20130239 Ver 1_More Info Received_20130521

ENVIRONMENTAL PROFESSIONALS, INC.
Planning for a Better Environment
P.O. Box 3368
Kill Devil Hills, NC 27948
Telephone: [phone]
Fax: [phone]
Email: [e-mail]
TO: North Carolina Division of Water Quality
401 Wetlands Unit
Attn: Ms. Karen Higgins
1650 Mail Service Center
Raleigh, NC 27699 -1650
VATTACHED
LETTER OF TRANSN=AL
DATE:
JOB NO.:
RE:
13 -- o-ck3q
May 14, 2013
012 -047
Stuart Yarbrough
Lot C — Subdivision of Joseph B.
Hill, II & Janet H. Wright
COPIES
DATE
DESCRIPTION OF DOCUMENTS
2
11 -28 -12
24 x 36 Wastewater System Site Plan
5
11 -28-12
8.5 x 11 Wastewater System Site Plan
5
5 -13 -13
Signed/Dated Pre - Construction Notification Form
5
10 -4-12
Authorization To Act As Representative Form
THESE ARE SUBMITTED AS CHECKED BELOW:
p/For your approval
• For your use
• As requested
REMARKS:
COPY TO: Project File
❑ Review & Comment
❑ Signature/Notarization
R=@[§WIN
MAY 2 1 2013
NR
SIGNED:
e H. ood, C P, PWS
Environmental Professionals, Inc.

�OF WALe9
O�
Q t
l 3 - 0 2.30l
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes © No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes © No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
Yes ❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2. Project Information
2a. Name of project:
Yarbrough
2b. County:
Currituck
2c. Nearest municipality / town:
Knotts Island
2d. Subdivision name:
Joseph B. Hill, II and Janet H. Wright
2e. NCDOT only, T.I.P. or state project no:
N/A
3. Owner Information lair _Z,,T!YiyLg &
3a. Name(s) on Recorded Deed:
Harold W. Purcell Trustee
3b. Deed Book and Page No.
1215/421
3c. Responsible Party (for LLC if
applicable):
Stuart Yarbrou h
g �����AL Y
3d. Street address:
33 Badeau Avenue
3e. City, state, zip:
Summit, NJ 07901
3f. Telephone no.:
202 - 253 -9300
3g. Fax no.:
908 - 522 -1602
3h. Email address:
syarbrough @3pointcap.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
N/A
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
George H. Wood
5b. Business name
if applicable):
Environmental Professionals, Inc.
5c. Street address:
1404 S. Virginia Dare Trail
5d. City, state, zip:
Kill Devil Hills, NC 27948
5e. Telephone no.:
252 - 441 -0239
5f. Fax no.:
252 - 441 -0721
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
007600000090000
1b. Site coordinates (in decimal degrees):
Latitude: 36.526439 Longitude: 75.911711
1c. Property size:
1.86 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Knotts Island Bay
2b. Water Quality Classification of nearest receiving water:
SC
2c. River basin:
Pasquotank
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
undeveloped tract in a residential community
3b. List the total estimated acreage of all existing wetlands on the property: 1.84
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 362
3d. Explain the purpose of the proposed project:
To improve access to the building site and to provide adequate setbacks for wastewater improvements.
3e. Describe the overall project in detail, including the type of equipment to be used:
Dump trucks will bring sand to till the property which will be spread by dozer. Wastewater system will be installed with backhoe.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company: Environmental Professionals, Inc.
I Other: George H. Wood, PVVS
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Pending
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
O Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file' instructions.
WA
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
WA
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
0 Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
0.099
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
YestNo
-
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
YeslNo
-
2g. Total Wetland Impacts:
0.099
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
S2 -
Choose one
-
S3 -
Choose one
S4 -
Choose one
-
-
S5 -
Choose one
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
If there are proposed
the U.S. then indivii uallv list all Open water impacts below.
4a. 4b. 4c.
Open water Name p Basle) Type of impact Waterbody Area of impact (acres)
(if applicable) YP
impact number
type
Permanent (P) or
Temporary
01 - Choose one Choose
02 -
Choose one
Choose
Choose one
Choose
03 -
04 _ Choose one Choose
4f. Total open water impacts
0
4g. Comments:
S. Pond or lake Construction
If and or lake construction ro sect then complete the chart below. 5e
5a. 5b. 5c. 5d.
