WQ0035049_Renewal Application_20200625

Initial Review
Reviewer Thornburg, Nathaniel
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Permit Number (IR)* WQ0035049
Applicant/Permittee Pender County
Applicant/Permittee Address PO Box 995, Burgaw, NC 28425-3148
Is the owner in BIMS? r Yes r No Is the facility in BIMS? r Yes r No
Owner Type County
Facility Name Maple Hill WWTP
County Pender
Fee Category Major Fee Amount 0
Is this a complete
application?*
r Yes r No Complete App Date 06/25/2020
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Does this need review bythe hydrogeologist?* r Yes r No
Hydrogeologist Email:
Regional Office
CO Reviewer
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Kendall
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Rease provide information on the person to be contacted by N B Staff regarding electibnittal, confirmation of receipt, other
.......................................................... electronic surece, aner correspondence.
_ -
Name * Amy Cox
Email Address*
[e-mail]
Project Information
........ .................................................................................................................................................. .
Application/Document Type* r New (Fee Req ui red)
r Modification - Major (Fee Required)
r Renewal with Major Modification (Fee
Required)
r Annual Report
r Additional Information
r Other
Phone Number*
910-515-6868
O Modification - Minor
G Renewal
C GW-59, NDMR, NDMLR, NDAR-1,
NDAR-2
r Residual Annual Report
r Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* r Wastewater Irrigation r High -Rate Infiltration
r Other Wastewater r Reclaimed Water
r Closed -Loop Recycle r Residuals
r Single -Family Residence Wastewater r Other
Irrigation
Permit Number:* W00035049
Has Current Existing permit number
Applicant/Permittee* Pender County
Applicant/Permittee Address* PO Box995, Burgaw, NC 28425-3148
Facility Name * Maple Hill WWTP
Please provide comments/notes on your current submittal below.
Submission includes:
Permit renewal NDSR 01-20 form (4 pages)
Maple Hill Facility Structures and Fence Photograph
Lagoon, Monitoring Wells, and Irrigation zone map
Final Design Engineering Plan (16 pages)
Flood Hazard Area Map
Soil Map (4 pages)
-Total Pages = 33
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Tessa Monday at
[e-mail] or [phone].
Please attach all information required or requested for this submittal to be reviewed here.*
(Application Form Engineering Rans, Specifications, Calculations, Etc.)
MH final permit submittal.pdf 1.57MB
Upload only 1 PCF docurrent (less than 250 M3). Ma@iple docurrents must be combined into one RDF file unless file is larger than
upload limit.
* W By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order
and made payable to the North Carolina Department of Environmental Quality
(NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center

Raleigh, NC 27699-1617
Signature *
Q��sfa���e°2.�Luc¢9
Submission Date Is filled inau[onaficallyonce subnitted.

��
quality
Maple Hill Water and Sewer District
Permit Renewal
Non -Discharge System Renewal
(NDSR 01-20)

State of North Carolina
DWR
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 01-20
his form is for renewal without modification for all non -discharge system permits, except Residuals Management and Single -
Family Residence Wastewater Irrigation System permits.
For more information, visit the Water Quality Permitting Section's Non -Discharge Branch Website.
I. PERMI'I'TEE INFORMATION:
1. Permittee: Maple Hill Water and Sewer District, Pender County
2. Signature authority's name: Kenny Keel, PE per 15A NCAC 021.0106(b) Title: Public Utilities Director
Primary Telephone number: 910 259-1570 Main Line Secondary number: [phone] Office
Email Address: kkeel & endercountync.gov
3. Permittee's mailing address: PO BOX 995
City: BB State: NC Zip: 28425-3148
4. Billing address (if different from above): PO Box 995
City: Burg aw State: NC Zip: 28425-3148
5. Contact person's name (if different from signature authority): Jackie Eason Title: Senior Customer Service Rep.
Primary Telephone number: 910 259-1570 Main Secondary number: 910 259-3572 Office
Email Address: 'eason ,pendercountvnc.gov
H. PERMIT INFORMATION:
1. Existing permit number: WQQ035049
2. Has the facility been constructed? ® Yes or ❑ No
If yes, has the facility been constructed in accordance with the permit and the Division -approved plans and specifications?
f 15A NCAC 02T .01101 ® Yes or ❑ No
If no, a formal permit modification request shall be submitted to the Division.
3. Has any of the property ownership within the facility and/or disposal area changed from what is indicated in the current permit
(Attachment B -- disposal field owner/lessee)? ❑ Yes or ® No
Has the Permittee had a name change or has the permit changed ownership? ❑ Yes or ® No
If yes to either, a permit modification request shall be submitted to the Division. r 15A NCAC 02T .01051
4. Is this facility a Privately -Owned Public Utility? ❑ Yes or ® No
If yes, provide two copies of the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission
demonstrating the Applicant is authorized to hold the utility franchise. f_15A NCAC 02T .0115(aa)(1)1
5. Is the Permittee a Home/Property Owners' Associations or Developers of lots to be sold? ❑ Yes or ® No
If yes, provide the following:
• For Home/Property Owners' Associations — Operational Agreement (FORM: HOA) and a copy of the proposed or
approved Articles of Incorporation, Declarations, and By-laws f 15A NCAC 02T .0115(c)l
• For Developers of lots to be sold --- Operational Agreement (FORM: DEV) f15A NCAC 02T .0115 b(b]
FORM: NDSR 01-20 Page 1 of 4

