20030082 Ver 1_Complete File_20030224

mas " n nC 1 1 . '""a t? PR
I cu UIJ l t . v to (91911854-7925 P.2
???? uvn?r,9pG `! (J ?'J p off. apa?
O N? Wd[ism G. Ross Jr., Secretary
y JUN 1 4 2005 North Carolina Department of Environment and Natural Resources
?i Alan W- Klimek, P.E.. Director
DENR - WATER QUALITY Division of Water Quality
DWQ Project No.: 037- 00 ,92 County: Wake
Applicant: matLveaov ?I)e glle rl wr c.,?
Project Naive: __! 1?t yr v? ?i? e PO
Date of Issuwice of 401 Water Quality Certification
' (3, 0 -12 vF C.- t/ " teas k.
?l S. J N i? ai. G N 4 ) Lois / q.42'

Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and anv
subsequent modifications, the applicant is required to return this certificate to the 4011Wetlands Unit, North Cvolina
Division of Water Quality, 1621 Mail Service C'cntcr, Raleigh, NC, 217699-1621. This .Corm may he returned to U1? t l
by the applicant, the applicant's authorized agent, or the project engineer. it is not necessary to send certificates from
all of these.
Applicant's Certification
hereby suite that, to the best of my abilities, due came and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rule,, the approved plans and specifications,
and other supporting materials.
Signature: Date:
lger?t'c (-orrifCOtion
1, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be. built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules. the approved plans and specifications.
and other supporting materials.
Signature: - Date:
If this project was designed 61' a Certified Professional
Land
%%ccklr• } due
care and diligence was used in the observation of the construction such that die construction was observed to be built
N ithin. substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans
and specifications, and other su orting materials.
Signature: _ Registration No. ?Z7 V-5f Date 240 C /5 205
-
N. C Division of Water Quality. 401 Wetlands Certification Unit, An
'650 Mail Service Center, Raleigh. NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(319; 733-1796 (phone), 919-733-6893 (fax), (http://h2o.enr.state.rc.us/newetlands
?• SGO ¢')1 ?i / l?e as a duly registered Professional `"v?tcr(i.e,, E nicer,
scape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe eriodical },
, full time) the cuusCrucUVn of the project, for the Petmiltee hatch' state that, to the best of my a t toes h

--.1 i. 1Li: 11H rk'UM:
TO: 73-33-16093 P : 1.2
?- Do 3
ox 2)
B. Scott Mitchell Environmental Consulting
Facsimile Transmittal
Date:
06-13-2005
Pages (including cover page):
'ro:
Mr. Sam A¢hirnici?
DWQ - 401 Wetlands Certification Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Fax Number:
JI>3-6X93
From:
Scutt Mitchell
Phone Dumber:
733-3574
Re:
Brackenridge Pointe Subdivision - Certification for Bio-retention Areas and
Trapezoidal Channels, hots 19 & 20
DWQ Project # 03-0082
Comments:
Sam,
Attached is a copy of the Certificate of Completion for the bioretention areas
and trapezoidal channels for lots 19 &. 20 of Brackenridge Pointe
Subdivision in Holly Springs (Wake County). T am also mailing the original
to you for your records. Thanks, and do not hesitate to call me if you need
additional information.
560J Maggie Run t ane Fuyuuy-Varinu, North (:arolinu 27526
Qfl`ice_ 919-557-4682 Finn: 919-557-4683 Mobile: [phone]
_rUH-13-200c MOH e:40 TEL:[phone]
hJAME: DW0-kIETLHhJDE P. 1
JUH-;3-200Oc 10:12H FFOM: TO: ?=3E893 P:2`2
"ia7 cu u.`r iiiuie 5t'PdtJl.1J1NlilMNORRiS, FR ly1?I8S4-79 5 p.2
?C VV X11 ??V •rMW ,aO• ? Vnally, •.]•-•vVIVI
O WNNam G. Rose Jr, Secretary
s North Carolina Department of Environment and Natural ResocrGes
Alan W Khrttipk, F,E.. Director
c Cnvision of VVater Quality
MVQ Project No-. 0.5- 00-32 county: Wd - ?.,_ _.......
??ij??lc3tlt: 1 .r #- ?ul via C?7< e-1 "Toe It
)?r??i@Ct A`arnP' 1 ) + L ^ r !?_?.rl. I '• / L! ..) (r ?l ?/ ?i .c}'-..y 1 ???.A?. ?O.•w-L? C?..ru!? ?i ?dP) ? ??-`?''?
llaic l- Issuance of 401 Water Quality Certification
Certificate of Completion
Upon completion of all work approved within the 461 Water Quality Certification and Buffer Rules, and anv
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Gnir, Nttirtlt Cm-ohnli
Division of Water Quality, 1621 Mail Ser t'00 t:cvLCr, J3,41C IL NC, :71699-1621. This .Conn may he retunied To D\N (.;)
by the applicant, the applicaut's authorized agent, or the project engineer, it is not necessary to send ecrdficatm Mont
ai I of these.
AppUcant's Certification
hereby state that, to the best of my abilities, duc care and diligence
Was used in the observation of the construction such that the construction was observed W be built Within substantial
con-4plianc,e and intent of the 401 Water Quality Certification and Buffer 12rnlrti, thr approved plans mid speoi6Qmiui1;;.
and other supporting materials.
Signature.:
Date
fsent'c ('?rlifu'Otiun
I, hereby state that, to the best of my abilities. due care and ditigence
Wes. UNI: in the observation of the construction such that the construction was observed to be built within substantial
cotupliance turd intent of the 401 Water Quality Certification and Buffer Rules. the approved plans and specifications.
and other supporting materials.
Signature' ?.. - ?? --- )late-,
if this project way dNSigned bt, a Certified Prof'ess'ional
1• ua ?`? Al T a, r I? as a duly registered Professional " keri(td E lacer
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe calr ,
ti-,cckly, full time) the cvusti uctiurt of the project, for the Ftrmrttee hereby state that, to the lest o.any t it,es, ue
caM and diligence was used in the observation of the construction such that die cewtTgction was observed to be built
NN ithin substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved phuls
.and speclfiCATions, and other supporting materials.
Signature: ?'. _ Regist,•atiunNo. date '20r5
AM
rv c. uw+;ion or Water Quality. api Wetlands Certification Unit.
' 650 Mad Service Center, Raleigh, NC 27699.1650 (Mailing Address)
232 Crabtree Blvd . Raleigh. NC 77604-2260 (Location)
1919; 733.17bb (phone), 919-733.6893 (tax), (http://h2oenr.618te,Pc.us/nc-wetlands
r1f i' -; 't t - t7b`. f R T 1 1 : 04imirl 1r); PHlaE
JUH-13-210- MOH 08:41 TEL:[phone] HHME:DWQ-WETLANDS P. 2
O?O? W AT ?RQG
? r
o jqi? -?
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
February 24, 2003
DWQ Project No. 03-0082
County: Wake
Page 1 of 2
Spaulding & Norris, PA
Attn: Mr. Scott Mitchell, PE, LSS
972 Trinity Road
Raleigh, NC 27607
Subject Property: Bio-retention Areas and Trapezoidal Channels, Lots 19 & 20,
Brackenridge Pointe Subdivision, Holly Springs, NC
UT to Middle Creek [03-04-03, 27-43-15-(4), C NSW]
APPROVAL of Neuse River Buffer Rule AUTHORIZATION CERTIFICATE
Dear Mr. Mitchell:
You have our approval, in accordance with the attached conditions and those listed below, to impact
approximately 2,000 ft2 of the protected riparian buffers for the purpose of constructing._trapezoidal bhannelr
outlet structures from two bio-retention areas at the subject property as described within your plans:dated
January 17, 2003 and received by the Division of Water Quality (DWQ) on Januaryy-27,i,2903:. In addition, you
should obtain or, otherwise comply with any other required federal, state or local. permits:before?you-go"ah'ead
with your project including (but-not limited to) 404 Wetlands Permits, 401 'Water Quality?Certifioatiorts and,
Erosion and Sediment' Control Permits.
This approval is only. valid for the purpose and design that you described in your a&Iica#on : -1f you change
your project, you must notify us and you may be required to send us a new application. -If the property is sold,
the new owner must be given a copy of this authorization and approval letter and is thereby responsible for
complying with all conditions. For this approval to be valid, you must follow the conditions listed below.
Condition(s):
• Stormwater Management
Before any permanent building is occupied at the subject site, the facilities (as approved by this Office)
shall be constructed and operational, and the stormwater management plan (as approved by this Office)
shall be implemented. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer
impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review
as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 213.0233. If
you have any questions or would like a copy of the buffer rules, please call [phone]. This letter does
not authorize any impacts to either Waters of the United States or Waters of the State. Please contact Mr.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
Todd St. John of the DWQ Wetlands/401 Unit at [phone] if you have any questions or would like to
discuss this authorization.
Sincerely,
(W. Klimek, P.E
DWQ, Director(
Cc:
DWQ Raleigh Regional Office `-'
USACE Raleigh Regulatory Field Office
File Copy
Central Office
DWQ # 030082
Date: February 24, 2003
bz

