20071815 Ver 2_Riparian Buffer Authorization_20161128

November 28, 2016
NC Division of Water Resources
401 & Buffer Permitting Unit
Attn: Ms. Karen Higgins
512 N. Salisbury Street
Raleigh, NC 27604
Re: The Meadows Subdivision
Request for Buffer Impact Approval
DWQ Project #07-1815
Sage Project #2016.50
On behalf of Mr. Jason Vickers of KB Home, please find attached a complete application
and supplemental information requesting written approval from the North Carolina
Division of Water Resources (NCDWR) to proceed with activities associated with the
proposed stabilization of existing discharge swales from previously approved stormwater
BMP devices
Project History
The majority of the lots within The Meadows subdivision have been developed. NBRRO
06-244 corresponds to the riparian buffer determination made on the site in 2006. A single
road crossing of a buffered stream was permitted (DWQ Project #07-1815) and allowed
for 150 LF of stream impact and buffer impacts totaling 12,867 ft2 (4,837 ft2 in Zone 2 and
8,030 ft2 in Zone 1). This road has not been constructed. Four stormwater devices were
previously approved by the Town of Wake Forest and NCDWR. Riparian buffer approval
for the discharge swales associated with the BMPs were not requested however were
shown on the approved plans. The stormwater devices meet the stormwater standard
requirements, however, the discharge swales for BMPs 1-3 are becoming unstable in
some cases.
Project Summary and Purpose
The purpose of the proposed project is to stabilize the existing BMP discharge points into
streams so that further erosion will not take place. The project will involve the shaping
and stabilization of the existing outlet swales discharging from the existing stormwater
BMP devices.
Avoidance and Minimization
The heavy equipment required to complete
the buffers to minimize impacts.
the repairs will remain outside of Zone 1 of
The Meadows Subdivision Page 1 of 2

Project Impacts
No stream or wetland impacts are proposed. The riparian buffer impacts resulting from
the three previously approved stormwater BMP devices total 4,887 ft2 in Zone 1 and 5,147
ft2 of Zone 2. The discharge swale from BMP #1 will have buffer impacts of 1,033 ft2 in
Zone 1 and 2,650 ft2 of Zone 2. The discharge swale from BMP #2 will have buffer impacts
of 2,925 ft2 in Zone 1 and 1,832 ft2 of Zone 2. The discharge swale from BMP #3 will have
buffer impacts of 929 ft2 in Zone 1 and 665 ft2 of Zone 2.
Mitigation
No mitigation has been proposed because all of the proposed impacts are considered
"allowable".
If you have any questions, please call me at [phone].
Sincerely,
Sean Clark, PWS
Sage Ecological Services, Inc.
Attachments:
Buffer Authorization Form
Agent Authorization Form
Site Photos
USGS Topographic Quad Site Vicinity Map
Wake County Soil Survey Site Vicinity Map
Overall Map
Impact Maps (3 sheets)
The Meadows Subdivision Page 2 of 2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 0213 .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
1a. Name of project:
The Meadows
1 b. County:
Wake
1c. Nearest municipality:
Wake Forest
1 d. Subdivision name:
The Meadows
1 e. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer if below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes No
2. Owner Information
2a. Name on Recorded Deed:
The Meadows Homeowners Association of Wake Forest Inc.
2b. Deed Book and Page No.
15074/1167
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
2d. Responsible Party
(for Corporations):
Jason Vickers
KB Home
2e. Street address:
4506 South Miami Boulevard
2f. City, state, zip:
Durham, NC 27703
2g. Telephone no.:
919-768-7993
2h. Fax no.:
2i. Email address:
jdvickers(cDkbhome.com
3. Applicant Information (if different from owner)
3a. Applicant is:
® Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
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:
Sean Clark
4b. Business name
(if applicable):
Sage Ecological Services, Inc.
4c. Street address:
3707 Swift Drive
4d. City, state, zip:
Raleigh, NC 27606
4e. Telephone no.:
919-559-1537
4f. Fax no.:
4g. Email address:
[e-mail]
FORM: 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): 1841-79-2839, 1841-79-8228, 1841-68-9765
1 b. Site coordinates (in decimal degrees): Latitude: 36.002270
1Longitude: -78.503166
1c. Property size: 7.23 acres (within BMP designated areas)
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Richland Creek
2b. Water Quality Classification of nearest receiving
WS -IV; NSW
water.
2c. River basin:
Neuse
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:
The majority of the lots within the Meadows subdivision have been developed. The stormwater devices were
previously approved by the Town of Wake Forest and NCDWR. Riparian buffer approval for the BMP outlet
structures were not requested or granted at the time the BMPs and overall subdivision was approved (DWQ
Project #07-1815). The stormwater devices meet the stormwater standard requirements, however, the
discharge swales for BMPs 1-3 are becoming unstable in some cases.
3b. Attach an 8 '/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/ 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:
Two streams flow along the southern and northern property line that total approximately 2,100 LF.
3e. Explain the purpose of the proposed project:
The purpose of the proposed project is to stabilize the existing BMP discharge points into streams so that
further erosion will not take place.
3f. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the shaping and stabilization of the existing outlet swales discharging from the existing
stormwater BMP devices. Heavy equipment will be used to grade and install riprap.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments: NBRRO 05-244 corresponds to
project (including all prior phases) in the past?
the initial, predevelopment determination
made in October of 2006.
