20150485 Ver 1_Riparian Buffer Authorization_20150514

Date: May 15, 2015
1667 Thomas A. Betts Pkwy., Rocky Mount, NC 27804
Phone: 252 - 446 -3017 - Fax: [phone]
Firm License: C -0569 - www.mackgaypa.com
LETTER OF TRANSMITTAL
Re: P140121 Hampton Downs of Youngsville Duplex Subdivision
To: Ms. Karen Higgins
NC Division of Energy, Mineral and Land Resources
NCDWR - 401 & Buffer Permitting Unit
512 North Salisbury
Raleigh NC 27604
We are sending:
❑ Shop drawings
❑ Copy of letter
® Attached
❑ Prints ® Plans
❑ Change order
rra
MAY 1 4 2015
DENR
401 & Sup FER t?�c S�U�CEs
❑ Samples ❑Specifications
COPIES
DATE
NO.
DESCRIPTION
3
5/13/15
P140121
Project Plans
3
5/13/15
P140121
Riparian Buffer Authorization Form & Supporting
Documentation
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
® For review and comment
❑ FOR BIDS DUE
❑ Resubmit copies for approval
❑Submit copies for distribution
❑ Return corrected prints
REMARKS:
Please contact Karen Callaway at karen @mackgaypa.com with any questions. Thank you!

,.
2 0 1 5 p 4 8 5 State of North Carolina
� ,= �,�,����,t• Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B.0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) — Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a.
Name of project:
Hampton Downs of Youngsville Duplex Subdivision
1 b.
County-
Franklin
1 c.
Nearest municipality:
Youngsville
ld
Subdivision name:
Hampton Downs of Youngsville, Hampton Village of Youngsville
1e.
Is the project located in any of North Carolina's
twenty coastal counties If yes, answer if below.
❑ Yes dNo
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes 9No
2.
Owner Information
2a
Name on Recorded Deed
Hampton Downs of Youngsville, LLC DB 1641 Pagel 80
Mason and Krystal Hurt DB 1965 Page 325
Fort Street Rentals, LLC DB 1649 Page 118
2b.
Deed Book and Page No
See above
2c Map Book and Page No
(include a copy of the recorded
map that indicates when the lot
was created).
MB 2007 Page 272, MB 2001 Page 291, MB 1999 Page 419
2d.
Responsible Party
(for Corporations)-
Robert H. Coggins, III, Manager, Hampton Downs of Youngsville, LLC
2e.
Street address:
2475 Hurt Drive
2f
City, state, zip
Rocky Mount, NC 27804
2g
Telephone no .
252 -443 -0735
2h
Fax no:
252 - 443 -4705
21.
Email address
nccoggins @embargmail com
3.
Applicant Information (if different from owner)
3a.
Applicant is-
❑ Agent ❑ Other, specify -
3b.
Name:
3c.
Business name
(if applicable):
3d.
Street address:
((p) U�-_. 91 "NZ P nZ1
3e. City, state, zip.
_'
3f.
Telephone no..
(� " V AY ) n, U I
3g
Fax no
( - "' IJ I (
3h
Email address
( a; _ J
�� �_ �.:���i�F���t f •., nets
FORM BA 10 -2013 Page 1 of 7

INTERNAL DRAFT- NOT FOR PUBLIC USE
Section A. Applicant Information, continued
4. Agent/Consultant Information (if applicable)
4a Name:
4b. Business name
(if applicable) -
4c. Street address
4d. City, state, zip
4e. Telephone no.:
4f. Fax no.:
4g Email address.
FOR.Nf. SSGP3080 8 -13 Page 2 of 7

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID).
1853 -14 -5280, 1853 -13 -1792, 1853 -13 -1792
1 b
Site coordinates (in decimal degrees).
Latitude 36 0411
Longitude. -78 4877
1c
Property size
Hampton Downs of Youngsville, LLC - 21.38 acres
Mason and Krystal Hurt — 1 24 acres
Fort Street Rentals, LLC — 1 653 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project-
Unnamed tributary to Brandy Creek
2b
Water Quality Classification of nearest receiving water-
28-29-3(l)
2c
River basin-
Tar - Pamlico
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.
Severe erosion from an existing drainage pipe on adjacent Hampton Village Apartments (Fort Street
Rentals.LLC) site, Hurt lot has one single - family residence, Hampton Downs of Youngsville, LLC property is
undeveloped
3b.
Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c
Attach an 8'h x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property -
197 LF
3e
Explain the purpose of the proposed project:
Protection of existing pipe from Hampton Village Apartments; removal of old sediment basin when apartments
were constructed in 2000; installation of outlet pipe from proposed wet detention basin for proposed residential
subdivision
3f
Describe the overall project in detail, including the type of equipment to be used:
Hampton Downs of Youngsville, LLC proposes to build 120 duplex residential dwelling units (60 buildings) on
16 36 acres of a 21.38 acre tract between Wolfpack Lane and Park Avenue (Hwy 1 -A) in Youngsville NC As a
part of the project, the developers would like to solve some maintenance issues related to an existing 24" HDPE
drainage pipe that conveys runoff from the adjacent Hampton Village Apartments Drainage from the pipe has
created a severe erosion problem that is undermining the pipe outlet The runoff from the pipe subsequently
enters the buffered stream on the northeast side of the duplex project site The developers would also like to
regrade an old sediment basin that was never removed after the apartments were constructed. Repairing both of
these problems will require regrading the streambanks within the buffer as shown on the attached plans. Grading
will take place above the ordinary high water mark
The duplex development is proposing to utilize a wet detention basin that is designed to remove 90% total
suspended solids. The second buffer impact is the construction of the outlet pipe from the detention basin
through the buffer The pipe outlet will also be located above the ordinary high water mark.
No heavy equipment will be used in the buffer The contractor will be required to use a lightweight long -arm
excavator such as the Bobcat 331 Compact Excavator with a long -arm option or a walk behind mini track loader
such as the Bobcat MT52 Fine grading in the buffer will be done by hand
FORM: BA 10 -2013 Page 3 of 7