Pond ID number Proposed use or Wetland impacts (acres) Stream Impacts (feet) Upland
(acres)
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
59. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miti ation then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other.
6b.
Buffer Impact
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
6f.
Zone 1
impact
69.
Zone 2
impact
number —
Permanent (P) or
required?
(square
(square
Temporary
feet )
feet
61 -
Yes/No
B2 -
YeslNo
B3 -
YeslNo
64 -
Yes/No
85 -
YeslNo
B6 -
Yes/No
6h. Total Buffer Impacts:
0
0
6i. Comments:
rage o or i u

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A pre - treatment wastewater disposal system has been designed to minimize setback requirements, driveway only wide enough to deliver the pre-
fabricated home and provide parking.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Pre - treatment wastewater system - pre - fabricated home requiring only one -time access.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ ro Payment to in -lieu fee ram
y p g
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWG
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
0 Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
69. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

S
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Butter Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project?
5.4%
2b. Does this PrWect require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Less than 24% coverage
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
wn
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Currthidc Cotmry
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
USMP
apply (chi all that apply):
Water Supply Watershed
❑ Other.
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes R No
attached?
4. DWQ Stormwater Prouram Review
®Coastal counties
❑HOW
4a. Which of the following state- implemented stormwater management programs apply
ORW
(check all that apply):
Session Law 2006 -246
Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWG Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes ® No
use of public (federallstate) land?
1b. If you answered 'yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered 'yes' to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or $EPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWG Requirement)
2a. Is the site in violation of DWO Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (1 SA NCAC 21-1.1300), TWO Surface Water or Welland Standards,
[]Yes ® No
or Riparian Buffer Rules (I SA NCAC 2B.0200)?
2b. Is this an after - the -fact permit application?
[]Yes ® No
2c. If you answered *yes' to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWG Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
[]Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered `yes° to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no; provide a short narrative description.
4. Sewage Disposal (DWG Requirement)
4a. Cleary detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
em
WBsteWater system
Page 9 of 10
PCN Form — Version 1.4 January 2009

6. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh -
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Web page data
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Not in waters
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
web site
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
AE Zone BFE 5.31
8c. What source(s) did you use to make the floodplain determination?
FEMA maps
1
5 -13 -13
Applicant/Agent's Printed Name
Applicant/Age is Signature
Date
(Agents signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

Ave ONVISI SLLON51
ett
e p9ie�
If
S�
0
PAZ
CL
vh
4
i a
_ onub x LEmvr as IN '^$r$ a xasso e
do NOBWCmns aim I
tf sir- IZtl'Id SM FRIS" RUVALZMA
_
r g
e
logo I
y 9{ d
e e
gg d i
gs g9B9 r i p qr A y roe
Said #iad t $ gi��� Q�:33
t I R It `� �� � �aa� a lt�l aid 8` a 11,
a milt � JIM i !I J.
� r r
L
fit
� a
�Yp :gx
As.
IN rape�g
1 "ptINY1111.1;e1 11 Ila
4r
o=
In
f
1
1 �
�I Q
F-
Z
0 �
a
JO i
C ;
U if
c� @e
V
I1
I
I
r
tR E �
��'� ''—� `
`"•�8�27�,�.y �
� Y � � � �
� � i
it i 1
� �
As.
IN rape�g
1 "ptINY1111.1;e1 11 Ila
4r
o=
In
f
1
1 �
�I Q
F-
Z
0 �
a
JO i
C ;
U if
c� @e
V
I1
I
I

AUTHORIZATION TO ACT AS REPRESENTATIVE FORM
Landowner of record authorizes Environmental Professionals, Inc. to:
1. enter the property to gather environmental and site information, including delineation of
environmental regulatory jurisdictions;
2. enter the site with the regulatory agencies (i.e. U.S. Army Corps of Engineers,
North Carolina Division of Coastal Management, North Carolina Division of Water
Quality, etc.) as needed to review regulatory alignment(s) and/or to identify additional
regulatory jurisdictions;
3. submit plats and other information to acquire regulatory agency confirmations, approvals,
and/or determinations (U.S. Army Corps of Engineers, North Carolina Division of
Coastal Management, North Carolina Division of Water Quality, etc.); and
4. act as agent for the purposes of obtaining environmental permits, authorizations, and/or
determinations.
