20090501 Ver 2_More Info Received_20130830

L '� U PWIS,
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
704 -527 -1177 - Phone
704 -527 -1133 - Fax
TO: Ms. Anette Lucas
NCDEMLR - Storm Water
512 N Salisbury St
9th Floor Archdale Building
Raleigh NC 27603
oq -o '$fll V2
Date: 08 -28 -13
CWS Project #: 2013 -3098
DWQ #: 09 -0501 V2
LETTER OF TRANSMITTAL
WE ARE SENDING YOU: ®Attached ❑Under separate cover via the following items:
❑ Prints ® Plans ® JD Package ❑ Specifications
❑ Copy of letter ❑ Change order ❑ Wetland Survey ® Other
IF ENCLOSURES ARE NOT AS NOTED. KINDLY NOTIFY ILS AT nNCF
THESE ARE TRANSMITTED as checked below:
®For approval []Approved as submitted ❑Resubmit copies for approval
®For your use []Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections []Return corrected prints
❑For review and comment ❑For your verification and signature
REMARKS: Anette. Please find attached the additional information requested by Samar Bou- Ghazale for the
Chestnut Place Storm Water Permit.
Copy to: File
Thank you,
omas Blackwell, PWS
Senior Scientist
NORTH CAROLINA - SOUTH CAROLINA
1
8/28/13
1
Additional Information for Stormwater Review
THESE ARE TRANSMITTED as checked below:
®For approval []Approved as submitted ❑Resubmit copies for approval
®For your use []Approved as noted ❑Submit copies for distribution
❑As requested ❑Returned for corrections []Return corrected prints
❑For review and comment ❑For your verification and signature
REMARKS: Anette. Please find attached the additional information requested by Samar Bou- Ghazale for the
Chestnut Place Storm Water Permit.
Copy to: File
Thank you,
omas Blackwell, PWS
Senior Scientist
NORTH CAROLINA - SOUTH CAROLINA

PROJECT NARRATIVE /SLrNflvIARY
FOR
Chestnut Phase II
(SLS #3044)
PROJECT DESCRIPTION
Chestnut Place Phase H being proposed at the end of Stone Hill Lane, in the Town of Stallings,
Union County, North Carolina. The site has been approved by NCDNER for the roadway grading
and installation of the proposed sediment and erosion control measures (plans prepared and
designed by RDDavis). The 401/404 permits that were previously approved and obtained for the
site have expired. A new PCN is being submitted for a new Wetlands permit.
EROSION CONTROL
Silt fencing shall be installed along the low sides of the development so that turbid surface waters
are held on -site & to prevent sediment from entering adjacent properties. Inlet protection shall be
installed for all of the existing & proposed storm sewer structures. A stoned construction entrance
shall be utilized for all ingress /egress construction traffic to eliminate possible muddy roads, &
siltation to the existing lots. In addition, the remaining trees and vegetation provide a significant
buffer to adjoining properties. Temporary sediment traps, temporary diversion ditches with check
dams spaced 100 -ft o.c. & stone outlets shall be utilized & constructed to reduce velocities &
sediment laden runoff. Calculations for these measures are included on the plans. Additional
erosion control measures will be used as necessary to prevent sediment from leaving the site along
with site monitoring visits after each heavy rain events (0.5 -inch & greater) to inspect for any off -
site sedimentation problems. Necessary actions shall be immediately made to repair, maintain or
restore any areas that potentially, have or will fail.
WATER QUALITY
The proposed Water Quality for the site will be achieved by constructing Infiltration Trenches with
Level Spreaders at FES 13 and 28. Both areas will have a 4'xI00'x4' deep infiltration trench to a
level spreader. The level spreader will be installed a minimum of 30' from the surface water. In
addition, the existing wetland area will be preserved and serve as a stormwater wetland area. Per
the supplemental form, the area is required to provide 19,384 ft ^3 and the existing wetland area is a
minimum of 20,094 ft ^3.
If you should have any questions please feel free to call me @ 803 -493 -5393.
Sincerely,
Summit Land Services
D. Keith Rains, PE
9@1199WIR p
AUG IS 0 2013
Summary - 1

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non - Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Chestnut Place II
2. Location of Project (street address):
at the end of Privette Road
City:Stallings County:Union Zip:28104
3. Directions to project (from nearest major intersection):
at the end of Privette Road in Stallings, NC
4. Latitude:35.3072111 1 " N Longitude:80.70690 " W
of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): - ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU -102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: []Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1- 877 - 623 - 6748):
❑CAMA Major []Sedimentation /Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts 801f
b. If any of these permits have already been acquired please provide the Project Name, Project /Permit Number,
issue date and the type of each permit:#09 -0501V2, 6.13.13, 401 WOC
5. Is the project located within 5 miles of a public airport? ®No []Yes
If yes, see S.L. 2012 -200, Part VI: htip:H portal. ncdenr.org /web /wq/ws /su /statesw /rules laws
AUG 3 0 2013
Form SWU -101 Version 06Aug2012 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant /Organization:Carolina Development Solutions, LLC
Signing Official & Title:Mr. David Cuthbertson, Managing Member
b. Contact information for person listed in item la above:
Street Address:2649 Breckonbridge Centre Drive.
City:Monroe State:NC Zip:28110
Mailing Address (if applicable):N /A
City:
Phone: (803 ) 389 -3387
Email:
State: Zip:
Fax: (800 ) 980 -4077
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
• Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
• Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner /Organization:,
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State: Zip:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person /Organization:Mr. Scott Twiddy
Signing Official & Title:President, Carolina Development
b. Contact information for person listed in item 3a above:
Mailing Address:1932 Clark Elliott Street
City:Fort NO State:SC Zip:29708
Phone: (803 ) 389 -3387 Fax: (800 ) 980 -4077
Email:
4. Local jurisdiction for building permits: Stallings, NC
Point of Contact:Lynne Hair Phone #: (704 ) 821 -0315
Form SWU -101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, bnefly summarize how the stormwater runoff will be treated.
Through existing wetlands, pond, and infiltration trenches
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ VaTid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Catawba (HU# 03050103 River basin.
4. Total Property Area: 23.098 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.075 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
23.023 acres
* Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non - coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
9
Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 24
9. How many drainage areas does the project have ?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina&e Area _
Drainage Area _
Drainage Area _
Drainage Area _
eceivmg Stream Name
UT to
Twelevemile
Creek
Stream Class
,
Stream Index Number
,
Total Drainage Area s
acres
-site Drainage rea s
acres
Off -site Drainage Area s
n a
Proposed Impervious Area (sf)
% Impervious Area (total)
°
Impervious" Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
-site Buildings/Lots FRY
133,969
-site treets s
,
-site Parking s
,
-site Sidewalks (sf)
,
Other on -site s
,
uture TsT
n a
--n-7"a-
Off-site s f)
Existing s
n a
Total s
,
Stream Class and Index Number can be determined at: htt portal .ncdenr.org /rveb/wq[ps /csu /classifications
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
* ** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Form SWU -101 Version 06Aug2012 Page 3 of 6

