WV0800323_Application_20221201

Fee Received tb I,' i,`
Check# :' or Cash
Date Received 1'PS�ota
Received By: ,
(I c173(_\_2C�
CARTERET COUNTY HEALTH DEPARTMENT
3820 Bridges St. Morehead City, NC 28557 Area 02
Phone: [phone] Fax: [phone] Priority a.
APPLICATION Date Staked 4i4.;c): Staff Initia&
Well Construction Permit
IF INFORMATION IS FALSIFIED, CHANGED OR SITE IS ALTERED, THE AUTHORIZATION TO CONSTRUCT
PERMIT SHALL BECOME INVALID. PERMIT IS VALID FOR 60 MONTHS.
Parcel ID: 4;5G / 5 GI. L/'1 5-2 6217
Permit Itcyuest Section
Type of Well: Private Drinking Water Shared Drinking Water )(/ Irrigation Other
Type of Application: New Construction Replacement Repair Abandonment
Proposed Use: Residential Commercial (Design Capacity < 100,000gpd)
Owner
Name: First
(;cncril !Idol maliott
t # .j M e � -1
//1 < <
Last /, . i
Mailing Address t/ o• T, y a r 1610- , r e_
City State N cp �J/ �''/ — .2 "% 3'30
Phone: Home Work Mobile 9i 9- S"g0- G.2ti7 Fax
Email -to Se // ea n 4 i . c Organization
Applicant If same as owner: Yes
If no, complete this section and provide owners statement.
Name: First ' / e r h/.,,,, A - a. Last
Mailing Address 12 O ✓sen
City /A/e jj,,az• -f
State I/
Zip a? 8 S '7
Phone: Home Work Mobile 25:2-34/-2- 37.2'' Fax
Email -ir el 14 ,.. %,�e 6a: /Je s w,w,% corOrganization
Site Specific Infurnwliun
Parcel Address: f 1 / .2- Si,t 5
Subdivision: Pe
Lot Phase Section
Block
City: AlO/ a 4ldo/ C: -fy
# of Acres . 3 `t
Type of Facility: Residential Multifamily
k Non -Residential (describe .'I nv71
Improvement Permit for Wastewater System Issued: yes Y no N/A
Applicant must inform Local Health Department if any of the following apply. Check all that apply:
Existing well on property Buried Utility Lines Right of ways
Existing or proposed septic tank system Additional structures on property
Stump holes/buried debris Underground Fuel Tanks Easements
_Other potential sources of groundwater pollution - list
_Current or pending groundwater restrictions -describe
Are there any variances associated with this application? Yes No
Additional Information:
Any proposed development must be reviewed by the local jurisdiction for compliance with local ordinances and regulations.
Additionally, you must consult with any state or federal agency with jurisdiction over the proposed development.
Page 1 of 3

CARTERET COUNTY HEALTH DEPARTMENT
3820 Bridges St. Morehead City, NC 28557
Phone: [phone] Fax: [phone]
APPLICATION
Well Construction Permit
Owner lei/ Sf,u r5J.ne„ -4 6-'-ea eyi GC- c- (Parcel ID: G 3 a 6 / 2 4.7 32
Site Sketch: Provide an accurate diagram of property with dimensions, proposed or existing building location(s) with
setbacks to two property lines, proposed or existing wastewater system location, existing and/or proposed water source
location, potential sources of contamination, driveways and any other characteristics or activities on the property or
adjacent property that could impact groundwater • quality or suitability of the site for well construction.
J ee 47 —fGX429
(Initial) Propertyis staked Applicant will call when property is staked
A re -inspection fee of $30 is wired if the lot is not accessible and/or staked.
Application will be returned after sixty (60) days if Carteret County Environmental Health has not been notified thatsite
is staked and accessible. Fees paid for application are forfeited when application is returned to applicant or agent.
Si^_nuuu'o Secion
The site evaluation is performed based on the information contained in this application. Any changes to the site or
structure locations, the property lines, proposed or existing waste water system location shall be cause to revoke the Well
Permit. I have read this application and certify the information provided herein is true, complete and correct.
Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance
with applicable laws and rules. 1 understand that 1 am solely responsible for the proper identification and staking of all
propeny lines and corners and making the site accessible so a complete site evaluation can bperformed.
/.z6 j.2 2
Pro er s signature or authorized agent (REQUIRED) Date
Page 2 of 3

Carteret County, N . C .
October 20, 2022
The.nformabon displayed by this websbe is pre pared for the nventory of real property found eithin tNs jurisdiction and Is compiled from recorded deeds, plats, and other public records and data. Users of the hformatlon are hereby notified that he aforementioned pudic primary
information sources should be consultedfor verification of the hformatbn contained on this site. Carteret County assumes no legal responsibliy for are informationcorssinsd on this site. Carteret County does not guarantee that the data and map services wit be available to users without
hterruption cc error. Furthermore, Carteret County may molly or remove map services and access methods at wiI.

CARTERET COUNTY HEALTH DEPARTMENT
3820 Bridges St. Morehead City, NC 28557
Phone:[phone] Fax: [phone]
APPLICATION
Private Drinking Water Well Application Disclosure
Carteret County Health Department can accept an application for a private drinking water well permit however if you are
proposing new construction and the facility is in a location served by Carteret County Water or any other public or
community water system, you may be required to connect to that system It strongly recommended that you contact the
water system serving the area of the proposed facility location prior to submitting the well application. Once a site visit
has been made the fee is not refundable. If the well is installed, and your location is served by a public or community
water system, you may still be required to connect to the system.
I have read and understand the above disclosure:
Signature
Address of proposed facility
/O be / 2 Date
Contact Information:
Carteret County Water — 252-728-4755 Atlantic Beach Water — 252-726-1366
West Carteret Water Corp. — 252-393-1515 Pine Knoll Shores Water — 252-247-4353 x 10
Bogue Banks Water — 252-354-3307 Town of Morehead City'— 252-726-6848 x 1
Town of Beaufort (Public Works) — 252-728-7166
Carteret County public and community water systems are not liinited to the above list.
Replacement Well Applications
An application for a replacement well for drinking water will be accepted when the existing well no longer provides a
potable or adequate water supply and the well is proposed to be removed from service.
Upon approval of the installation of the replacement well, the existing well shall be removed from service and temporarily
abandoned by capping it off, per 15A NCAC 02C .0113(a) or permanently abandoned if the well is determined to be
improperly constructed, located or a source of contamination of the groundwater supply. A well proposed to be
abandoned or required to be abandoned shall be filled, plugged, or sealed in such a manner as to prevent the well from
being a channel allowing the vertical movement of water and a source of contamination of the groundwater supply, per
15A NCAC 02C .0113(b) and a certified record of abandonment provided to the Carteret County Health Department and
the NCDEQ/DWR within 30 days after the completion of the abandonment per 15A NCAC 02C .0114(b).
Failure to permanently abandon an existing well that is improperly constructed or improperly located will subject the well
owner to the following legal remedies; Injunction Relief [G.S. 130A-18], Administrative Penalties [G.S. 130A-22(c),
Suspension or Revocation of pennits [G.S. 130-23] and Criminal Penalties [G.S.130-25].
Rev.11-19-15
Page 3 of 3

CARTERET COUNTY HEALTH DEPARTMENT
Environmental Health Division
3820 A Bridges Street
Morehead City, NC 28557
Phone [phone] Fax [phone]
OWNER'S STATEMENT
TO: The Environmental Health Division
SUBJECT: Authorization for Representation as Agent for Owner and Permission to Access Property
-?vt Cc S 13 e / ( (print), hereby authorize I�'03 / u,n .1- f (print) to act
as my agent in the process of application for an on -site wastewater system permit or a water well
permit for the property listed below:
(Real Estate Agents or other agents contracted to act as property representatives shall provide a copy
of the signed contract verifying owner has acknowledged their representation of below property).
Location: 14 '7 / . ors 7LI4 S4 ore Di PIDN # 6 :57 6 G / 5- C 2 4 '7 3 2 `we'
ff7 'te Iie��l Cj1'
In addition to the above, the Environmental Health Division has my permission to access the above
listed property.
Should you need additional information, please contact: Owner's Name: 1-11. G yn 5 e e✓ /l B e / / //
vl V 5140' e
Address: 1+0 2 -r - o 'J r
City: (7- (1 !e& LG D State: � Zip: Z 7 5' 3 0
Phone: g(t -//5ef() —(O 4-7
Email: fiaPin "he- Pe- 0G�7Yhar
Owner's Signature:
Co �9-el�
Date: 16 -
(q-2D2Z

Tax Parcel Information:
Owner: BELL INVESTMENT GROUP LLC
Current PIN: 6366156247320o0
Site Address:
4712 S SHORE DR
MOREHEAD CITY
Mailing Address:
408 TRYON DRIVE
GOLDSBORO NC 27530 9147
Legal Description:
COMMON AREA PELTIER POINT S/D
Prior PIN:
City Limits: MOREHEAD CITY
Rescue District:
Fire District:
Tax District: 1351
Township: MOREHEAD
Use: COMMON AREA
Land Value:
NBHD: 510005
Bldg Htd Sq Ft:
Bldg Value: Bldg Tot Sq Ft: o
Year Built:
Other Value:
Total Value:
Sale Price:
Deeded Acres: 0.39
Plat Ref: 34 / 438
Deed Ref: 1704 / 67
Bedrooms:
Noise Level:
AICUZ Zone:
GIS Acres: 0.390
Roll Type: R
Deed Date: o
Bathrooms:
Carteret County, N . C .
a in=2o6 ft
Printed October 25, 2022
The reformation displayed by this websie is prepared for the hventory of real property (curd within this jurisdiction end Is compiled from recorded deeds, plats, and other public records and data Users of this information are hereby notified that the aforementioned public primary
hformation sources should be consulted for verification of the hformatbn contained on this site. Carter t County assumes no legal responsiblity for the Information contained on this site. Carteret County does not guarantee that the data and map services wil be available to users
without internten or error. Ftrtherrnore, Carteret Coun m mod or remove ma• services and access methods at will.

o
NVIROMENTAL HEALTH
3820 BRIDGES ST STE A
MOREHEAD CITY, NC 28557
[phone]
SALE
REF#: 00000003
Batch #: 297002 RRN: 250100003
10125122 08:43:22
APPR CODE 02596R Chip
DISCOVER **
************5562
AMOUNT
Disc
AID: A0000001523010
TVR: 00 00 00 80 00
TSt Ell 00
L MUM
IINAGREE
ACCORDAIICE RITHECARDAISSUER'S
AGREEREHT
.(HERCHAIIT MENIF CREDIT VOUCHER(
RETAIII THIS COPT FOR STATEHEHT
c9 VERIFICATIOII
MERCHANT COPY
$100.00