M
I

N/F BERTINA 6. HILL TRU57EE
// HAMIL TON AVE.
HOEPHELLI NJ Oe525
L?B. 1162 P. 614 Fin(3)
LPIP DISPOSAL
(3) LINES 0 30 L.FT. EACH
(2) LINES @ 15 L.FT. EACH
C. 0. b
1-1/2- FM TOE OF SLOPE
7�� 00
TOP'
QFt., SLOP E...
SPECIAL NOTES:
77-rz.
CONTRACTOR TO EXCAVATE 20 26'
THE AREA OF THE ACTIVE
1 -AN 0 q o25,45 11 E Fin(_5)
303, Flat
DRAINFIELD TO A MINIMUM 4" MANIFOLD r,
DEPTH OF 50" BELOW THE
EXISTING GRADE.
THIS EXCAVATION IS TO C?f (Hf7der
OCCUR OVER THE 600
go, . . . . . .
SQ.FT. AREA OF THE
"14-5
xV
ENTIRE ACTIVE FIELD
INCLUDING THE AREA
BETWEEN THE
NITRIFICATION LINES.
NA [�L
THE AREA SHALL BE
BACKFILLED WITH SOILS
CONSISTENT WITH
DEFINITION OF GROUP I Nc WN
4-A
SOILS AS IT APPEARS IN
15A NCAC 18A .1900 LAWS
AND RULES FOR SEWAGE X
TREATMENT AND DISPOSAL
SYSTEMS. 40-27'
p�
Mi_
DWE
0
THE NITRIFICATION
DRAINFIELD SHALL BE
INSTALLED IN 24" OF FILL
EXTENDING ABOVE THE 16-
AVERAGE ELEVATION OF
v
THE EXISTING GROUND
SURFACE.
THE LHD SHALL APPROVE
THE EXCAVATION DEPTH,
0. ll
BACKFILL AND FILL SOIL ..............
MATERIALS PRIOR TO THE
7
PLACEMENT OF THESE CO 4
SOILS.
174 L.FT. SILT
FENCE (TYP) -
AREA 4:
±461.37
SQ.FT. FILL
30' - 12"0 RCP FOR
WETLAND CONNECTION
146551 * t,
"lood1cl
gh Rd
Ok 4 V51
Z_ /-t --
211
M
IM
.4/
[4
Nu I rt:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS� LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
A
K_-)
rft%OINT Ru. S - -6
(601 R/W)
GRAPHIC SCALE
20 0 10 20 40 so
IN FEET
I inch = 20 ft.
DRAWING FILE: P12019BASE.DWG
PLOT SCALE: lm=20'
BEFORE YOU DIG 11
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
NOTES:
1. OWNER: HAROLD W. PURCELL TRUSTEE
C/O STUART J. YARBROUGH
33 BADEAU AVENUE VICINITY MAP
SUMMUIT, NJ 07901
TEL.: [phone] N.T.S.
2. ENGINEER: ANLAUF ENGINEERING, PLLC
4721 W. ECKNER ST.
KITTY HAWK, NC 27949
TEL.: [phone]
EMAIL: jonlauf26450charter.net
3. PIN NUMBER: 9002-74-4741
4. RECORDED REFERENCE: P.C. A, SL. 168
5. PROPERTY IS CURRENTLY LOCATED IN F.I.R.M. ZONE AE (BFE 5.3') NAVD '88
MAP PANEL #3721900200J, COMMUNITY NO. 370078, INDEX DATED 12/16/05 (SUBJECT TO CHANGE BY F.E.M.A.)
6. PARCEL AREA: 1.86 AC (LEGAL), 2.03 AC. (GIS)
7. SITE ZONING: A (AGRICULTURAL), [ZONING BECOMES AG (AGRICULTURAL) AFTER JANUARY 1, 2013]
8. SEPTIC SYSTEM:
ACTIVE SYSTEM:
1) DESIGN FLOW- 4 PERSON SLEEPING CAPACITY 0 60 GPD ' PERSON = 240 GPD
2) LONG TERM APPLICATION RATE (LTAR):ACTIVE = 0.4 GPD�SF (LTAR HAS BEEN DOUBLED IN ACCORDANCE WITH
RULE .1970 (17)(2) - LTAR HAS BEEN DOBULED THROUGH THE USE OF AN ADVANCED WASTEWATER TREATMENT SYSTEM
CAPACBLE OF MEETING TS-11
3) NO REPAIR AREA SHOWN IN ACCORDANCE WITH RULE .1945 AVAILABLE SPACE (C)(1), (2) & (3,)
4) ACTIVE: LPP FIELD. 3 LINES 0 30 FT. EACH AND 2 LINES 0 15 FT. EACH, LOCATED 5' O.C. (±600 SQ.FT.)
