURVEY DRAfT EJF SCALE DRAINING NO. SHEET.... REY 8-3" PO VAM? awwr cars UP
REV 7-19-01 PM LAW QUAUrY OAW07S &f DESIGN EJF CHECK JDV AS SHOWN W-2472 6 6 OF

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