4b. If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: Mr. Chris
Name (if known):
Flowers (formerly of S&EC)
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
USACE determination date is unknown. NBRRO 05-244 corresponds to the initial, predevelopment
determination made in October of 2006.
6. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to "help file" instructions.
A single road crossing of a buffered stream was permitted (DWQ Project #07-1815) and allowed for 150 LF of
stream impact and buffer impacts totaling 12,867 ft2 (4,837 ft2 in Zone 2 and 8,030 ft2 in Zone 1). This road has
not been constructed. The stormwater devices on the site were approved by NCDWQ as well.
FORM: BA 10-2013 Page 3 of 7

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
FORM: SSGP3080 8-13 Page 4 of 7

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected
® Neuse ❑ Tar -Pamlico ❑ Catawba
basin?
❑ 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
wi
required?
(Sq ft)
(Sq ft)
or Temporary
131 ®P ❑ T
BMP discharge
allowable
UT to Richland
❑ Yes ® No
1,033
2,650
stabilization
Creek
B2 ® P ❑ T
BMP discharge
allowable
UT to Richland
❑ Yes ® No
2,925
1,832
stabilization
Creek
B3 ® P ❑ T
BMP discharge
allowable
UT to Richland
❑ Yes ® No
929
665
stabilization
Creek
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total
buffer impacts
4,887
5,147
1 c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed impacts are requested to stabilize the outlet structures from existing and previously approved
stormwater BMPs. All other buffer impacts were avoided.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Equipment will remain outside of Zone 1 to minimize temporary construction impacts to sensitive
areas adjacent to the streams.
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 ® 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 Multiplier Required mitigation
(square feet s uare 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:
FORM: 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 BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
of public (federal/state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use
❑ Yes ® No
of 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.-
omments:2.
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ 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 ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Sean Clark 11/28/16
Applicant/Agent's Printed Name pplicant/Agent's SignAture Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
by First Class Mail 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 Mail
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

AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
Name: 015 4JxCnE
Address: 4SP-& S . H 1A4Mt SW 1a .
Phone: 91 11 . 2196, 4"991 -3
Project Name/Description: The Meadows
Sage Project # 2016.50
Date: / / 4l f� Ito
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
1, the undersigned, a duly authorized owner of record of the property/properties
identified herein, do authorize representatives of the U.S. Army Corps of Engineers
(Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations and issuing a determination associated with Waters of the U.S. subject
to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899. 1 also hereby designate and authorize Sage Ecological
Services to act on my behalf as my agent in the processing of permit applications, to
furnish upon request supplemental information in support of applications, etc. from this
day forward.
This notification supersedes any previous correspondence concerning the agent for this
project.
Notice: This aufhorization, for liability and professional courtesy reasons, is valid only
for government ofliicisls to enter the property when accompanied by Sage staff. You
should call Sage to arrange a prior to visiting the site.
BY: v IGai2S BY:
Print Name of Landowner or Sig natu Landowner or Legal
Legal Representative Representative

i0
Map Location
i,,GRANVILLE i
FRANKLIP
)RANGEil DURHAM
WAKE NF
;HATHAM ,' z�
JOHNSTON
LEE
HARNETT
1W
40
Existing Subdivision
! `%
014
i. It. I t C 2013 Natio a ographic So iety i- ubec
USGS Topographic Map Figure 1
The Meadows
Sage Project #2016.50 N
Wake Forest, NC
Wake Forest Quadrangle Sage Ecological Services, Inc.
USGS Topography, December 2013 Office: 919-335-6757
November 7, 2016 Cell: 919-559-1537
0 130 260 520 780 1,040
Feet

CeD
d�
BMP #1 ' i .-. N•
e
(WwE
t m
r
BMP #3
.� BMP #2 `Ca
CeC � -
a LJ
eD
{ "� 9 4
!7! a] ,
.P.' f1'
q
eB
0
-.
,,...�`
Existing Subdivision
7.. , a
Map Location NRCS Soils Map Figure 2
GRANVILLE
FRANKLI
,RANGE DURHAM
WAKE N'
:HATHAM
JOHNSTON
LEE
HARNETT
The Meadows
Sage Project #2016.50
Wake Forest, NC
Wake County Soil Survey
Soil Sheet 11
November 7, 2016
0 130 260 520 780 1,040
Fee
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

SITE PHOTOS
The Meadows Subdivision Site Photos Page] of 3

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STREET TREE PLANTINGS - 9,100 LF
1 CANOPY TREE/50 IF OR 1 UNDERSTORY TREE/35 W OR A COMBINATION OF BOTH
MN. 20' SPACING BETWEEN CANOPY TREE: Ir SPACING BETWEEN CANOPY TFEES AW UNDERSTORY
TREES; r BETWEEN LNOERSTaRY TREES
RQAREO PROPOSED BOTANICAL NAME COMMON NAME
184 164 QUERCUS "Cum WWLOW OAK
PLANT LIST
OTY. eOTArNCA1 K&E COMMON NAME ROOT SIE HEIGHT
184 QUERCUS PIELLOS WILLOW OAK M 2 1/2' CI 9-1&15 PLATANUS OCCIDENTALIS SYCAMOREBB 2 IIr CAL r-tO
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69 CAMELLIA SASANQUA SASAIIQJA CAMDIIA CONT. 3 GAL Y
105 -CA CEIRIERA WAX MYRTLE CONT. 3 CAL 7
NOTES: 1. PUNT STIES ■ HEIGHTS INDICATED >P[OFY MINIMUM A DOUBLE SZES AT "TING,
Jal
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41
oiY
TYPE B SCREENING 1,446 LF
PLANT LEGEND
TYPE B VER A- SCREEN. 10' wOE:
NL DE SA[/MINER SUBdNSION SIREFE
6' 1Q CYC SLRWYA
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2 TREES/1,00o Sr . N TREES RGRED,.Y2�.