State of North Carolina
UvVR
Division of Water Resources
6. Does the facility treat and dispose of industrial wastewater? NO
If yes, complete items below. If no, skip to the next section.
Indicate the approximate percentage of wastewater makeup:
Industrial: % Domestic:100% Stormwater: %
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 01-20
For all industrial wastewater sources (excluding those permitted under a pretreatment permit), provide a detailed industrial
nrL)[.me rlPRrrintjnn J"abi(ting-
• An overview of the manufacturing process
• An inventory of all materials used for manufacture, including chemicals and biological matter
• An overview of cleaning and treatment methodology, including an inventory of treatment materials and compounds
Has the nature of wastes (e.g., change in industrial processes, introduction of new materials or chemicals, etc.) described in the
approved permit application(s) changed? ❑ Yes or ® No
If yes, a permit modification request shall be submitted to the Division. [G.S. 141-215.1(d)1
III. SITE MAP:
1. Provide an updated site map in accordance with 15A NCAC 02T .0105(d) that shows the following (if applicable):
The site map is not required to be signed or sealed by a Professional Engineer. However, the map must indicate the source of
information. For example, parcel lines taken from a county GIS map should reference the GIS website.
® Legend, north arrow, and scale
® Topographic contours on all disposal sites
® Soil mapping units on all disposal sites
® All facility -related structures and fences within the treatment, storage, and disposal areas
® All habitable residences and places of assembly within 500 feet of all treatment, storage, and irrigations sites None
® Location of all wells, streams (ephemeral, intermittent, and perennial), springs, lakes, ponds, ditches, and other surface
drainage features within 500 feet of all waste treatment, storage, and disposal site(s)
® Latitude and longitude coordinates of all monitoring wells (decimal degrees to 6 digits)
® Location and identification of major components of the waste disposal system
® The wetted perimeter of all irrigation fields with field names (named according to the approved permit)
® Location and ownership of property boundaries within 500 feet of the disposal area (including road/rail right-of-ways)
® The delineation of compliance and review boundaries See Final Design page G7
® Distance measurements verifying all setbacks are being met See Final Design page G7
® Stormwater drainage controls None
® 100-year floodplain
® For reclaimed water generation permits, provide a separate map showing all distribution lines and utilization permit
locations that are connected to the water generation facility and are permitted by the Non -Discharge Branch (excludes
Local Program permitted facilities). Include all reclaimed water distribution line and reclaimed water utilization permit
numbers. N/A
FORM: NDSR 01-20 Page 2 of 4

State of North Carolina
D'VIR
Division of Water Resources
IV. GROUNDWATER MONITORING WELLS
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 01-20
1. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, skip to next section.
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude'
Longitude'
Gradient
Location
Inside Review
MWI
Active
34.6585690
-77.678459"
Cross Gradient
Boundary
MW2
Active
34.6582870
-77.6767990
Down Gradient
Inside ReviewBoundja
Inside Review
MW3
Active
34.6560660
-77.6767450
Cross Gradient
Boundary
MW4
Active
34.6561100
-77.6791570
Cross Gradient
Inside Review
Boundary
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
0
Select
Select
Select
0-
Select
Select
a. Coordinates must be in NAD83 and have 6 decimal degrees
V. SETBACK WAIVERS, EASEMENTS, AND LEASES:
1. Does the permit have any setback waivers, easements, or leases? ® Yes or ❑ No
If yes, provide copies of all documents and complete the table below:
Document
Grantor or
Grantee
Expiration
County
Deed
Deed Page
Document
Type
Parcel No.
Date
Registered
Book
Description 2
Easement 1
3393-72-
County of
N/A
Pender
49
87
30' wide
6917-0000
Pender
Easement 2
3393-72-
County of
NIA
Pender
49
87
15' wide
6917-0000
Pender
Easement 3
3393-72-
County of
NIA
Pender
49
87
15' wide
6917-0000
Pender
Select
Select
a. The document description shall list any reduced setbacks with distance, etc.
2. For reclaimed water utilization permits:
Is reclaimed water utilized on property not controlled by the generator? ❑ Yes or ® No
A lease, easement, or agreement must be provided allowing for the utilization of reclaimed water on the property or within the
facility. For irrigation of reclaimed water, an easement is required per 15A NCAC 02U .0501(6) All documents shall be listed
in the table above.
FORM: NDSR 01-20 Page 3 of 4

State of North Carolina
DWR
Division of Water Resources
VI. RELATED PERMITS
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 01-20
1. If this permit has interactions with other wastewater permits (collection systems, NPDES, etc.), complete the table below
(provide additional pages if necessary):
Permit Type
Permit No.
Description
NDAR-1
WQ0035049
Irrigation Spray Field
2. Does the facility have an approved flow reduction f 15A NCAC 02T .0114(j) ? ❑ Yes or ®No
If yes, attach the measured monthly average amount of wastewater flow contributed per unit for the 12 months prior to permit
renewal. If any of these monthly averages are within 20% of the approved value, the Permittee shall provide a reevaluation of
the reduced flow value using the methodology applied to the original flow reduction application. Also, attach a copy of the
flow reduction approval letter.
APPLICANT'S CERTIFICATION 15A NCAC 02T .0106(bi
I, t,�'h C`'&, Ittest that this renewal application has been reviewed by me, and is accurate and complete to the best of my
knowledge. I understand that any unauthorized discharge of wastewater from this non -discharge system to surface waters or the land
may result in an enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim
against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application are not completed, this application may be returned to me as incomplete. I further certify that the Applicant or any parent,
subsidiary, or other affiliate of the Applicant has not been convicted of an environmental crime, has not abandoned a wastewater facility
without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant
with any active compliance schedule, and does not have any overdue annual fees.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation. The Applicant's Certification shall be signed in accordance with
15A NCAC 02T .0106 . Per 15A NCAC 02T .0106 c an alternate person maybe designated as the signing official if a delegation
letter is provided fro a pens who ets riteria in 15A NCAC 02T .0106(b) J
Signature:V-V Date: Z l
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE BRANCH
By U.S. Postal Service: By Courier: By Email:
Non -Discharge Branch Non -Discharge Branch — Archdale 942W Non-Discharge.Reports(g>ncdenr.aov
1617 Mail Service Center 512 N. Salisbury St.
Raleigh, NC 27699-1617 Raleigh, NC 27604
TELEPHONE NUMBER: [phone]
FORM: NDSR 01-20 Page 4 of 4