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
VARIANCE APPLICATION FOR 2C .0100 WELL CONSTRUCTION STANDARDS:
PRIVATE DRINKING WATER WELLS UNDER 15A NCAC 02C .0300
WATER SUPPLY WELLS UNDER 15A NCAC 02C .0107
All water supply wells not considered "Private Drinking Water Wells " and including irrigation, industrial, and commercial wells.
WELLS OTHER THAN WATER SUPPLY UNDER 15A NCAC 02C .0108
Including monitoring and recovery wells.
Print clearly or type information. Illegible submittals will be returned as incomplete.
DATE: Nov 30 , 2022 PERMIT NO.: (to be completed by DWQ/DPH)
A. WELL OWNER — For single family residences list the property owner(s). For all others, list name of the business,
organization, or government agency and person delegated signature authority:
Bell Investment Group, LLC
Applicant: Trey Humphrey
Mailing Address: 120 Pearson Circle Ext.
City: Newport State: NC Zip Code: 28570 County: Carteret
Day Tele No.: 252-942-3724
EMAIL Address: [e-mail]
B. PHYSICAL LOCATION OF WELL SITE
Cell No.: same
Fax No.:
(1) Parcel Identification Number (PIN) of well site: 6366.15.62.4732.000
County: Carteret
(2) Physical Address (if different than mailing address):
4712 South Shores Drive
City: Morehead City
State: NC Zip Code: 28557
C. WELL DRILLER INFORMATION (if known)
Well Drilling Contractor's Name:
NC Well Drilling Contractor Certification No.:
Company Name: Contact Person:
City: State: Zip Code: County:
Day Tele No.: Cell No.:
EMAIL Address: Fax No.:
Form GW-22V
Page 1 Revised February 2013

D. REASON FOR VARIANCE REQUEST — Include type of well(s) to be constructed; rule for which the variance is
being requested; description of how the alternate construction will not endanger human health and welfare and the
environment; and reason why construction and/or operation in accordance with the standards is not technically feasible
and/or provides equal or better protection of the groundwater.
Irrigation Well- variance request for:
1) 15A NCAC 02C .0107 (a)(2)(H): proposed location is less than 100'
from the sewer main.
*AII points on the property encroach at least one minimum setback
E. ATTACHMENTS — Provide the following information as attachments to this application:
(1) A map showing general location of the property (including road names, NC State Route Number, distances,
any key landmarks, etc.) sufficient for finding the well location.
(2) Detailed site map with scale showing location of proposed well relevant to septic system(s), building
foundations, property lines, water bodies, potential sources of contamination, other wells, etc.
(3) Submit a copy of the local well permit application and site evaluation map (if applicable).
(4) Any other information relevant to the variance request such as a well construction diagram showing proposed
well liner or atypical construction materials/methods.
F. OTHER MINIMUM CONSTRUCTION REQUIREMENTS
For water supply wells, approval of a variance will require that additional construction requirements beyond those
specified in 15A NCAC 02C .0107 be met. Minimum additional construction requirements for Coastal Plain and
Piedmont and Mountain region wells are referenced on Attachments A and B on pages 4 and 5 of this application.
Approval of a variance will not be considered in cases where the specified minimum additional construction
requirements cannot be met.
G. SIGNATURES
Signature of Person Responsible for Well Construction (typically the well driller)
Print or Type Full Name of Person Responsible for Well Construction
(typically the well driller)
e
16-4, -C7/5)
Signature ofdZounty Emefronmental Health Specialist
Blakley C. Lyles
Print or Type Full Name of County Environmental Health Specialist
Per 15A NCAC 02C .0118 the Secretary of the Division of Water Quality or the Division of Public Health may require
submittal of information deemed necessary to make a decision on the variance, may impose conditions as part of the
decision, and shall respond in writing to the request within 30 days of receipt of the variance request. A variance
applicant who is dissatisfied with the decision of the Director may commence a contested case by filing a petition as
described in G.S. 150E-23 within 60 days after receipt of the decision.
Form GW-22V
Page 2 Revised February 2013

H. SUBMITTAL INSTRUCTIONS
(1) For the following types of water supply wells only:
(a)
(b)
Private Drinking Water Wells under 15A NCAC 02C .0300
Irrigation Wells underl5A NCAC .02C .0107 with a designed capacity of less than 100,000 gallons per day
and located on the same property as an on -site wastewater system permitted by a local health department.
Prior to submittal of the variance for these types of wells, please contact your regional environmental health
specialist by visiting: http://ehs.ncpublichealth.com/contacts.htm
Submit one copy of the completed variance application to:
North Carolina Department of Health and Human Services
Division of Public Health — Environmental Health Section
On -Site Water Protection Branch
1632 Mail Service Center
Raleigh, North Carolina 27699-1632
(2) For the following types of wells only:
(a)
(b)
All Water Supply Wells under 15A NCAC 02C .0107 other than the ones listed under (1) above
Wells Other than Water Supply under 15A NCAC 02C .0108. If these wells are to be constructed on property
not owned by the well owner or applicant, please also attach and submit a completed Application to Construct
a Monitoring or Recovery Well System (GW-22MR) found on our website at:
http://portal.ncdenr.org/web/wq/aps/gwpro/permit-applications
Submit one copy of the completed
variance application to the Division
of Water Quality Regional Office
serving the area in which the well
will be located:
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Telephone: [phone]
Fax: [phone]
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Telephone: [phone]
Fax: [phone]
Mooresville Regional Office
610 East Center Avenue,
Suite 301
Mooresville, NC 28115
Telephone: [phone]
Fax: [phone]
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Telephone: [phone]
Fax: [phone]
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Telephone: [phone]
Fax: [phone]
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Telephone: [phone]
Fax: [phone]
Winston-Salem Regional
Office
585 Waughtown Street
Winston-Salem, NC 27107-2241
Phone: [phone]
Fax: [phone]
Form GW-22V
Page 3 Revised February 2013

COASTAL PLAIN
Minimum Additional Construction Requirements for Wells Requiring a Variance or a Permit to the Separation distances In 16A NCAC 2C
.0107(aX2) and .01070j(3) - Applicable to areas that are Underlain by Unconsolidated Sediments and Sedimentary Rocks
POTENTIAL POLLUTION SOURCE
septic tank and elrainfield
other Subsurface ground absorption wa ste
disposal system
other sewage and liquid -waste collection or
transfer fac it ity
cesspools and privies
ahimal fE•eillcSts or maikire pile•S
Surface water(GW racharge]._.porrds, lake
other surface -...water bodIes___creeks. river
watertight sewage or liquid -waste
col Icction ortranstor facility
Ianimal barns
building foundations(cxcl uding well house)
fertilizer, pesticide, herbicide or ether
chemical storage areas
other non -hazardous solid waste landfill
non -hazardous waste storage, treatment or
disposal lagoons
industrial/municipal Sludge -spreading or
wastewater -irrigation €ite
aboveground or underground heating ail
storage tanks
all other potential sources of groundwater
contamination
sanitary landfills
chemical or petroleum fuel underground
storage tanks regulated 11Ilder 15A NCAC
2N with secondary containment
chemical or petroleum iucl underground
storage tanks regulated Under 15A NCAC
2N w/o secondary Containment
'Dd,hle cased PVC may he required
Attachment A (Form Gi1V-22%')
'MINIMUM SEPARATION DISTANCE (ft)
Standard[ Single Family I Variance
E
100
50
100
100
100
1000
100
50
100
100
50
50
SITE SPECIFIC
25
25
50
25
10❑
50
25
25
SITE SPECIFIC
MINIMUM ADDITIONAL REQUIREMENTS
PVC
>20 feet below land
tiurFace or as specified
by the Director
PVC.
To the first sig nificant
clay greater than 20 foot
below land surface or to
the souree .igolfer
100
160
SITEISOURCE
140
100
100
100
100
100
SPECIFIC
SITE/SOURCE SPECIFIC
50
50
50
50
500
500
56
86
1 d 0
100
DO NOT ISSUE
1,5A NCAC 2C:.0107(d)(4)(B), ,0107(e)(1)(A), and 2C" ,0116 provide for the abilit - to construct a well to a depth of less than 20 feet where the best
source of water exists between a depth of ten and twenty feet below the surface of the land. Because additional minimum construction requirements
necessitate that: 1) casing extend to a depth greater than 20 feet below land surface: and 2) grout extend to the fast significant clan layer greater than
20 feet below land surface or to the source aquifer, a variance to horizontal separation distances for shallow wells cased to less than 20 feet is not feasible.
Well construction information should be provided with the Application for Permit for 'Valiance detailing how minimum additional construction
requirements will be satisfied.
Form GW-22V
Page 4 Revised February 2013

PIEDMONT A ND MOUNTAINS
Mini mum Additional Construction Requirements for Wells Requiring a Variance or a Permit to the Separation Distances in 15A NCAC 2C
_0107(a)(2) and .0107(a)(3) -Applicable to areas that are Underlain by Crystalline Bedrock
POTENTIAL POLLUTION SOURCE
septic tank and draintiold
other subsurface ground absorption waste
disposal system
ocher sewage and IIq u id -waste collection or
transfer facil ity
cesspools and pnvies
anirn al feedlots or manure piles
Surfacewater(GW rechargel._.ponds, lake
other surface water bodies_._ creeks, river
seater light sewage or liquid -waste
collection or transfer facility
animal barns
building toundations{excluding well house]
fertilizer, pesticide, herbicide or other
chemical storage areas
other non -hazardous solid waste landfill
non -hazardous waste storage, treatment or
disposal lagoons
industrialfmunicipal sludge -spreading or
wastewater -irrigation site
aboveground or underground heating oil
storage tanks
all other potential sources of groundwater
contaimination
MINIMUM SEPARATION DISTANCE (ft)
Standard! Single Family I Variance
100
50
100
140
50
100
100
100
50
100
100
50
50
SITE SPECIFIC
25
25
MINIMUM ADDITIONAL REQUIREMENTS
Casing Type I Casing Depth
Grout Depth
GALVANIZED
STEEL
If Bedrock depth Is <50 feet= the
greater of 15 feet into bedrock or 40
feet below land surface
If bedrock depth le 50-100 feet: 10
feet into bedrock
If bedrock depth is >100 feet: 5 Set
into bed rack
full length
of casing'
50
5
PVC or
The or 40 I eet below land
full length
SITE SPECIFIC
GALVANIZED
STEEL
greater
surface or 5 feet into bedrock
of casing'
100
520
25
25
100
100
SITE/SOURCE
100
140
100
100
SITEISOURCE SPECIFIC
100
100
SPECIFIC
50
50
50
50
sanitary landfills
chemical or petroleum fuel underground
storage tanks regulated under 15A NICAC
2r4 with secondary containment
chemical or petroleum fuel underground
storage tanks regulated under 15A NCAC 100
2IJ wfo secondary containment
500
50
100
560
50
DO NOT ISSUE
A aril bik with a ammeter that is at least la greater than the diameter of the casing must be used to drill the cased ptrticn of the well Grout should be ir►stsIed under Pressure.
In stallat1cn using a tremme pipe Is acceptable Ir the space to be grouted Is free of ebstrucba
Attachment B (Form GW-22V)
Form GW-22V
Page 5 Revised February 2013

11/29/22, 9:56 AM
about:blank
WPDT Report
Area of Interest (AOI) Information
Area : 3,134,508.57 ft2
Nov 29 2022 9:56:05 Eastern Standard Time
Pureels'{Posygons); Parcels; "" Projected Rothe
NonSystem-Roads — OUer State OeneyRoute
— Federal Route _ 'Secondary Route
"— NonSyitem -Primary Roads.
OtherSystem Roads , InterMme
- Ramps, Rest Ares, Non-Mairdine uS Route^
NC Route;,
Y4,514
A 0.0] 0.66
1 1. 1 5 ti
0 0.05' '0.1
0.12 ml
I..
0.2 km
NCOOT05 Unit Eei Moment/ tIafl COMWttts.C. ueel Ce.r sat.
p. Val.} 'tauten par, i noomoo,e4v, ILer enIL E,1 NENE. Garen
soMmo G Teumone: Me. KFTINASA, USG.- PA API US
Cra S C..ectu, USb& a x L EraA z VS..USGS, AG4 KVS .
about:blank 1/2