-
NOTES FOR OUSTING TREE RETAINING WALL
12 9MUBS/1,ODO SF . 174 SHRUBS REQUIRED
1. SMALL FNM A NC LICENSED ARBORST TO INSPECT THE 31' TREE TO BE
QS�"
MNINUM 5000 EARGfEEN
,
GRADING AND RETAINING WALL INSTALLATION AND POST CONSTRAICTION TREATMENT
QTY. BOTAPCA TUNE CGIMRWI NATE
YAIIWE FEIdIT
11'gLA10LE
SYcAMO100•
15 PRATANS OCCDENTAS E
76-
® IM9CNRHOIY
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30-60
sTRezT
66 CAYFLUA SA6 A SASANQUA CAMELLIA
7-12'
® WtAN cA-
105 MYRCA DEPFERA WAX MYRTLE
SE PLANT UST FOR PLANTING 9m
IU -IT
WAX MIRK
BUILDING SETBACKS, LOTS AREAS, 6 LOT WIDTHS
ZONING MINIMUM MINIMUM FROM SIDE REAR
LOTWIDTH LOTAREA SIDE CORNER
C.U. 148 SO 81000 SF 2V r 15 27
C.U.R-10 60 10,0008 3W 10 2V 20,
Ex. l6alse RNm SUFFER
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PROJECT NOTES
FOL NAl11NA GAB,
NL DE SA[/MINER SUBdNSION SIREFE
6' 1Q CYC SLRWYA
•,/r NA rom
2-10 1
2' slow
-
NOTES FOR OUSTING TREE RETAINING WALL
Ww
1. SMALL FNM A NC LICENSED ARBORST TO INSPECT THE 31' TREE TO BE
�M
SAID
SAVED PRIOR TO START OF SITE CONSTRUCTION AND PRIOR TO INSTALLATION OFIS
RFTANNG WALL, THE ARBORIST SHALL FECOLIEND CONSTRUCTION METHODS FOR
,
GRADING AND RETAINING WALL INSTALLATION AND POST CONSTRAICTION TREATMENT
16. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS. AND SIZES OF EXISTING PUBLIC
METHODS THAT NLL MINIMIZE DAMAGE TO THE TREE AND THAT WALL PROMOTE THE
EC .,Ir PO1 ODf
HEALTHAND LONGEVITY OF THE TREE AFTER COHSIRUCTION,PROPOSES
4;
Z THE PROPOSED RETAINING WALL SHALL BE A PRECAST CONCRETE MODULAR BLOCK
WALL SIMILAR TO ONE MANUFACTURED By VERSA-LOK OR KEYSTONE RETAINING WALL
FOACST
PMN EASEMENT \ A
SYSTEMS EVERY EFFORT SHALL BE MADE TO PROTECT ME TREE AND IT'S ROOT
sTRezT
SYSTEM, ONLY HAND EXCAVATION SHALL BE ALLOWED NMN THE DRP LINE UNLESS
OMERMSE AUTHORIZED BY THE ARBORIST.
e• WIDE (10MCEiC !
\
3. NIPHOES 94ALL BE INSTALLED N THE WALL AT R.O.W. U DERDRAIN PIPE BEHIND
THE WALL SHALL BE DWRTED TO C8#309.
4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE RETAINING WALL AND
''\ - -
\ \ 1
UDERDR IN CONNECTION TO ME ENGINEER FOR APPROVAL'�-
..J(6
5. TOP OF WALL ELEVATION SINAL BE SET MIN. 3' ABOVE EASTNG GROUND ON ME
AAIOMI rTTY 9 E SPACE: 0. 3 ACC
TREE SIDE,
\
91
THAT HE A DENIAL
WAKE FOREST AND THE CITY Or RALEIGH M JUSTIFY MY CIIENTS INABILITY TO CONSTRUCT INE
Y
PHASE R6YISION NOTE.
D«c. c.a.o rat®
DETAIL
THE CLOUDED AREAS INDICATE PROPOSED REVISIONS
TO THE PHASE LINES.
\
TF•YNAF:: (MP,
PNWOSED IO WIDE LAro usEK v"A50ARRi
AREA LOCATED IN THE
xgee wu R COxSDERED
OPEN SPICE Alp NLL BE
\
OWYOWNED• ~EU BY THE MEADOWS HOME
�ASSOCIATON.
\
IMPORTANT CHARN
RUBE
\ NeLR BIrPER
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PROPOSED r "
• BIWPFR STREET TREE
EA
SEMENT
I 1 ON•411" Y11°'O 11 1
Or
�,.0 It 11 O 11 II m 1160 r
6TIWL1 50' RIGHT-OF-WAY ImpervlOua Asea Calculatlon
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SIOWWMke:
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PROJECT NOTES
FOL NAl11NA GAB,
NL DE SA[/MINER SUBdNSION SIREFE
6' 1Q CYC SLRWYA
•,/r NA rom
1• ALL LOTS WAIL BE CONNECTED 70 THE CIT' M RALOEpI WATER MO SANITARY EW[R
TRE YO
'RAWN AND TO
TYPICAL STREET CROSS-SECTION
u nm B RP
SYSTEMS.