Maple Hill Water and Sewer District
Facility Structures and Fence Photograph

yyy

Maple Hill Water and Sewer District
Sampling Locations by
Latitude and Longitude Map

Maple Hill Water and Sewer District
Final Design Engineering Plan

42,000 GALLON WASTEWATER
TREATMENT FACILITY
FOR
MAPLE HILL
PENDER COUNTY, NORTH CAROLINA
'f- iere.S
APPROVED
NORTH CAIZO M OYIRONMENK
MAMGEMEM COMMISM
DMSIO I OF WATER OLKIN
Y COUNTY COMMISSIONERS
JIMMY TATE, (CHAIRMAN)
* * CEORGE BROWN, (VICE CHAIRMAN)
* * NORWOOD BLANCHARD, (COMMISSIONER)
F.D. RIVENBARK, (COMMISSIONER)
NITY DAVID WILLIAMS JR., (COMMISSIONER)
COUNTY MANAGER
RICK BENTON
UTILITIES: DIRECTOR
MICHAEL MACK
e!.r
SEP 2 7 2MO
FINAL DESIGN
NOT FOR CONSTRUCTION
RECE��
OC7 21 20t0
-�laSrar� 3
Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
Wilmington, North Carolina 28411
8252 Market Street Suite 201
License: C-0454 phone. (910) SM-1212 Foe: [phone]

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f I tr�P3�N�TOMI.M7r � 8 ;"• t `•h` i' •- Ir r r . •/Jt � 'r '. • � OCT 21 LQ ! V � =1 �
.4 !r' ..�... '�' �.. � ;G •';2'y 't:SF �i' mew
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j oe o m m PM A06 r ✓ / :; �✓• { .� r !� r r"i/J r / �' /
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F& A MAP x9WR ]7ZPj31EABJ / '' i ✓ r / ` ✓ i . / ` jj '' 1 / ' i J// /.
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CL
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FINAL DESIGN
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PM
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aWWWAY TO AV Sa APAWN i CIA TlM OF FXLSTM O■vfN
PROPOSW M" RfP—
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FINAL DESIGN
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S
33M
� APPROK 45a IF nw PROPam JJR7vEWA r d S
E7a ZM WATARLME 4 11
rmPErErgY TO LOW AVESLWE LRLLEERO/i
SYSTEM ESEf WAL f Mef £R CYRLEETpN y
SYSTEM FdR MAPIC NIL LNP.1hkMG'Sl
r APPROC MW AMT IMMEWAY
{ TO EASTERR MMATY LK, � �' :' _ f , . _ - S ` de —
VARR 71YGLPARf
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MRVENr f!V d!T 36A3'Y��'' MA4-METER
'PO.SSBLf fah dF M VAST
�IAET QOCO9A- S AM&rM MAV STA WNMEE PROPOSER SrORASE LAQOLW f .
_,yf'�'�' Fie/ OFFAAS FOR rkw AFat"Tow ff
i'1�=— PAOPa6N LOMtARC u. ,�' FFEr 4 i' SO! AF PNC AIRA'AEMaPA7FR'`_
VpoA f rAr.r r'•� y •RAr RRraR
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ma
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/IIIjf _ amrw seorr 3 ul q
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OPLYFAROPALr J {-----------
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■
i ' 3S•, SjgA��,,'• * • SEE IRRpriATION SHEETS ■ • ~ s ■ �'�' ■,�:�.� ^�
Mv, aF P7sol
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a•%{ j !
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A
n