Project Information and Prior Project History
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?
v Yes ❑ No ❑ Unknown
Comments
4b.
If yes, who delineated the jurisdictional areas
Name (if known)- Jeff Harbour
Agency/ Consultant Company
Environmental Services, Inc
Other -
4c
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Jan 29, 2015
5.
Project History
5a
Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past'?
❑ Yes [] No ❑ Unknown
5b
If yes, explain and detail according to "help file" instructions.
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes gNo
6b
If yes, explain
FORM SSGP3080 8 -13 Page 4 of 7

C. Proposed Impacts Inventory
1. Buffer Impacts
la Project is in which protected basin?
❑ Neuse
LI Tar - Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b Individually list all buffer impacts below
If any impacts require mitigation, then you MUST fill out Section
D of this
form
Buffer impact
Reason for
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
Impact
impact
Permanent (P)
allowable w/ mitigation)
required?
(sq ft)
(sq ft)
or Temporary T
B1 El P ❑ T
Protection of
Allowable
Unnamed trib
❑ Yes 9No
988
1784
existing
to Brandy Creek
structures
B2 Q P ❑ T
Outlet pipe from
Allowable
Unnamed trib to
❑ Yes Ef No
666
104
wet detention
Brandy Creek
basin
B3 ❑ P ❑ T
❑ Yes ❑ No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
1c. Comments
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed Impacts in designing project.
B1 - Rip rap outlet protection from the existing apartment complex pipe will only be installed outside of the 50'
buffer
B2 — Proposed wet detention basin has been designed to remove 90% TSS
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
B1 and B2 - No heavy equipment will be utilized within the 50' buffer; construction sequence calls for contractor
to begin and complete work within 48 hours and only when dry weather is predicted
FORM: BA 10 -2013 Page 5 of 7

C. Impact Justification and Mitigation, continued
2.
Buffer Mitigation
2a
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes [Q No
2b
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1 5
Total buffer mitigation required:
2c
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d
If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e
If no, then discuss what type of mitigation is proposed
2f.
Comments.
FORNt SSGP3080 8 -13 Page 6 of 7

E. Diffuse Flow Plan
All buffer Impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
[.Other
maintained. If a Level Spreader Is proposed, attach a Level Spreader Supplement Form
BMP
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ED/No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal /state) land?
Manual and attach a BMP Supplement Form.
1 b
F.
Supplementary Information
1.
Environmental Documentation
la
Does the project Involve an expenditure of public (federal /state /local) funds or the use of
❑ Yes ED/No
public (federal /state) land?
1 b
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a
Is the site in violation of DWR Wetland Rules (15A NCAC 02H 0500), Isolated Wetland
i
❑ Yes No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b
Is this an after - the -fact permit application?
❑ Yes dNo
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Hampton Downs of Youngsvllle, LLC
By Robert H. Goggins, III, 2� _
Manager /1 ! /fjt
�� VV 5/12/2015
Applicant/Agent's Signa ure
Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization letter from the applicant is provided )
Date
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
by First Class Dlfail via the US Postal Service
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class 1lltail
via the US Postal Service
Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For government transportation projects sent
by delivery service (UPS, FedEx, etc)
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc)
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
FORM- BA 10 -2013 Page 7 of 7