15. ALL RETANMG WALLS OVER 30' MAY RECLINE PERMITTING BY THE TOWN OF WAKE FOREST.
AND COMPACTED TO FILL VO06
LAND TO BRING AREA TO ROUGH GRADE
RR MYTu+A GAS
1LIVrIOr'W. HNNIF,
2. ALL EXISTING VEGETATION N BUFFER AREAS TO REMAIN IN UNGRADED AREAS.
16. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS. AND SIZES OF EXISTING PUBLIC
N.T.S.
EC .,Ir PO1 ODf
3. ALL STORM DRAINAGE LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL BE
dRm-
RIGHT-OF-WAY
TOkRINRST a
PLIBLIC
_ OPDRAN EASEMENNTT \
\ 1, 1Wf
sTRezT
PROMOM NM STANDARD EASEMENT PDMS AS PER TOWN OF WAKE FORST REQUIREMENTS
METso'
(ACCE ON M AM CROSSING N 7HE MEADOWS. ACOE WOULD NOTRECEIVED VERFIAL
tNO11FlCATM FROM APPROVALFOR OF
APPROVETHE STREAM
L �'Oj N./ / O4//
went WFTR SFACE: 4ei„2 AMC
G O
AND SHALL BE DEDICATED TO THE TOWN OF WAKE FOREST ON THE FINAL PLAT.
AAIOMI rTTY 9 E SPACE: 0. 3 ACC
3r H
1
"e
THAT HE A DENIAL
WAKE FOREST AND THE CITY Or RALEIGH M JUSTIFY MY CIIENTS INABILITY TO CONSTRUCT INE
-
4. ALL SANITARY SEWER LOCATED OUTSIDE THE PROPOSED STREET RIGHT-OF-WAY SHALL BE
ARO „a SASE T
Pm 1Nlemr 42
STREAM CROSSNG. MR. BERN ONCE AGAIN STATED THAT OUR APPUCATDN DOES NOT MEET
TF•YNAF:: (MP,
PNWOSED IO WIDE LAro usEK v"A50ARRi
PROMDED NTH STANDARD EASEMENT RIDTHS AS PER CITY OF RALFJGII REQUIREMENTS AND
IRV
30' R.MT tEC11011 2!'
ttr
SNALL BE DEDICATED TO THE CITY OF R/LEIGI ON THE FINAL RAT.
3
6•
1
V
Ir
S ALL EASEMENTS NTH PIPES AND/OR STRUCTURES SHALL BE CLEARED k GRUBBED AND
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S10RMDRNM EASEMENT. - _•I -. _
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SEEDED.
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STREETS. SIDEWALK, NFD DS AN DRAIN CONSTRUCTION KN SHAD BE IN ACCORDANCE NM
\FGA «ATwL WAR. TOWN tR' WAKE FOREST STANDARDS AND SPECFlGIKINS. LATEST EDITION
B. ALL WATIM AND SEWER CONSIRM71ON SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH
PAVEMENT SECTION SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER STANDARDS AND SPECIFICATIONS. LATEST EDITION.
�Y•NDAusE. xxx vAr¢sA M
Tamm 10. PAVEMENT DESIGN SHALL BE Vc:OF® BY A l,'EOIECNNICA ENGINEER'S REPORT.
T L1MIERI•nGNf QxAWR \ \ AREA LOCATED IN THE \',Jf I It. HCA DENOTES LOCATION OF PROPOSED HANDICAP ACCESS AT CURB/SIDEWALK.
`1P r �`/�� \ NRBB NLL BE CONSIDERED PTEVIOUSIY
• _{ 7 OPEN SPACE AND NLL BE / -- ._
/ OPEN F wMANDND BY efllllff0lj bUf fTOE 12. EXISTING VEGETATION AND NATURAL AREAS WILL BE PROTECTED TO THE GREATEST EXTENT
THE MEADONS COME P POSSIBLE AND MINIMUM CLEARING OF LAND SHALL RE IINDERTANEN DURING DLtiELWMtNT.
\ VTNERS AMOCARON. COOStfUCI(;(i.
f ' 13. THIS PRASE OF THE PROJECT DOES NOT PROPOSE FILL IN THE 100 -TR OR 500 -YR FLOOD
♦T'�I� - - \ \ I / PLAINS
BE NOE i +7 M RANO I "� n N
`�tel 3
a� J
1-2f. III m rr IrAF i
L SEEP. )ACURB " /
SIE ECRL M ON SNWET- Terss� A /
3. \
P.). `6.3TT 1 i ' SFr lea9NsT €. x+ \
L - �-iTFilY.6rS'
Y
PROP. r BNELT \� i ,
TRE EASEMENT
\
1HG SHEET 1 rxN:e,r65Jne0
14. ALL PRIVATE COMMON AND OPEN SPACE AREAS SHALL BE OVMED AND MAINTAINED BY THE
it
\`\EOSIINW
F' en,JTo I LAuO u2N"sMO Nnk
TRE YO
'RAWN AND TO
-, _,
> \ \
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15. ALL RETANMG WALLS OVER 30' MAY RECLINE PERMITTING BY THE TOWN OF WAKE FOREST.