O?OF W A TFq
O ?
Memorandum To
From
Subject:
January 29, 2003
Triagers
Todd St. John
Brackenridge
Wake County

This is a Neuse Buffer only request for two stormwater conveyances directly through the
buffer. The applicant has proposed two bioretention areas outside to provide nutrient removal. The
designs appear to meet the criteria set forth in our Stormwater BMP Manual and should provide
adequate nitrogen removal.
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
0 lC[gTt.7'11
Date: 01-27-2003 Job. No: 196-0 ? E
t• ?
To: DW - Central Office JAN 2 A)(l-s
Attn: Todd St. John
Re: Brackenridge Pointe Bioretention Design
Sending:
® Attached ? Under separate cover the following
via items:
® Prints/Plans ? Shop Drawings ? Specifications ? Samples
? Other:
Copies Date Description
01-27-03 Bioretention Design Plans & Calculations
Transmitted for:
? Your use ? Approved as submitted ? Resubmit ® Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
® Review and comment ? Returned for ? Return ? Corrected prints
Remarks Todd, please call me if you have any questions, comments or concerns about this
information or if you need additional information for this renuest_
972 Trinity Road TEL [phone]
Raleigh, North Carolina 27607 FAX [phone]
Transmittal

SPAULDING & NORRIS," i
Civil Engineering & Planning
January 27, 2003
Mr. Todd St. John
NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260
/At CpY0300842
Re: Bioretention Area Design for Brackenridge Pointe r-
Holly Springs, Wake County
DWQ # 001360
S&N Project # 196-00
Dear Mr. St. John,
Brackenridge Pointe is a residential subdivision in Holly Springs that drains to the Neuse River
basin. As required, level spreaders are supplied at the discharge points of all concentrated storm
flows. However, it is the professional opinion of Mrs. Heather Keefer, Town of Holly Springs
Environmental Inspector and myself that two proposed level spreader locations are not suitable
for level spreaders due to excessively steep slopes. For these two locations, the Owner proposes
to install bioretention areas, designed according to the April 1999, NCDENR, Stormwater Best
Management Practices manual. It is our understanding that the installation of properly designed
bioretention areas is acceptable for this situation. This letter is a request for your written approval
of their design and installation in the place of level spreaders as indicated on the attached plans.
Supporting calculations are included with this letter for your reference.
Thank you in advance for your time spent reviewing this request. Please do not hesitate to call
me if you have any questions, comments or concerns about this request or if you require
additional information to process this request.
Sincerely,
Scott Mitchel , , LSS
Environmental Engineer/Scientist
Phone: [phone] • Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
SPAULDING & NORRIS, PA
Civil Engineering & Planning
Bioretention Area Design Calculations
for
Brackenridge Pointe
Both Bioretention Areas were designed using guidelines published in the April 1999,
NCDENR - Stormwater Best Management Practices Manual.
Bioretention Area "E"
Drainage Area = 1.02 acres
Rational "C" = 0.35
No sand bed proposed, so minimum required Bioretention Area =
1.02 acres x 43,560 ft2/acre x 0.35 x 0.07 = 1, 9 ft2
Proposed Bioretention Area "E" = 55 ft x 20 ft = 1,100 ft2
Bioretention Area "F"
Drainage Area = 0.35 acres
Rational "C" = 0.35
No sand bed proposed, so minimum required Bioretention Area =
0.35 acres x 43,560 ft2/acre x 0.35 x 0.07 = 374 ft2
Proposed Bioretention Area "F" = 40 ft x 15 ft = 600 ft2
(Minimum dimensions recommended for bioretention areas)
CulvertMaster and FlowMaster output sheets used to design the proposed 12-inch HDPE
pipe into Bioretention Area "E" and both permanent rip-rap lined trapezoidal channels
are attached to this calculation sheet. Shear stress calculations for the permanent
trapezoidal channels are also included on these output sheets. Lastly, tables from the
North Carolina Erosion and Sediment Control Planning and Design Manual indicating
recommended Manning's Roughness Coefficients and Permissible Unit Shear Stresses
are attached for your reference and as supporting documentation for calculations.
Phone: [phone] Fax: [phone] •972 Trinity Road • Raleigh, North Carolina 27607
I C-incl y7> Per Pire, )(
Performance Curves Report
Bio-Retention Basin E
Range Data:
Minimum Maximum Increment
Discharge 0.00 5.00 0.20 cfs
359.0
Performance Curves
O HW Elev
358.5
0 358.0
r
c?
UJ
Y V 357.5
c?
3
v
m
= 357.0
356.5
356.Q
0.0
0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0
Discharge
(cfs)
Project Title: Brackenridge Subdivision Project Engineer: Scott Mitchell
c:\program files\haestadlacademicbvm\brackenr.cvm Academic Edition CutvertMaster v1.0
12/17/02 12:31:49 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
I c - /- tL' I Urs' V'? C n
Rating Table Report
Bio-Retention Basin E
Range Data:
Minimum Maximum Increment
Discharge 0.00 5.00 0.20 cfs
Discharge (cfs) HW Elev (ft)
0.00 356.00
0.20 356.32
0.40 356.43
0.60 356.52
0.80 356.61
1.00 356.69
1.20 356.76
1.40 356.84
1.60 356.90
1.80 356.97
2.00 357.03
2.20 357.10
2.40 357.16
2.60 357.22
2.80 357.29
3.00 357.44
3.20 357.59
3.40 357.69
3.60 357.79
3.80 357.90
4.00 358.02
4.20 358.14
4.40 358.27
4.60 358.41
4.80 358.55
5.00 358.70
Project Title: Brackenridge Subdivision Project Engineer: Scott Mitchell
c:\program files\haestad\academic\cvm\brackenr.cvm Academic Edition CulvertMaster v1.0
12/17/02 12:32:41 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
-)( I L - ;hclA t-ful'b Pipe A
Culvert Calculator Report
Bio-Retention Basin E
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Inlet Control HW Elev
Outlet Control HW Elev 358.50 ft
358.48 It
358.48 It
358.13 It Headwater Depth/ Height
Discharge
Tailwater Elevation
Control Type 2.48
4.70 cfs
356.00 ft
Inlet Control

Grades
Upstream Invert
Length 356.00 It
20.00 ft Downstream Invert
Constructed Slope 354.00 It
0.100000 ft/ft

Hydraulic Profile
Profile
Slope Type
Flow Regime
Velocity Downstream Pressure
N/A
N/A
8.57 ft/s Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 0.66 It
0.66 ft
0.90 It
0.052233 ft/ft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
CMP
12 inch
1 Mannings Coefficient
Span
Rise 0.024
1.00 it
1.00 it

Outlet Control Properties
Outlet Control HW Elev
Ke 358.13 It
0.70 Upstream Velocity Head
Entrance Loss 0.62 ft
0.39 ft

Inlet Control Properties
Inlet Control HW Elev
Inlet Type
K
M
C
Y 358.48 ft
Mitered to slope
0.02100
1.33000
0.04630
0.75000 Flow Control
Area Full
HDS 5 Chart
HDS 5 Scale
Equation Form Submerged
0.8 ftz
2
2
1
Project Title: Brackenridge Subdivision Project Engineer: Scott Mitchell
c:\program files\haestad\academic\cvm\brackenr.cvm Academic Edition CulvertMaster v1.0
12/17/02 12:29:38 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Trapezoidal Channel E Below BMP
Worksheet for Trapezoidal Channel
Project Description
Project File c:\program flles\haestad\academic\fmw\brackenr.fm2
Worksheet Channel F Trapezoidal
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.104
Channel Slope 0.370000 ft/ft
Left Side Slope 4.000000 H : V
Right Side Slope 4.000000 H : V
Bottom Width 6.00 ft
Discharge 2.60 cfs
Results
Depth 0.16 ft
Flow Area 1.08 ft2
Wetted Perimeter 7.33 ft
Top Width 7.29 ft
Critical Depth 0.17 ft
Critical Slope 0.294530 ft/ft
Velocity 2.42 ft/s
Velocity Head 0.09 ft
Specific Energy 0.25 ft
Froude Number 1.11
Flow is supercritical.

n:
(G ? ?? 'lye,, 3 1
A? F .._.___.._--- -'.
12/16/02 Academic Edition
02:46:16 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone]
?? f 1 cis,
r
FlowMaster v5.17
Page 1 of 1
Trapezoidal Channel F Below BMP
Worksheet for Trapezoidal Channel
Project Description
Project File c:\program files\haestad\academic\fmw\brackenr.fm2
Worksheet Channel F Trapezoidal
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.104
Channel Slope 0.350000 ft/ft
Left Side Slope 4.000000 H : V
Right Side Slope 4.000000 H : V
Bottom Width 2.00 ft
Discharge 0.90 cfs
Results
Depth 0.16 ft
Flow Area 0.42 ftZ
Wetted Perimeter 3.32 ft
Top Width 3.28 ft
Critical Depth 0.16 ft
Critical Slope 0.3147 11 ft/ft
Velocity 2.14 ft/s
Velocity Head 0.07 ft
Specific Energy 0.23 ft
Froude Number 1.05
Flow is supercritical.
n, 11,
/ .r 0.3's J