NORTH 1 HERESY CERTIFY THAT THE SUBDIVISION PLAT SHOWN MUTES.
QN HEREON HAS BEEN FDUMB TO COMA T WITH THE SUBDIVISION _PROPERTY IS SUBJECT TO A 60 NC DOT ROW ALONG US NWT 0 I-A
REGULATIONS OF THE TOWN OF YDUNGSVILLE WITH ALL _ppOPCRTY IS SUB TO ALL [ASEH[NTS, ALRCENENTS AND ROW S ON
VARIANCES NOTED IN THE MINUTES OF THE YOUNGSVILLE BOARD RECORD PRIOR TO THE RECORDING OF THIS PLAT
OF COMMISSIONERS AND THAT THIS PLAT IS APPROVED -ALL DISTANCES ARE HORIZONTAL GRDUNU DISTANCES
FOR RE[OROIIBT IN THE OFFICE OF THE REGISTER OF DEEDS
G
UT
k
7
Y
YDUNGSVILLE
HWY # O6
VICINITY AIAP
_LEGEND
NNFS SURI'EYEO
unES OT SUNALY -D
LIP -- EIISTDIG INCH PIPE
EGM - -- EAISTING —CM., NONU.—
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SUINGVISION ADHEIT kx OR •,J DATE
-- 1u
Eo >-
POUNDS,`
F C WINSTON
DEED BOOK # 753, PAGE / 620
1 JAMES WADE ATKINSON. JR A REGISTERED LAND SURVEYOR CERTIFY
THAT THIS PLAT REPRESENTS A SUBDIVISION OF LAND WITHIN THE AREA
OF A COUNTY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND
R \W - -- OHOLY OF nAY
0 --- CUAIPULL. POI., Z
ROFESSIONAL LAND SLR E O
IIONi11 CAR(AINA
FRWNWI CUUeir FC WINSTON
DEED BOOK If 753 PAGE 0 620
JN.IES WADE ATK4ISON JR CERTIFY THAT THIS PUT WAS DRAWN UNDER Dy y. COuPUIDC
MIT SUPERNLON ... IAN A�IUAL FIELD i UR— LU(O(E UNDER MY SUPEAVI51011) .1 HOPS rAC. P 1. O PRECISION ASBGA CITIATED4BY UTTIUGE30A, 0 111111 IS 1 20000 ny F gP7
D DIAT TT 1E BOUNOARES NOT SURVEYED AA E SHOWN AS BROK01 ONES PLOTTED FROM R OW
NFOALL\BON FOUND W PPF / i S DE // 01 ThAT THIS PUT WAS PREPARED LY 2 h gg7J3' 8 4J
ACCORDNICE WITH GS 47 -30 AS AMENDCO RIESS MY ORIGUTAL SIG—RE \ IgP ))•
REGISTRADDN NUUBEA AND SEAL THIS 5TH DAY OF JULY A.D 1001 g
DATE
SEAL CA ST..AW
i
WORTH CAROLINA
FMANALYI COUNTY
ROWS
\
Go—.
\ � <09NE B -T
LINE TABLE
Z LINE LENGTH BEARING \
5URlEY R LI 4288 $ 41 -W \ LI
1 -344b L2 760 549.45'3]'W
kEGI51 NATION NUMSE L3 1060 53537 OWW
L4 3380 S03 12.51'E \ YO
IS 250 N70- 58.37 -E
L6 236 S01.11IS'V \
L7 4170 N27 53 RWE \ L
LB 1920 S89.04'00'E \ C'I
L9 2707 S57'52'19'V \ •K� nN 82- 22' -51
LI0 3358 S55'0131'V \
LIl 3042 N01'13'10'E NCG5 POWI
11 319 S19.0100'E N 2 35 636
\ � E � 83] 571 6'.
DRUUA P WORA _ NLVILW UFTICEN OF FPNUON COUNTY
—T., THAI THE N OR PLAT TO n II ICK 11115 CERIIDCATION IS ATFIAED
MEETS Au STATuTOR, REOUIRENEIRS
ban owood '7-,W Of
R-1 OFFICER DATE
COUNTY
111E FOREGOING CERTIFICATE OF �1yWp� LL�(v,A RMEW OFFICER IS CERTIFIED
TO BE CORRECT MIS INSTRUMENT WAS PRESENTED FOR REGISTRATION AND RECORDED
IN PLAT
eaDA'gM_iPALE�j 1HIS-„j 1�,10D1 AT/.'55gu
LII�nT h) S
REGISTER OF DEEDS A68r5RA1 REG OF DEED To' t,
\so C
o
VA C
/
/�sySNC/
/ fY/
}5f
I
F C WINSTON 1
PRF /1, SLIDE /61 +1
1
OWNER MORRIS J HURT. MARCUS J
6D d IT
IT-7
III, aT
0.
ITG
IT
f V9
110 A6 BT, lL
POrR4E R BVIET`
DEED BOOK /IOM PORE / )50 IT
\ ROW
ROW
GRID NEIRTH
BASED ON DOM 4 1999 Pli R 419
NAD 83 DATUM
REFERENCES
REED DO tl 753, PAGE p 620
DEED B00K 0 1094, PAGE tl 598
DEED BOOK 0 980 PACE 0 222
DEED BOOK R 1044, PAGE 0 758
BOOK OF MAPS IT 1996 PAGE 0 33S
BOOK OF MAPS 0 1999 PAGE 0 169
PNF 0 3 SLIDE 0 150 -C
PRF 0 1 SLIDE 0 188 -A
PRF 0 1. SLIDE 0 U1
BOOK OF MAPS 0 1999 PAGE IT 419
AREA TABLE
LOT B AREA
A -1 1312 ACRES
A-2 1198 ACRES
A -3 1153 ACRES
A -4 1086 ACRES
A -5 0886 ACRES
A -6 0982 ACRES
B -1 1428 ACRES
11-2 1454 ACRES
B -3 1653 ACRES
/ '
I ( WE ) HEREBY CERTIFY THAT I AM ( WE ARE ) THE
/
i
LIT
OWNER(S) OF THE PROPERTY SHOWN AND DESCRIBED
HEREON WHICH VAS CONVEICD TO HE I US ) BY DEED
RECORDED IN THE REFERENCES LISTED ON THIS PLAT AND
THAT I ( WE ) HEREBY ADOPT THIS PLAN OF SUBDIVISION
JENKIxS WWO scar
WITH MY ( OUR ) FREE CONSENT ESTABLISH MINIMUM
BUILDING LINES, AND DEDICATE ALL DRAINAGEWAYS AND
BWK OF YAPS / )BED, PAGE IT IBB
\
OTHER OPEN SPACE TO PUBLIC OR PRIVATE USE AS NOTED
FONTHLR 1 ( WE ) CERTIFY THAT THE LAND ..S SHOWN
HEREON IS WITHIN THE SUBDIVISION IURISDICTION OF
FRANKLIN COUNTY
REVISIONS SUBMISION OF :
HAMPTON ' VILLACE OF YOUNCSVILLE
TOWNSHIP YDUNGSVILLE COUNTY FRANKLIN
50' 0' Too' STATE NORTH CAROLINA
ZONE MIXED USE\ SPECIAL USE TAX MAP C -7 PARCEL 83
/4 o L
DATE
OWNER- DATE
JAMES WADE ATKINSON, JR
PROFESSIONAL LAND SURVEYOR
136 BEAVER DAM DRIVE
YOUNGSVILLE NC, 27596
`TEIE 556 -6818
DATE 1-15 -01 SURVEYED BY JWA FIELD BOOK N 23
SCALE 1" = 100' DRAWN BY JWA DRAWING NO
CHECKED & CLOSURE BY JWA