11/29/22, 9:56 AM about:blank
All North Carolina Department of Environmental Quality (NCDEQ) GIS data is expressly provided "AS IS" and "WITH ALL FAULTS". The
NCDEQ makes no warranty of any kind, express or implied, concerning this information, including but not limited to any warranties of
merchantability or witness for any particular purpose. The NCDEQ assumes no responsibility or legal liability concerning the Data's accuracy,
reliability, completeness, timeliness, or usefulness. The data is not intended to constitute advice nor is it to be used as a substitute for specific
advice from a professional. Users should not act (or refrain from acting) based upon information in the Data without independently verifying
the information and obtaining any necessary professional advice. Users are solely responsible for ensuring the accuracy, currency and other
qualities of any products derived from or in connection with the NCDEQ's Data. The Data is collected from various sources and may be
modified over time without notice to improve spatial andattribute accuracy. The NCDEQ disclaims responsibility for the spatial accuracy and
attribution of GIS features and makes no warranty concerning same.
about:blank
2/2

CARTERET COUNTY HEALTH DEPARTMENT
EVIRONMENTAL HEALTH
ON -SITE WATER PROTECTION
cDP #: 383020
SITE EVALUATION
for WATER WELL
OWNER: Bell Investment Group APPLICANT:
LOCATION OF SITE: 4712 South Shore Drive, MHC
Trey Humphrey
PROPOSED FACILITY: PROPERTY SIZE: DATE EVALUATED: it /12/22
TYPE WELL: ❑ Individual Drinking Water ❑ Shared Drinking Water ❑Irrigation 0 Geothermal (siting conf. only)
0 New Well 0 Replacement Well 0 Repair (as specified by certified well driller)
TYPE OF WASTEWATER: 0 Onsite Septic _installed _not installed 0 Municipal or Community Sewer
EVALUATED BY: B. Lyles
OTHER(S) PRESENT:
COMMENTS: rV 1 - kti pC c5tir
lry
ra 4 ✓� ri . c 1/ a/La C ne(.+t‘e."
nt1 j7Dwlvl. e--r
(1411 1. 'S Vac
S u r` oLf r jjt.v a ca,,, ry frh.
Show profile locations and other site features (dimensions, reference or benchmark, and North).

Carteret County, N.C.
.1 .1401. • .y .X S. )._t , •*: "� l
5�• �'i f .�. r
,11 1 — -� 1 ;I .. t,1'a4 *'`' ` �''
py 'r / " '' 'f,.'
' I 'k • ' :,t�!YI. l• }yF, - k
'V. 4F„ �y t.A.•,• i
_ i.. / -d' _ %' ii
_
IA •
""
` -kr -
TSiii
I�
- — S I y '' i kt'
:1:11
_ ,
' y {f% 11 - r' tikes--;
1 r-- . ` _ 1.4�A - P. s�•• Y7 fir,
}_-^•' "'' rev / '1
�,
I if
. •
L Li d;_i. •
L
r .'1..- � %. ton') S '" f" is ' t k, f
�;�.Lr
. C — — = 1 • , 1 t1r Ulf: \:. g:t :
s 0.66A 1i,.� • '.'cr;-f
YII ;r.
d s '
f. 1 �';:I
k % Ir
tr
ti jf __ �=_ ats`.fu,a.►� �. {t '� rr
y. , ��_ -.� at i 1 1 R r f • a .r.
�
4:---_ r # l+
m _L � ti it 4 St..
M1 ti
_ fir
A rl r� - =, lr'i } 4'r y + �.Y r: }r �C' f% ,
� � -`: ;em s i .ti. .1.. Y� !' [c, ,f i `i
- J.�� r5 . " M1 _ it 1
'
i : �������� rn . L " x i- f '�� f ! `",
— _ "
)}
4�l�il '. (1.12A) ,•I Y�_ �' �+ , ri ,
��} k 41 „All:
y
y.
1 ti-i
--Z _• >l.f_ } ' ...- y
:. .� 025A II, CIS •}}}�},�--
10.'26A. — — pUT4'I' fir.
} ... 836AF _—__—__�_ YF�-, .•�_M1S raw �' -ilk-�' -yy ,`
• Y
+V 1{ { t
r __YR-
O. ±' J fr }I;
1 • fir' ti l r' t rE
iti l •'i+l 1= ' ! % fit+ " �' ti s �y.• r� 1 -i y..�_=Y3�t {=" o:• IoAr.2�aaoiA ' {` :,' rr•E_.f= .,
4. A 1 = t '� s _Y 1 I. .+. _
,� --s-,-^ y-V`L >�-•`�`.._ '"`': 1 ' i '.. 1+ + r�r"�'
I,_ 1 � t (4.39A) _--
.0:78A "'•0.71A— 1 ,_ x, s .0
r71sr~ y�tiy'S_y�'�sy�y __{s — = '5, Y
k, .y;.--_ - • ,-If/.: _-=-' =
' 1 ,_++. 2ii.f i f
NO
1.3� i63
December 1, 2022
The information displayed by this website is prepared for the r,ventory of real property found within this jurisdiction and is compiled from recorded deeds, plats, and other public records and data. Users of this hformation are hereby notified that the aforementioned public primary
hformation sources should be consulted for verification of the hformation contained on this site. Carteret County assumes no legal responsibiity for the information contained on this site. Carteret County does not guarantee that the data and map services wil be available to users without
hterruption or error. Furthermore, Carteret County may modify or remove map services and access methods at will.

NOTES:
RT Country Club Rd
SITE
BOGUESOUND
(NVICINITY SCALE)
1 1
N/F DAVID LINDSAY
D.B. 837 PG. 123
NCPIN 636615621700000
ADDRESS: 400 TENNESSEE AVE.
ZONE R20
DECORATIVE
GATED
ENTRANCE
TRANSIST!0N CURB & GUTTER
INTO PAVER EDGE RESTRAINT
50057.48
4993.48
SOUTHAS
t50' PUBLIC R/W
•
r - r
•
LEGEND
•
EX ASPHALT TO BE
REMOVED AND REPLACED
WHERE SHOWN. CURB &
GUTTER TO BE FEATHERED
FLUSH WITH ASPHALT
AC - ACRE
BLDG - BUILDING
BRG - BEARING
BUA - BUILT UPON AREA
CF - CUBIC FEET
CL - CENTERLINE
DIP - DUCTILE IRON PIPE
DW - DRIVEWAY
EL - ELEVATION
EIR - EX. IRON ROD
.EDP - EDGE OF PAVEMENT
EX - EXISTING
FE - FINISHED ELEVATION
FF - FINISHED FLOOR
FT - FEET
GV - GATE VALVE
INV - INVERT
LF - LINEAR FEET
N 5063.95
E 5033.58
N/F JOSEPH LOGAN
D.B. 944 PG. 14
NCPIN 636619620477000
ZONE R15
MAX
MBL
MH
MIN
N/F
NHW
NT5
O.C.
RCP
R/W
SH
SIR
STA
TC
TSW
TYP
GRADE
BEAM
- MAXIMUM
- MINIMUM BUILDING LINE
- MANHOLE
- MINIMUM
- NOW OR FORMERLY
- NORMAL HIGH WATER
- NOT TO SCALE
- ON CENTER
- RADIUS
REINFORCED CONCRETE PIPE
- RIGHT-OF-WAY
- SHEET
SET IRON ROD
- STATION
- TOP OF CURB
- TOP OF SIDEWALK
TYPICAL
-7
PROPOSED WATERLINE
PROPOSED FORCEMAIN
EXISTING CONTOUR
PROPOSED CONTOUR
--Lo LAND DISTURBANCE LIMITS
—5f— SILT FENCE
-
•
STREET LIGHT
5'SIDEWALK
DRAINAGE EASEMENTS
COASTAL MARSH
SPORADIC MARSH
EX RIPRAP SILL
VEGETATED
DISPERSED
FLOW AREA
KEYSTONE
STEPDOWN
KEYSTONE
STEPDOWN
N 5050.43
5036.72
PERMEABLE
PAVEMENT/
AREA=8.428.75 SF
1
5' SIDEWALK
AREA=10.844.9E SF
COMMON AREA EXCLUDING
10' PERIMETER BUFFER = 14,773 SF
AREA TO BE UTILIZED FOR ACCESS
TO PELTIER CREEK, BOAT SLIPS,
BOARDWALKS, LANDSCAPING.COMMUNITY
OUTDOOR GATHERINGS
AREA=10,O49.17 SF
fE
PELTIER
CREEK
SOILS LINE
— YY BUFFER — — — r- — — — —
AREA=7.943.12 SF
- ~-VE9 ` `--
BOGUE SOUND
5' SIDEWALK
0
AREA-9.070.00 SF
~ .Jo' 6JFFER
EX SHEETPILE
RETAINING WALL
CAMA GP#80658
KEYSTONE
RETAINING WALL
AREA=30.198.53 SF
—1—
PROPOSED 145LF VINYL
SHEETPILE RETAINING WALL;
ALIGNMENT TO BE FIELD
DETERMINED BY CAMA
:074,f1MN
eig-
ht • 5EAL ::;•
36970 1
Li rC111
1] TOTAL TRACT AREA = 2.51 ACRES
COASTAL MARSH (LANDWARD NHW) = 0.005 ACRES
2) CURRENT ZONE PD
3) NUMBER OF LOTS 6
4) SETBACKS:
PERIMETER PD = 10'
FRONT 15'
SIDES = 5'
REAR = CAMA 30' BUFFER/50'DEO BUFFER
5) SMALLEST LOT = 7.941 SF (LOT 4)
6) AVERAGE LOT = 12.947.00 SF
7) DENSITY = 2.34 UNITS/ACRE
8) LINEAR FOOTAGE OF STREETS
SOUTH SHORE DRIVE = 290 LF
TOTAL = 290 LF
9) MAXIMUM BUILDING COVERAGE PER LOT 40%
10) MAXIMUM BUILDING HEIGHT 1S 50'
11) MAXIMUM BUILDING STORIES I5 FOUR (41
12) COVERED BUILDINGS ARE NOT ALLOWED ON COMMON AREA GROUNDS
13) BOUNDARY. TOPOGRAPHY & EXISTING CONDITIONS INFORMATION TAKEN FROM MAP
ENTITLED PELTIER POINT -BOUNDARY, TOPOGRAPHICAL & EXISTING CONDITIONS.
SURVEYED BY E. GLENN CORBETT. PLS OF THE CULLIPHER GROUP, PA DATED 7/21/2021.
14) PLAT NOT FOR RECORDING. ALL STAKING AND LOT INFORMATION TO BE VERIFIED
BY A PR❑FESSI❑NAL LAND SURVEYOR.
15) STREET LIGHTS TO BE INSTALLED EVERY 400 FEET. EVERY INTERSECTION AND
MAJOR ALIGNMENT CHANGES. DUKE PROGRESS ENERGY TO PROVIDE LIGHTING TO
MEET OR EXCEED THE REQUIREMENTS OF THE ORDINANCE.
16) FLOOD ZONES - AE ELB. VE EL9
TAKEN FROM FIRM PANEL NO. 6366. MAP NUMBER 3720636600J. DATED 7/16/2003
17) ALL INDIVIDUAL DRIVEWAYS AND SIDEWALKS SHALL BE PERMEABLE PAVEMENT TO
AVOID ADDITIONAL INCIDENTAL RUNOFF TO THE PERMITTED PERMEABLE PAVEMENT
ROAD AND SIDEWALK.
18) ALL SINGLE FAMILY HOMES SHALL DESIGN A ROOF GUTTER SYSTEM THAT EITHER
DISCHARGES AWAY FROM THE PERMITTED PERMEABLE PAVEMENT ROAD AND SIDEWALK
OR THE PERMEABLE PAVEMENT DRIVEWAY FOR EACH LOT SHALL BE DESIGNED TO
TREAT THE ADDITIONAL BUA.
191 PERVIOUS AREAS DRAINING TO THE PORTIONS OF THE PERMEABLE PAVEMENT SHALL
BE KEPT AT A MINIMUM AND SHALL INCLUDE ONLY FRONT YARD INCIDENTAL DRAINAGE.
COMMON PROPERTY LINE DRAINAGE MUST BE PROVIDED AND DIRECTED TOWARD BOGUE
SOUND. AND AWAY FROM INFILTRATING PERMEABLE PAVEMENT.
201 RESIDENTIAL MARINA FOR PRIVATE USE ONLY OF LOT OWNERS. ALL DOCKS DEEDED TO
PARTICIPATING LOT OWNERS OF 1-5 PER UDO 14-31 .2(L)10.
211 SITE SHALL COMPLY WITH APPROVED STATE STORMWATER PERMIT AND ANY REALLOCATION
OF BUILT UPON AREA SHALL BE APPROVED BY OEO.
22) BLANKET EASEMENT ACROSS THE ENTIRE PRIVATE RIGHT OF WAY TO BE DEDICATED TO
THE TOWN OF MOREHEAD CITY FOR OPERATION AND MAINTENANCE OF UTILITIES.
CHANNEL FROM
BOGUE SOUND TO
PELTIER CREEK
-------------
NO WETLANDS EXIST
LANDWARD OF ANY EXISTING
OR PROPOSED WALLS
REVISIONS
No.
BY
DATE
GYT
12/13/21
DESCRIPTION
ADDED MARJJ-1 &
EX. RIPRAP
SITE PLAN
PELTIER POINT
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: BELL INVESTMENT GROUP, LLC
ADDRESS: 408 TRYON DR.
GOLDSBORO, NC 27530
PHONE: [phone]
DESIGNED:
RDC/GYT
DRAWN:
RDC/GYT
CHECKED:
THE CULLIPHLR GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482
APPROVED:
GYT
SHEET Cl OF 7
PROJECT * 2940--001
DESIGN FILE: 2940-001/2940--001 CONSTRUCTION.dgn
20
10
0
20
40
irfr- 2Fr/r(
SCALE: 1 "= 20'
A., z 3 \7.0
GI AGE Y. TURNER, P.E.
DATE:
9/20/21
SCALE:
1 "= 20'