7 _ r
12/16/02 Academic Edition FlowMaster v5.17
02:52:07 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
LA
Table 8.05f Manning's Roughness Coefficient
n - value
n value for Degth Ranges
Lining Category Lining Type
Rigid Concrete
Grouted Riprap
Stone Masonry
Soil Cement
Asphalt
Unlined Bare Soil
Rock Cut
Gravel Riprap 1-inch (2.5-cm) D50
2-inch (5-cm) D50
Rock Riprap 6-inch (15-cm) D50
'-? 12-inch (30-cm) Dso
0-0.5 ft 0.5-2.0 ft 2.0 ft
(0-15 cm) (15-60 cm) (> 60 cm)
0.015 0.013 0.013
0.040 0.030 0.028
0.042 0.032 0.030
0.025 0.022 0.020
0.018 0.016 0.016
0.023 0.020 0.020
0.045 0.035 0.025
0.044 0.033 0.030
0.066 0.041 0.034
0.104 0.069 0.035
-- f-- 0.078 0.040
Note: Values listed are representative values for the respective depth ranges. Manning's roughness coefficients, n, vary with &. ! flow depth.
DETERMINING SHEAR STRESS
Shear stress, T, at normal depth is computed for the lining by the following
equation:
T=yds
Td = Permissible shear stress
where:
T shear stress in lb/ft2
y = unit weight of water, 62.4 lb/ft3
d = flow depth in ft
s = channel gradient in ft/ft.
If the permissible shear stress, Td, given in Table 8.05g is greater than the
computed shear stress, the riprap or temporary lining is considered acceptable.
If a lining is unacceptable, select a lining with a higher permissible shear stress
and repeat the calculations for normal depth and shear stress. In some cases it
may be necessary to alter channel dimensions to reduce the shear stress.
Computing tractive force around a channel bend requires special considerations
because the change in flow direction imposes higher shear stress on the channel
bottom and banks. The maximum shear stress in a bend, Tb, is given by the
following equation:
Tb = KbT
where:
Tb = bend shear stress in lb/ft2
Kb = bend factor
T = computed stress for straight channel in Ib/ft2
The value of Kb is related to the radius of curvature of the channel at its center
line, Rc, and the bottom width of the channel, B, Figure 8.05e. The length of
channel requiring protection downstream from a bend, Lp, is a function of the
roughness of the lining material and the hydraulic radius as shown in Figure
8.05F.
8.05.12
Rev. 12/93
Appendices
Table 8.05g
Permissible Shear Stresses
for Riprap and Temporary
Liners
Permissible Unit Shear Stress, T?
Lining Category Lining Type (lb/ft )
Temporary Woven Paper Net 0.15
Jute Net 0.45
Fiberglass Roving:
Single 0.60
Double 0.85
Straw with Net 1.45
Curled Wood mat 1.55
Synthetic Mat 2.00
dso Stone Size (inches)
Gravel Riprap 1 0.33
2 0.67
Rock Riprap 6 2.00
9 3.00
" 12 4.00 I--
15 5.00
18 6.00
21 7.80
24 8.00
Adapted From: FIIWA, IBC-15, April 1983, pgs. 17& 37.
Design Procedure- The following is a step-by-step procedure for designing a temporary liner for a
Temporary Liners channel. Because temporary liners have a short period of service, the design Q
may be reduced. For liners that are needed for six months or less, the 2-yr
frequency storm is recommended.
Step 1. Select a liner material suitable for site conditions and application.
Determine roughness coefficient from manufacturer's specifications or Table
8.05e, pg. 8.05.10.
Step 2. Calculate the normal flow depth using Manning's equation (Figure
8.05d). Check to see that depth is consistent with that assumed for selection of
Manning's n in Figure 8.05d, pg. 8.05.11. For smaller runoffs Figure 8.05d is
not as clearly defined. Recommended solutions can be determined by using the
Manning equation.
Step 3. Calculate shear stress at normal depth.
Step 4. Compare computed shear stress with the permissible shear stress for
the liner.
Step 5. If computed shear is greater than permissible shear, adjust channel
dimensions to reduce shear or select a more resistant lining and repeat steps 1