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I YOUNGSVILLE
HWY
VICINITY AIAP
LEGEND
— LINES SORY£YEO
I HLREBT CERTIFY THAT THE SUBDIVISIDN PLAT SHOWN
NOTES,
W GLORIA # 810,
HEREON HAS BEEN FOUND TO COMPLY WITH THE SUBDIVISION
REGULATIONS OF FRANKLIN COUNTY, WITH ALL VARIANCES
- PROPERTY 13 SUBJECT TO A 60' NE DOT ROW ALONG
- PROPERTY IS SUBJECT TO ALL EASEMENTS, AGREEMENTS
US NVY. Y 1 -A.
//''�S,
GRID NORTH
NOTED IN THE MINUTES OF THE TOUNGSVILLE BOARD OF
LOMHISSIONERS AND THAT THIS PLAT IS APPROVED
FOR REGORGING IN THE OFFICE OF THE REGISTER OF DEEDS
PRIM
-ALI- D STANC TO THE RECORDING GROUND TMT3 PLAT
ALL DISTANCES ARE MNIROlRAL GROUND DISTANCES
AND RMWIS ON �i E
, 9
'39
\\ NIP
FCuu WINSTON �I
I ( VE ) HEREBY CERTIFY THAT 1 AM ( YE ARE ) THE
\
CURVE DATA
E
AREA BY COORDINATES
sY
Fp
DOMROL
HEREON WHICH WAS CONVEYED TO HE ( US ) BY BEEB
RECORDED IN THE REFERENCES LISTED ON THIS PLAT, AND
\
\
1
X37 2143 ACRES R
coRnER 7
CHID BRO = N 44'- 29' -21' W
��_r) -
-
JAMES CHARLES WILSON \
DEED BOOK a 857, PAGE 363 \\
BASED ON BOM 11 1999, P6 p IB9
•Q
j
G
60
MAD 83 DATUM
SUBD,1511SIDN ADMINISTRATOR DATE
'
O
N
6�ry
ti N 77
P R F # SLIDE 81 y
75423' TOTAL
E r� S
w
\
OLD PROPERTY LINE - __
\g 1
\\ \ F C WINSTON 11
# 1, SLIDE 8 81
51 \
\ \PRF
1
F WINSTON
\.
5? 66
SETBACKS
DEED BOOK N 753, PAGE # 620
oPEAn zlSm
ot➢ FR' 250 \o \
REFERENCES
'M
N 06 _35
DEED BOOK Y 753, PAGE B 620
FRONT = 500'
pp
NI m t'y
DEED BOOK p 1094, PAGE Y 598
REAR = 25 0'
I \
a Nw
DEED COX p
B 1044, PAGE Yp
SIDES = 200'
0�O
JAMES CHARLES WILSON N \ QI
I DEED BOOK # 857, PAGE # 128 `� \ �•
758
BOOK OF MAPS 1996, PAGE p 335
p
b I S \
BOOK 4
MAPS Y 1999, PAGE p 189
Dih
I u! \'O
AREA \
Il
PRF p 1, SLIDE p 160 -C
PRF p I, SLIDE p IBB -A
4.
fA1. G
I4 2116 ACRES \
PRF Y 1, SLIDE 0 BI
- LINES NOT SumIED 1, JAMES WADE ATKINSON, JR, A REGISTERED LAND SURVEYOR CERTIFY
DP -- EXImNC IRO)! PIPE THAT THIS PLAT REPRESENTS A RECOMBINATION OF LAND WITHIN THE AREA
ECM - -- EisnN CONCRETE MONUMENT OF A COUNTY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND
NIP - -- NEW IRON PIPE
PKN - -- PK HAIL
OMD - -- DOUG LE MERIDIAN DISTANCE
08 - - -- DEED 800K
R \W - - -- RIGHT OF WAY pU
- -- COW MD POINT , �
EGISTERED LAND SURVEY. DATE
NORTH CMOUNA
FRANKLIN COUNTY
I JAN'S WADE AIKINSON, JR CERTIFY THAT THIS PUT WAS DRAWN UNDER
MT SUPERVISION FROM (AI ACTUAL FIELD SURVEY MADE ONCE MY SUPERVISION)
(OEEO DESCRIPTION RECORDED 91 BOOK 753 PAGE 024, ECT) (0MER1 UTAT
ME RATIO OF PRECISION AS CACULATED MY LATITUDES AND OEPPRNRES IS 1 20 000
ANTI THAT ME BOUNDARIES NOT SURvEYD ME SHOWN AS BROKEN ONES PLOTTED FA04 ROW\
INFOfl1.UTION FOUl,O IN PRF j 1 SLIDE B B1, THAT THIS PIAT WAS PREPARED W
ACCORDANCE WITH GS 47 -30 AS AAENDEED WITNESS MY GRIGINAL SIGNATURE
REGWRATION NUMBER Al0 SEAL MIS 10TH DAY OF NOVEMBER, AO 1999 ROW,
/NIP SEAL OR VAMP
SuRVEYOR
L- V
R GISTRATION NUMBER
F C WINSTON
DEED BOOK # 753, PAGE # 620
NORTH CM...
FRAInIIN COL_
1 710-1 r WOOD REVIEW OMCIR OF FRANKL)N COUIM