9. IMPERVIOUS COVERAGE:
PROPOSED IMPERVIOUS COVERAGE
BUILDING & COVERED DECKS ....................................................................................... ±1,232 SQ.FT.
DRIVE............................................................................................................................. ±3,140.92 SQ.FT.
TOTAL = ±4,373 SQ.FT.
COVERAGE = ( 4,373 SQ.FT./ 81,021.92 SQ.FT.) x 100 = 5.40%
10. SETBACKS SHOWN ARE AS PER CURRITUCK COUNTY LIDO AND MUST BE VERIFIED.
THEY DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT MAY EXISTS.
11. SURVEY DATA TAKEN FROM PLAT ENTITLED "PHYSICAL SURVEY LOT C SUBID. OF JOSEPH B. HILL, 11 & JANET H. WRIGHT, P.C.
A, SLIDE 168, KNOTTS ISLAND, TAX MAP 76, PANEL 9, FRUITVILLE TOWNSHIP, CURRITUCK COUNTY, NORTH CAROLINA", DATED
NTH THE LATEST REVISION DATE OF OCTOBER 5, 2012, AS PREPARED BY BONIFANT LAND SURVEYING, PO, BOX 6385,
VIRGINIA BEACH, VA 23456, [phone]
12. PLANS TO BE USED FOR THE PERMITTING AND CONSTRUCTION OF THE WASTEWATER SYSTEM ONLY.
13. WETLAND FILL AREAS (PERMITTING BY OTHERS):
13.1. AREA 1: = ±3,621.58 SQ.FT.
13.2. AREA 2, = ±187.98 SQ.FT.
13.3. AREA 3: = ±53.02 SQ.FT.
13.4. AREA 4. = ±461.37 SQ.FT.
13.5. SUMMATION = 4,323.95 SQ.FT. (0.09926 ACRES)
ALL DRAINFIELD AND REPAIR AREAS SH�
ACCORDING TO THE FOLLOWING
PERMANENT VEGETATION
FE� DATES: APRIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 30 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLET 15 LBS.
FESCUE 20 LBS.
FERTILIZER
10-10-10 0500 LB/ACRE
MULCH
. .........
0:0 n00
o)
.0
o
C*4
" ?6"d
OA; .....
iNv%
t
CL
11111111
MENEENI
,LL BE SEEDED AND MULCHED
SPLECIFICATIONS:
TEMPORARY ��EGELATIQN
ISEEbING DATES: OCT. 1 - MARCH 37-7
SEED MIXTURE APPLICATION RAItS/ACRE
RYE GRAIN 175 LBS.
EERTILIZER
10-10-10 0 150 LB/ACRE
MULCH
APPLY 4,000 LB. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL. A DISK NTH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING MOL
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.
NETTING, OR A MULCH ANCHORING TOOL. A DISK NTH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. I
GENERAL SEEDING SPECIFICAT. iOjmq S
WASTEWATER SYSTEM NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK. PROVIDE
ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE TO, REMAIN IN PLACE.
2. REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS INTERFERING WITH INSTALLATION OF
NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
3. NEW WASTEWATER SYSTEM DESIGN PARAMETERS:
AC11VE & REPAIR SYSTEM:
DESIGN FLOW. 2 BEDROOMS 0 120 GALLONS PER DAY (GPD) PER BEDROOM = 240 GPD
TOTAL DESIGN FLOW ................................................................... = 240 GPb
LONG TERM APPLICATION RATE (LTAR): 0.4 GPD/SQ.FT. FOR A L.P.P. DISPOSAL SYSTEM W/ PRETREATMENT AS SET BY THE ARHS.