through 4.
Design of a channel with temporary lining is illustrated in Sample Problem
8.05b, pg. 8.05.14.
Rev. 12/93 8.05,13
I
W
N Q
i 8' MAX
VARIABLE hS DRtEC1FD BY THE ENgNEER TABLE 4. 1
SHOULDERS, SIDE DITCHES, SLOPES
(MAX. 3: 1) MB7. 12-1/2 ca
AJIEAMEDIh1E MIN. 10 GA WRIES Z O
t1NE MgRES I Fl:N F Ic DATE TYPE PLANTING RATE H N H
BT ro D AUG 15- NOV 1 TALL FESCUE 300 LBS/ACRE W
MADE NOV 1- MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE Q
MAR 1- APR 15 TALL FESCUE 300 LBS/ACRE
APR 15- JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JULY 15- AUG 15 TALL FESCUE AND ***BROWNTOP MILLET 35 LBS/ACRE cu m v to
FRONT VIEW
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDEA
~ s,m PosT LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS AAE POSSIBLE. MOY1:N WIRE EARWIG 9LT FENCE CEOIE%71LE FABRIC
NOTE
' -USE 9LT FENCE ONLY VA1EN ~INNAGE AREA b o FlLL SLOPE DOE^a NOT EXCEED,/4 ACRE AND NEVER IN y', . ~ • FOR REPAIR OF SILT TEMPORARY RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
AREAS of CONCENiRATm FLDw ~ 3 N "s wwlm soTO~NE TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY -END OF 9LT FENCE NEEDS TO BE TURNED UPHILL. FOR ANCl10R WHEN 9LT
n ~ Fau;E,sPRmECnNG 8E SHADED OUT. CATCH BA9N.
b 6' MIN. COYER
i 04Ett SHIRT • REVISIONS "
DATE DESCRIPTION ~vT ~N • DIRECTED B ENp EER
SIDE VIEW I
N
1 STANDARD TEMPORARY SILT FENCE n~
01
t0
N~
z-PLY AEINF. HDS Maintenance Schedule for Bioretetttion Areas AT TRUNK ~ ~O~
GALV. ruANGUCKL bescriptiots Method Frequency 'M'ime of OCp~ n0 O~
ND. 12 GALV. WI Year ~ O k
2 x 2 x 36" SOEI STAKE - I Monthl O ~ L ~0
nspect and Repau VLSUaI Monthly y EDGE OF HOLE O ~cp~ C ,ry V
sDLm .Erosion STAKES IN GROUND ONLY Or La er O C O
Remulch any void area By hand Whenever needed Whenever •h'C 01
needed L~ ~ C I~ 01 O I
Remove previous mulch By hand Once every two or Spring GUYING PLAN N Z a
layer before applying new three years (Trees Less than 2 1/2"Cal la er(o tional) N ~ u7 O ~
NOT TO SCALE AnyadditionaImulch By hand Onceayeaz Spring O ~
added t~ 01..,
' Plants REMOVE WHOLE BRANCHES Remove and replacement Sce planting Twice a 3/15 to 4130 and 'M (h
y~ TO REDUCE FOLIAGE BY of a8 dead and diseased ciftcations 1011 to 11130 50% 00 NOT LEAVE ~ Q1 e"1
V-CROTCHES OR DOUBLE vegetation considered ~ Q1
LEADER. NEVER REMOV be ondtreatment MAIN LEADER C 0
Treat all diseased trees Mechanical or NIA Varies, but will and shrubs by hand depend on Z 4
START TREE WRAP AT insect or disease
SECOND BRANCH. TIE IrifeStatiOri
2-PLY REINF. SECURELY AT TOP, Watering plantmateriat By hand Lnmediatelyafter N!A HOSE AT TRUNK BOTTOM, AND AT 2'
INTERVALS shall take place at the end completion of of each day for fourteen project
2 x 2 STAKE N°. 12 48" MIN. consecutive daysand
GALV. WIR ABOVE GRADE after planting has bcen ~ GALV. com leted
TURNBUCKLE TOP OF ROOT BALL AT Replacement of support By hand Once a year Only remove
FINISH GRADE, REMOVE 4" MULCH BURLAP ANO TWINE FROM stakes stakes in the
TOP 1/3 OF ROOT BALL. S 'n
6" EARTH Replace any deficient By hand Whenever needed Whenever SAUCER FINISH
GRADE Stakes or wires t>eerled ~~~f~~l11# ~J {1 t#1l~~ _ in
'I - rn ~
I - I EXISTING SOIL 2 x 2 STAKE I w m i ' v 0 a ~ rn m
24" MIN. SOIL BACKFILL MIXTURE BELOW GRADE- I - 1 PART GROUND PINE Z N m ~ cv ~ i i t- m v
BARK TO 6 PARTS SOIL „ I I WITH B-B-B FERT.MIXEO W ~ v aLiip m H ~ 01 C.-.
II a II IN AT 1 LB/100 S. F. J C mm rn U C L'O N~ L07 N O~ y.y D,...
MAKE HOLE 1' WIDER ON ~ N 7 O T
ROOT BALL x 2 ALL SIDES THAN ROOT BALL DIAMETER L N O. OII > N ~ ~ 01(!J ?D LL L c a v ~ w- D ~ ak IlJ U N U7'D
N O L a~+ O D U U N U3 U(D
i O. ~ N OE N` 09D N ~ O 00 O'D OY
TREE PLANTING a o a a~ as as
(Trees Less than 2 1/2"Cal.)
NOT TO SCALE
U.SD.A. TEXTURAL TR~AN CAE