CERTIFY MAT ME MAP OR PLAT TO WHICH THIS CERflMCATON IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS
9 WDIDU It-la-q9
REVIEW DmCCR DATE
NORM CAROLINA
FPoWKu. CoutM
THE FOREGOING CEITTIpCATE OF REVIEW OMCER IB CERMFD IN BE
EAT BOOK MIS INSTRUMENT WAS TMESENTED FOR flECl/STRATIOT AND RECORDED 1_1 \l0UN�0EC \� \9(i9l
I.
REGISTER OF DEEDS ASSISTANT REG OF DEEDS
RECORDED IN BOOK OF )MPS VOL
Si_ -\1 \DOG PL\f, — 11 \el
11_1 o0
— , , T S I N , ." t 1 1 1 , -- I I
1- --
I
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I
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old
Ilo
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of
I
I
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I
1
I
1
I
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7 66'
-1 \
ham' S� Li' Im AREA BY COORDINATES O•( \
J
h 2
AREA PflOPERIY UN 5 25 W %1
7871 ACRES I 6N� \'p
AREA BY COORDINATES S
5 00 �0
ro Lj�� 200 m DEED BOOK # 10044, PAG'E 7# 756
EP N 7
F WINSTON \ ROW
O
DEED BOOK # 753, PAGE # 620 < ^ ROW
TOTAL AREA
W GLORIA # 810,
N 82'- 22' -52' 700
% W 1938 55' -96 - JENKINS WHOLESALE
-C-
DEED BOOK SAGE 61 260
BOOK OF MAPS # 1999, PAGE 189
12.130 ACRES
pP
N 2.149,6]8 207 N
E BM 571 692 O
.__ 111
\\ NIP
FCuu WINSTON �I
I ( VE ) HEREBY CERTIFY THAT 1 AM ( YE ARE ) THE
\
CURVE DATA
E
AREA BY COORDINATES
sY
Fp
�� ��
HEREON WHICH WAS CONVEYED TO HE ( US ) BY BEEB
RECORDED IN THE REFERENCES LISTED ON THIS PLAT, AND
\
\
1
X37 2143 ACRES R
MAT I ( WE ) HEREBY ADOPT THIS PLAN OF SUBDIVISIDN
CHID BRO = N 44'- 29' -21' W
\
-
OF
CHD DISF = 10900'
ALL DRAINAGEWATS AND
OTHER SPACE
PI N(
j
LISA B McDOWELL
—RADIUS = 34000'
INSTON
W. \\
'
O
N
- DEED BOOK # 1047, PAGE jj 786
b
P R F # SLIDE 81 y
75423' TOTAL
M
n
\
OLD PROPERTY LINE - __
\
POD NIP
Du; MP �S NI
N 82'- 22' -52' 700
% W 1938 55' -96 - JENKINS WHOLESALE
-C-
0D•
NCGS 'POWER ' S
BOOK OF MAPS # 1999, PAGE 189
%Q \
�QQ
pP
N 2.149,6]8 207 N
E BM 571 692 O
.__ 111
\\ NIP
FCuu WINSTON �I
I ( VE ) HEREBY CERTIFY THAT 1 AM ( YE ARE ) THE
\
P R F 1, SLIDE # 81 1
D
OW NER(S) OF THE PROPERTY SHOWN AND DESCRIBED
sY
Fp
ti ON
AREA
HEREON WHICH WAS CONVEYED TO HE ( US ) BY BEEB
RECORDED IN THE REFERENCES LISTED ON THIS PLAT, AND
\
\
1
X37 2143 ACRES R
MAT I ( WE ) HEREBY ADOPT THIS PLAN OF SUBDIVISIDN
\
\
WITH NY ( OUR ) FREE CONSENT, ESTABLISH MINIMUM
BUILDING LINES, AIND DEDICATE
Q•\
s-) AREA BY COC RDIlUTE9
ALL DRAINAGEWATS AND
OTHER SPACE
PI N(
.�L\
>, I
FURTHER WE ) CERTIFY THAT THE LAUD AS SIOWNTEll
HEREON IS WITHIN THE SUBDIVISION JURISDICTION OF
INSTON
W. \\
N1 ,"S
7y iS;eYf' i
FRANKLIN COUNTY
P R F # SLIDE 81 y
,r
\
\
\\ \ F C WINSTON 11
# 1, SLIDE 8 81
OYNER(s) DATE
\ \PRF
1
/I GVNER(S) DATE
OWNER F C WINSTON. JR
REVISIONS RECOMBINATION SURVEY FOR: JAMES WADE ATKINSON, JR
PROFESSIONAL LAND SURVEYOR
MORRIS J. HURT 136 BEAVER DAM DRIVE
YOUNGSVILLE NC, 27596
TELE 556 -6818
TOWNSHIP YOUNGSVILLE COUNTY FRANKLIN DATE _ 9p 1 SURVEYED BY JWA FIELD BOOK N 23
5`0'_100' STATE NORTH CAROLINA SCALE I" = 100' ORAWN BY JWA
0' DRAWING NO
ZONE LI TAX MAP C -7 PARCEL 83 CHECKED & CLOSURE BY JWA