Projects in Union County: Contact DWQ Central ice staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O &M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http: / /12ortal.ncdenr.org /web /wq /ws /su /bmp- manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from hft://portal.ncdenr.org/web/wq/ws/su/statesw/forms-docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http: / /yortal.ncdenr.org /web /wq /ws /su /maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http: / /portal.ncdenr.org /web /wq /ws /su /statesw /forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. I-T�
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants j fS
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
ft://www.envhelp.org/12a&es/onestoRexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment /management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development /Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off- site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU -101 Version 06Aug2012 Page 4 of 6
for
(�

• 9. • Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5 "x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, (910) 796 - 7378.)
10. A copy of the most current property deed. Deed book Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and /or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / / www.secretary.state.nc.us / Corporations / CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http:/ /portal.ncdenr.org /web /wq /ws /su /statesw /forms docs. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and /or firm (such as a
consulting engineer and / or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:
Consulting Firm:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) btA certify that I
own the property identified in this permit applicatiQn, and thus .ve ermission to (print or type name of person
listed in Contact Information, item la) gw print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU -101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and / or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/ Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violatio N a to 143 -215.] Ruud -x�ay result in appropriate enforcement action including
the assessment o 'v' na ' s u per day, pursuant to NCGS 143 - 215.6.
Signature: , � A Date: 7 o
I, V vk AN' t a Notary Public for the State of NC , County of
�
do hereby certify thaf:J)o CkQbb*on personally appeared
before me thisA day of 206 , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand
olertri�r���''
,-a acy rdp
V Qom•° V0
'eC
i�11111 k 1e 00
X. APPLICANT'S CERTIFICATION
and official seal,
SEAL
My commission expires CQ • �• lJ�
I, (print or type name of person listed in Contact Information, item la) L Oi'1
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will c ns ed ' nfor mane with the approved plans, that the required deed restrictions
and protective c en s i 1 rded, and that the proposed project complies with the requirements of the
applicable sto at I d 5A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: A Date: i R_
I, CL4CJ�kl M /vim &- --,a Notary Public for the State of County of
do her by certify that (&VA � CfY] personally appeared
before me thi 1. day of 3 an acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official
erl i
� � J e
-
i 2 C.
�V PIP\
., "'teCk'e D
SEAL
l�
1
My commission expires . U • U Ll
Form SWU -101 Version 06Aug2012 Page 6 of 6

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non - Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Chestnut Place 11
2. Location of Project (street address):
at the end of Privette Road
City:Stallings County:Union Zip:28104
3. Directions to project (from nearest major intersection):
at the end of Privette Road in Stallings NC
4. Latitude:35.307210 I "N Longitude:80.7069* "W
of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): - ®New []Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU -102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: []Not Started []Partially Completed* ❑ Completed* and a designer's certification
2. Specify the type of project (check one):
3.
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
If this application is being submitted as the result of a previously returned application or a letter from
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
DWQ
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1- 877 - 623 - 6748):
❑CAMA Major ❑Sedimentation /Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts 801f
b. If any of these permits have already been acquired please provide the Project Name, Project /Permit Number,
issue date and the type of each permit:#09 -0501V2, 6.13.13, 401 WOC
5. Is the project located within 5 miles of a public airport? ®No []Yes
If yes, see S.L. 2012 -200, Part VI: httl2:Hl2ortal.ncdenr.org /web /wq /ws /su /statesw /rules laws
Form SWU -101 Version 06Aug2012 Page 1 of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant /Organization:Carolina Development Solutions, LLC
Signing Official & Title:Mr. David Cuthbertson, Managing Member
b.Contact information for person listed in item la above:
Street Address:2649 Breckonbridge Centre Drive.
City:Monroe State:NC Zip:28110
Mailing Address (if applicable):N /A
City:
Phone: (803 ) 389 -3387
Email:
State:
Zip:
Fax: (800 ) 980 -4077
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
• Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
• Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner /Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:_
Phone:
Email:
State: Zip:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person /Organization:Mr. Scott Twiddy
Signing Official & Title:President Carolina Development
b. Contact information for person listed in item 3a above:
Mailing Address:1932 Clark Elliott Street
City:Fort Mill State•SC Zip:29708
Phone: 5803 ) 389 -3387 Fax: (800 ) 980 -4077
Email:
4. Local jurisdiction for building permits: Stallings- NC
Point of Contact:Lynne Hair Phone #: (704 ) 821 -0315
Form SWU -101 Version 06Aug2012 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Through existing wetlands, pond, and infiltration trenches
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑
Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Catawba (HU# 03050103 River basin.
4. Total Property Area: 23.098 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0.075 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
23.023 acres
Total project area shall be calculated to exclude the fallowing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non - coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 24 %
9. How many drainage areas does the project have ?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
DramiaLe Area _
ama e a
aina e a
aurae a
m
ivg Stream Name
to
Twelevemile
Creek
Stream Class
11,761
Stream Index Number
,
Total Drainage Area s
acres
-site Drainage Area s
acres
Off-site Drainage Area s
n a
Proposed Impervious Area (sf)
240,689
% Impervious Area (total)
o
I n rvious Surface Area
-site Buildings/Lots s
ainage Area _
,
Drainage Area _
Drainage Area _
Drainage Area' _
-site Streets s
,
-site Parking (sf)
11,761
-site Sidewalks (sf)
,
Other on -site s
,
Future s
n a
Off-site s
n a
Existing s
n a
Total s
,
atnum amass ana ►naex Numner can ae aeterminea at: ht%JJ ortal.ncdenr.orghvebhvq[ps/csu /classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing-BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Form SWU -101 Version 06Aug2012 Page 3 of 6