=.P
STRUCTURAL SUM SMALL
BE
CLASS kR- STRIVE AND
SMALL It PAID FOR AT THE
CONTRACT IW PRIDE PER
TOM SINE FOR EROSION A
CONTROL CLASS .r.
SEDIMENT CONTROL Slow
STALL SE NO. S OR MD. 57
STOW ARID SHALL BE PAID
r0! AT ME CONTRACT uw
PRIDE AMTOM 'STp11AENT
CONTROL STOW.
TOP OF lE7RM SHAG ME A
MINIMUM OF ONE FOOT
DRAW THE SIIOULOFR OR
NYMM POIN1,
FILM
04etim V-a
STON
Ir YRI. 14, 24" 12. bw
t1
' MT.S •-- •� r SHOULDER
IR
POPII- all �.)-"----__
--� FLAW
SEOIMFDR CONTROL STONE-----
T.e' MAL
SECTION A -A
HORSESHOE PROTECTION DETAIL
N,T,s•
OTCH Ii OF 157
sTNHE
-F� �I' 1MH. IUWAL CRDUTO
tp' MN
NOffS: 9' STONE FDR
MBE CLASS
a TRAPE7DA1 9r4 CRO55 74a[DN
S7IRICIIIXAL STORE TOR
stall0H CCIRROL APO
NITRIC CRdRR1
4'�e'
NO FDR AT 7KE CONTRAST
M1MT PRICE PER 704
•STONE FOR HI0TM
CONTROL CLASS V,
ELLYA770.VyIEWYEE
DITCH GROSS 5Ecn
r� �m
M
rFO1EYIK rANAC
A �
COPACWO SUpeR"DE
GRAVEL DRIVEWAY SECTION
PDT TO SCALE
1. CLEAR THEEMMTM*aANDOUTREA Or ALLMUNAIDFGRAMf
AND PROPEIIL7GRADE R.L PLACE TEE oRwEL TO 71ESPAMS'
AMDIMEN$gNS
4",*,
SHOWN ON TEEPLANS. APD SMODN R.
D SU
4. MRS OEDTMU rARRCA.
RS�NNN��AAMA�W�,,
1MNLil TN6 fiAYNEL PAD IN A COMMON
10 PREVENT YOD OR SEDIMENT rROM
E61E .'
1FAYEIG T1E COKSIMlmmi sm TSS MAY
TOP DRE4STRr RRN
REOUM AMC.
A C WRWM ENTRANCE sHIAIR. RE
AFTER FA171 wASALL, RA9PECT TIME
DOKS"W" D AT ALL PORTS Or ZESS AND CONDTON OF TIE OITRICE, ENAEDMOELY
EGRESS TO TE SHE FROM PIISUC ROAD,
RYAAOAE ALL ONECIpTMLLE MATERIALS
nbaSNASPEO. OR TRAL•IED ONTO FMELIC
u1-
C RCypAE AM tEDF1E1M1 eIEAE0. TIWI 1S DEEP. IRPAE 4
a. sTw °A"aunEr ro°�Am`�iBm u L"0"D"oA IarTiiF w mLi FExtE.
S COCONK1�ME IKmOx 10 IIRi Ar 1M>E ar lDR 11,NlFNR
Tf RALFNOT iO P1IDIECf PAY, SI"WADi
4 WILL IE ORIALIED ON THE IIPROPE SEE 0711E
WIRE
Ni F7]1CND,
SEWE,NCE OF CONSTRiIC_TioN
1. D9AARI EROSION C[FOROL PERMIT AND ALL OTHER APPUMM PERLETS PRIOR TO ANY
LINO OLSR1R —o -I MIA.
,
L SCNECYLE A PRE -CDNSRO1D110N 7ENOE NIA THE OWNER. ALL DpxTRrO7p{S
T»IA
SIGN
FOR LAND OTO DISUICE THE PF EROSION AN OTME EII AND EROSDN WNIROL xmlaRllY
PI:RStlMNEL TO OISIOISS THE PRWELT Mlo THE FAOSgN CRrtRDM. PIML
s.
3, Ir WU SRT FEFIPE, lE"pORARF ANO CELLEL QECK D1% AT THE
LOCiOHOAB SHMORN On THE CIFA4ING AND FINL°.OM CDN1ppL PIAHI ALL
EA0.9OIr AND —M—TDN CONTRnoI YFASNRES SWW. pE RWIAILED PRIOR N AW
I/NRO OISTIIIiRHD %,
d D
ACTMTy. TXE IIFILSURFS SlIF"L AELVN N PLACE C01Ty7RMOTON
Or THE PHASE IS NO LONGER PO5613LE M MI01T RUNIMI . OF THE HAbLSURE9 AHO ALL
P0551BIE EARIHHRORK hA*
B AROUND THE PHASE SI1CK AS AWDRSY, CRA55F0
AREAS, E74
�
"
a, BEON DEAIRNc, ORURRMC AtVO 01MOIN0 OPERRIOryS. ALL EARTHWORK AND OWWNO
OPERADDIB NEED 771 RF 5bBUBED PPION iD SEMOJD�KM S[OwENT TRIPS.
a
tl
a- YNHTNN CAMM CONTROL OLNLSS PER SPRYTPIUMNS,
S. ESTANUSH 164]ETA7IGN N CCWPLMdICE
1
WITH NCOENR ERDSION CONTROL MULAT014
AND THESE PLANS
7. RENOVE ALL 7EhrO WM MEASURER AFTER SAE IS PE@AWENRY STAIPLjZM