SITE
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This field sketch is to be used by a PLS to
locate delineated features.
stream channel;
SLA 1-12; likely
subject to 50-ft
buffer
0 -M 84!
IF
tream located
ffsite; not flagged;
ubject to a 50-ft
small wetland;
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Hampton Downs at Youngsville - Preliminary Delineation Results
January 9, 2015

moo®
NCDEN
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January 29, 2015
Hampton Downs of Youngsville
2745 Hurt Dr.
Rocky Mount, NC 27304
Donald R. van der Vaart
Secretary
Subject: Buffer Determination
NBRRO 15 -010
Franklin County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 28.0233)
Start@
❑ Tar - Pamlico (15A NCAC 26.0259)
Ephemeral /Intermittent/Perennial Determination
_ _
❑ Isolated Wetland Determination
❑ Jo rdan (15A NCA C 2B 0267)
To
Project Name: Hampton Downs
Location/Directions: Property is located between HWY 96 and alt. US 1.
Subject Stream: Brandy Creek
Determination Date: January 13, 2015 Staff: James Graham
Feature/Flag
Not
Subject
E/1/P*
Start@
Stop@
Soil
USGS
Subject
To
Survey
I
Topo
To
Buffers
i Buffers
A
X
I I
Flag
( X
*E /I/P - EphemeraYIntermittent /Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
..Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional accordins to the US Army Corps of Engineers and/or to the Division of Water Resources
(DW'R).
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DNVR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from thted
��att�rrrll�
North Carolina Division of Water Resources 1,628 Mad Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet. www navaterguality era Location. 3800 Barrett Drive Raleigh NC 27609 Fax [phone]
An couai CoportunityrAtfirmative Action employer- 501% ,Racycled /10% Post Ccrsumar?aoer

Hampton Downs
Wake County
January 29, 2015
Page 2 oft
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred'to the Director in writing c/o Karen Biggins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future.correspondences regarding the subject property (stated
above). This project may require a Section 404 1401 Permit,for -the proposed activity. `Any inquiries should be
directed to the Division of.Water Resources (Central Office) at (919 )-807 -6300, and the US Army Corp of Engineers
(Raleigh Rea ilatory Field Ofi"ice) at (919) - 554. 488.4.
If you have questions regarding this determination, please feel free to contact James Graham at (919) 7914256.
Re -c .Ily,
Danny SmiiT , Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO /SWP File Copy
i:auren`Riiper -
Environmental Services, Inc.
4901 Trademark Dr

r!3
ACME Mapper 2.1 - 1.3 mi NW ol'Notingsville NC
I of 1 1/12/2015 2:38 I'M

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s j

e
r =i I Isis field sketch is to be Used by a PI-S to
locate delineated features.
p ", o►��3ti .�' ,�
IJ impton Downs at Youngsvill
.Jankimy 9, 015
�� O ttt�348 � � ` i +�I'1 �{ � � f•
e - Preliminary Delineation Results �!
��� is