Projects in Union County: Contact DWQ Central ice staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B. 0600.
V. SUPPLEMENT AND O &M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htty: / /t)ortal.ncdenr.ore /web /wo /ws /su /bmv- manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http: / /portal.ncdenr.org /web /wq /ws /su /statesw /forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at h!!p://12ortal.ncdenr.org/web/wq/ws/su/maRs)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htW://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms docs .
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. _
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to _
http: / /www.envhelp.M /Rages /onesWexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment /management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within % mile of the site boundary, include the Vz
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development /Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off- site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU -101 Version 06Aug2012 Page 4 of 6

9 . Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5 "x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, (910) 796- 7378.)
10. A copy of the most current property deed. Deed book Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and /or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h": / /www secretary state nc us /Corporations /CSearch aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http: / /portal.ncdenr.org /web/ wq / ws / su / statesw /forms docs. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and / or firm (such as a
consulting engineer and / or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:
Consulting Firm:_
Mailing Address:_
City:
Phone:
Email:
State: Zip:
Fax: ( )
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section) ' Q — ,t
I, (print or type name of person listed in Contact Information, item 2a) _a(4 C . 66N' , certify that I
own the property identified in this per �.t application, and thus ve rmission to (print or type name of person
listed in Contact Information, item la) =2 print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU -101 Version 06Aug2012 Page 5 of 6

..
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and / or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name /Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violatio N to 143 -215. �day, y result in appropriate enforcement action including
the assessment o,� na ' s 9 u _ per ursuant to NCGS 143 - 215.6.
Signature: K. zY 4- Date: 7 0 o
I, �Q V k A ( 1e- a Notary Public for the State of NG , County of
do hereby certify thaFr)&iA CkkUbeP6-on personally appeared
before me thisA day of US , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
1lereh�����',
ab
�y
z� Q Jam`
OZ
V V �.
bt
,,ereell\
SEAL
2°t ZOt3
My commission expires C • u. A I
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 10 QWV Vl
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project wrateles ns ed ' nformance with the approved plans, that the required deed restrictions
and protective c a rded, and that the proposed project complies with the requirements of the
applicable sto d 5A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature'• �,, .1 A A Date: 7 °l
I, CWT /�+�� , a Notary Public for the State of County of
do he by certify that M,VA 014%~ personally appeared
before me thi i day of I&W an4 acknowledge the due execution of the application for
a stormwater permit. Witness my hand V
o\\
;Wit ler
rV PJ�\ 0 '
A
and official seal,
SEAL
My commission expires- . W 0
Form SWU -101 Version 06Aug2012 Page 6 of 6

�I A TF9
NC®ENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
I. PROJECT INFORMATION
288
Project name
Chestnut Place II
Contact name
Keith Rains
Phone number
704 -504 -1717
Date
March 7, 2013
Drainage area number
Wetland Area 1
II. DESIGN INFORMATION
288
Site Characteristics
1 -yr, 24 -hr intensity
Drainage area
155,073.00 ft
Impervious area
73,180.00 fiz
Percent impervious
47.2%%
Design rainfall depth
1.00 Inch
Peak Flow Calculations
1 -yr, 24 -hr rainfall depth
288
in
1 -yr, 24 -hr intensity
0.12
in /hr
Pre - development 1 -yr, 24 -hr runoff
0.15
ft3 /sec
Post-development 1 -yr, 24 -hr runoff
0.42
ft3 /sec
Pre /Post 1 -yr, 24 -hr peak control
0.27
ft3 /sec
Storage Volume: Non-SA Waters
Minimum required volume
ft3
Volume provided (temporary pool volume)
ft3
Storage Volume: SA Waters Parameters
1.5" runoff volume 19384.00 ft3
Pre-development 1 -yr, 24 -hr runoff volume 0 05 ft3
Post - development 1 -yr, 24 -hr runoff volume 0.48 ft3
Minimum volume required 19384.00 ft3
Volume provided 21,094.00 ft3
Outlet Design
Depth of temporary poollponding depth (Dpwft) in
Drawdown time days
Diameter of orifice in
Coefficient of discharge (Co) used in orifice diameter
calculation (unitless)
Driving head (H,) used in the orifice diameter calculation ft
OK
Form SW401- Wetland -Rev 6- 11/16/09 Parts I and 11 Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Welland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage Is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage Is.
Non - forebay portion of deep pool
The non - forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water /Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option #2,
Wetland has liner with permeability < 0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic -inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous (4'cubic -inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
Number of Plants Provided In Shallow Water Area:
Herbaceous (4'cubic -inch container)
Number of Plants Provided in Shallow Land Area:
Herbaceous (4'cubic -inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
ft 2
ft2
ft 2
_ ft 2
_ ft2
0.00 ft2
0.00 ft2
it amsl
ft amsl
it amsl
ft amsl
ft amsl
(Y or N)
ft amsl OK
(Y or N)
in
0.00 in
0.00 In
0.00 in
0.00 in
(Y or N)
0
0
0
0 and 0
Form SW401- Wetland -Rev 6- 11/16/09 Parts I and 11 Pro/ect Design Summary, Page 2 of 3

• f
Additional Information
Can the design volume be contained?
(Y or N)
Does project drain to SA waters? If yes,
(Y or N)
What Is the length of the vegetated filter?
ft
Are calculations for supporting the design volume provided in the
(Y or N)
application?
Is BMP sized to handle all runoff from ultimate build -out?
(Y or N)
Is the BMP located In a recorded drainage easement with a
(Y or N)
recorded access easement to a public Right of Way (ROW)?
The length to width ratio Is:
.1
Approximate wetland length
ft
Approximate wetland width
ft
Approximate surface area using length and width provided
0.00 ft,
Will the wetland be stabilized within 14 days of construction?
(Y or N)
Form SW401- Wetland -Rev 6- 11/16/09 Parts I and 11 Project Design Summary, Page 3 of 3

f
Permit No
(to be provided by DWQ)
pF W / T`a°
09IW5 F 5.
�� U
FIe.DENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH 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. PROJECT INFORMATION
Project name Chestnut Place II
Contact person Keith Rains
Phone number 704 - 504 -1717
Date 3[7/2013
Drainage area number FES #13
II. DESIGN INFORMATION
2.88
in
Site Characteristics
0.12
in/hr
Drainage area
342,817.00
ft
Impervious area
76,666.00
ft2
Percent impervious
22.4%
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1 -yr, 24 -hr rainfall depth
2.88
in
1 -yr, 24 -hr intensity
0.12
in/hr
Pre - development 1 -yr, 24 -hr discharge
0.33
ft3isec
Post - development 1 -yr, 24 -hr discharge
0.94
ft3 /sec
Pre /Post 1 -yr, 24 -hr peak flow control
0.61
ft3 /sec
Storage Volume: Non-SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
1.5" runoff volume
9583.00
ft3
Pre - development 1 -yr, 24 -hr runoff volume
2,143.00
ft3
Post - development 1 -yr, 24 -hr runoff volume
10,767.00
ft3
Minimum volume required
9583.00
ft3
Volume provided
1,600.00
ft3 Need to provide additional volume
Soils Report Summary
Sod type
Infiltration rate
in/hr
SHWT elevation
fmsl
Trench Design Parameters
Drawdown time days
Perforated pipe diameter in
Perforated pipe length ft
Number of laterals
Stone type (if used)
Stone void ratio
Stone is free of fines? (Y or N)
Forth SW401- Infiltration Trench -Rev 4 Parts I & 11 Design Summary, Page 1 of 2