pRp`
� a5
NOTES
xE
PLNSLWF TO " MiT-AS7f2T TE ANGLE FOR CRAOEO SLOPES NO F1LL9 9MMLL RE
BE
NO GREATER THAN 7XE MIOlE 7IAT GVM pEPpNEp O/ VpDETA,T COy4R OR OTHER
S
AOEOLAM EROSIONCNMRlX OEYICTB 0R STRUCRERES IN ANT EVENT. 3OPE4 LOFT
E7PPSEo Ww 7WTeN S1 CAmIDM DRYS OF COMPLEIIOM OF ANY PHASE OF
D2MYR0,
RE PLADREO OR ORENeSE PROADEO WITH TElpOMIEY dM PERy�WEM ORO111A COAfR,
OEVICE4. OR 57RIACTLIRES SUFFBXw TO RE3TROI EROSION,
MT"oR TO OS. 11jI AROMONmS Pj PBRMANENT DROUNDCOrSOFICWy1RSLRAN EROSION FOR ALL OSTUROv AREAS WTMW 13
woRNwc cAYs DR SO ILRA R DAYS (WHICHETIFR IS SHOREETZ) FOLLOW,,, COpLETCH
OF CONSTRUCTION OR DEYPEOPMEW.
4
FINAL DESIGN
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STOW SECTM
TEMPORARY SEDIMENT TRAP
ROT m 5VLF
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OAF M /PM .RIG OFIYR M neA31m v M aftT M llE rAllwr
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owMmc m m Max W A>FPF oerJ1 orxrur.
RATReIa u®Y RE FTEeE 9erwa E ReL�NwE9 MR1y� v
OWR wW1 A L!0 d� o< a' 1C11P R ECIP CONIPI p a �F00191
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M w1lRlww wrlrt! nrR® FIID w�w�s � ns came znwc es >rlwF
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a19M TII- — Wm v.. Twme >i@IIFR TYIFRF6 RO-MFeAI PAFf
m m Or M-MIIyMw Ilw6wFweal AE IWSTIm Mo RIIIFLT
r�'0°`aWIT alc"'�`�`i-R Ri0'wI Trx`n"1°wlE.al�"�eRMM, �rF1PgF aiE
ewWu Ta eeFrFe FIE 01IRlax mFIR.
rnwT°F Ml,TT wieTm= TMIw1ti lcrAa wrza times
SARI@ M FIMIrIIRpr IIM AL EFnASR Awow A r, M xmP PRr
IAM fIRR THE TRV PAAOLLT -IA FOMTAF:I-1-
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IalL lei= M ®N rRM P 11E MAIM AN Wwe R r Rt rim
.MRzI Fawre ernes Rm"m
FINAL DESIGN
NOT FOR CONSTRUCTION
SEDIMENT TRAP DIMENSIONS
TRAP 1
LEAIM
JFTJ
WIDTH 96°TH
R TJ 01
BAfAlf5 jBST
1 or
fRON HASM WTLfTJ
I I s�
rYU49As
1 is
1 40
IV 1
51
W UM eel so mr nE Femre a eFSFI s w Rer1 M Sm
NUAL rom a to xMesFr MCII065pFpMfrX v *C iOWM —
Z- 1 M`Alms MA/EF! dF M �19RT�Rn+�TE
IOr a M rlielE: TIGER H O' MRNE1 111R1 M OAHR � exl SAlaewY.
W�MgppR�9y,f rillft rIXIO t Y LPER Mx n41Cr N M rAt
OWIA hip !� IpUm" TYNWmP mw M urtAET
1A0➢1 IYC Flpfly IW A lwIP1 MF 01 ftft A TE WP of sx[
rG®IIIE W iN(WR' QIRL
r-P Po-F- rMQL Abft& E WR IOAMML. PFII A lVrnVt
P TIE TOP IIIE IMwM RE IdYI r10 WF
M EZEae rezlRe xrF :AF ro m Eavxr ar P�0 W�F none'
/nA�r�C m A rrE AF- 4 mRrwEr w1I11011ri a- zv lr>L wrE
phm RRN Y�R d AOF W11M lWlIIlArYwa -A lIRO1G P
w w A Mm! Mr Mot IAIH 4M-1 WJ [ AM
RF eaE m WrA1I- ARgww - TIF erFTES s10U1R M 7 8r A Wllf
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IeEror�e ralluirol° I�ileim h:I A�w�mmiR`smM�n+Mwrus
RFT-7R MOFsn°m slerx F Fm.oR ovnl
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4
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BAFFLES FOR TEMPORARY SEDIMENT TRAP +�R EC-2
IF TR suir