AND COMPACTED TO FILL VO06
LAND TO BRING AREA TO ROUGH GRADE
\
16. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS. AND SIZES OF EXISTING PUBLIC
AVERAGE LOT SIE: ASM s O.u. R -e (IIOMOB>
12.264 8 GU. R -1B cRG1POD)
PROPOSED EA _ -
%EARE
dRm-
,
O y\
� �20'
TOkRINRST a
PLIBLIC
_ OPDRAN EASEMENNTT \
\ 1, 1Wf
17 BSC GROW SUBMITTED A 401/404 PERMIT APPVCATION TO THE ARMY CORPS OF ENGINEERS
< �O
TREE PRESERVATION ENLARGEMENT PLAN 1 "=20-0"
BMP #2 \�
RgTE •P I
C, SPACE _
\ RLfE,LION
511E
ErJ
/ r4
m \M"
M ' 1
/ 4 _
�\ ` \�'✓ //O� _ _ PRpPOSEO 5' N0E CONGRIE
l / eo TA
PROPOSED 30' CURB
/ A AND CUTTER, (TYP.)
PROPOSED 10• NOE
TYPE TF' BUFFER
ti
a / $
} r
J -
\
1HG SHEET 1 rxN:e,r65Jne0
14. ALL PRIVATE COMMON AND OPEN SPACE AREAS SHALL BE OVMED AND MAINTAINED BY THE
it
y \ \
F' en,JTo I LAuO u2N"sMO Nnk
HOME OWNERS ASSOCIATION.
-, _,
> \ \
urv0 usL RisgLxnA 1
15. ALL RETANMG WALLS OVER 30' MAY RECLINE PERMITTING BY THE TOWN OF WAKE FOREST.
AND COMPACTED TO FILL VO06
LAND TO BRING AREA TO ROUGH GRADE
\
16. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS. AND SIZES OF EXISTING PUBLIC
AVERAGE LOT SIE: ASM s O.u. R -e (IIOMOB>
12.264 8 GU. R -1B cRG1POD)
/
> PROPOSED NIURE `_ _
ENTENSON
UTILITIES PRIOR TO ANY EXCAVATIONS. GRADING, OR INSTALLATION OF UNDERGROUNDUTIUTIES
014 OR ADJACENT TO THE PROJECT.
1
LOOCATI SE 1 - . _ - _ -.-
DEONROAD
- A - - - -_
-_
17 BSC GROW SUBMITTED A 401/404 PERMIT APPVCATION TO THE ARMY CORPS OF ENGINEERS
/ A� Sn % : r
L. \ - .. -... �- ,�. - - -- __ - .•.. - _. - _ -
_ _
(ACCE ON M AM CROSSING N 7HE MEADOWS. ACOE WOULD NOTRECEIVED VERFIAL
tNO11FlCATM FROM APPROVALFOR OF
APPROVETHE STREAM
L �'Oj N./ / O4//
went WFTR SFACE: 4ei„2 AMC
(''
BMP #3
CROSSING. BSC GROUP SPOKE NRH MR. SEWN AGAIN ON OCTOBER 3. 2008. WE REOUESTED
PROVIDE FORMAL OF THE PERMIT N ORDER TO PROVIDE IT TO THE TOWN OF
AAIOMI rTTY 9 E SPACE: 0. 3 ACC
1
"e
THAT HE A DENIAL
WAKE FOREST AND THE CITY Or RALEIGH M JUSTIFY MY CIIENTS INABILITY TO CONSTRUCT INE
-
ARO „a SASE T
Pm 1Nlemr 42
STREAM CROSSNG. MR. BERN ONCE AGAIN STATED THAT OUR APPUCATDN DOES NOT MEET
TF•YNAF:: (MP,
PNWOSED IO WIDE LAro usEK v"A50ARRi
THE FEDERAL REOAREMENTS FOR AVOIDANCE AND MINIMIZATION. HE ALM STATED THAT THERE
TYPE Ti' SLIER
110" BE NO FORMAL "At LETTER AND MAT THE LACK OF AN APPROVAL LETTER S.S
AS AOOE FORMAL DENIAL SINCE ACOE LMLL NOT APPROVE ME TIME STREAM CROSSING, 7HE
PRIVATE WEN SPACE I
PROPERTY DINNER SHALL MAKE A PAYMENT-IN-LIEV FOR THE OOUSTRUCTION COST OF THE
1
PMCEOE.SS
ROADWAY IMPROVEMENTS AS DEPICTED ON ME APPROVED FEBRUARY 7, 2008 CONSTRUCTION
��}
V(/
\ / /
i O a�
M0
S10RMDRNM EASEMENT. - _•I -. _
PLANS.
/ 4 _
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l / eo TA
PROPOSED 30' CURB
/ A AND CUTTER, (TYP.)
PROPOSED 10• NOE
TYPE TF' BUFFER
ti
a / $
} r
J -
45
\\
MAR
♦ �1
it
GUMM CTWI)
• � \�♦ � r--L-�Ga
^1 SITE DATA f WAKE REST
NM
-N-
11 14'
IOTA LOT AREA: ABB AC 01WN EASEMENT
H'N' FUBLID
AND COMPACTED TO FILL VO06
LAND TO BRING AREA TO ROUGH GRADE
OYI1JFiG X0 _. .\
-ItTA-- -' THE MVQOMS NCE - 1 NLINIET4NA4 �S .
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♦ �1
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W AT M APNRpvED FACMY
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4
IOTA LOT AREA: ABB AC 01WN EASEMENT
H'N' FUBLID
AND COMPACTED TO FILL VO06
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\
AWFC
\ \ 1-- __ ._ ... PrLAW
'\ ry. �^"
AVERAGE LOT SIE: ASM s O.u. R -e (IIOMOB>
12.264 8 GU. R -1B cRG1POD)
/
V �• / - -'- - - - _1-
_
` NuMm A O LOTS 7J CIL R -B i((ROIPBBI
1
TOT& LOM 161 SNGJ:1FA.601Fm)
-- -.