VEGETATED
DISPERSED
FLOW AREA
STEP DOWN RETAINING WALL
TO EL3.0
TOP OF RETAINING WALL EL4.0
STEP DOWN WALL TO EL3.0
N/F DAVID LINDSAY
D.B. 837 PC. 123
NCPIN 636615621700000
ADDRESS: 400 TENNESSEE AVE.
ZONE R20
TOP OF WALL EL. 4.0
• r - r - r .
•
EXFE3.68
5O'-Tt
PUBLIC R/W AS
LEGEND
EXFE4.06
FE3.86
EXFE3.69
. r
AC - ACRE
BLDG - BUILDING
BRG - BEARING
BUA - BUILT UPON AREA
CF - CUBIC FEET
CL - CENTERLINE
DIP - DUCTILE IRON PIPE
OW - DRIVEWAY
EL - ELEVATION
EIR - EX. IRON ROO
EOP - EDGE OF PAVEMENT
EX - EXISTING
FE - FINISHED ELEVATION
FF - FINISHED FLOOR
FT - FEET
GV - GATE VALVE
INV - INVERT
LF - LINEAR FEET
—SF—
FE3.80
SWALE
@ 0.41%
TAPER KEYSTONE
RETAINING WALL
WITH GRADE
TOP OF KEYSTONE
N/F JOSEPH LRETAINING WALL
E.0
D.B. 944 PG—'L7F'
NCPIN 636619620477000
ZONE R15
MAX
MBL
MH
MIN
N/F
NHW
NTS
O.C.
R
RCP
R/W
SH
SIR
STA
TC
TSW
TYP
PROPOSED WATERLINE
PROPOSED FORCEMAIN
EXISTING CONTOUR
PROPOSED CONTOUR
LAND DISTURBANCE LIMITS
SILT FENCE
TAPER KEYSTONE
RETAINING WALL
WITH GRADE
MAXIMUM
MINIMUM BUILDING LINE
MANHOLE
MINIMUM
NOW OR FORMERLY
NORMAL HIGH WATER
NOT TO SCALE
ON CENTER
RADIUS
REINFORCED CONCRETE PIPE
RIGHT-OF-WAY
SHEET
SET IRON ROD
STATION
TOP OF CURB
TOP OF SIDEWALK
TYPICAL
STREET LIGHT
5'SIDEWALK
DRAINAGE EASEMENT
COASTAL MARSH
SPORADIC MARSH
EX RIPRAP SILL
•
DAYLIGHT EL
2.5
1' EXCAVATION OF SURFACE
MATERIAL + MIN 10'PERIMETER
AROUND PERMEABLE PAVEMENT
SURFACES. BACKFILL WITH CLEAN
FINE/MEDIUM SAND MATERIALS
.tr gUF,�ER ` 7
.5
r - _ 5 y t l 4 l y 4
TOP OF KEYSTONE
BULKHEAD EL4.0.
— — — — 665 r. — ` —
PELTIER
CREEK
--------------
FE6.H5
-30' BUFFER
vE 9
BOGUE SOUND
s•G
S'0-
-0
= u� 4(JNE
- _ AE13 _ ----
►
►-
a---
.00
—
-5 ' 0-
7 BJFFFB--.'1' EXCAVATION OF SURFACE
MATERIAL + MIN 10'PERIMETER_ — —
AROUND PERMEABLE PAVEMENT —
SURFACES. BACKFILL WITH CLEAN
FINE/MEDIUM SAND MATERIALS
►,
z"
-:-- "_
` - _
.- V 1 yyi�•�-- -h
�.
- • ► --
.- rn
�.
00111110114114
CAR. oe,p
■ SEAL �• ■ . C
36970 ■
■
Sys --■■■■■
♦se
f►►►►►�rirrtsw ► ►►►►,
CLIENT: BELL INVESTMENT GROUP, LLC
ADDRESS: 408 TRYON DR.
GOLDSBORO. NC 27530
PHONE: [phone]
STORMWATER DATA
TRACT AREA = 2.51 AC (109.350.62 SF)
ON -SITE EX. BUILT UPON AREA = 8,876 SF
OFF -SITE EX. BUILT UPON AREA = 242 SF
COASTAL WETLANDS = 220 SF (LANDWARD OF NHW)
LOW DENSITY PROJECT AREA = 100,254.62 SF
12% BUILT UPON AREA = 12,030 SF
TOTAL ALLOWABLE BUA = 21,148 SF
RECEIVING STREAM = BOGUE SOUND
CLASS = SA;HOW
STREAM INDEX = 20--23-(8. 5 )
PROPOSED BUA
STREET
SIDEWALK
LOT BUA
FUTURE
TOTAL
= 5,231
= 712
14,700
= 505
21,148
SF (N0 PERVIOUS CREDIT)
SF (NO PERVIOUS CREDIT)
SF
SF
SF
PERVIOUS PAVEMENT STREET = 5,911 SF
PERVIOUS PAVEMENT SIDEWALK = 1,144 SF
LOT BUA
LOT 1 = 2,400 SF
LOT 2 = 2.400 SF
LOT 3 = 2.400 SF
LOT 4 = 2.300 SF
LOT 5 = 2.400 SF
LOT 6 = 2.800 SF
CHANNEL FROM
BOGUE SOUND TO
PELTIER CREEK
NOTES
1. BULKHEAD ALIGNMENT AND KEYSTONE WALL PLACEMENT
PER THE CONTRACTOR AND RONALD D. CULLIPHER. PE
OF THE CULLIPHER GROUP. PA.
2. SHOULD ANY DRAINAGE ISSUES ARISE AFTER CONSTRUCTION
ALONG COMMON PROPERTY LINES WITH ADJACENT OWNERS.
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
ADDRESS AND ALLEVIATE.
3. ALL INDIVIDUAL DRIVEWAYS AND SIDEWALKS SHALL BE PERMEABLE
PAVEMENT TO AVOID ADDITIONAL RUNOFF TO THE PERMITTED PERMEABLE
PAVEMENT ROAD AND SIDEWALK. DRAINAGE FROM INCIDENTAL PERVIOUS
(VEGETATED/ AREAS SHALL BE MINIMIZED BY GRADING THOSE AREAS
AWAY FROM THE PERMITTED PERVIOUS PAVEMENT.
4. ALL SINGLE FAMILY HOMES SHALL DESIGN A ROOF GUTTER SYSTEM
THAT EITHER DISCHARGES AWAY FROM THE PERMITTED PERMEABLE
PAVEMENT ROAD AND SIDEWALK OR THE PERMEABLE PAVEMENT DRIVEWAY
FOR EACH LOT SHALL BE DESIGNED TO TREAT THE ADDITIONAL BUA.
REVISIONS:
No. BY DATE DESCRIPTION
I GYT 12/13/21 MARSH & EX. P F
EXPRESS COMMENTS
GRADING & STORMWATER MANAGEMENT PLAN
PELTIER POINT
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
DESIGNED:
RDC/GYT
DRAWN:
RDC/GYT
CHECKED:
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
15IA HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482
APPROVED:
GYT,
SHEET C2 OF 7
PROJECT 2940-001
DESIGN FILE: 2940-001/2940-'-001 CONSTRUCTION.dgn
20
10
0
SCALE: 1H= 20'
20
40
3-uku.,N 17- k 3 VIA)
GI R Y. TURNER, P.E.
DATE:
9/20/21
SCALE:
1 "= 20'