Trench Elevations
Bottom elevation
Storage/overflow elevation
Top elevation
Trench Dimensions
Length (long dimension)
Width (short dimension)
Height (depth)
Additional Information
Maximum volume to each inlet Into the trench?
Length of vegetative filter for overflow
Number of observation wells
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Depth of naturally occuring soil above SHWT
Bottom covered with 4 -in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Trench wrapped with geotexble fabric?
Pretreatment device provided
fmsl
fmsl
fmsl
It
ft
ft
ac -in
ft
It
ft
ft
ft
It
(Y or N)
(Y or N)
(Y or N)
(Y or N)
(Y or N)
Permit No
(to be provided by DWQ)
Form SW401- Infiltration Trench -Rev 4 Parts I & 11 Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
A A 41' \'JATFgO
��i��``````
NODE R STORMWATER MANAGEMENT PERMIT APPLICATION FORM � T
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
2.88
in
Project name
Chestnut Place II
in /hr
Contact person
Keith Rains
ft3 /sec
Phone number
704 - 504 -1717
ft3 /sec
Date
317/2013
ft3 /sec
Drainage area number
FES #28
II. DESIGN INFORMATION
ft3
Site Characteristics
ft3
Drainage area
122,404.00
ft
Impervious area
83,635.00
ftz
Percent impervious
68.3%
%
Design rainfall depth
1.00
in
Peak Flow Calculations
1 -yr, 24 -hr rainfall depth
2.88
in
1 -yr, 24 -hr intensity
0.12
in /hr
Pre - development 1 -yr, 24 -hr discharge
0.12
ft3 /sec
Post - development 1 -yr, 24 -hr discharge
0.33
ft3 /sec
Pre /Post 1 -yr, 24 -hr peak flow control
021
ft3 /sec
Storage Volume: Non -SA Waters
Minimum volume required
ft3
Volume provided
ft3
Storage Volume: SA Waters
15" runoff volume
1045400
ft3
Pre - development 1 -yr, 24 -hr runoff volume
765.00
ft3
Post - development 1 -yr, 24 -hr runoff volume
10,173.00
ft3
Minimum volume required
10454.00
ft3
Volume provided
1,600.00
ft3 Need to provide additional volume
Solis Report Summary
Soil type
Infiltration rate
in /hr
SHWT elevation
fmsl
Trench Design Parameters
Drawdown time days
Perforated pipe diameter In
Perforated pipe length ft
Number of laterals
Stone type (if used)
Stone void ratio
Stone is free of fines? (Y or N)
Form SW401- Infiltration Trench -Rev 4 Parts 1 & 11 Design Summary, Page 1 of 2

Trench Elevations
Bottom elevation
fmsl
Storage /overflow elevation
fmsl
Top elevation
fmsl
Trench Dimensions
Length (long dimension)
ft
Width (short dimension)
ft
Height (depth)
ft
Additional Information
Maximum volume to each inlet into the trench?
ac -in
Length of vegetative filter for overflow
ft
Number of observation wells
Distance to structure
ft
Distance from surface waters
ft
Distance from water supply well(s)
ft
Separation from impervious soil layer
ft
Depth of naturally occuring soil above SHWT
ft
Bottom covered with 4 -in of clean sand?
(Y or N)
Proposed drainage easement provided?
(Y or N)
Capures all runoff at ultimate build- out?
(Y or N)
Bypass provided for larger storms?
(Y or N)
Trench wrapped with geotextile fabric?
(Y or N)
Pretreatment device provided
Permit No
(to be provided by DWQ)
Form SW401- Infiltration Trench -Rev 4 Parts I & 11 Design Summary, Page 2 of 2

Perennial RPW Stream A
- 25 LF Temporary Impacts (Utility Crossing)
Perennial RPW Stream A
- 25 LF Temporary Impacts (Utility Crossing)
Wetland EE
- 0.037 acres Permanent Impact (Fill)
Q
F 0
0
Seasonal RPW Stream C
�00
U
- 25 LF Temporary Impacts (Utility Crossing)
M
�
CD
M
M
Wetland CC
- 0.003 acres Permanent Impacts (Fill)
c
'N
Wetland BB
w
°
a
Y
- 0.005 acres Permanent Impacts (Fill)
r
Wetland DD
- 0.003 acres Permanent Impact (Fill)
Perennial RPW Stream
- 80 LF Permanent Impact (Culvert)
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DETERMINED AND CLASSIFIED BY CWS, INC.
ON FEBRUARY 4, 2013. JURISDICTIONAL FEATURES HAVE NOT BEEN VERIFIED BY THE USACE.
REFERENCE: BACKGROUND GIS LAYERS PROVIDED BY UNION COUNTY GIs DEPARTMENT. DATED 2009.
Wetland AA
- 0.072 acre Permanent Impact (Fill)
Seasonal RPW Stream B
- 123 LF Permanent Impact (Fill)
Legend
Pmiect_Limits
Proposed Impacts
Permanent Stream Impacts (203 If total)
- Temporary Stream Impacts (75 If total)
Wetland Impacts (0.12 aae total)
Existing Resources
Intermittent
Perennial
Pond
Wetland
Proposed Infrastructure
Propooed Roads
Lots
Proposed Grading
Proposed Wall
---- Proposed Sewer
F-
I�//�� w
V+ _
th
ci
V ` t3i
� 'cS
S o ri
C.
eUr
a
u =ZC
O =�
C
IIc I:KC i:
320 160 0 320 Feet