~co' cloy
ON CENTER
DIMENSION VARIES
SEE PLAN T DS NOTE: ALL PLAN BE
TO BE RAISED MIN. 12" 90 t0
' o Q
° 0 3" PINE STRAW MULCH 80 20 Z tii
CONTRACTOR TO ° J
VARY PLANTING DEPT ro TO ACCOMODATE SITE 10 Icy 30 o •.I a ~
CONDITIONS ° ° Q U
EXISTING
GRADE ro 60 qD A ' - - ro 2 I-
_ °m ' I _ - - ~ ~f
5D Sil{y v 50 s,. O Z
- ~ clay r
I I II I I ~ ' I QQ qD Scndv c0 ~ • ~i
' PLANTING MIXTURE UNDISTURBED SUBGRADE \ c1ay ~ Silty Z
1 PART APPROVED ORGANIC MATTER CI°Y ~dy 4 PARTS NATIVE SOIL locm H
' _ _ JO Scncy cloy loam 70 1/2 LB 10 10 10 FERTILIZER PER CU YD OF BACKFILL °cm _ a
F
SHRUB PUANTING DETAIL w~ 2D
J
t0 ;;~~,n~ . ' . ~ - Silt - 90 J O
loam Silt _ z
i Sand _ ~ - . -
~ - i 90 80 _ ~a fi0 50 40 30 20 10
~ooz Band too sil ~ Percent send.
surrasl~ Pl_ANZavc saL FOR BIOREtEM10N
DRAWING
SHEET
D-1.0
PROJECT NUMBER
196-20M