ALER&E:
went WFTR SFACE: 4ei„2 AMC
AAIOMI rTTY 9 E SPACE: 0. 3 ACC
1
MOM PRIVATE OPEN SPACE AND COMMON AREAS OPLL BE
OWNED AND MANAGED BY HOME U1ERS ASSOOAION.
PUBLIC INFRASTRUCTURE TABULATION
LEES
STREET HANE STREET SIDEWALK
LF LF
BARNFORD MILL ROOD 2,024 3.731
BE1.LRENGJ DRIVE 1,770 1,188
BURDOCK IJOIE Sea eT9
FERRY CgRRT 900 80.4
TOTAL - - - - - _ 5,181 e.48
NIF
°" -1-1
uNl USE. E9GEpnA
PRONGED 10• WIDE PROPOSED 201 WINE STREET YAp
TYPE w BUFFER w T: (ESST. VCG. SMALLBE USED IN
E INS NMFA NRI SUPPIEMENRA FLARIING
WHERE DETEWMINED BY
THE TOWN OF
VIIxE FOREST STAFF)
' \ PROPOSEDIO.77 SY._YR_06TAlICERBAIRL- -
\-
PROPOSED IO WEE r PE 9' BLWR 1 Ii
xN q ,
1i°.5°PEN�EIVET T"4`axD nsE. R.9DENnu
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CGh6F0aPY7f
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AND COMPACTED TO FILL VO06
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EASEMENT
1
-- -.
NIF
°" -1-1
uNl USE. E9GEpnA
PRONGED 10• WIDE PROPOSED 201 WINE STREET YAp
TYPE w BUFFER w T: (ESST. VCG. SMALLBE USED IN
E INS NMFA NRI SUPPIEMENRA FLARIING
WHERE DETEWMINED BY
THE TOWN OF
VIIxE FOREST STAFF)
' \ PROPOSEDIO.77 SY._YR_06TAlICERBAIRL- -
\-
PROPOSED IO WEE r PE 9' BLWR 1 Ii
xN q ,
1i°.5°PEN�EIVET T"4`axD nsE. R.9DENnu
I n,,PT,I I 7 4
x, ..�P*a-------
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CGh6F0aPY7f
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AND COMPACTED TO FILL VO06
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THESE FLANS HAVE BEN APPROVED FOR CONSTAIC11CN
BY THE TOM OF WAKE FOREST OO .1 UP, �
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.............
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ILA-
.......... 11-20-2008
Cameron M. Rice
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PIANS
IN
Wake Forest
North Carolina
Wake County
SITE PLAN
NOVEMBER 20, 2008
DATE OEM.
1 10-19-M tat UNG summilm
2 10-26-07 Sind DWG SUBMITTAL
3 10-31-W 6DML WF CP MMWAL
4 1 -18 -IN 314 DEC SUBMETAL
5 1-22-00 WF A CDR Own~ft
6 2-07-06 WF a COR corrdraIAa
7 3-20-06 47H OBG StRMIrEAL
8 3-20-09 HMN W M W
• 8-24-0e DUOLET ma
107-7-09 DLRFEY/BOROOCK CLUMIT
11 9 -Z -GB FERN' Cr. s BAIWBOIO MILL IOD,
12 9 -23 -OB COR OMBO Es/Fn1t 9ownwE
17 10-24-08 P91BE LIE CHANGES
t4 11-20-08 CITY OF RIRDDI OOIIEM
PRET•A/® FOR.
1ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919-303-8525
BSC GROUP
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919-8540811
© 2008 BSC G,OVP, Inc.
GRAPHIC SCALE
v ro rP 2w
FILE:
DWG. NO: C.1.0
JOB. NO: 08020.00 SHEET 4 OF 34

FCR\RY'CapBT /
355
345
DATUM ELEV
355
345
370
360
350
335.00 10+00 10+50 11+00 11+50 DATUM ELEV
BYPASS SWALE - SECTION VIEW
M M
11EY WIANS NAVE e[er AIPROKD FOR CONSiRUCIIM
9Y 11E IOWEI OF WAKE FdLLST
�Exsnxc
cttwE
CONSTRUCTION PIANS
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Wake Forest
+
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f -s
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MI—I 3 'w
FEBRUARY 7, 2008
rROnBsm
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4 1-18-08 3rd Oft SUBMITTAL
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701 Corporate Center Dr., Suite 163
RROVmE aAs3 b'
27607
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__________
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voanAr, xi.00
.
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Rura
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EXISTINGI
HORIZONTAL 1- - 3'
`
355
345
370
360
350
335.00 10+00 10+50 11+00 11+50 DATUM ELEV
360
370
350
360
340
350
DAYVM ELEV
M
ONTO
360
BYPASS SWALE - SECTION VIEW
M M
11EY WIANS NAVE e[er AIPROKD FOR CONSiRUCIIM
9Y 11E IOWEI OF WAKE FdLLST
PROFESSIONAL ENGINEER
MO
O
CONSTRUCTION PIANS
IN
Wake Forest
+
Wake County
BIO RETENTION POND #1
CALCULATIONS AND
�C" M
FEBRUARY 7, 2008
NO. OESC.