SURFACE
�9J
rrt It "J, i
R:n
0 +00
CULVERT PROFILE
ROPOSED CULVERT 6' ABOVE MAIN
0 +50 P -SD 36 (CB TO CONSIST OF TWO 60' RCP MAN CH CHANNEL INVERT
MOQ£Ri I BQ ION
PIPES ,PROPOSED HEADWALL TO BENCH ATION
BE DESIGNED BY OTHER AND 9 2+00 3 +00
SUBMITTED TOWN OF STALLINGS
ENGINEER PRIOR TO FINAL
APPROVAL
CULVERT PLAN VIEW
CULVERT SECTION
-
summit
a
o..a4e�.c wn
a Rn
Y �
Y � 6
4AN6 —
0
z
LLI
N
Q o
0- z -A
W N
U
J U
— v =
�3n
Z y J �
W
U m
CONCRETE
".1
q
I
T
ROA WAY
— SUi A a
677.90'
-YV-RT b0" RC?
67770,
'. •'\ %
_._.
C77 <p
(UpPEp)
ff
/77.20
INVERT
\ \ \ \
60°
iLOWER)RCP
P -SD d5 (CB)
_f \� \ \`
RCP
675
P -SD 33 (C r
rrt It "J, i
R:n
0 +00
CULVERT PROFILE
ROPOSED CULVERT 6' ABOVE MAIN
0 +50 P -SD 36 (CB TO CONSIST OF TWO 60' RCP MAN CH CHANNEL INVERT
MOQ£Ri I BQ ION
PIPES ,PROPOSED HEADWALL TO BENCH ATION
BE DESIGNED BY OTHER AND 9 2+00 3 +00
SUBMITTED TOWN OF STALLINGS
ENGINEER PRIOR TO FINAL
APPROVAL
CULVERT PLAN VIEW
CULVERT SECTION
-
summit
a
o..a4e�.c wn
a Rn
Y �
Y � 6
4AN6 —
0
z
LLI
N
Q o
0- z -A
W N
U
J U
— v =
�3n
Z y J �
W
U m