0
W a ~ ~
' Q N O
Ot MINIMUM NUMBER OF PLANTS
LOT3~ , , ~~T28
~ MINIMUM DF 3 SPECIES OF TREES AND 3 SPECIES OF SHRUBS ~
f SHALL BE INSTALLED IN EACH BIO RETENTION AREA ~ 2 - o w
H ~ ~ H
n n rr n N ~
- BIG-RETENTION AREA E BIG-RETENTION AREA F ' o
i r' ~ TREES B TREES 4 -
SHRUBS 17 SHRUBS 9 a ~ Q u~
HERBS 25 HERBS 14 J {
~ 9
Nr 0
v C 6
Q~ ~ to b~ a •-TREE SPECIES < vi <t` Z N RECOMMENDED PLANT SPECIES FOR USE IN BIORETENTION U N W m H
Moisture Re' Tolerance Morphology General W NO! ~ Species ~
_ Characteristics S '•r ~ ~ `4
Sciertti a Name Indicator Habitat Ponding Salt OiU .Metals Insects Exposure Form Height Raot Native Wildlife bo ~j f Grease S stem ti ~p Common Name Status T~~
Acer ruihrum PAC Mastic • 4.6 H H H H Partial Sun Single tomulti- 50-70' Shallow Yes High
red ma le H dric stem tree
ensis FAC Mesic 2.4 H M H Partial Sun Single to mule- 30.50' Shallow Yes High ' / Amefanehiercanad s4adbrush stem tree
Betuta ni ra FACW Mesic to 4-6 M M H Partial Sun Single to mufti- S0•7S' Shallow Yes Med. 8 ~
river bitch H dric stem tree H H M H Partial Sun Single to multi- 35.50' Shallow Yes High nl
Berula popuiifolia FAC Xeric- 4.6 01 H 'c stem tree to dee ` - ; a birch
Frazinus americans FAC Mesic 2.4 M H H H Sun Large tree 50-80' Deep Yes Low ~ r p tt
I white ash (0 (h ~ ~ ~ ~ ~ Fraxinus pertnsylvanica PACW Mesic 4-6 M H H H Partial Sun Large tree 40.65' Shallow Yes Low
' , to dce ~ - ~ n ash N
i I FLOW OI5PER5~ON AREA ' , ~ Ginkgo bilsba FAC Mesic 2.4 H H H H Suu Large tree 50.80' Shallow No Low N ~
Maidenhair tree to dee ,l,,,r Q ~ U Gledirsia triacanrhos FAC Mesic 2.4 H M - M Sun Sinaii canopied 54-75' Shallow Yess Low C C Q~
_ BIO-RETENTION AREA 'EA m i ~ FLARE AS SHAWN TO DISSIPATE ' laz a tree to dcep Q •ey • hone lowst 8 f Y t t •L1 Q ry
~ ENERGY PRIOR TQ ENTERING i r _ 7 ' Ta root Yes Ve ~t ~ Q 1( - Juniperus vrrgrniana PACU Mesic - 2.4 H H H Sun Dense single p
eastern tad cedat Xeric stem ttce Hi Q ~ f` ~ H Sun Round, deace 20-30' Shallow Na No N ~ Q ~
1 S I ~ E W L K ~ ero-R~rENrrorv easrM ~ , Koelreuteriapanicatate FACU Mesic 2.4 H H H [ V olden-rein tree shade tree Q h
~ J Li uidambar srymctflua FAC Mesic 4-6 ~ H H H M Sun Large tree 50-70' Deep Yes High V [ ~ O 9 to root "t „N ~
EASFMEI~I.T_ 1 % - sweet bum ~ Lar a tree 40.70' Shallow Yes High L
! Nyssasyfvatica FACW Mesic- 4.6 H H H H Sun g [ ~ _ black gum Hydric to deep ~ Q I
~aT9 12' HDPE ~ - t ~ Z R
~ T QIO-REZ~NTfON AF~EA; nF" olio FACW Mesic 2-4 H - - M Sun Lazge tree 70.80 Shallow No Low VI ~ ~ , Platanusaced Q Landon one-trce ~ ~ •C
" ' Ptatanus aeeidentalis FACW Mesic - 4.6 M M M M Sun Large tree 70-$0' Shallow Yes Med. ' : ~ _t---' _ 01
" EL=354,.0, i amore H dric •ey f r--_ F - ~ 'ti ' - Papules deltoides .FAC_. - Xeric- 4-ti H H H L Sun Lazge tree with_ 75• Shallow Yes High
FQR SEGMENT OF SUBDRAIN, -ONLY - - eastern cottonwood Mesic spreading 100' ry
~'L~°~~ REMO E MINIMUM AMOUNT-OF-N477VE _ bran s ]0 2.4 H H H H Sun Dense shade 30-50' Shallow No Low ~
SDIL REt,~l1IRED TOI IN57ALL PIPE...BACKFILL I ~ SILT fEN~'E TO Pyres calleryana FAC Mesic - - tree to dee c - ~ Caller ar w-- 4 r,~ _
W \ PANTING SOIL MATERIAL USE7 IN ~ INV OU7 356.0 j SERVE AS lEM ~ . - Quercus bicslo PACW Mesic to 4.6 H H H Sun to partial Latge trce 75- Shallow Yes rg r - r.~-_
h1AI~PORTION OF BIO RETENTION BASIN - - - PORARY STORM ' sw white oak wet Mesic sun 1 ~ .o r - ~ Quercuscoccinea FAC Mesic 1.2 H M M M Sun Large tree 50-75' Shallow Yes High
4" SLOTTED ~ INV OUI%- 3~y4.0,' Wa'7ER DIVERSION/ , to dee ~ scarlet oak
_ HDPE W\ SOCK ~ END CAP (LYp) i" uercus macroca FAC Mesic to 2d H H H M Sun Large 75- Taproot No High Q 7~
SIL Y FENCE - oak wet Mesic tree I00' bur ACW Mesic- 4-6 H H H M Sun Large tree 60.80' Shallow Yes High Quercuspalustria F
SILT FENCE TO SERVE ~ c~ INV 3445 H dde to deep Pin oak Y to root
AS TEMPORARY STORM ~ I Mesic to 4-6 H - - H Sun Large tree SS-75' Shallow Yes High Quercus phetlas FACW
- - WA7EF1 DIVERSION ~ ~ / 4" SLOT fi _ _ rv~ 6 . ~ 'HOPE W S ;K„ ' ~ _ willow oak wet Mesic
uercus rubs FAC Mesic 2.4 M H M M Sun to partial Large 60-80' Deep Yes High Q sun edin tree root
INV 350.5-~ - F_ _ ~ EL,_ 350/0
~ 5~: 0 EL' _ ,34~' , a
~ _ ' _ - ~ - RECOiv~NDED PLANT 5PEC1E5 FOR USE IN BIORETENTION ---SHRUB SPECIES
- r- a. ~ 5 ~ IAIV '344 65 ' - _ \ ~ ` Tolerance Mo to General w Species Moisture Regirne ~ gY
_ - Characteristics o m w o
V 332. Scientrf~cName Indicator Habitat Ponding Salt OiU Metals Insects Exposure Eorm Height Root Native Wildlife w o ~ ~ m v - . ~ " Status Grease. S stem ° N ~ ~ ti Common Name