Cts
VEGETATED
DISPERSED
FLOW AREA
STEP DOWN RETAINING WALL
TO EL3.0
TOP OF RETAINING WALL EL4.0
STEP DOWN WALL TO EL3.0
N/F DAVID LINDSAY
O.B. 837 PG. 123
NCPIN 636615621700000
ADDRESS: 400 TENNESSEE AVE.
LAND DISTURBANCE. 2.5AC
INCLUDES TWALU NEL . 4.
CONSTRUCTION TO
TENNESSEE AVENUE
SOS -11-1
(50' PUBLIC R'W
EXFE3.68
FE3.62
FE3.80
EXFE4.06
LEGEND
AC
BLDG
BRG
BUA
CF
CL
DIP
DW
EL
EIR
EOP
EX
FE
FF
FT
GV
INV
LF
FE3.86
ZONE R20
SWALE
@ 0.41%
TEMPORARY
SEDIMENT TRAP
LENGTH= 42'
WIDTH= 22'
DEPTH= 3.5'
EXFE3.89
.�.r•~'~ TAPER
WALL
KEYSTONE
WITH GRADE
ACRE
- BUILDING
- BEARING
- BUILT UPON AREA
- CUBIC FEET
CENTERLINE
- DUCTILE IR❑N PIPE
- DRIVEWAY
- ELEVATION
- EX. IRON ROD
- EDGE OF PAVEMENT
EXISTING
- FINISHED ELEVATION
- FINISHED FLOOR
- FEET
GATE VALVE
INVERT
- LINEAR FEET
TOP OF KEYSTONE
N/F JOSEPH [RETAINING WALL
EL7.0
D.B. 914 PC-. 14
NCPIN 636619620477000
ZONE R15
MAX
MBL
MH
MIN
N/F
NHW
NT5
❑.C.
R
RCP
R/W
SH
SIR
STA
TC
TSW
TYP
TAPER KEYSTONE
RETAINING WALL
WITH GRADE
- MAXIMUM
- MINIMUM BUILDING LINE
- MANHOLE
- MINIMUM
NOW OR FORMERLY
- NORMAL HIGH WATER
- NOT TO SCALE
- ON CENTER
- RADIUS
- REINFORCED CONCRETE
RIGHT-OF-WAY
- SHEET
- SET IRON ROD
- STATION
- TOP OF CURB
- TOP OF SIDEWALK
- TYPICAL
PIPE
W - PROPOSED WATERLINE
- LO-
- SF-
PROPOSED F❑RCEMAIN
EXISTING CONTOUR
PROPOSED CONTOUR
LAND DISTURBANCE LIMITS
SILT FENCE
STREET LIGHT
5'SIDEWALK
DRAINAGE EASEMENTS
COASTAL MARSH
SPORADIC MARSH
EX R[PRAP SILL
TEMPORARY
SEDIMENT TRAP
LENGTH= 42'
WIDTH= 22'
DEPTH= 3.5'
LAND DISTURBANCE. 2.5AC
GROUND STABILIZATION REQUIREMENTS
SITE AREA DESCRIPTION
STABILIZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES. SWALES. DITCHES AND SLOPES
7 DAYS
NONE
HIGH OUALITY WATER ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE. EXCEPT FOR PERIMETERS AND HOW ZONES.
DAYLIGHT EL 2.5
TEMPORARY
DIVERSION
DITCH
PG
0
ca
0
TEMPORARY
DIVERSION
DITCH
- MARINA -NO-T--S-HOWN
SILT FENCE
FE6.85
VE9
BOGUE SOUND
-
SEED BED PREPARATION
LIME 2 TONS/AC
10-10-10 1.000 LBSIAC
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
TEMPORARY SEEDING MIXTURE
1DEIMBER 1 -APRIL 151
RYE (GRAIN) 120 LBSIAC
KOBE LESPEDEZA [SCARIFIED]---50 LBSIAC
(OM1T ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER 15 NOT
TO EXTEND BEYOND JUNE)
[APRIL 15 -AUGUST 151
GERMAN MILLET 40 LBS/AC
!AUGUST 15- DECEMBER 301
RYE (GRAIN[ 25 LEIS/AC
{IF IT I5 NECESSARY TO EXTEND TEMPORARY COVER BEYON JUNE
OVERSEED WITH 50LB/AC KOBE.)
PERMANENT SEEDING MIXTURE
TALL FESCUE 60 LOS/AC
PENSACOLA BAHIAGRASS 50 LBS/AC
SERICEA LESPEDEZA 30 LBS/AC
KOBE LESPEDEZA 10 LBS/AC
TEMPORARY
DIVERSION
DITCH
FE7.35
G•r
SILT FENCE
15.
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SER10EA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE 1S DESIERED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR 70 MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE ISWALES & DITCHES)
COMMON BERMUDAGRASS B0 LBS/AC
MULCHAW INQUG
STRAWIWHEATALITY SHALL BE DRY. UNCHOPPEO 8 UNWEATHERED)
T. OATS. BARLEY.RYE} 1-2 TONS/AC (AFTER SEEDING[
[STR
ASPHALT TACK 200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
A5 A MULCH ANCHORING TOOL.
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW[ SHALL COVER THE BOTTOM OF
SWALES 8 DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
AS PREVIOUSLY INSTRUCTED.
MAINTENANCE
1F GROWTH IS LESS THAN FULLY ADEOUATE. REFERTILIZE IN THE SECOND YEAR
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SCHEDULE
TEMPORARY
SEDIMENT TRAP
LENGTH= 42'
WIDTH= 22'
DEPTH= 3.5'
---5•0--
TEMPORARY
SEDIMENT TRAP
LENGTH= 42'
WIDTH= 22'
DEPTH= 3.5'
TEMPORARY
DIVERSION
DITCH
7107
1. INSTALL STONE CONSTRUCTION ENTRANCE.
2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
3. CLEAR AND GRUB THE AREA. PROTECTING EXISTING SHORELINE.
4. WHERE DESIGNATED ON THE PLANS. EXCAVATE ONE FOOT OF EX1ST[NG MATERIAL AND BACKFILL WITH
CLEAN SAND PER SOILS REPORT FOR INFILTRATING PERVIOUS PAVEMENT. EXCAVATED SURFACE MATERIALS
SHALL BE EXPORTED AWAY FROM THE INFILTRATION AREAS.
5 CONSTRUCT AND STABILIZE PERIMETER DIKE WHERE SHOWN ALONG SHORELINE PRIOR TO MASS FILLING THE
SITE. CONSTRUCT TEMPORARY DIVERSION DITCHES AND SEDIMENT TRAPS. BEGIN FILLING THE SITE AND
GRADING TO DRAIN TOWARDS TEMPORARY DIVERSION DITCHES AND SEDIMENT TRAP.
6 BEGIN FILLING THE SITE AND GRADING TO DRAIN TOWARDS TEMPORARY DIVERSION DITCHES AND SEDIMENT
TRAPS. ROUGHT GRADE THE PROPOSED ROAD
7 ROUGH GRADE THE PROPOSED ROAD. GRADE AND MAINTAIN MAX 2% SLOPE AT PERVIOUS PAVEMENT
SUBGRADE LOCATIONS BY EITHER TERRACING DR CONSTRUCTING A PERMANENT BARRIER AT TERRACES.
CONTINUING FILLING THE SITE TO THE PROPOSED GRADES.
8. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 7 DAYS OF LAND DISTURBANCE.
9. INSTALL UTILITIES.IWATER. SEWER. ELECTRIC. ETC.)
1Q. FINE GRADE SITE AND STREET.
11. PLACE AGGREGATE BASES PER THE DETAIL AND PROTECT THE SURFACE OF THE BASE AGGREGATE WITH
PERMEABLE GEOTEXTILE AND AN ADDITIONAL 2 INCHES THICK LAYER OF THE SAME BASE AGGREGATE OVER
THE GEOTEXTILE IN AREAS OF CONSTRUCTION TRAFFIC. INSTALL OBSERVATION WELLS AS INDICATED ON
DRAWING AND PROVIDE PROTECTION DURING CONSTRUCTION. INSTALL CONCRETE EDGE RESTRAINTS.
12. REMOVE STONE CONSTRUCTION ENTRANCE.
13. PAVE PORTION OF SOUTH SHORE DRIVE. INSTALL PERVIOUS PAVEMENT WITHIN THE DEVELOPMENT.
14. ONCE CONSTRUCTION TRAFFIC HAS CEASED AND ADJACENT SOILS ARE VEGETATED REMOVE THE GEOTEXTILE
AND SOILED AGGREGATE AND INSTALL THE REMAINDER OF THE PICP SYSTEM PER THE PLANS. IF ADDITIONAL
CONSTRUCTION TRAFFIC USES THE INSTALLED PICP SYSTEM. SURFACE MUST BE PROTECTED WITH A WOVEN
GEOTEXTILE AND MINIMUM 2 INCHES OF ASTM NO.5 OPEN -GRADED AGGREGATE LAYER. THE AREA PROTECTED UPON
COMPLETION SHALL BE VACUUMED WITH A MACHINE CAPABLE OF REMOVING ONE INCH OF STONE FROM THE JOINTS
OR UNTIL NO TRACES OF SEDIMENT 15 PRESENT. FILL THE JOINTS AGAIN WITH CLEAN STONES AND SWEEP PICP
SURFACE CLEAN. PAVEMENT SHOULD BE TESTED TO VERIFY INFILTRATION RATES.
15. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
1G. REMOVE SILT FENCE AND TEMPORARY SEDIMENT TRAPS. REGRADE ANY ERODED AREAS AND REMOVE ANY
ACCUMULATED SEDIMENT.
CLIENT: BELL INVESTMENT GROUP, LLC
ADDRESS: 408 TRYON DR.
GOLDSBORO, NC 27530
PHONE: [phone]
CONSTRUCTION SEQUENCE
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND
EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT
LEAST ONCE A WEEK. REPAIRS REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE
DIMENSION AND FUNCTIONS INDICATED ON THE PLAN.
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5
FEET DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO
MAINTAIN BARRIER.
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED AS NECESSARY ACCORDING
TO THE SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
MAINTENANCE PLAN
CHANNEL FROM
BOGUE SOUND TO
PELTIER CREEK
DISTURBANCE. 2.5AC
REVISIONS:
No. BY DATE
DESCRIPTION
GYT
1077/21
LO 10.04.2I RPI
2
GYT
12/13/21
MARSH& EX.RIPRAP;
EXPRESS COMMENTS
EROSION CONTROL PLAN
PELTIER POINT
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
DESIGNED:
RDC/GYT
DRAWN:
RDC/GYT
CHECKED:
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482
APPROVED:
DATE:
GYT
SHEET C3 OF 7
PROJECT * 2940-001
DESIGN FILE: 2940-001/2940--001 CONSTRUCTION.dgn
20
10
0
20
40
ir(/4,pegi
SCALE: 1 "= 20'
•
A-LAA, 013 \lc 21
GER Y. TURNER, P.E.
9/20/21
SCALE:
1 'r= 20'