4. UNLESS OTHERWISE INDICATED ON THE PLAN, CONSTRUCTION OF SEWAGE COLLECTION, TREATMENT AND DISPOSAL SYSTEM IS TO
CONFORM WITH SECTION .1900 "LAWS AND RULES FOR SEWAGE TRE�7�,,MENT AND DISPOSAL SYSTEMS" OF NORTH
CAROLINA ADMINISTRATIVE CODE, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF ENVIRONMENTAL
HEALTH, ON-SITE WASTEWATER SECTION (15 NCAC 18A.1900). FOR !�NNOVATIVE ACTIVE & REPAIR SYSTEM REFERENCE
IWWS-2004-3.
5. CONSTRUCTION OF SEWAGE COLLECTION SYSTEM, TREATMENT AND DISPOSAL SYSTEM IS TO CONFORM WITH ANY CONDITIONS IMPOSED
BY THE LOCAL HEALTH DEPARTMENT.
6. MATERIAL USED FOR COLLECTION AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REQUIREMENTS AS #4 ABOVE.
7. FILL MATERIAL SHALL HAVE SUCH SOIL TEXTURE TO BE CLASSIFIED AS SAND OR LOAMY SAND (SOIL GROUP 1) UP TO THE TOP OF
THE NITRIFICATION TRENCHES. THE FINAL SIX INCHES OF FILL USED TO COVER THE SYSTEM SHALL HAVE A FINER TEXTURE
(SUCH AS GROUP 11, 111) FOR THE ESTABLISHMENT OF A VEGETATIVE ��'OVER.
THE FILL MATERIAL AND THE EXISTING SOIL SHALL BE MIXED TO A DEPTH OF SIX INCHES BELOW THE INTERFACE. HEAVY
VEGETATIVE COVER OR ORGANIC LITTER SHALL BE REMOVED BEFORE 'THE FILL MATERIAL IS INCORPORATED.
8. WELL POINTS AND PUMPS SHALL BE SUFFICIENT IN SIZE AND SPACING TO DRAW DOWN WATER TABLE TWO TO THREE FEET BELOW
REQUIRED EXCAVATION FOR SEPTIC AND PUMP TANKS.
9. GRADES SHALL BE ESTABLISHED TO DIVERT RUNOFF AWAY FROM TANKAGE. FINAL GROUND ELEVATION ABOVE TANK SHALL BE AS
INDICATED ON THE DETAIL SHEETS.
10. ALL SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FRO�14 THE DRAINFIELD AREA. FINISH GRADE SHALL BE LANDSCAPED
TO PREVENT PONDING OF SURFACE WATER. VEGETATE DRAINFIELD A,"REA AS SPECIFIED IN LANDSCAPE PLAN (BY OTHERS).
11. SYSTEM TO BE INSTALLED IN ACCORDDANCE WITH THE INFORMATION CONTAINED WITHIN THE REPORT ENTITLED "SOIL INSPECTION, IOT
C - KNOTTS ISLAND, CASON POINT ROAD, FRUITVILLE TOWNSHIP, CURRITUCK COUNTY, NORTH CAROLINA, PROTOCOL PROJECT NO. 12-44"
AS PREPARED BY PROTOCOL SAMPLING SERVICE, INC. AND DATED NOVEMBER 15, 2012.
a
Y) I
z
0
(n
d
z
z
:3
0
0
z
44
0
1%
Z
DESIGNED BY
00
0
Z
ui
(J
(n z
-01�
C-4
0)
ui b
V)
OiECKED BY
Out
z
=5
0
JJA
ISSUE DATE
Z LLI
ED Z
00
Uj Lij VS
Z
L,J:*
U
z
z
04
EW4
or
.c
CL.
. .........
0:0 n00
o)
.0
o
C*4
" ?6"d
OA; .....
iNv%
t
CL
11111111
MENEENI
,LL BE SEEDED AND MULCHED
SPLECIFICATIONS:
TEMPORARY ��EGELATIQN
ISEEbING DATES: OCT. 1 - MARCH 37-7
SEED MIXTURE APPLICATION RAItS/ACRE
RYE GRAIN 175 LBS.
EERTILIZER
10-10-10 0 150 LB/ACRE
MULCH
APPLY 4,000 LB. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL. A DISK NTH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING MOL
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.
NETTING, OR A MULCH ANCHORING TOOL. A DISK NTH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. I
GENERAL SEEDING SPECIFICAT. iOjmq S
WASTEWATER SYSTEM NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK. PROVIDE
ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE TO, REMAIN IN PLACE.
2. REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS INTERFERING WITH INSTALLATION OF
NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
3. NEW WASTEWATER SYSTEM DESIGN PARAMETERS:
AC11VE & REPAIR SYSTEM:
DESIGN FLOW. 2 BEDROOMS 0 120 GALLONS PER DAY (GPD) PER BEDROOM = 240 GPD
TOTAL DESIGN FLOW ................................................................... = 240 GPb
LONG TERM APPLICATION RATE (LTAR): 0.4 GPD/SQ.FT. FOR A L.P.P. DISPOSAL SYSTEM W/ PRETREATMENT AS SET BY THE ARHS.
4. UNLESS OTHERWISE INDICATED ON THE PLAN, CONSTRUCTION OF SEWAGE COLLECTION, TREATMENT AND DISPOSAL SYSTEM IS TO
CONFORM WITH SECTION .1900 "LAWS AND RULES FOR SEWAGE TRE�7�,,MENT AND DISPOSAL SYSTEMS" OF NORTH
CAROLINA ADMINISTRATIVE CODE, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF ENVIRONMENTAL
HEALTH, ON-SITE WASTEWATER SECTION (15 NCAC 18A.1900). FOR !�NNOVATIVE ACTIVE & REPAIR SYSTEM REFERENCE
IWWS-2004-3.
5. CONSTRUCTION OF SEWAGE COLLECTION SYSTEM, TREATMENT AND DISPOSAL SYSTEM IS TO CONFORM WITH ANY CONDITIONS IMPOSED
BY THE LOCAL HEALTH DEPARTMENT.
6. MATERIAL USED FOR COLLECTION AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REQUIREMENTS AS #4 ABOVE.
7. FILL MATERIAL SHALL HAVE SUCH SOIL TEXTURE TO BE CLASSIFIED AS SAND OR LOAMY SAND (SOIL GROUP 1) UP TO THE TOP OF
THE NITRIFICATION TRENCHES. THE FINAL SIX INCHES OF FILL USED TO COVER THE SYSTEM SHALL HAVE A FINER TEXTURE
(SUCH AS GROUP 11, 111) FOR THE ESTABLISHMENT OF A VEGETATIVE ��'OVER.
THE FILL MATERIAL AND THE EXISTING SOIL SHALL BE MIXED TO A DEPTH OF SIX INCHES BELOW THE INTERFACE. HEAVY
VEGETATIVE COVER OR ORGANIC LITTER SHALL BE REMOVED BEFORE 'THE FILL MATERIAL IS INCORPORATED.
8. WELL POINTS AND PUMPS SHALL BE SUFFICIENT IN SIZE AND SPACING TO DRAW DOWN WATER TABLE TWO TO THREE FEET BELOW
REQUIRED EXCAVATION FOR SEPTIC AND PUMP TANKS.
9. GRADES SHALL BE ESTABLISHED TO DIVERT RUNOFF AWAY FROM TANKAGE. FINAL GROUND ELEVATION ABOVE TANK SHALL BE AS
INDICATED ON THE DETAIL SHEETS.
10. ALL SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FRO�14 THE DRAINFIELD AREA. FINISH GRADE SHALL BE LANDSCAPED
TO PREVENT PONDING OF SURFACE WATER. VEGETATE DRAINFIELD A,"REA AS SPECIFIED IN LANDSCAPE PLAN (BY OTHERS).
11. SYSTEM TO BE INSTALLED IN ACCORDDANCE WITH THE INFORMATION CONTAINED WITHIN THE REPORT ENTITLED "SOIL INSPECTION, IOT
C - KNOTTS ISLAND, CASON POINT ROAD, FRUITVILLE TOWNSHIP, CURRITUCK COUNTY, NORTH CAROLINA, PROTOCOL PROJECT NO. 12-44"
AS PREPARED BY PROTOCOL SAMPLING SERVICE, INC. AND DATED NOVEMBER 15, 2012.
a
Y) I
z
0
(n
d
z
z
:3
0
0
z
44
0
1%
Z
DESIGNED BY
0
Z
DRAWN BY
-01�
�7_
OiECKED BY
Out
z
=5
0
JJA
ISSUE DATE
11/28/12
00
0
U
EW4
0-
1 ch
w
0
w
ILL.
r-
COMMISSION NO.
1%
P1 2019
DESIGNED BY
JJA
DRAWN BY
JJA
OiECKED BY
JJA
ISSUE DATE
11/28/12
14M
m