�
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N ^ 1—
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z z
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Raleigh, North Carolina
27607
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360
370
350
360
340
350
DAYVM ELEV
M
ONTO
360
350
340
30'
- 3-
'36-00 9+50 10+00 10+50
BYPASS SWALE - SECTION VIEW
M M
11EY WIANS NAVE e[er AIPROKD FOR CONSiRUCIIM
9Y 11E IOWEI OF WAKE FdLLST
PROFESSIONAL ENGINEER
MO
O
CONSTRUCTION PIANS
IN
Wake Forest
+
Wake County
BIO RETENTION POND #1
CALCULATIONS AND
DETAILS
FEBRUARY 7, 2008
NO. OESC.
�
2 0- 2Wd BW SUQMfRAL
00
4 1-18-08 3rd Oft SUBMITTAL
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z z
EXfSTING
GRADE
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701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919-8540811
Q 20M BSC Gro f—
FILE:
0
.E SNEEI 23 OF 35
JC6, N0: 06020.00
N y
m+�
/
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frr
f
PROPOSED GRADE
SCALE
RTICAL: 1'
— H
RIZONTAU 1*j
350
340
30'
- 3-
'36-00 9+50 10+00 10+50
BYPASS SWALE - SECTION VIEW
02-07-2008
11EY WIANS NAVE e[er AIPROKD FOR CONSiRUCIIM
9Y 11E IOWEI OF WAKE FdLLST
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PIANS
IN
Wake Forest
North Carolina
340.00 10+00 10+50 11+00 11+50 12+00 12+50 D 9
BIO RETENTION POND #1 - SECTION VIEW A -A STORM DRAIN OUTFALL - SECTION VIEW
l�
02-07-2008
Peter 0. Frocoaroll
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PIANS
IN
Wake Forest
North Carolina
Wake County
BIO RETENTION POND #1
CALCULATIONS AND
DETAILS
FEBRUARY 7, 2008
NO. OESC.
1 0-19-07 It UM SUBMITTAL
2 0- 2Wd BW SUQMfRAL
3 0- -07 YYF CP Sl1BMRTAL
4 1-18-08 3rd Oft SUBMITTAL
S1 -22 -OB WF & Raleigh ComrMFde
wF ar COR corrawnts
IxtEPN ED rm.
IST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919-303-8525
BSC GROUP
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919-8540811
Q 20M BSC Gro f—
FILE:
DWG. NO: CA,0
.E SNEEI 23 OF 35
JC6, N0: 06020.00

PROVIDE R
350
350
370
360
E PIE WVENT: 00
—0—
IOPOSEDBERMSEE
GRADE
SEESTONY DRAM a r—
35&WSECTION
NEW EON A0.S ..._ -•
__"ELEV.-
..�••••.,
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N ,�'D to
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l eWAIE
-
SC&L
VERTICAL: 1".11
M�MZZ
HORIZONTAL: 1" -
350
370
360
380 370
370 360
360 350
DATUM ELEV DATUM ELEV DAM BLSV
345.00 350.00 s`0 D0 c.00 s`s° '°'°° Ia+so
10+00 10+50 11+00 11 + 50 12+00 10+00 10+50 11 +00 11 +50 12+00 12+50
BIO RETENTION POND #2 - SECTION VIEW A -A STORM DRAIN OUTFALL - SECTION VIEW BYPASS SWALE - SECTION VIEW
T P ANS HAVE KEN A➢MIOVED EOR CONSM X1
BY TRE TO'e/ OF 11ME EOIEST
NV
370
PROPOSED
GRADE
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-
8
30'
j
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L ,
SLOPE: 1.009-
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I
380 370
370 360
360 350
DATUM ELEV DATUM ELEV DAM BLSV
345.00 350.00 s`0 D0 c.00 s`s° '°'°° Ia+so
10+00 10+50 11+00 11 + 50 12+00 10+00 10+50 11 +00 11 +50 12+00 12+50
BIO RETENTION POND #2 - SECTION VIEW A -A STORM DRAIN OUTFALL - SECTION VIEW BYPASS SWALE - SECTION VIEW
T P ANS HAVE KEN A➢MIOVED EOR CONSM X1
BY TRE TO'e/ OF 11ME EOIEST
NV
370
360
350
tHC -N
��' fq Q'FR��'* •`
02-07-2008
Peter D. Froccoroli
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PIANS
IN
Wake Forest
North Carolina
Wake County
BIO RETENTION POND #2
CALCULATIONS AND
DETAILS
FEBRUARY 7, 2008
SIONS,
DATE OESC. ,_
1 0-19-07 let_DWQ SUBMITTAL _
2 0-26-07.. .2nd DMN SUBMITTAL
J 0—_31-07INITIAL WF CP SUBMITTAL
4 1-18-08 3rd I WQ SUBMITTAL
51-22-08 WF & RoWgh Comments
-
6 2-07-08 W. & ODRom
comments
F
FREWeIm FOR:
IST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919-303-8525
BSC GROUP
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919-854-0811
© 2D08 BSC Or, Ix.
FILE:
DWG. NO: C.8.1
JOB. NO:. 06020.00 SHEET 24 OF 35
oU)
N M
O+�Mr
MMZ=
OOII(
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,
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f
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PROP
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t
1
•,
VERTICAL- 1* *• .