A
NCDENR
Permit No
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required information
11FROJECTINF_ORMATION°
Project name Hampton Downs of Youngsville Duplex Subdivision
Contact person Karen G Callaway P E
Phone number 252446.3017 Email karen@mackgaypa com
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area, post - development
% Impervious
Design rainfall depth
Storage Volume: Non-SA Waters
Minimum volume required
Volume provided
Storage Volume. SA Waters
15" runoff volume
Pre - development 1 -yr, 24 -hr runoff
Post - development 1 -yr, 24 -hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre /post control of the 1 yr 24hr storm peak flow required?
1 -yr, 24 -hr rainfall depth
Rational C, pre - development
Rational C, post - development
Rainfall Intensity 1 -yr, 24 -hr storm
Pre - development 1 -yr, 24 -hr peak flow
Post - development 1 -yr, 24 -hr peak flow
Pre /Post 1 -yr, 24 -hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx at the perm pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state - required temp pool? I
Elevation of the top of the additional volume
10 -May -15
1
595,150 ftz
319 806 ftz
5374 %
10 in
26.460 ft3
27,500 ft3
ft3
ft3
ft3
ft3
ft3
(Y or N)
29 In
(to be provided by DWQ)
O�OF W AT F9pG
o ""il� 1-C
OK, volume provided Is equal to or In excess of volume required.
025 (unitless)
063 (unitless)
012 in /hr OK
543 ft3 /sec
103 ft3 /sec
0 60 ft3 /sec
38450 fmsl
38225 fmsl
38175 fmsl
38275 fmsl
38175 fmsl
37700 fmsl
37600 fmsl
100 ft
(Y or N)
fmsl
Form SW401 -Wet Detention Basin -Rev 9. 1118/12 Parts I & 11 Design Summary, Page 1 of 2

Permit No
(to be provided by DWQ)
Sm a
II DESIGN IPIFORMATION������- ������> '���.`;�`.�ss��.>.��:r,:.��'�'.
Surface Areas
Area, temporary pool 27 500 ft2
Area REQUIRED, permanent pool 17,553 ft
SAIDA ratio 2 95 (unitless)
Area PROVIDED, permanent pool, Ap._xd 19,041 ft OK
Area, bottom of 1Oft vegetated shelf, Ado, 0e,i 14,844 ft
Area, sediment cleanout, top elevation (bottom of pond), A�,you,id 5,102 ft`
Volumes
Volume, temporary pool
Volume, permanent pool, Vp.,.l
Volume, forebay (sum of forebays If more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain /Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used In SAIDA table)
Calculation option 1 used? (See Figure 10 -2b)
Volume, permanent pool, Vp--.
Area provided, permanent pool, AP. _.1
Average depth calculated
Average depth used In SAIDA, da,, (Round to nearest 0 5ft)
Calculation option 2 used? (See Figure 10 -2b)
Area provided, permanent pool, Apei,y.i
Area, bottom of 10ft vegetated shelf, Ab,, shelf
Area, sediment cleanout, top elevation (bottom of pond), At,,-po,d
"Depth" (distance b/w bottom of 10ft shelf and top of sediment)
Average depth calculated
Average depth used In SA/DA, day, (Round to down to nearest 0 5ft)
Drawdown Calculations
Drawdown through onfice?
Diameter of onfice (If circular)
Area of onfice (if- non - circular)
Coefficient of discharge (Cc)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C„,)
Length of weir (L)
Driving head (H)
Pre - development 1 -yr, 24 -hr peak flow
Post - development 1 -yr, 24 -hr peak flow
Storage volume discharge rate (through discharge onfice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 3 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is
27,500 ft3 OK
58,052 ft3
12,085 ft'
208% % OK
90 %
N (Y or N)
Y (Y or N)
295 ( unitless)
N (Y or N)
58,052 ft3
19,041 ft
371 ft
OK
3 5 ft
OK
Y .(YorN)
OK
19,041
OK
14,844 ft`
OK
5,102 ft2
OK
475 ft
OK
371 ft
OK
35ft
OK
Pump
Y (Y or N)
300 in
in
060 (unitless)
125 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
0 47 ft'/sec
1 10 ft3 /sec
0 14 ft3 /sec
2 50 days OK, draws down in 2 -5 days
3 1
OK
10 1
OK
10 0 ft
OK
3 1
OK
3 1 1
OK
Y (Y or N)
OK
13 ft
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Forth SW401 -Wet Detention Basin -Rev 9-4/18/12 Parts I & 11 Design Summary, Page 2 of 2

ma*NR
Permit No
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all of the required Information
I PROJECVINFORMAT10N
Project name Hampton Downs of Youngsvllle Duplex Subdivision
Contact person Kare^ G Callaway, P E
Phone number 252 -446 -3017 Email 'QrenCmaatgaypa com
Date 10- May -15
Drainage area number 1
(to be provided by DWQ)
O�O� W A TF9oG
h �
> ti
CS <
IIDESIGNiINF,ORMATION ""
��
IN MA
Site Characteristics
Drainage area
595,150 ft
Impervious area, post - development
319,806 ft
% Impervious
5374 %
Design rainfall depth
10 In
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
15' runoff volume
Pre - development 1 -yr, 24 -hr runoff
Post - development 1 -yr, 24 -hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre /post control of the 1 yr 24hr stone peak flow required?
1 -yr, 24 -hr rainfall depth
Rational C, pre - development
Rational C, post - development
Rainfall intensity 1 -yr, 24 -hr storm
Pre - development 1 -yr, 24 -hr peak flow
Post - development 1 -yr, 24 -hr peak flow
Pre /Post 1 -yr, 24 -hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx at the perm pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state - required temp pool'?
Elevation of the top of the additional volume
26,460 ft3
27,500 ft3
OK, volume provided is equal to or In excess of volume required
ft3
ft3
ft3
ft3
ft3
(Y or N)
2 9 in
0 25 (unitless)
0 63 (unitless)
012 in/hr CK
0 43 ft3 /sec
1.03 ft3 /sec
0 60 ft3 /sec
38450 fmsl
38225 fmsl
38175 fmsl
38275 fmsl
38175 fmsl
37700 fmsl
37600 fmsl
100 ft
N (Y or N)
fmsl
19' VEAL
E 13 ?34 a .�
` d �-tc f Y M -3
Lti
Form SW401 -Wet Detention Basin -Rev 9-4/18112 Parts I & 11 Design Summary, Page 1 of 2