RI--
.'•1W".,Oo.
.N.
own
KAA — FORARf &L - FENONO
ARWND ALL LOB SAES O EAOI LOT
MAT YA, REOD. WSTPEAY
R11NOCT —FT LAOEN
STObMA1G RWOT SHALL NOT
AO.1 A¢IA— LOTS M N.1-1
1EAnReS.
DouelE RDB' c
= 2
.: sn,lee s r ¢.D .rnes.
aso 2B (M
Al FEINTING Br
Slr c -0.90. A. 1.
1d - 2421 65
SC4E +'S0
.
B' KPAR.nOe (T1P;
1
®50 50
PROPOSm LEVn
'
4L.
BASIN i0 PE4AN IIRLACE FOR LOT ..@.6 WT
uA 1E1i0RAR A TRIAL
oKAM= IR. CAS BE
: aw65 : 2'.°632
eRDY TlaIF•ct
PEYOVEO I— TO CONSTRUCTON ON LOT •e
T FEHAL
STABXIZED MM SILT fENCING. SEEOx0.
,{ •
Ie D. .
ST - 61 9.50 ExGYATOII . 2.S'
N0NE CONSTRUCTION ACIMTES 076Y
NSPECl. O COMPLEBOR A CLOSE BASIN PIER
YNmovA
S1RAB AND GAY •CASSIBLE.
A c .- 0.911¢
o3
PROPOSED .4FE —TON 1REN �",w .i DEEP
N�1MIN
. 5463 CFS ° -90
10fEOWEO
5 MIN. ri
C .5.06 OF5
REgAMD
1104 FES TO fE'AI
11E.-N. SURC•A WIE99 TO ED, OF
CLEA
eii.�i. c :ro.ia roi
10. 3.2 O5
L /
.
SS SF. x 5.06 CTS .S...- Sr.
TFE IEYJ. SoPF•AF WST BE 4NiTYn'eD
REQAED .
M S.r. 3..: OS -1..86 Sr
WA 51OHAA BY SLI—E NHEA
vO69 > -f291
0698.
VA9ATEE —AA BT —AA AREA
♦�h0. IM2
YAEABLE STORAOE BT ANEA
•113. 262
vAAANE STOIAA BT SUNF ACE AFEA
YTZ2 -1Mt
X699-
•Mh1 =160f
s
•ABa1��r�.�
]!- 5
R'N -f.Of
W . N]•
W E PPOV9)m . 3.129 eF.
KAA — FORARf &L - FENONO
ARWND ALL LOB SAES O EAOI LOT
MAT YA, REOD. WSTPEAY
R11NOCT —FT LAOEN
STObMA1G RWOT SHALL NOT
AO.1 A¢IA— LOTS M N.1-1
1EAnReS.
DouelE RDB' c
= 2
.: sn,lee s r ¢.D .rnes.
PFC40ffD IN"' T—CN - FU
Al FEINTING Br
Slr c -0.90. A. 1.
1d - 2421 65
SC4E +'S0
.
B' KPAR.nOe (T1P;
1
®50 50
PROPOSm LEVn
NIMBLE 51011.0[ BY SUIFAA APG
1 M9 :'who
vAMBl[ S111IIAA BT —AA ARG
A O E83 : :)a
LOCITED A
1R OF JC
uA 1E1i0RAR A TRIAL
oKAM= IR. CAS BE
: aw65 : 2'.°632
eRDY TlaIF•ct
IRplQD . 3T29 CT,
. 31 4 e0
T FEHAL
STABXIZED MM SILT fENCING. SEEOx0.
Ie D. .
ST - 61 9.50 ExGYATOII . 2.S'
..
N . 1B2,5p GuYAl1O1 .:'
S1RAB AND GAY •CASSIBLE.
A c .- 0.911¢
o3
A: ;6�310c : a:9ao..C3"i
N�1MIN
. 5463 CFS ° -90
10fEOWEO
5 MIN. ri
C .5.06 OF5
REgAMD
os
10 - &j OR
eii.�i. c :ro.ia roi
10. 3.2 O5
.
3NSx x 56! 65 -Z..9 S.F
.
SS SF. x 5.06 CTS .S...- Sr.
JI aF.�x 531 CK .:310 SF.
�SWEACE
REQAED .
M S.r. 3..: OS -1..86 Sr
WA 51OHAA BY SLI—E NHEA
vO69 > -f291
0698.
VA9ATEE —AA BT —AA AREA
♦�h0. IM2
YAEABLE STORAOE BT ANEA
•113. 262
vAAANE STOIAA BT SUNF ACE AFEA
YTZ2 -1Mt
X699-
•Mh1 =160f
MT. -1W1
•115.-f_n
]!- 5
R'N -f.Of
W . N]•
W E PPOV9)m . 3.129 eF.
PEACE
• 118 . 23w
TILE PROLIOED .3125 C.F.
i 1+S .116.
OtL E PROVIDED - J.T29 C f.
1MXLENOM.S X80
MiLD.OM -1212
-J
MX WGIN -J]x 11
MXLwOM.2n%Yt
I
DRIVES Tu K LncATED.
T wM
. T 50 EYDAYTW
ENM
9T . T2I - . F EAYw
TEMPORARY SEDBR)#T TRY 90 TO BE INSTALLED
•
'-
-
1NYOR TD caNSlNtRd a LOTS eo AND eD.
Mohr RISaECTM ai cawLETION � closE
•
�w -
M89I ATTFR APPaoval
�/!•
•�
Y E* TNO AiTLA I
EARN TO RO1AWNRA£ TO WSR UCW W
_ .. ..
d� T A191e Yeµ_
-
,v
C0" TS TO K wlfl INPTOP :T
OIKEIIW R QOEE B•$N Ac1ER A PPOVAI.
TEIi0RY1 SEDILKNT TRIP s2 TO BE IF 1-"
PPwP TO CCNSIRIIC1wN ON LOTS 428.3. PO. f .'
COYKETI N ON LOTS I.l NOTIFY NSFUTOI ✓'
Or COMPLETION a a.OSe 9ASN AFTw AFPROM.
PMPMeD B1f91PATON laENOH 4'•IUO' ..' T.EW
TROY YLS TO LL'hi SPNEAOEN : JY —
CI,ANAFEL ♦wW AL! ;l— TO k lS _
T4E :EY4 sPPEAnER Yus eE Y>Nrarto
BASIN TO REMAIN NRACE FOR TIE ENTIRE
CONSMKTIQN ACTIVITY TNESPAN .—T •.�: �N' -
NSIECTOR V COMLETION . CLOSE
APRRONA,. 1.
NpPpgp eN¢RNnA¢\�Si1R
FBlTRA1KN
O61F'Ry_ /
EN s—C—
1
FNOPOSED MFE� 1bN MENO SO I - FES 7� - 11 (TEST
Sa 13 PROP05[D LEVEL SPREADER_
SCALE OF
SO t:50 �C�Tt INA AYABMBn'h h
1
+ ;.}Ik�AA76R}II BTalg
RaoI.w1LC7ST�1 -. -