I -
-4
Ex. " 0IATERLINE
LEGEND
AC
BLDG
BRG
BUA
CF
CL
DIP
DW
EL
EIR
EDP
EX
FE
FF
FT
GV
INV
LF
•
EX.2"BLOW OFF
TO BE REMOVED
OR ABANDONED
(FIELD VERIFY
LOCATION) _
a
- -
:XL:WI-111
,� e„WA ERLIid
TTA6SI "POSQ -pR0 a y LOCATIO���� ��
62GPM -�" •� _ _ �' pS-Bil1LT5 Fltwl.Q VER1F ���--•...._.. S�
��•` - `WATERLINE [PER SOUTH _ _
LOCATE EX. TEE AND
ASSOCIATED 2" VALVES
OR FITTINGS. EXTEND
6" SOR-21 WATERLINE
STA 0+00.00
- ACRE
- BUILDING
BEARING
BUILT UPON AREA
CUBIC FEET
- CENTERLINE
- DUCTILE IRON PIPE
- DRIVEWAY
- ELEVATION
- EX. IRON ROD
- EDGE OF PAVEMENT
- EXISTING
- FINISHED ELEVATION
- FINISHED FLOOR
- FEET
GATE VALVE
- INVERT
- LINEAR FEET
- w-
- 7-
- L a--
- SF-
MAX
MB L
MH
MIN
N/F
NHW
NTS
0.0
R
RCP
R/W
SH
SIR
STA
TC
TSW
TYP
PROPOSED WATERLINE
PROPOSED FORCEMAIN
EXISTING CONTOUR
PROPOSED CONTOUR
LAND DISTURBANCE LIMITS
SILT FENCE
1CJ
0
-5
0
0
0
0
N
7
07
w
-
- MAXIMUM
- MINIMUM BUILDING LINE
- MANHOLE
- MINIMUM
- NOW OR FORMERLY
NORMAL HIGH WATER
- NOT TO SCALE
- ON CENTER
- RADIUS
- REINFORCED CONCRETE PIPE
- RIGHT-OF-WAY
SHEET
- SET IRON ROD
- STATION
- TOP OF CURS
- TOP OF SIDEWALK
- TYPICAL
STREET LIGHT
5'SIDEWALK
DRAINAGE EASEMENTS
•
•
• • • r -
PROPOSED
6"WATERLINE
.16"STEEL CASING. MIN.
1OLF EACH SIDE
OF SIGN STRUCTURE 1
(APPROXIMATE LOCATIO )
ALL WATER SERVICES LOCATED
IN PAVED AREAS SHALL BE SLEEVED
L
- L
L
E,X I5T ING
GRADE
L
J
0
0
0
LOCATE EX. ,TEE AND
ASSOCIATED 2" VALVES
OR FITTING EXTEND
6" SDR-21 ATERLINE
6" SDR-21
WATERLINE {LOFT 20.5')
r
0
a
0
0
Ur
Isi
❑
LD
❑
a)
Ld
L
PLAN VIEW
20
10
0 20
40
r,
Yr‘r
i7
(
) ) ,
SCALE
HORIZONTAL: 1"= 20'
VERTICAL : 1"= 2'
PROPOSED
FIRE HYDRANT
TILITY EASEMENT
SEWER
SERVICE.
TYPICAL
SLEEVED WATER
SERVICE. TYPICAL
ALL SERVICES
6x2 RED
ARRIER
I �
-...,----.._.-- .-_50' BUFFER•--
MH2
STA 4+46.16
RIGHT 24.50
RIM 6.75
INV OUT 0.48
INV IN 0.58
m
Q7
ni
CJ
^" EX MH
0 STA 2+18.71
+r'r
Cv
-v
ow
L 100.00'
e -0.23'
0
I0,
OLP
ob
*r
+
w
RIGHT 3.20
EX RIM 4.04 (ADJUST AS NEEDED)
L_PROPOSED RIM 4.30
FLOWLINE -1.25
BENCH -0.73
CORE MANHOLE -0.60
ti
Ln
m
CL
w
PROPOSED
GRADE
I I I
0
a
rJ
16"STEEL CASING. MIN
1OLF EACH SIDE
OF SIGN STRUCTURE
(APPROXIMATE LDCA ION)
w
rn
rU
1' EXCAVATION DF SURFACE
MATERIAL + MIN 10 PERIMETER,
AROUND PERMEABLE PAVEMENT
SURFACES, BACKFILL WITH CLEAN
FINE/MEDIUM SAND MATERIALS
131.6 LF 8" SDR35 SEWER 0 0.45%
- MH1
STA 3+71.27
R I"GHT 24.93
-R-I'M E.75
INV OUT 0.05
INV IN 0.15
0. 5i%
0
•
co
cn
MH3
RIGHT
RIM 7.10
INV OUT 0.90
INV IN 1.00
{
I
MAINTAIN MINIMUM 18" SEPARATION
WATER OVER SEWER OR FERROUS
MATERIALS USED FOR WATER 8. SEWER
PER 15A NCAC 18C .0906
MH3 MH
STA 5+33.67 STA 5+59.86
RIGHT 41.74 LEFT 31.12
RIM 7.10 RIM 7.25
INV OUT 0.90 INV OUT 1.35
INV IN 1.00 cn
w
J
CO CC
aw
mcc
w --
cc Cr
wa
Cm
70.9 LF 8" SDR35 SEWER @ 0 45%
0
0
0
rr]
7
L
L
L.
FIRE HYDRANT
STA 4+35.74
C
D0%
0.57%
L
L
2" SDR-21 WATERLINE
2' OFF CUL-DE-SAC
I I GFTT OF WAY
In
+
rn
7
rZ
❑'
Lf71
•I
>I
a)I
66.3 LF 8" SDR35 SEWER @ 0.45%
J
.131°
O
Lb
ter`
a rr)
O -
CD
❑• +
Ln
w
a7
Lon
Ln
rr7
ti
J
73.5 LF 8" SDR35
SEWER @ 0.45%
PROFILE TAKEN ALONG CENTERLINE
OF PROPOSED ROAD
a
a
a
0
r
a
a
0
a)
10
5
50euP1-6-R _ .
CC
Z 0
0
w
Z
0
o'
0
NVESTMENT
J
m
STA0+00.00-STA5+56.37
w
J
Lr_
0
0
06
z
J
IZ
•
z
w
z
0
J
a
0
z
0
U
00
0
rn
Lr-1
•C
CC
0
za
0Q
r0
CC CCI
H-(t)
0
ao
00
VCD
ADDRESS:
rn
919-580-6247
LL.1
z
0
CL
Tr
Z
0
o.
a
0
u's
CAROLINA
CO.,NORTH
CITY,CARTERET
MOREHEAD
PROJECT • PM2940-001
DESIGN FILE: PM2940-001/PM2940-001 CONSTRUCTION,dgn
PROFILE VIEW
z
U
0