SI~7 FENCE-1 ~ IR/V dU~ = 34d ~p c; _ Berberis koreana FAC Mes6c 2.4 H H H M Sun to pattal Oval shrub 4.6' Sha[low No Low ~ ~ o, ~
FNV - 35.5 R I ~ -J ~v " - b Shade ~ ' ~ m
INY = 350.5 - - ~ . _ - ~49~5- t~~ \ - PEAMANENF'FiI END CAP (7YP1 , ii i T _ TRAPE1(1IDfi~. " EL EL 5355.6 ~lEP7 = 1 0 ' SIDESLOPES - - - Berberis tbunbergiJ FAC Mesic 2.4 H H M M Sun Rounded, 5-T Shallow No Med. ~ t ~ ~ Q1 ~ ~ ~ `ry' 4NE~l~~ ~~IIP-HAP'"LINED _ ~ ~ w~ w~ o~ Japanese barberry Broad, dense ~ w o o, > :C1fAl~~EL l~ sluub ~ ~z ~w
_ ZOIQ~~ m~ oz xQ
0 2.4 H - H Sun to artial Ovoid shrub 6-12' Shallow Yes Med. w ~ ~ z o Q o o w ~ Ctetkra ainifolra FAC Mestc t P ll W~ UJ rno ~l~-~WIDTN - sw et ~ ush wet mesic Shade ~ ~ ~ Q ti o
- A' - d ~ ~ ~ ~ Carnes Stslon{~era FACW Mesic - 2-4 H H H M Sun or Shade .Arching, 8.10' Shallow Yes High a W ~ ~ r4" ~ x ~ w
red osier do wood H dric S adin ¢ a ~ o a ti
"bf ~{tif j~~ ~ ~~JQ . - _ Euanymus statas FAC Mesic 1-2 H H H M Sun or shade Flat, dense, S•T Shallow No No 4 U ti a ~ a ~ a ~
EL 357.0' ~ \ ~R~ - 'I UNDERt:4IN"lam PL~A~IN y ° ~ --T~ 7`E~ ~'~A~Bf~I C _ winged enany~s tiorzon~i - ~ brmchin -
\ EL -355.5 - Euonymuseuropaeus FAC Mesic 1-2 M M M M Sun topattial Up•rightdenso t0•l2' Shallow No No - shade oval shrub s indle-tree
- Hamametis vii inia FAC Mesic 2.4 M M M M Sun of Shade Vase-like 46' Shallow Yes Low g
ZNV OUT 349.0 ~ ~ ~ j ~ - witch-hazel co act shrub / ~
= Hypericum densRorum FAC Mesic 2.4 H M M H Sun Ovoid Shmb 3-6' Shallow Yes Med m - ; ~ common St. John's wort -
- (lez glabra FACW Mesic to 2-4 L M - H Sun to partial Spreading 6-12' Shallow Yes High - -
= ink6e wet Mesic sun shrub ~ - llez verrieiltate PACW Mesic to 2.4 L M - H Sun to partial Spreading 6-i2' Shallow Yes High
\ _ - A winterbe wet Mesic sun shrub
~ ~ ERh4AlyENT RIP RAP LINED ~ y ~ Juni enu communis FAC Mesic 1-2 M H H M-H Sun Mounded shrub 3.6' Deep No High , "comressa ° to Mesic taproot ~ tt' Q
. TRAPEZOIDAL CHANNEL \ BOTFC3M h!IDTH - 6:0' = / comaton'uni r Z
d. I~ ~ - - Juniperus horizantalis FAC Dry Mesic 1.2 M H H M-H Sun Matted shmh 0.3' Deep No High
~SEIp~ESL_ 4: 1 "Bur Harbor" to Mesic ml~t J _ ~ f - area nt aN r ° J
hFFNSMUM R P AP " D50 12 " ~ ~ ~ 1~ Linden benzoin FACW Mesic to 2-4 H - H Sun Upnght shrub 6.12' Deep Yes Htgh ~ y-•° Q
UNDERLAIN W LTER ~AffRZC - - ` _ s ieebush wet Mesic - w ~ U Myrka pennsylvanicu FAC Mesic 2.4 H M M H Sun to partial Rotmded, 6-B' Shallow Yes High
- bay~y sun compacted =
. ~ y~ ~ shmb ti Physocarpus spulifalius FAC Dry Mesic 2.4 M - H Sun Upright shrub 6-12' Shallow Yes Med ~
_ ninebark to wet O
_i~ Mesic Z Viburnum cassinardes FACW Mesic 2.4 H H H H ' Sun to partial .Rounded, 6-8' Shallow Yes High
. \ _ _ ~ _ _ northern wild raisin sun compacted ~
~ ~ - shrub _ ' C7
- Viburnum dentatum FAC Mesic 2.4 H H H H Sun to partial Upright, multi- 8-f0' Shallow Yes High _ Z - arrow-wood sun stemmed shrub H
\ I ~ _ - - - - Viburnum lemago FAC Mesic 2.4 H H H H Sun to partial Upright, muffi- 8• l0' Shallow Yes High ~ ~ - _ _
- Haan be sun stemmed shrub Q.
~ - J
J RECOMMENDED PLANT SPECIES FOR USE IN BIORETENTION HERBACEOUS GROUND COVER p
Species Moisture Regime Tolerance Morphology General =
~ _ - Characteristics
Scientific Name Indicator Habitat Ponding Salt OiU Metals Insects Exposure Form Height Root Native Wildlife ` _ Common Name Status Grease S stem
Agrostrs allw FAC Mesic - I.2 H - H H Shade Grass 2-3' Fiberous Yes High
redto Xetic Shallow Andrapogan gerardi FAC Dry Mesic 1-2 - - Sun Grass 2-3' Fiberous Yes High
blue oint -.Mesic Shallow
Deschampiia caespitosa FACW Mesic ro 2.4 H - H H Sun Grass 2.3' Fiberous Yes Med,
~ _ _ _ _ ` ' tufted hair s wet Mesic _ Shallow Hedera Hefix FACU Mesic 1.2 - - H Sun Everground - Piberous No Low
- En lish [ and cover Shallow
Lotus Comicularus FAC .Mesic • 1.2 H L H H Sun Grass 2.3' Fiberous Yes High birdsfoot-trefoil Xeric Shallow
Packysandraterminalis FACU Mesic l•2 - - - M Shade Evergreen - Fiberous No Low
_ r~awrr~ Ja anew ach andria round wver Shallow
Panicum veratum FAC to Mesic 2.4 H - - H Sun or Shade Grass 4•S' Fiberous Yes High SFIEET switch ass FACU Shallow
Farthenocissus VA(:U Mesrc l•1 H snaae evergreen VIDMUS NO Low Tricuspida ground cover Shallow
Boston Iv CA-1.0
GRAPHIC SCALE 1"=30' Vinca major FACU Mesic 1.2 H Shade Evergreen Fiberous No Low
large periwinkle ground cover Shallow Vinca minor FACU Mesic 1.2 H Shade Evergreen Fiberous No Low PAOJEC T NUMBER
m"Ill common periwinkle ground cover Shallow
0 30 60 90 4:D
196-20M