LAGOON BERM SEEDING SCHEDULE
PROJECT LOCATION DESCRIPTION:
RERgk MbpLE COASIM PLAN
LARD USk3 I= MANTENANCE FOR OCCASIONAL VEHOIWF TRAFFIC
SOIL CHAf61CTE1RNr CS: WELL TO HIGHLY OWNED SOIL WITH LOW LATER HOL04
GAPACmES
GRASSING SPECIFICATIONS
AM
TEMPORARY SEED MIL SHLL BE LWU FOR ALL AREAS EIPDSED GMTEF THAN ONE WED(
Alb SUILW TO FURRIER OWURBALCE, PERMANENT SEW MIX SHALL N xEOAED MR
ADEOUNZY ON JULY 15. AN AOEOWTE C04K SMALL p"E 60 SPRIGS OF SEeEM C10 OR
LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY WINTER/2LY 5PRINGI'EY1 ury
DEC. 1 - APR 15 (OpA�1Iy� _AAIE nA�A(SIF1
...........
A ._.�BD��
APR. MS - AI is GFA LET Sam��L/Am
TEMPORARY FALL SEED MIX
Alb. 15 - DEC. 30 RYE= RATE A hr+nAu�m
SEEDING!SOL AMENOMERELLMR TEMPORARY,
FOLLOW RMOMNEMGATIDMS DF S&L TESTS OR APPLY 2,DW LB/ACRE OWUND
AOACLUURAI_ LIVEMME AND 730-IOW LB/ACRE 10-10-ID rRTIMER.
9PEnS RATE RR./ACWFT
TO RE INCORPORATED IWO THE TOP 3 HOMES OF SOL R LEAS
WITH SUES 27 OR PATROL
APPLY FEWILIiER I0.10-Tpjj AT A RAIL OF No
APPLY MUM AGIOLlLNRY, UMEmmO AT TWO, Oi l.OW LEVAGE
MULCH (FLAT AND LOW —SLOPE AREAS)
APPLY *"" LB/ACRE DRAIN STRAW - BQLRMWENT W&R. ANL'WR MULCH WTH RDYIMO.
NEIIC OR WY TACKING TM ASPHALT EMULSION AT A RATE OF 40a g4L Acn
MULCH (DRAINAGE DITCH)
UWE A ROLLED EROSION COWROL PRODUCT Ta COIR THE BOTTOM OF CNAXIEIS AND
DITCHES. THE LNMO SHOULD EXTEND AS GIE THE NBOMFST GILC1uTED OEPM DF
FLOW. ON TE CRMRYD, 80E ROPER ABOVE THIS
NSTGW AMY N ORAI4ACE5 NOT
amusiRc TEMPORARY UHPMIS. AP0.T 4,9W LB/+CRE ARRIUk STRAW, AND MCNOR
,STRAW STAPLING FETING OVER 7FE TOP.
ATE
NMMIRLIN OF f' OF RAINFALL A "ELK OF NOT SUPPLIED NM7TRULLL7 CONTRACTOR SHALL
SUPPLY THE REAARLIAD AMOLW UNTIL ORDUKD COWER ILLS BEEN ESIABLOMEO}
MMIENME; FOR No. 5CP
REFERTIU M THE FOLLOWTND APRIL NRI SO LB/ACRE NDROOEN REPEAT AS UIRCTIOWRN
REQUIRES. ALLY BE ROWED ONLY ONCE A YGR. RESE
ED. FEROL2E AND MULCH
DAMAGED MEA3 INMEDMTELY.
SEED BED PREPARATION
1. RP THE ENTIRE AREA TO 6' DEPTH.
L RE004E ALL LODSE ROCK, ROOM AND OTHER OBSTRUCTIONS LEAVING SURFACE
RFASDNABLY SMOOTH AND LNIFORM
S APPLY ACRICMILTVRAL LSAT. FEROle2ER, AND M PEBPHOSAMTE IN ACCORDANCE
WITH SEEDING SCHEOINLE' AND UY WITH SOIL
4, C9NTNUE T= UNTIL A WELL-PUWFIEED, FRY. REASONABLY UNWMM
SEEDBED 6 PREPARED 4 TO 8 INDIESS BEEP.
S. SEED ON A FRESNLY PREPARED SEEDBED AMD cam SEED LEDWLY WRH
=INIC EMAR EIVT OR CULTPmDRI
ACA A91ER SEEDING. SEED /ORC TO
'90MILO SCMEYUIEP
c RntH N ACCORDANCE WDH 'SEEDING SCHEDULE- WKWIVATFLY AFTER 9Fmlxc.
7. INSPECT ALL SEEOSYG FOR CDMPILWCE WITH THE RMUN TMENTS CP THE
SEEDNO SCHEDULE'. MAKE NECESSAR/ REPARS Ab RESEED WITHIN TIE
PLANDIb SEASON. I L aF - OAtNAGED ARU lKALL BE REEBTARLSHLO
FOLLOYING 7HE 9RICBlA1 LIE. FERTLgQL AHD STRONG REQMIREYENTS.
AREA SEEDING SCHEDULE
PROJECT LOCATION DESCRIPTION:
REGION: MIDDLE COASTAL PLAIN
LAND USE: LAW MAINTENANCE FOR OCCASIONAL VETH &M TRAFFIC
SOIL CHFP4OIFRITI6: WELL TO P40CY ORANIM SOIL WIN LAW WATER HOLDING
CAPAOIM
GRASSING SPECIFICATIONS
RIM
TF.MPOMW SEED ME SHALL BE 160 FOR ALL ARM EXPOSED DTEAIFR THAN ONE WEEK
ANON SURlWT TO FU MU IMIURSAMM PfRAIANENE SEED +NY SHALL BECHLECREO TOOL
ADEOLA ON AV 15. AN ADEQUATE DWR SHALL HAYS SO SPRGS OF U CNECA SIR
SFRICEA LBPEOMK PER ONE SpUURE FCtff
'024PORARY ,�yj��EnRLY CCLSI.IG crrn Env
OM - APR. 15
MOW— �-m h��lu.es�
RQBE LESPEQF7A_ .-..._.•2a
TEMPORARY SUMMER aLLD W
APL t3 - ABC, 15 BERMAN MPPLET - - -
TEMPORARY FAF� 1 �CFFh m%
AU6. 15 - DEC. W RYE (YEARN
FMLOW RECDMIENOATIONS OFSOL TFB75 OR APPLY 2,EW tB/ALRE OINXINO
AGRICURTIAM uMMONE AND 750-w9p LByAATIE 10-10.10 FERrrL?M.
PERMANF14T SEED MIY-
MARLIN 7 � Sur YAARA1r A �urrc i...IM
COASTAL aERmw&.........._.._.._ ...__._.W
{SPRIGS SHALL BE FROM VIA BROADCAST PLANER
CEWTFED SPN4=mD BY NCCIIQ
3011 AM
OBTAIN SOL TEST AND FOLLOW RECOARrmAnOYS
MULCH (FLAT AND LOW —SLOPE AREAS)
APPLY 4AOO LB/ACRE GRAN STINGY OR EEWENMIENT DOVER. ANCHOR MULCH WITH RIP NG.
NMM OR eT TICKING WITH ASPKkT DRASON AT A RATE Or 4W Gm -/ACRE
MULCH (DRAINAGE DITCH)