CONCRETE PAVERS MIN. 3-I•"
THICK FOR VEHICULAR TRAFFIC
(SEE NOTE 11
MIN TOP EL 5.75
MIN
a
BOTTOM EL
2'MIN
SHWT EL 2.3
NOTES:
TYP. NO. 78 AGGREGATE
IN OPENINGS
300QPS1 12"x 12" CONCRETE EDGE RESTRAINT
SET FLUSH WITH PAVERS WITH 2 5
LONGITUDINAL BARS AND CONTROL JOINTS 8 10'-0" O.C.
Il>I Il.IL, Li ,.
2" THICK WASHED NO. 78
AGGREGATE BEDDING COURSE
4" THICK WASHED NO. 57 STONE
OPEN --GRADED BASE
8' THICK WASHED NO. 2 OR 3 STONE SUBBASE
12" WIDE GEOTEXTILE ALONG PERIMETER.
TURN UP AT CONCRETE EDGE & EX.CURB
E00 NOT COVER ENTIRE TOP OF BASE]
SUBBASE EXTENDS BEYOND RESTRAINT
TO PROVIDE WORKING PLATFORM FDR
INSTALLATION
SOIL SUBGRADE (SCARIFIED)
GRADE NOT TO EXCEED 0.51
HEAVY DUTY GEOTEXTILE (RECOMMEND MIRAFI
RS280i OR 380i. OR APPROVED EQUAL) PER
MANUFACTURER RECOMMENDATIONS: NOT
RECOMMENDED PER NCDEO
1. PICP SHALL BE INSTALLED BY EXPERIENCED !CPI CONTRACTORS WITH PICP CONSTRUCTION.
INSPECTION AND DETAILING SKILLS.
2. PERMEABLE PAVEMENT AREAS SHALL EXCAVATE 1 FOOT OF EXISTING SOILS AND BACKFILL
WITH CLEAN FINE TO MEDIUM SAND MATERIAL. SEE SHEET 2 FOR EXTENT OF EXCAVATION.
SCALE: NOT TO SCALE
PERMEABLE INTERLOCKING
CONCRETE PAVERS
3000PSI 12"x 18" CONCRETE EDGE RESTRAINT
SET 1/4" BELOW TOP OF PAVERS WITH 2 -st5
LONGITUDINAL BARS: CONTROL JOINTS e
10'-0" Q.C.
CONCRETE
PAVERS
000 C C 0000 ?,S.
il
r
SEE PERMEABLE INTERLOCKING
CONCRETE PAVERS DETAIL
noa ono o�
1nQ 000
SAWCUT AT EXISTING ASPHALT
LOCATIONS AND SEAL JOINT
PROPOSED/
EXISTING
SUBGRADE
1-4
3'I-3-
SOIL SUBGRADE [SCARIFIED]
PROPOSED/EXISTING
ASPHALT
PROPOSED/EXISTING
SUBBASE
12" (300 MM1 WIDE GEOTEXTILE
ALONG PERIMETER - TURN UP AT
CONCRETE (DO NOT COVER ENTIRE
TOP OF BASE'
NOTE:
AT EXISTING CURB LOCATIONS
INSTALL GEOMEMBRANE ALONG
THE FRONT FACE OF THE CURB
AND EXTEND THE DEPTH OF THE
PROPOSED PAVER PAVEMENT
STRUCTURE OVERLAPPING THE
PAVEMENT STRUCTURE 12" TO
PREVENT SOFTENING OF MATERIAL
UNDER THE EXISTING CURB
HEAVY DUTY GEOTEXTILE {RECOMMEND MIRAFI
R52801 OR 380i. OR APPROVED EQUAL) PER
MANUFACTURER RECOMMENDATIONS: NOT
RECOMMENDED PER NCOE0
SCALE: NOT TO SCALE
STEEL POST
WIRE FENCE
8'MAX.STANDARD STRENGTH FABRIC
WITH WIRE FENCE
6'MAX.EXTRA STRENGTH FABRIC
WITHOUT WIRE FENCE
!!MINE
NVNIRIMMEgam 1 N N�IIMJN#1fCll ft1%1llllrt
EIA1g1/111r11 rIwuH1 r:7MMNIf1man .R '!" s
ITrolwuuli - i�f.
PLASTIC OR
' -1 =I tp. WIRE TIES
NATURAL C hE
GROUND
F .-40=It IIFRlI
24"
B "DOWN & 4"'.'•
.'FORWARD ALONG'
j;'�TIiE_TRENCH_,_ Vw_,•,�
FILTER
FABRIC
Iu17,„11-1 ..
WIRE FENCE
STEEL POST
24"
FILTER FABRIC
.01 BACKFILL TRENCH
AND COMPACT
THOROUGHLY
NATURAL
R ❑ ' °
A . o ! OPEUND
o ,.M { UPS
a
o 0 0 q"
° ❑ r
O J 0 0 0
CROSS SECTION
VIEW
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE.
CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND A5 CLOSE AS POSSIBLE
TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST
1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
0. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT
LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE
FOR A TOTAL OF 4 TRIPS.
TOP OF SILT FENCE
MUST BE AT LEAST T'
ABOVE THE TOP OF
THE WASHED STONE.
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET I5 COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERINC.
OUTLET FRONT VIEW STEEL POST SET
MAX 2' APART MIN
2' INTO SOLID GROUND
STEEL POST
WOVEN WIRE FABRI
HARDWARE CLOTH
FILTER OF 457
WASHED STONE
B"MIN
6t."
I BURY 6" UPPER EDGE
BURY WIRE FENCE,
WIRE FENCE AND 4' OF FILTER FABRIC
FILTER FABRIC. HARDWARE CLOTH APRON IN TRENCH
AND HARDWARE
CLOTH IN TRENCH.
16"MIN
3' FILTER FABRIC
APRON ON GROUND
OUTLET SECTION VIEW
SCALE: NOT TO SCALE
RESULTANT THRUST AT FITTING
AT 150 P.S.I. WATER PRESSURE
TOTAL POUNDS
NORMAL
PIPE DIA
DEAD
END
SO"
BEND
45'
BEND
22 1/2'
BEND
11 1/4•
BEND
4"
2.700
3.600
2.100
1.100
530
6"
5.600
8.000
4.300
2.200
1,100
8"
9.700
13.600
7.400
3.600
1.900
10"
14.500
20.500
11.100
5.700
2.800
12"
20.500
29.000
15.700
6.000
4.000
14"
27,600
39.000
21,100
11.000
5.400
16"
35.700
50.400
27.300
14.000
1.000
18"
44.800
63.400
34.400
17.500
8.806
20"
55,000
77,800
42.100
25,500
10.600
24"
78.500
111.000
60.000
31.600
55.400
30"
120.600
170.600
95.300
47.100
23.600
36'
172.000
274.400
132.300
67.500
33.900
42"
233.300
330.000
178.600
91.000
45.700
40"
304,000
430.000
232.700
110.600
59.800
54"
354.100
543.200
294.000
149.000
75.300
SOIL
MUCK
SOFT CLAY
SILT
SANDY SILT
SAND
SANDY CLAY
HARD CLAY
BEARING LOAD
(LB./SO FT. 1
0
1.000
1.500
3.00❑
4.000
6.000
9,000
TYPES OF THRUST BLOCKING
e.
1. THRU LINE CONNECTION. TEE
2. THRU LINE CONNECTION. CROSS USED AS TEE.
3. DIRECTION CHANGE. ELBOW
4. CHANGE LINE SIZE, REDUCER
5. DIRECTION CHANGE. TEE USED AS ELBOW
6. DIRECTION CHANGE. CROSS USED AS ELBOW
7. DIRECTION CHANGE
TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK. DIVIDE
THE TOTAL FORCE BY THE BEARING VALUES OF THE SOIL. THE
QUOTIENT WILL BE THE SIZE OF THE BEARING AREA OF THE THRUST
BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS TYPES
OF SOILS ARE LISTED IN THE TABLE. NO RESPONSIBILITY CAN BE
ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE DUE TO THE
WIDE VARIATION OF BEARING LOAD CAPACITIES FOR EACH SOIL TYPE.
SCALE: NOT TO SCALE
MOUND BACKFILL OVER
TRENCH TO ALLOW FOR
SETTLEMENT
METALLIC TRACING TAPE 1' ABOVE
ALL PVC WATER MAIN
UNCLASSIFIED BACKFILL
85% STANDARD PROCTOR
SELECT BACKFILL COMPACTED
TO 957. MODIFIED PROCTOR -
USE HAND OPERATED EQUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST
OF FIRM. STABLE MATERIAL & SHALL
PROVIDE UNIFORM SUPPORT
THROUGHOUT LENGTH OF PIPE.
MAINTAIN 3' OF COVER OVER PIPE OR USE DUCTILE IRON PIPE
SCALE: NOT TO SCALE
METALLIC TRACING TAPE
1' ABOVE ALL
PVC WATER MAIN
SELECT BACKFILL (SAND -FILL] COMPACTED
70 97% MODIFIED PROCTOR
IN AREA TO BE PAVED
SELECT BACKFILL COMPACTED
70 95% MODIFIED PROCTOR -
USE HAND OPERATED EQUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST
OF FIRM. STABLE MATERIAL & SHALL
PROVIDE UNIFORM SUPPORT
THROUGHOUT LENGTH OF PIPE.
MAINTAIN 3' OF COVER OVER PIPE OR USE DUCTILE IRON PIPE
SCALE: NOT TO SCALE
WATER PIPE TRENCH DETAIL
OUTSIDE PAVED AREA
WATER PIPE TRENCH DETAIL
AREA TO BE PAVED
THRUST BLOCKING DETAIL
SILT FENCE AND OUTLET
PVC
PIPE
MECHANICAL JOINT
FITTING. TYP.
ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED 5O
THAT BOTH JOINTS WIII BE A5 FAR AWAY FRTTN THE
SEWER AS POSSIBLE
0
00IP w
TER PIPE
+QIP PER TOWN OF MOREHEAD CITY
WATER UNDER SEWER
PVC PIPE
MECHANICAL JOINT
FITTING. TYP.
TIE RODS OR
GRIP RINGS.
TYPICAL
BLOCKING
SEE DETAIL
SCALE: NOT TO SCALE
PIPE DIA.+ 24"
BACKFILL WITH SAND FROM
TRENCH EXCAVATION. COMPACT
TO 985 MODIFIED PROCTOR
IF UNDER PAVEMENT OR WITHIN
10 FEET OF ANY PAVEMENT
OR OTHER FOUNDATIONS
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR PROVIDE
SHORING.
BACKFILL USING MATERIAL
FROM TRENCH EXCAVATION
AND COMPACT TO 98'S
MODIFIED PROCTOR.
NO. 57 STONE BEDDING FROM
MINIMUM OF 6" BELOW PIPE TO
TOP OF PIPE.
SCALE: NOT TO SCALE
NOTET
1 INSTALL CONCRETE DONUTS AROUND ALL CLEANOUTS.
2 IF LESS THAN 36"COVER. MAIN & SERVICE PIPE
SHALL BE DUCTILE IRON PIPE.
FINISH GRADE
1.0% MIN.
SDR-35 IN
LINE WYE WITH
SCH 40 STUB OUT
4"PVC CAP
NOTE: IF LESS THAN 36" COVER
MAIN AND SERVICE PIPE SHALL
BE DUCTILE IRON PIPE
CAST IRON BOX
W/ BRICK SUPPORTS
SCH 40 SCREW
ON PLUG
SCALE: NOT TO SCALE
SEWER PIPE TRENCH
Afik
SANITARY SEWER SERVICE
GRADE BEAM BETWEEN
PERMEABLE & IMPERMEABLE PAVEMENT
2% MAX
TOWARD 0 STREET
INIENESSIMIN
r
sVIN
6"PERVIOUS
CONCRETE
12" 457 WASHED STONE
SUBGRADE SLOPED
AT 2.0'S MAX
NOTE: SECTION FOR SIDEWALK ONLY
SCALE: NOT TO SCALE
f
dC
LOCKABLE CAP FLUSH
WITH SURFACE
PERMEABLE PAVEMENT
RIGID 4"-6"DIA
PERFORATED PVC PIPE
4"-6"INTO
SUBGRADE
SUBGRADE.
SCALE: NOT 70 SCALE
PROPOSED KEYSTONE
RETAINING WALL
EX.GRAOE VARIES SLOPE 5 1
I I I=1 I I -III -I l �-
=1117:1111 I G !- I I ICI
11-111-111 ,111 ,11 !-I 11 1111111
IF NECESSARY, LINE
SLOPES WITH
EXCELSIOR BLANKET
5'SOTTOM
6"MIN
SLOPE VARIES
=f I _ l--
II II l 111111i i 111 1�11-111�111_
SCALE: NOT TO SCALE
VEGETATED SWALE
et PERVIOUS CONCRETE SIDEWALK
e OBSERVATION WELL
IMPERMEABLE GEOTEXTILE LINER
SEPARATING THE TWO SYSTEMS.
MUST RE PHOTOGRAPHED DURING
CONSTRUCTION AND SUBMITTED
TO NCDE❑ AS VERIFICATION OF
INSTALLATION.
0
0
W
1-
,,
a.
szum
ogar 71.4402 z
olTmwmg mm .- V
6"PERVIOUS CONCRETE
OR PAVERS
WASHED STONE (SEE PERVIOUS CONCRETE
SIDEWALK AND PERMEABLE INTERLOCKING
CONCRETE PAVER DETAILS FOR DEPTH;
'-SUBGRADE SLOPED
AT 2.0% MAX
APPROXIMATELY STATION 4+81.TO FOR STREET AND SIDEWALK
SCALE: NOT TO SCALE
NOTES:
GRAVEL
FACE
TOP OF SWALE
FLOW LINE --,- TOP ELEVATION OF STORMWATER
FLOOD STORAGE 1
0.. SEDIMENT STORAGE
1.
TRAP LENGTH
3.5'
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW/
WEIR WIDTH 4'MINIMUM
CONTINUE RIP RAP
UP 510E5 OF SPILLWAY
CLASS a RIP RAP
STABILIZED AREA
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2. TRAPS ARE TO BE CLEANED WHEN SEDIMENT STORAGE ZONE 1S FILLED. APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT ELEVATION OF HEIGHT ❑E SEDIMENT STORAGE ZONE.
4, TRAPS TO BE REMOVED WHEN VEGETATION HAS BEEN ESTABLISHED WITHIN SWALES.
5. OUTLETS MUST GRAIN TO STABILZED AREAS.
6. NO MORE THAN 1 ACRE SHALL DRAIN TO A SINGLE SEDIMENT TRAP.
SCALE: NOT TO SCALE
ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO
a THAT BOTH JOINTSWWILL�EOAAS FAR SIFAR AWAY FROM THE
FINISHED ELEVATION
/IDS SF
IlASSICark
M
PVC WATER PIPE
3
SANITARY SEWER
PIPE
WATER OVER SEWER
4.
SCALE: NOT TO SCALE
Ain
CROSSING DETAILS
TEMPORARY SEDIMENT TRAP DETAIL
BARRIER BETWEEN PERMITTED AND
UNPERMITTED PERVIOUS CONCRETE
NOTES:
1. INSTALL PER MANUFACTURERS RECOMMENDATIONS
2. GUARDRAIL REQUIRED WHEN FINISHED GRADE OF
WALKING SURFACE iS 30' OR GREATER
THAN THE ADJACENT FINISHED GRADE.
3. ALL RETAINING WALLS GREATER THAN 42" IN
HEIGHT TO INCLUDE SAFETY HANDRAIL.
4"PERFORATED PVC
DRAINAGE TILE
GUARDRAIL/FENCE. IF REOUJRED
BY CODE. COLOR PER OWNER S
REOUEST (INSTALL PER
MANUFACTURER'S RECOMMENDATIONS(
KEYSTONE CAP
KEYSTONE UNIT
AS REQUIRED
UNIT DRAINAGE FILL
(3/4"CRUSHED ROCK
OR STONE(
STRUCTURAL
DESIGN BY OTHERS
IF REOU[RED
FINISHED GRADE
UNREINFORCED CONCRETE
OR CRUSHED STONE
LEVELING PAD
2-3 INCH WASHED
STONE {6"THICK1
EX. EDGE OF
PAVEMENT
SCALE: NOT TO SCALE
COMPACTED SOIL
2'MIN'
FLbW
3•f`��/\f��
\�/ \\ //(\5TYPIC L/,\J/�/ //\;\�/ ��//s, /
/N
SCALE: NOT TO SCALE
NOTES:
1. BLOW -OFF ASSEMBLY FOR 2"
MAINS ARE TO BE CONSTRUCTED
AS A CONTINUATION OF THE MAIN
WITHOUT THE SERVICE SADDLE AND
WITHOUT THE CORPORATION STOP.
2. CORPORATION STOP SHALL BE
LOCATED 1N TOP OF WATER MAIN.
90"BRASS
FITTING
2" BRASS
COUPLING
/i/-j\;i ),//
GATE VALVE
CORPORATION STOP DR
WATER DISTRIBUTION
SERVICE SADDLES
PVC PLUG
r: j,/1i
/j.
2 PIECE
ADJUSTABLE
VALVE BOX
2"THREADED
BRASS PIPE
r�\ [12"IN LENGTH'
CONCRETE
BLOCKING
MIN IA C.Y.
AT 3000PS1
2'-6"
DEPTH VARIES
FINISH GRADE
PRECAST 6" THICK.
CIRCULAR CONCRETE
COLLAR/PAD
(3000 PSI]
VALVE BOX
DEWEY BROS.
VBX-TE-100 OR EQUAL
NEW GATE VALVE
SCALE: NOT TO SCALE
SCREENjp9IN<-.7
FINISHED GRADE
z
z
L
3" STAINLESS STEEL MANHOLE VENT HORIZONTAL
BURIED SECTION SHOULD RISE 6" TO 90 DEG. ELL
(SEE CHART FOR LOCATIONS). INSTALLED
AT RIGHT OF WAY
ECCENTRIC CONE
SECTION
JOINTS SHALL BE SEALED WITH
"RAM-NEK" PREFORMED PLASTIC
ROPE OR ASTM C-443 RUBBER
GASKET. OR APPROVED EQUAL
WRAP THE EXTERIOR OF ALL JOINTS
WITH POLYETHYLENE BACKED FLAT
00TYI, RUBBER SHEET NO LESS THAN
TYPICAL MANHOLE STEPS e
ALIGNED OVER INVERTS
FLEXIBLE SLEEVES AT
ALL POINTS OF PIPE ENTRY
GROUT CHANNEL
SLOPE 1:12
EXTENDED BASE
12" MIN. 457 STONE BEDDIN
100% COMPACTION
119#1116Te.
ALL mANHOLES TO HAVE EXTENDED BASES jtA 01/Z
M H RING & COVER USF 753 RING MV-ORS COVER.
WITH CAMLOCK. WATERTIGHT GROUT SEAL ANO
!NEI-SHIELD UNI-BAND ON THE OUTSIOE OF THE
MANHOLE SEALING THE JOINT BETWEEN THE RING
AND THE MANHOLE OR APPROVED EOUAL.
i/--TOP OF PAVEMENT
NOTES:
THE oisTANcE FROM THE
TOP OF M.H. RING AND
COVER AND FINISHED
GRADE MAY VARY WIDELY.
SEE PLAN.
2.; SLOPE INVERTS AT SEWER
LINE GRADE.
1.1
VENTEO MANHOLES
MHIAOJ
PIPE SHE D
LESS THAN
24"
4'
MORE THAN
30"
6'
DROP MANHOLES
5'
DOUBLE STAINLESS STEEL
STRAP W/RUBBER BOOT
TYP.
,,,----UNDISTURBED GROUNO
SCALE: NOT TO SCALE
TYPICAL PRECAST MANHOLE
ED TYPICAL PERMANENT BLOW OFF
GATE VALVE & VALVE BOX
WIF
CONSTRUCTION ENTRANCE
4111,
TEMPORARY DIVERSION
SILT FENCE -•
APPROX
EL 3.5-4.0
INSTALL EXCELSIOR
EROSION CONTROL BLANKET
ON TOP AND NON -FILLED SIDE
OF DIKE
SEED PER SEEDING
SCHEDULE. THIS SHEET
3
_ FILL MATERIAL
ALIU
NOTE: ONCE AREA FELLED IS STABILIZED. TOP OF DIKE TO
BE GRADED TO FINISHED GRADES SHOWN ON PLANS WHERE NECESSARY
SCALE: NoT TO SCALE
10"x19" NICOR OVAL LID WITH
SENSUS RADIO RECESS
MBX-1 METER BOX.
10x19 NICOR OVAL
LID WITH SENSUS
RECESS
ANGLE METER STOP WITH
LOCK WINGS
1" SERVICE LINE. SDR 9,
SERVICE SADDLE
(FORD FC101)
6"BRASS NIPPLE(NOT SHOWN] TO DUAL CHECK &
PLASTIC SHUT OFF BOX FOR CUT-OFF OUTSIDE OF
THE METER BOX (NOT SHOWN).
accuStre0m METER WITH
SENSUS RADIO
SUPPORT NETER BOX AT GROUND
LEVEL WITH 4 SOLID BRICKS
1"CORPORAT[ON STOP
(FORD F1000-41
NOTES:
1. 36' MINIMUM COVER EXCEPT UNDER DITCHES.
2. ENCASE SERVICE LINE IN PvC PIPE WHEREvER SERVICE LINE IS INSTALLED UNDER PAVEMENT.
3. COORDINATE wITH TOwN OF mOREHEAD CITY FOR INFORMATION ON METER TYPE. SIZE. AND LOCATIONS.
4. FORD STAINLESS INSERTS (INSERT 52) SHALL BE INSTALLED IN SERVICE TUBING.
5. USE 14 GAUGE SOLID COPPER WIRE FROM CORPORATION TO METER BOX. LOCATING TAPE MAY BE
SUBSTITUTED WITH TOWN APPROVAL.
SCALE: NOT TO SCALE
457 STONE
SLOPE TOP OF
CONC. TO PROVIDE
DRAINAGE FROM
WO. DRAIN
ALL FIRE HYDRANTS SHALL BE AMERICAN FLOW
CONTROL. 3-WAY. 5 1/4" VALVE OPENING.
COUNTER -CLOCKWISE TO OPEN
FIRE HYDRANT. PUMPER NOZZLE TO BE
#/'----PERPENDICULAR TO STREET
PREVENT CONFIGURATION
SHOWN. ALL JOINTS SHALL
BE RESTRAINED.
FINISHED GRADE
2" SOUARE OPERATION NUT
OPEN LEFT tCOuNTER CLOCKWISE'
LOCKED HYDRANT TEE
SIM
UNFORMED CONC.
3/4 " THREADED
RODS (COATED]
6" RSMJ GATE VALVE
DUC- LUG
SCALE: NOT TO SCALE
4121,
WATER METER SET
8
TYPICAL FIRE HYDRANT ASSEMBLY
KEYSTONE RETAINING WALL
e TEMPORARY PERIMETER DIKE SECTION
DEAD MAN
BACKFILL
WALER AS NEEDED
OPTIONAL CONCRETE CAP
.4-----REWORK EXISTING
RETAINING WALL
VINYL SHEETPILE
-RE----NNW OR LANDWARD OF COASTAL MARSH
FINAL LOCATION TO BE STAKED BY
Agh
SHEETPILE BULKHEAD
SHEET C5 OF 7
DESIGN FILE: 2940-001/2940-001 CONSTRUCTION,dgn
•
•
•
•
•
•
24" ROLL TYPE
(CATCH) CURB AND GUTTER
is
50' PUBLIC RIGHT OF WAY
31' BACK TO BACK
2"SUPER PAVE OR
AS REQUIRED BY THE
TOWN OF MOREHEAD CITY
VARIES
MVIIWISIMIMAIROMNIMMENIMIN
CURB AND GUTTER SHALL
TRANSISTION TO PAVER
CONCRETE EDGE RESTRAINT
6" CABC
SCALE: NOT TO SCALE
SEA:47)16?
issas.:0;4,36y9.70;&:41
-74/1-91.121iftg
&du, z -1,0 7,1
REV IS IONS:
Na BY DATE
DESCRIPTION
GYT 12/13/0 EXPRESS COMMENTS
DETAILS
PELTIER POINT
CLIENT: BELL INVESTMENT GROUP, LLC
PHONE:
408 TRYON DR.
919-580-6247
DESIGNED:
RDC/GYT
DRAWN:
RDC/GYT
THE CULLIPHIER GROUP, P.A.
APPROVED:
GYT
ENGINEERING SE SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
DATE:
9/20/21
,ED 24"ROLL CURB & GUTTER EriTS7DUTH SHORE DRIVE STREET SECTION, TYP.
SCALE:
NOT TO SCALE