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S' ,NOAAK OR _ _ ~ C O 'r`I =
~ 4 r' h i h ~ ~ ~ L~
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_ ~ ~ ~ ~ 1
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Q > ~ ~ l ~ ~ _ ~
ti \ \ ' -
r - \ ~ ~ owner o r _ s er
s TIE TO EX P I~ e~ ~ ~ s \ rin \ ica i on w ~c ~ a
_ y ~ ~ - or,~" G-. 4 g-- 2 N .a o"~i m N - \ hall ~nstr - This project s b ucted in accordance w
~ _ - PROPOSED 8 DIP iL j- ` r ' ~ , ,g . nth the following w ~ ~ ~ \ plans, and the adoptenglneering Design and Con ~ ~ m z~
~ ~ r ' BY MAC6AE60R DEYELOPIENT _ _L_ g ~ structlon Standards ~ ~ ~ \ of the Town of Holly ~ngs. These plans were r ~ y~
i ~ r ~ _ _ ~ ~ , ~ p epared in conformance ~ ~ W° W~ _ with the approved pre~nary plan approved b the ~
I J e y Town. Furthermore, ° .ry ~W the engineers whose s and signature appear belo Z° j~ 4. _ w this cert f ~ W~
i f ' ` h-- i les that o ~~'-r ~ ~ the Town of HoI1y Sprs Eng~neerin Desi n ~ w ~ ~Q ~ • ~o - 9 Con ~ I _ 9 struction and Standards Q
g' , j / ~ . _ have been thoroughly sewed for applicabilit a ~ ~ 7Y ~W > > ~ - y to this W d
j r,~ ~ ~ ~ ti ~-,J~F-~ =c ~ ~ . ~ ~ particular protect. a Q ~ ¢o aQ _.~<<.~;~' ~y--:.. ~ Any proposed exceptinr deviations from t a Q a~ a~ a he standards are listed {
~:~SET LAKE BY ,DE~IEC _ - _ ~ r ~ _ ~ spec~f~cally on sheet., 2_ of the drawin s. _ J ~ 9 g
~ ~ , _ . ,
~ / ~ - . ~ ~ 1 ~ 1.) Sidewalk along 8r'nrldge Lane removed
~ , ~ 4 ,c ~ - ~ ` ~ ~ ~ ~ ~ - er1 nE~ns 2.) Offs~te wat i added . _ ~ _ 3.) Removed Lots 25 ~_6 due to Brookdale Pro~ec
~A ~ r-/ ~ ~ _ ~ LEI 7 ) t ~
~ - ~ ~ f, ~ ~
i - ~ ~ ; i~ - ~ ~N SRO
I ~ ~ ~ ~ ` ~ ~ 9 z _ , ~ o
~ ~ 1
0~ - ' !9375 ~ cn z i I ~ ZO 2 H H
i _ ~ ~ - - ~ I 0 H
~ _ ~ - _ S ~ o ~ - - r,~~ ~ J, gph ? ~
~
t _ ~ _i 1, . ~ 1;~ / ~ _ ~ U 7
~ / ~ z - ~ -
- w F-- ~ ~ c~~
_ ;P~Pbs~n ~ ~o _ ~1~+~i PL ~ . - a 0 VT , ~ ~ - ~ H z
/ IDSE LAIC r~~, ~ _ ti. / j ~ 1 p~~. , . ~ ~
~ r ~1
_ i f 1 JCS
_ --r r - ~ ~ - 1. _ _ ~ - D Z 1.) THE DOWN STRElMP STATION AND FORCE MAIN ?H __1_ - --T ~ MUST BE
i ~ , . _ „s /r r ~ - - ~ - - \ CONSTRUCTED BEFOR C . 0 . ' s ARE ISSUED F Q ~ ~ OR THIS PROJECT ~ a
~ - z _ r- 2.) A PRE-CONSTRUC ETING WITH THE TOWN OF H cn - OLLY SPRIN
r CONSTRUCTION IN~~. (TELEPHONE [phone] - , , ) WILL BE REQUIRED
i BEFORE BEGINNING .ONSTRUCTION. J} o= ~ _ 3. BUILDING PER~'ANNOT B w~
~ ~ t v,. F ~ E ISSUED FOR THE PRO JECT UNTIL A ~ o - _ CERTIFICATE OF CONCE FOR SEDIMENTATION AND
I A ~ ~ ~ _ ~ - EROSION ~ _ CONTROL IS ISSUEDAKE COUNTY o
f ~ _ w
~ t ~ I06E . _
G ~t-=-
l _ _ - - - .
t
8EFIETTA LA a_;_ NI
r~ _ L:'f
i ~ - ~ _ i ~ i~-,~ - SPAULDING G NORRiA.
' f j _ _ ~ AND IS NOT TO BE DUCED OR COPIED IN ORAMING ~ WHOLE OR IN PART
~ - ~ 9{ , - - ~ _ - ~ ~ if ~ . - ; ' ~ WITHOUT PERMISSI( c r

t I/ 15 NUi rU bt uv NNr UIHEH PROJECT AND IS TO BE
RETURNED UPON RE(
GRAPHIC SCALE 1"=500'
I PROJECT MMBER
0 500 1000 1500
196-20AM