Permit No
(to be provided by DWQ)
I MESIGNsINFORMATION���
Surface Areas
Area, temporary pool 27,500 ftz
Area REQUIRED, permanent pool 17,553 ft
SAIDA ratio 2 95 (unitless)
Area PROVIDED, permanent pool, Apen -pad
Area, bottom of 10ft vegetated shelf, Abo, ,1e,t
Area, sediment cleanout, top elevation (bottom of pond), Abot,.d
Volumes
Volume, temporary pool
Volume, permanent pool, Vpe- -pcd
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain /Piedmont SAIDA Table Used9
SAIDA ratio
Average depth (used in SAIDA table)
Calculation option 1 used? (See Figure 10 -2b)
Volume, permanent pool, Vp, --P.
Area provided, permanent pool, APefn,y -i
Average depth calculated
Average depth used in SAIDA, dav, (Round to nearest 0 5ft)
Calculation option 2 used? (See Figure 10 -2b)
Area provided, permanent pool, Ap.-p d
Area, bottom of 10ft vegetated shelf, Abot 5nelt
Area, sediment cleanout, top elevation (bottom of pond), Abotyond
"Depth" (distance b/w bottom of 1Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, clay, (Round to down to nearest 0 5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if- non - circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (Cw)
Length of weir (L)
Driving head (H)
Pre - development 1 -yr, 24 -hr peak flow
Post - development 1 -yr, 24 -hr peak flow
Storage volume discharge rate (through discharge onfice or weir)
19,041 ft OK
14,844 fit
5102 ft`
27,500 ft3 OK
58,052 ft3
12,065 ft3
208% % OK
90 %
N (Y or N)
Y (Y or N)
295 (unitless)
N (Y or N)
58,052 ft'
19,041 ft`
371 ft
35 ft
Y (Y or N)
19,041 ft
14,844
5,102 fe
475 ft
371 ft
35 ft
(Y or N)
3 00 in
in
0 60 (unitless)
125 It
_(Y or N)
_ (unitless)
(unitless)
ft
ft
0 47 ft3 /sec
1 10 ft3 /sec
0 14 ft3 /sec
OK
OK
OK
OK
Storage volume drawdown time
260 days
OK, draws down in 2 -5 days
Additional Information
Vegetated side slopes
3 1
OK
Vegetated shelf slope
10 1
OK
Vegetated shelf width
100 ft
OK
Length of flowpath to width ratio
3 1
OK
Length to width ratio
3 1 1
OK
Trash rack for overflow & onfice?
Y (Y or N)
OK
Freeboard provided
1 3 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies Is
(Pump
Form SW401 -Wet Detention Basin -Rev 9- 4/18/12 Parts I & 11 Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
FT 8;r'YC ^x J*+;6 �5 %'y�c
Iili REQUIRED ITENIS;CIiECI<LIST ;3r '' �l..t
"��;' ti& J :k s irk d
Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial In the space provided to
indicate the following design requirements have been met, If the applicant has designated an agent, the agent may Initial below If a
requirement has not been met, attach justification.
MAR Calc Booklet 8 A copy of the signed and notarized operation and maintenance (0 &M) agreement
MAR Calc Booklet 9 A copy of the deed restrictions (if required)
MAR Calc Booklet 10 A soils report that Is based upon an actual field investigation, soil borings, and infiltration tests County
sod maps are not an acceptable source of soils Information
Form SW401 -Wet Detention Basin -Rev 9- 4/18/12 Part III Required Items Checklist, Page 1 of 1
Page/ Plan
Initials
Sheet No.
MAR
C3, C5, C20
1 Plans (1" - 50' or larger) of the entire site showing-
Design at ultimate build -out,
G 22
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
- Boundaries of drainage easement.
MAR
C8, C20
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross - section,
- Vegetation specification for planting shelf, and
- Filter strip 1�3a6ill dt�5;3y) Z4 -/-oi q o- j" 1'255
MAR
C -20
3 Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
MAR
C -19, C -20
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
MAR
Calc Booklet
5 A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
MAR
C -19
6 A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area Is stabilized.
MAR
Calc. Booklet
7 The supporting calculations.
MAR Calc Booklet 8 A copy of the signed and notarized operation and maintenance (0 &M) agreement
MAR Calc Booklet 9 A copy of the deed restrictions (if required)
MAR Calc Booklet 10 A soils report that Is based upon an actual field investigation, soil borings, and infiltration tests County
sod maps are not an acceptable source of soils Information
Form SW401 -Wet Detention Basin -Rev 9- 4/18/12 Part III Required Items Checklist, Page 1 of 1