30'
j
HORIZONTAL: 1"
3'
i
LY
360
350
tHC -N
��' fq Q'FR��'* •`
02-07-2008
Peter D. Froccoroli
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PIANS
IN
Wake Forest
North Carolina
Wake County
BIO RETENTION POND #2
CALCULATIONS AND
DETAILS
FEBRUARY 7, 2008
SIONS,
DATE OESC. ,_
1 0-19-07 let_DWQ SUBMITTAL _
2 0-26-07.. .2nd DMN SUBMITTAL
J 0—_31-07INITIAL WF CP SUBMITTAL
4 1-18-08 3rd I WQ SUBMITTAL
51-22-08 WF & RoWgh Comments
-
6 2-07-08 W. & ODRom
comments
F
FREWeIm FOR:
IST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919-303-8525
BSC GROUP
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
919-854-0811
© 2D08 BSC Or, Ix.
FILE:
DWG. NO: C.8.1
JOB. NO:. 06020.00 SHEET 24 OF 35

PROPOSED 1310 RETENTION POND #5
RS#41FROPOSED C/O (TPP.)
PROPOSED UNDERDRAJN
PROPOSED BY-PASS SWALF_ R S#476
SEE TYPICAL SECTION.
--DYtG C8.4 FOR DETAILS FES/417
& CALCULATIONS
Zone 2 Impact
665 ft2 17
1 Zone 1 Impact
929 ft2
PROP. RETAINNO
WALL
385
375
0
02-07-2008
O
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C�00
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PROPOS[D GRADE
C.
Kzz
'0
DETAILS
u-) OR
140. DATE OM
1 10-19-07 lot DWO StIOMrrrAL
2 10-28-07 2nd QW0 SUBMIrTAL
LID
C(N
6 r-,
5 1-22 WF & Redelch C*rffnwde
/7-
Ln
-RETENTKN POW. 373.00
o
919-303-8525
BSC GROUP
701 Corporate Center Dr., Suite 163
-PROPOSIM
V)
2005 BSC Gr-p,
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140. DATE OM
1 10-19-07 lot DWO StIOMrrrAL
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701 Corporate Center Dr., Suite 163
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EXISTING (RADE
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DATUM ELEV _7t ONTAL: 1* - 3' 1
365.00 10+50 11+00 11+50 12+00
BIO RETENTION POND #3 - SECTION VIEW A -A
OD Is P' -It' rl-
385 380
375 310
DATUM ELEV
360.00 10+00 10+50 11+00 11+50
STORM DRAIN OUTFALL - SECTION VIEW
'RADE
380
370
380
370
DATUM ELEV
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02-07-2008
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140. DATE OM
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2 10-28-07 2nd QW0 SUBMIrTAL
LID
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2514 Reliance Avenue
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919-303-8525
BSC GROUP
701 Corporate Center Dr., Suite 163
Do a�
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2005 BSC Gr-p,
a;
DWG. NO: C.B.2
EET 25 OF ?
SHEET
101, NO:
1 120.00d
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VERTICAL: 1'
VERTICAL:I" - 30'
40RIZONTAL- I.•- 3
DATUM ELEV
360.00 10+00 10+50 11+00 11+50
STORM DRAIN OUTFALL - SECTION VIEW
'RADE
380
370
380
370
DATUM ELEV
365.00 10+00 10+50 11+00
STORM DRAIN OUTFALL - SECTION VIEW
580
GRADE
370
THESE PLANS HAW SUN APPROVED FIM CCNTTeCIx"
BY THE � OF �AIIW FOREST
02-07-2008
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PROFESSIONAL ENGINEER
7
CONSTRUCTION PIANS
C�00
Wake Forest
North Carolina
Wake County
QOM
CALCULATIONS AND
DETAILS
FEBRUARY 7, 2008
FM tSIONS,
140. DATE OM
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LID
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1 ST AMERICAN BUILDERS
2514 Reliance Avenue
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701 Corporate Center Dr., Suite 163
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2005 BSC Gr-p,
a;
DWG. NO: C.B.2
EET 25 OF ?
SHEET
101, NO:
1 120.00d
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LEN: 30.00
SLOPE: 0.67%
15" DIA RCP
PROPOSED
GRADE
VERTICAL: 1'
365.00 10+00 10+50 11+00
STORM DRAIN OUTFALL - SECTION VIEW
580
GRADE
370
THESE PLANS HAW SUN APPROVED FIM CCNTTeCIx"
BY THE � OF �AIIW FOREST
02-07-2008
la
PROFESSIONAL ENGINEER
7
CONSTRUCTION PIANS
IN
02-07-2008
Peter D. Fmcoaroll
PROFESSIONAL ENGINEER
THE MEADOWS
CONSTRUCTION PIANS
IN
Wake Forest
North Carolina
Wake County
BIO RETENTION POND #3
CALCULATIONS AND
DETAILS
FEBRUARY 7, 2008
FM tSIONS,
140. DATE OM
1 10-19-07 lot DWO StIOMrrrAL
2 10-28-07 2nd QW0 SUBMIrTAL
3 10-31-07 *ffR4L W CP
4 11-118-06 3rd NQ SUBUffrAl.
5 1-22 WF & Redelch C*rffnwde
jWF
PREPAREDmR:
1 ST AMERICAN BUILDERS
2514 Reliance Avenue
Apex, North Carolina 27539
919-303-8525
BSC GROUP
701 Corporate Center Dr., Suite 163
Raleigh, North Carolina
27607
2005 BSC Gr-p,
FILE:
DWG. NO: C.B.2
EET 25 OF ?
SHEET
101, NO:
1 120.00d