115E A Rp rHE ONT
ERIC"" CONTROL PRODUCT TO COVER THE BVION OF CHANNELS No
OIlC11S. THE UNDID SNDCLD S . ABOVE THE HSIEST WgLUTED OEM OF
REQIARANG TFAPOIWiT LRINp,=iwP�A7 40 LTMR%� EIRNN CS RW, AANNDD ANCHOES R
M�RQ BY STA1M HTINC OVER THE TOP.
ATF
WI�OF " OF RAINFALL A WEE% OF Par SUPPLIED SILL
TCON . NATRRALLYCONRACTOR
SUPPLY THE "' W'An AMOUNT UNOL 9RDIND COMER HAS BEEN RAC
MAINTENANCE-, FOR No. 5CP
REIERINgE THE FOL-d" NG APRIL WITH 30 LIVAERE NNRCOEM REPEAT AS CRORFRI
REO[RRMAY W MOWED ONLY ONE A REAR. RESEFA, FERnuZE ARID MULCH
OOMQED AREAS IMMEDIATELY.
SEED BED PREPARATION
I. RIP THE ENRE AREA TO If amnK
2 RMOVE ALL UWE ROCK. Mon. AND an" 09MUCTOG LFAWgG EIIRFACE REASONABLY SNOETH ANON UNIFORM.
3. APPLY AOBCOl71WbL 15+E. FERBLEER, AND SLPERRUOSPHITE IN AXARMNLT
NBNI 3EEDNG 3CNEBIAE' AND AIR WITH SOL
l COAIIRR/E TRlACE LSnS A MfLL-PULVETGZEO. PALM. REASONABLY UNIFORM
42
EOSED IS PRDWU 4 TO 6 IbHES DEEP.
S. SEED ON A FRESHLY PREPAREO SEEDBED Afb W6V SEED UM MY WITH
SEROM EOUIPMEM W CULTUVCK AFTER SEMMD SEER ACC4R61N0 70
SEECIND SCHEDULE.,
S. ULLOP IN ACCORDANCE WITH SLEOING IMMMUIS MWLEOM7AY MIEN SSDNL
7. INSPECT ALL SEEDNO FOB ODAPUANCE RAIN TE REOURCIENTS OF THE
SEEONO 9oEOLMC', NAKE NECMAKY RLPARS AND RUM WFFIW THE
PLANING SEASON, F FOS6IBLE. OR THE DAMADEO ML% SHALL 6E REESTABLBHED
FTXLORAAB THE oRNENAL E. FDARtSflL ANON 9EMIND REDUIRInEN14
EROSION CONTROL SEEDING SCHEDULE
PROJECT LOCATION DESCRIPTION:
RMT PDW WERE 02WAL PLMH
LAND USE LOW MANIENAICE FOR OCCASIONAL V NK UUBl TPoIFRC
SOIL CUARACTEIA571C5: WELL TO RICHLY DRAINED SOIL WHH LOW WATER HOLDING FAPAC1ElES
GRASSING SPECIFICATIONS
AM
TEAPORARY SEED MIX SHAWL SE USED FOR ALL AIM EXPOSED OREATLR THAN ONE WEEK
ANSI SUSECT TO AMMER DIS URBANOE PEMIRIIHI SEED MIX SML BE CIIitIEO FOR
ADEQUALY ON JLILT I5. AN AfltgaTE COER SHALL HAWS SO SPIT= OF B CHECK DR
SPICED Lew ESA PER ONE SCLA FOOT.
APR t5 A20
ES L, �6T�O dI�L
KDBE tE9PgCOFzwm:. �u':_..._SD
APR, 13 - ADO. 15 CEIBAVVY ADRLET-�6�Ei_
w
ADC. IS - DEC. S0 R� MIL
PRr !70'usc�
WIL TESTS OR APY
AOm LCII 7 LNESTONE AND GROUND
YSO-1000 LD/ACRE� o-AIL-1L0 FFERIRIIl17FR,
PER_MauEW gPFD MIX.
APR.
RYE .. ...........a
ItRICERGERmAN ....._....._40
GOYIION 0ILLU.GDIOlS5._..._..
SOIL_AfAFNDMENTS TPFRMeuxLlr cEcnHAInT
Wall INGOLRPOPATED IRO THE TOP S INCHES OF SOIL IN AMU
A
WITH ELOPER FLATTER
APPLY FEATI�IIR (f0.10.F0)) AT A RAZE OF SW lB/ACRE
APPLY WE TGRaLLVD "1H
A6RILTIL RAL LIESTOFE) AT A RATE OF MOO' LB/ACRE
MULCh (FLAT AND LOW -SLOPE AREAS)
1 1 AIB OAR Br TACXUEG FMA
SPHALTA �LTT EMULSION M AMR EQUAMaRr AM OF 400 G /ACC ENO.
MULCH (DRAINAGE DITCH)
USE A ROLLED DEMON coUMOL pMX= TO CM0 THE BOTTOM lTF CHLAHINEI3 AND oNRTN, ON THE CHANNEL SIX SLOM AB1a ME"" SHOL" EXTEND OWTHE TNS NHSIGHF ANIGHEST D N TED 01S NOT
RVAM MARMBY STAPLING 6UUTM�IGsaa f4 LB/AWE GRAIN STRAIT AND ANCHOR
OT
MWMAI OF 1' OF RAINFALL A WEEK OF NOT SUPPLIED NATURALLY. WWRACIDR SHALL
SUPPLY THE REMAINS AMOUNT UNTIL GROUND COVER HAS REEK ESTABLISHED),
MAINT WANCF• FOR No. 5CP
, jXV=ElL REPEAT AS CROON
BE LOWED �Y IL ONCE A YEWVK an AR �RESEEB. STRRILE AM WLCH
ACED AREAS IM
---------------------
SEED BED PREPARATION
1. RIP THE ENTIRE AWA 70 9' narM
L RJ+OAE ALL LOOSE RUN. ROOFS AND OTHER OPTRWFOHN MAYVm SURFACE REMMABLr SMOOTH AEC UNFORLL
S. ALNgY ACAICS;TTRAL AWE, FERII2ER, ANG SUPfRAHOpMjE IN ACCORDANCE
NITN BEEDO'1D SOIFOLIIE' AND MX WITH SOL
s. SEES U�9 8 PREPS 1 TO 6ACCW-PI 0E(Ep FlRN. REASONABLY UNIFORM
INCS. 4EE8 04 A FRGWfLY PREPARED SEEDBED AND COLO SEED LCH LY WITH
BIXAEDUL DWEAC
R
wm.G SCNEDIILG' WLTK AFTER SEEDING. SEED ACCORDIND TO
'CEDIN
L MULCH NN AMORCOM WON 'SEEdMT SMEDLLE' RNEDIAIELY AFTER SODOM.
7. INSPECT ALL SEEDWO FOR CDUPWNCD WITH THE RIFAAREMENTS OF THE
"=DIM SCHEOUIE'. MAKE NECESSARY REPAIRS ABO RESEED WITHIN THE
PLANTING SEAqft IF
FOLLOWWIB THE OHNYL`UL ' RSHALL NYWklmus OEB.r. REOUI
FINAL DESIGN
NOT FOR
CONSTRUCTION
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Flood Hazard Area Map