PMSKMS
1®
summa
NM BW.Nic
an.11 °�raln.ec_ col
B o a
51 - o pp
71 tr `Ya
- 1 19x' � r,
1
�4,p1 I i� }J1
PORYIY 1P M 0 K W51Y ,
0P 10 COxa—TON ON OTS 6•.65 AND TV-RARY SEOYENT TRY 1• TO K RMI M tD
��E. I ANTER UPW CLBNU— M MCY PaIOR TO CO6TBKTOII OT ]. LIOL
OiS. NOTIFY INSPE — OF —I,ERON B CLOSE C01fLE1HIN W LOT 1., MOIfT NSYECIf11l OF U
PPFOl cOIPLE"ON l CLME BASIN AFTER, YRNK F, Z
1EMPDRAPT SEDIMENT TRIP 10 TO BE INSTALLED
Pawn lw cLNSTPUCnw a, LOTS 10-n uPw
�OYK£ROl W 1NME LOSS, —.—FI W O
c—ETW a nose •FTw
f �
SS ABRIZA M
•N AT NE
pVEF510N plTw /CLEANWAIEP
CAY LOTS F•NCR TO OEGBRtlIO
tTA— ..T Ig rrABAZ>m 9RiDOTpT
� nwDR•RT
i WItEm`t TO RRM FY GIRIM
eAIItES 11Al, K — oN AM —
AllI11T!(]NAI EROSI(1M COxTROI E CI IRFS
• ALL TRAPS/BASNS MMST RE STABILIZED
I M.IEDIATELY AFTER NSTALLADON.
• FIELD AO.NST THE TEMPCR RY DIVERSION DITCHES
SLICK MAT FLOW ENTERS THE TRAPS AT TIE
ENDS OPPOSITE THE OUTLET TO THE MAI3MUM
EXTENT POSSIBLE.
• CON MESH BAFFLES SHALL ME USED ON ALL
TRAPS.
LEGEND.
= 2
.: sn,lee s r ¢.D .rnes.
PFC40ffD IN"' T—CN - FU
Q SLRRC.¢90.M .OS
¢ . nu Ci3
Slr c -0.90. A. 1.
1d - 2421 65
SC4E +'S0
I — M -1W S.F.
335 F�x`D2.53 !TS .110 ST
®50 50
PROPOSm LEVn
NIMBLE 51011.0[ BY SUIFAA APG
1 M9 :'who
vAMBl[ S111IIAA BT —AA ARG
A O E83 : :)a
LOCITED A
1R OF JC
t w - ]0313•
: aw65 : 2'.°632
eRDY TlaIF•ct
IRplQD . 3T29 CT,
. 31 4 e0
RRO11Dm . 3.1}9 C F
M Y i[NDM ^u• x W
Ie D. .
ST - 61 9.50 ExGYATOII . 2.S'
..
N . 1B2,5p GuYAl1O1 .:'
E4
•- Snme sr. 0694 AcRES.3
A c .- 0.911¢
o3
A: ;6�310c : a:9ao..C3"i
N�1MIN
. 5463 CFS ° -90
10fEOWEO
5 MIN. ri
C .5.06 OF5
REgAMD
os
10 - &j OR
eii.�i. c :ro.ia roi
10. 3.2 O5
.
3NSx x 56! 65 -Z..9 S.F
.
SS SF. x 5.06 CTS .S...- Sr.
JI aF.�x 531 CK .:310 SF.
�SWEACE
REQAED .
M S.r. 3..: OS -1..86 Sr
WA 51OHAA BY SLI—E NHEA
vO69 > -f291
0698.
VA9ATEE —AA BT —AA AREA
♦�h0. IM2
YAEABLE STORAOE BT ANEA
•113. 262
vAAANE STOIAA BT SUNF ACE AFEA
YTZ2 -1Mt
X699-
•Mh1 =160f
MT. -1W1
•115.-f_n
]!- 5
R'N -f.Of
W . N]•
W E PPOV9)m . 3.129 eF.
T . 2398
NgBOm - 3129 c 1.
• 118 . 23w
TILE PROLIOED .3125 C.F.
i 1+S .116.
OtL E PROVIDED - J.T29 C f.
1MXLENOM.S X80
MiLD.OM -1212
-J
MX WGIN -J]x 11
MXLwOM.2n%Yt
LENDM . s
51.110 SO wDAVATXN . 2
LWGM ..'
i - 11090 GCAVATON . 2'
T wM
. T 50 EYDAYTW
ENM
9T . T2I - . F EAYw
1
+ ;.}Ik�AA76R}II BTalg
RaoI.w1LC7ST�1 -. -
PMSKMS
1®
summa
NM BW.Nic
an.11 °�raln.ec_ col
B o a
51 - o pp
71 tr `Ya
- 1 19x' � r,
1
�4,p1 I i� }J1
PORYIY 1P M 0 K W51Y ,
0P 10 COxa—TON ON OTS 6•.65 AND TV-RARY SEOYENT TRY 1• TO K RMI M tD
��E. I ANTER UPW CLBNU— M MCY PaIOR TO CO6TBKTOII OT ]. LIOL
OiS. NOTIFY INSPE — OF —I,ERON B CLOSE C01fLE1HIN W LOT 1., MOIfT NSYECIf11l OF U
PPFOl cOIPLE"ON l CLME BASIN AFTER, YRNK F, Z
1EMPDRAPT SEDIMENT TRIP 10 TO BE INSTALLED
Pawn lw cLNSTPUCnw a, LOTS 10-n uPw
�OYK£ROl W 1NME LOSS, —.—FI W O
c—ETW a nose •FTw
f �
SS ABRIZA M
•N AT NE
pVEF510N plTw /CLEANWAIEP
CAY LOTS F•NCR TO OEGBRtlIO
tTA— ..T Ig rrABAZ>m 9RiDOTpT
� nwDR•RT
i WItEm`t TO RRM FY GIRIM
eAIItES 11Al, K — oN AM —
AllI11T!(]NAI EROSI(1M COxTROI E CI IRFS
• ALL TRAPS/BASNS MMST RE STABILIZED
I M.IEDIATELY AFTER NSTALLADON.
• FIELD AO.NST THE TEMPCR RY DIVERSION DITCHES
SLICK MAT FLOW ENTERS THE TRAPS AT TIE
ENDS OPPOSITE THE OUTLET TO THE MAI3MUM
EXTENT POSSIBLE.
• CON MESH BAFFLES SHALL ME USED ON ALL
TRAPS.
LEGEND.
Q U o
BouYOARr
= v J '-
�
=SU• P.P Raro oo-Aw fM
F
PWaP srzB.cxs
R9 s.s EABE4EV1
U
Q � Z u
B
rwa. s saEB..N a .,. R.4P �
i1 j UJ w
TBL AYNU 111-1 C •� ]
V = :J
z F Q O Of
I—
In J
2.J9.?Di3�„
W U 0,
A
IoM
N�1MIN