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
-
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
will not dislodge the soil. Use one of the
Stabilize
techniques
the ground sufficiently so that rain
in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at !east 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
fr:i Environmental Quality
Amur
iLTrENIX-\
CLIA.r =1INGE
!CMG DEVICE arxev Kau
14
S UE
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
MEMO ark)
LigitiOL TmILa 11 XTlwmr=r D rr ..
!. TIC COCIETE VAI1111T STRUMtiw.t
EinfrAEED WEN TIC L110111 NEE
TIE 11110.0111111
rAPACTrt
Slar;ReTE VAT*Wr Syncniez +rxss 1a
C
$FLOW GRAD 4ApUT STRUCTURE
a La:'A1 I ILITPERCO u+
air WACO 1113441
8 11E CEMCIETI VApUJT
smucrurix
IVEARDIED
WHINLU
Ari = ME CI. TIE srwcnxs
OP/KUM G GAMEST! =ABELIAN
Vrtr1 A MOM
12 10E1 IF
11,8:3111111t VAttUIT ME=
UMW= MITRE YAWL
ABOVE GRA914 UT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10 At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2
Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
���,�►t to r r r„++S+�,,
SEAL 1
e
•
▪ 36970
��+rrntnt+►►►
REVISIONS
No.
BY
DATE
DESCRIPTION
NCGO1 GROUND STABILIZATI❑N AND MATERIALS HANDLING
PELTIER POINT
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: BELL INVESTMENT GROUP, LLC
ADDRESS: 108 TRYON DR.
GOLDSBORO, NC 27530
PHONE: [phone]
DESIGNED:
RDC/GYT_
DRAWN:
RDC/GYT
CHECKED:
THE CULLI[P HIER GROUP, P.A.
APPROVED:
GYT
SHEET C6 OF 7
PROJECT 2940-001
DESIGN FILE 2940-001/2940-001 CONSTRUCTION.dgn
GING A
TURNER, P.E.
ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, H.C. 28557
[phone] LICENSE NO. C-4482
DATE:
9/20/21
SCALE:

SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self
below.
personnel
which
greater
performed
were
-inspections are required during
When adverse weather or
to be in jeopardy, the inspection
it is safe to perform the inspection.
than 1.0 inch occurs outside
upon the commencement
delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (anc this will detern7ine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero/' The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwazer
discharge
outfalls (SDCs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
if visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to dean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.f1 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
strearn has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (Z)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
tirneframe or an assurance that they will be provided as
soon as possible
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART Ill
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
3.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevztions
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that fists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.
2.
Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes [After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill cr release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)j
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(I)(7)]
• Within 24 hours, an .Dr al or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.4J.(I)(5).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
•
NORTH CAROLINA
Environmental Quality
NCGO1 SELF-fNSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
SHEET C7 OF 7
PROJECT & 2940-001
DESIGN FILE: 2940'001/2940-r001 CONSTRUCTION.dgn
R
.:000mmm644
SEAL•
■
�cn7n
•
REVISIONS:
No. BY DATE
DESCRIPTION
M
NCG01 SELF-INSPECTI❑N, RECORDKEEPING AND REPORTING
PELTIER POINT
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT:
ADDRESS:
PHONE:
BELL INVESTMENT GROUP, LLC
408 TRYON DR.
GOLDSBOR❑, NC 27530
919-580-6247
THE CULLIPHER GROUP, P.A.
vP ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO, C-4482
DESIGNED:
RDC/GYT
DRAWN:
RDC/GYT
CHECKED:
, APPROVED:
DATE:
GYT
9/20/21
SCALE:

o,1.3ZI

vi 30
O.T7 1
ONE ;
•
544 ot
7.•
icr41.100C
ern?,c s, Lvot
soft.*
Vc\jc,,21;1,\
r, crig
R 0, ro Ro Sc_f
Lr•y\
rt \,-,+s Vat c--evrti
-C S
-
•
.. ,h„„ii.R 1 ,
„.:
_ Tz
1 ; t
it,
) 't
N.,
t
)
. la sr
0".
•
..mt/los.0001.17e 571
. , _ , . ..........