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Maple Hill Water and Sewer District
Soil Map

3V 46WN
W 14'SCN
Soil Map—Pender Count)A North Carolina 3
(Pander County Soil Map)
�e �
a
iR
190099 199DM 20B(W 2170DO 27BOOD 235W6 24M 2710M
3 ;
� Map Sole:1:4L•�,DpO tFprilbed on A Wds<ape (il" x 8S')5haet �
� N � Meters
D mm 1000D Z= 30000
0 200M 4t7000 amm 12000�0
Map proJecbn: Web Mugu Gwff a x dnabw WGS84 Edge tks: UrM Zane 18N WGS84
t Natural Resources Web Soil Survey 6/1/2020
�i Conservation Service National Cooperative Soil Survey Page 1 of 4
3V 463 N
34° 14 5V N

Soil Map --Pander County, North Carolina
(Ponder County Soil Map)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOq
Spoil Area
The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI)
1:24,000,
Stony spot
Soils
Very stony Spot
Please rely on the bar scale on each map sheet for map
0
Sol! Map Unit Polygons
measurements.
r.y
Soli Map Unit tines
Wet Spot
Source of Map: Natural Resources Conservation Service
Other
Web Soil Survey URL:
El
Soil Map unit Points
Coordinate System: Web Mercator (EPSG:3857)
Specieil
Point Features
•� Special Line Features
Maps from the Web Soil Survey are based on the Web Mercator
Blowout
water Features
projection, which preserves direction and shape but distorts
Streams and Canals
distance and area. A projection that preserves area, such as the
Borrow Pit
Transportation
Albers equal --area conic projection, should be used if more
Clay Spat
accurate calculations of distance or area are required,
tl44 Rails
Closed Depression
This product is generated from the USDA-NRCS certified data as
Interstate Highways
of the version date(s) listed below.
Gravel Pit
US Routes
Soil Survey Area: Pander County, North Carolina
„
Gravelly Spot
Major Roads
Survey Area Data: Version 21, Sep 16, 2019
Landfill
Local Roads
Soil map units are labeled (as space allows) for map scales
A.
Lava Row
1:50,000 or larger.
Background
Marsh or swamp
Aerial Photography
Date(s) aerial images were photographed: Jan 1, 199"ec 31,
2014
Mine or Quarry
The orthophoto or other base map on which the soil lines were
0
Miscellaneous Water
compiled and digitized probably differs from the background
Perennial water
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Sllp
jf
Sodic Spot
U5� Natural Resources Web Soil Survey 6/1/2020
Conservation Service National Cooperative Soil Survey Page 2 of 4

Soil Map —Ponder County, North Carolina
Pander County Soil Map
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
AnB
Alpin fine sand, 1 to 6 percent
19,002A
3A%
slopes
AtA
Altavista fine sandy loam, 0 to
886.7
0.2%
3 percent slopes, rarely
flooded, Atlantic Coast
Flatwoods
AuB
Autryville fine sand, 1 to 4
16,141.0
2.9%
percent slopes
AyA
Aycock loam, 0 to 3 percent
1,379.5
0.2%
slopes
AYB2
Aycock loam, 3 to 6 percent
2,600.0
0.5%
slopes, eroded
BaB
Baymeade fine sand, 1 to 4
10,621.0
1.9%
percent slopes
Bo
Bohicket silty clay loam,
1,047.0
0.2%
frequently flooded
Ca
Carteret fine sand, frequently
6,445.8
1.1 %
flooded
Ch
Chewacla and Chastain soils,
10,408.6
1.8%
frequently flooded
Ct
Croatan muck, ponded, 0 to 2
57,409.5
10.2%
percent slopes
Do
Dorovan muck, frequently
11,364.8
2.0%
flooded
EmA
Exum loam, 0 to 2 percent
11,614.2
2.1%
slopes
EuA
Exum-Urban land complex, 0
764.5
0 1%
to 2 percent slopes
I Fo
Foreston loamy fine sand
22A31.1
4.0%
rGcA
Goldsboro fine sandy loam, 0
29,948.7
5.3%
to 2 percent slopes
Gr
Grantham loam
11,108.2
2.0%
Gt
Griffon loamy fine sand
8,143.5
1 A%
InA
Invershiel-Pender complex, 0
1,088.5
0.2%
to 2 percent slopes
J Ja
Johns fine sandy loam
3,845.4
0.7%
KaA
Kalmia loamy fine sand, 0 to 2
770.9
0.1 %
percent slopes
I KeB
Konansville —fine 6 to 4
2,501.4
p,4%
L
percent slopes
KuB
Kureb fine sand, 2 to 6 percent
3,579.2
0.6%
slopes
LnA
Leon fine sand, 0 to 2 percent
30,362.2
5.4%
slopes
L5m Natural Resources Web Soil Surrey 6/1/2020
Conservation Service National Cooperative Soil Survey Page 3 of 4

Soil Map—Pender County, North Carolina
Pander County Soil Map
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Ls
Liddell silt loam
25,228.7
4.5%
Lu
Lumbee fine sandy loam,
occasionally flooded
4,271.2
0.8%
Ma
Mandarin fine sand
4,566.0
0.8%
MCC
Marvyn and Craven soils, 6 to
12 percent slopes
6,164.2
1.1%
Me
Meggett loam
1,779.7
0.3%
Mk
Muckalee loam, frequently
flooded
34,496.8
6.1%
Mu
Murvllle muck
61,326.7
10.9%
NhC
Newhan fine sand, dredged, 2
to 10 percent slopes
611.5
0.1 %
NkE
Newhan-Corolla complex, 0 to
30 percent slopes
677.5
0.1 %
NmE
Newhan-Corolla-Urban land
complex, 0 to 30 percent
slopes
1,231.6
0.2%
NoA
Norfolk loamy fine sand, 0 to 2
percent slopes
8,109.3
1.4%
NoB
Norfolk loamy fine sand, 2 to 6
percent slopes
13,178.3
2.3%
On
Onslow loamy fine sand
3,170.0
0.6%
PaA
Pactolus fine sand, 0 to 2
percent slopes
18,337.0
3.3%
Pn
Pantego mucky fine sandy
loam
6,530.8
1.2%
Pt
Pits
1,323.2
0.2%
Ra
Rains fine sandy loam, 0 to 2
percent slopes, Atlantic
Coast Flatwoods
46,861.6
8.3%
To
Torhunta mucky fine sandy
loam
23,088.5
4.1%
W
Water
10,520.2
1.9%
Wo
Woodington fine sandy loam
29,053.2
5.2%
Totals for Area of Interest
563,990.1
100.0%
LisDA Natural Resources Web Soil Survey 6/1/2020
Conservation Service National Cooperative Soil Survey Page 4 of 4