I
o A
Qeo
II ��ii /_j�/ j nom►- �T� -r-- "�l .v�� �J ,¢ -�-� -�
R-moblvirl
�'L',,�
A-A p�-is
i-E,57`Crc..r**t
SJ�
c T. v1 /
775
Cod >�
,0/77

D
Ll
tt
S1 TE
JO
CHESTNUT SANE
SA
VICINITY MAP
N TS
C
'3
00
/v r
(oil]
Vi V,
X
49 7
A-
fir
J1
",4 Or
\Y l 'ol 41'
Sol
A
6. C.
IN
a
Ni
V�p
-7,
D (o
07 2- -1
6V. rA 0
It-4119
Al '3
03.04.2013
o� -o CAyo CAyo
SUMMIT
:1-0i SERVICES,PC: SEAL
026153
% i,%i�o. C-3126
AZ
........... I NE
............
OF

PLACE TEMPORARY SILT - FENCING
AROUND ALL. LOW SIDES OF EACH LOT
THAT MAY RECEIVE UPSTREAM
RUNOFF. SEDIMENT LADEN
STORMWATER RUNOFF SHALL NOT
IMPACT ADJA4CENT LOTS OR NATURAL
FEATURES.
DOUBLE ROW OF
SILT FENCING W/
5' SEPARATION (TYP)
� �� _ ,� f / i � PLACE TEMPORARY STOCKPILE
'1'9ROL'L l0 4� t4 LOCATIONS WHERE MATERIAL CAN BE
° - - STABILIZED WITH SILT FENCING, SEEDING,
STRAW AND EASILY ACCESSIBLE.
_- ARCED -'l¢ 0— j47414 I/
JONATHAN P. KNIGHT
11831142
PARCEL ID 07 -147 -141
� / i _ � :' „r' / � / / 1 \
(j l % / � / o d4 �� j% r \� JAW/ER J. GUERRERO
P -SD 28 (FES) l�" �` �, ' r / , � l jr� i _ PARCEL3o8o��4� 142a PLACE TEMPORARY STABILIZED
JONA�'%' STONE CONSTRUCTION ENTRANCES
PARCEL ID 14 1 f °, j 40T 57 / 94 4 1 j I 1 WHERE THE PERMANENT CONCRETE
DRIVES WILL BE LOCATED.
\`111V
BASIN TO REMAIN INPLACE FOR LOT 44&46 BUT • fill a i TEMPORARY •.• 90 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 89 AND 90.
REMOVED PRIOR TO CONSTRUCTION ON LOT 45 V
NOTIFY NOTIFY INSPECTOR OF COMPLETION & CLOSE
HOME CONSTRUCTION ACTIVITIES. BASIN AFTER APPROVAL.
11ON & CLOSE BASIN AFTER
INSPECTOR OF COMPLE
WETLANDS TO BE UTILIZED AS A
STORMWATER WETLAND AREA.
•
PROPOSED INFILTRATION TRENCFI 4'xlOO' x4' DEEP iosl �:.
• -
.w
FROM FES TO LEVEL SPREADER-.-W-30
w
CLEARANCE FROM SURFACE WA7ERS TO EDGE OF Vp
THE LEVEL SPREADER MUST BE v °
���— �1V �„ ; • • •
mw�
y t
r
- � �`•,�{� ,,f r ___ —. � -� ' . .. \� � ,, .�., map`
_._..� \�.�.�'�_.,:.��.. ._��.,. .. : �_....aSt`'..i��..I�ljll�..> ._. __�.. -- _ .a�..>•..� -. ...-- .._b�;��'��..1��. �. �;;.�,e°/..►c.11` A\,��.
PROPOSED INFILTRATION TRENCH - FES
P -SD 28
SCALE 1:50
50 0 50
CLEARANCE FROM SURFACE WATERS TO EDGE OF
THE LEVEEEL SPREADER BE MAINTAINED.
�. �I� `. .r ��,tia—re��us.}�p - Nr_ct.' �;:� \\ '�- •-"`. .v'" ,Ja y�iCl�Vd�. ,• ..�'• '?n '.P£; �. it i• .1 , :N �i
_. �., ��._-, ----- � ►.:.`. � �'x` �i,�,aiil6'��- �J�'�TM '� ': '. l ,i. ',.. •e�� �}:,'�°5 � '...\ t /.: . r E ■ ■pI�,1' = -., ��
0��� ,c .- e:. i �.�11'S ..♦ _. \��- •� +�:i.��A_. �,..����.��_ _ �il►__� .. �..>e� .cL�._..:- ._.,..- ...wJl �:.:,3��.- �1�� .. ��ArR ���,n,cs'. ��� /.:r � .:.. .. 71��1���1
BASIN TO REMAIN INPLACE • • ENTIRE
CONSTRUCTION ACTIVITY TIMESPAN. NOTIFY
INSPECTOR OF • • N & CLOSE BASIN
....•
AC
4c
r--
PROPOSED LEVEL,
SPREADER.
LOCATED A
MINIMUM OF 30'
FROM SURFACE
WATERS.
PROPOSED
INFILTRATION
TRENCH
4'x1 00'x4' DEEP \,
L P -SD 13 (FES)
PROPOSED LEVEL SPREADER.
LOCATED A MINIMUM; OF 30'
FROM SURFACE WATERS.
CONSTRUCTION SEQUENCING FOR LOTS WITH
SEDIMENT TRAPS /BASINS FOR PHASE 2 USE.
1. INSTALL BASIN & MAINTAIN STABILIZATION AT ALL
TIMES.
2. MAINTAIN /INSTALL DIVERSION DITCH /CLEAN WATER
DIVERSION
3. CONSTRUCT UPSTREAM LOTS PRIOR TO BEGINNING
CONSTRUCTION ON BASIN LOT.
4. MAINTAIN ALL EROSION CONTROL MEASURES.
5. STABILIZE ALL UPSTREAM CONTRIBUTING AREAS.
6. NOTIFY INSPECPECTOR & REQUEST INSPECTION.
7. AFTER INSPECTION APPROVAL, CLOSE BASIN.
AND BEGIN HOME CONSTRUCTION FOR BASIN LOT.
ADDITIONAL EROSION CONTROL MEASURES
• ALL TRAPS /BASINS MUST BE STABILIZED IMMEDIATELY
AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSION DITCHES
SUCH THAT FLOW ENTERS THE TRAPS AT THE ENDS
OPPOSITE THE OUTLET TO THE MAXIMUM EXTENT
POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ON ALL TRAPS.
TEMPORARY SEDIMENT TRAP 70 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 70 -73. UPON
COMPLETION ON THOSE LOTS, NOTIFY INSPECTOR
OF COMPLETION & CLOSE BASIN AFTER APPROVAL.
ADDITIONAL EROSION CONTROL _MEASURES
• ALL TRAPS /BASINS MUST BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSIOI` DITCHES
SUCH THAT FLOW ENTERS THE TRAPS A1THE
ENDS OPPOSITE THE OUTLET TO THE MA;MUM
EXTENT POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ONALL
TRAPS.
I
&y; y. e
�y':.
REVISIONS
A °
_ 7190
t
LEGEND:
BOUNDARY
FEMA MAP FLOOD PLAIN LINE
PROP. SETBACKS
PRO. S. S. EASEMENT
PROP. SDE
PROP. 5' SIDEWALK & HC RAMP
PROP. ASPHAL T PA VEMENT
PROP. OPEN SPACE
N86 °37'40•W
557.50
,YIIII/,02.19.2073
CA Ro
� JMMIT
n 'LAND RVICES,PC Z = _
z s
i No: E -3126 -
JG[JIIII ® ® / /111111 ►0�
-
PROPOSED
INFILTRATION
TRENCH
-�,
�i
11�
=11�.
PROPOSED INFILTRATION TRENCH - FES
P -SD 28
SCALE 1:50
50 0 50
CLEARANCE FROM SURFACE WATERS TO EDGE OF
THE LEVEEEL SPREADER BE MAINTAINED.
�. �I� `. .r ��,tia—re��us.}�p - Nr_ct.' �;:� \\ '�- •-"`. .v'" ,Ja y�iCl�Vd�. ,• ..�'• '?n '.P£; �. it i• .1 , :N �i
_. �., ��._-, ----- � ►.:.`. � �'x` �i,�,aiil6'��- �J�'�TM '� ': '. l ,i. ',.. •e�� �}:,'�°5 � '...\ t /.: . r E ■ ■pI�,1' = -., ��
0��� ,c .- e:. i �.�11'S ..♦ _. \��- •� +�:i.��A_. �,..����.��_ _ �il►__� .. �..>e� .cL�._..:- ._.,..- ...wJl �:.:,3��.- �1�� .. ��ArR ���,n,cs'. ��� /.:r � .:.. .. 71��1���1
BASIN TO REMAIN INPLACE • • ENTIRE
CONSTRUCTION ACTIVITY TIMESPAN. NOTIFY
INSPECTOR OF • • N & CLOSE BASIN
....•
AC
4c
r--
PROPOSED LEVEL,
SPREADER.
LOCATED A
MINIMUM OF 30'
FROM SURFACE
WATERS.
PROPOSED
INFILTRATION
TRENCH
4'x1 00'x4' DEEP \,
L P -SD 13 (FES)
PROPOSED LEVEL SPREADER.
LOCATED A MINIMUM; OF 30'
FROM SURFACE WATERS.
CONSTRUCTION SEQUENCING FOR LOTS WITH
SEDIMENT TRAPS /BASINS FOR PHASE 2 USE.
1. INSTALL BASIN & MAINTAIN STABILIZATION AT ALL
TIMES.
2. MAINTAIN /INSTALL DIVERSION DITCH /CLEAN WATER
DIVERSION
3. CONSTRUCT UPSTREAM LOTS PRIOR TO BEGINNING
CONSTRUCTION ON BASIN LOT.
4. MAINTAIN ALL EROSION CONTROL MEASURES.
5. STABILIZE ALL UPSTREAM CONTRIBUTING AREAS.
6. NOTIFY INSPECPECTOR & REQUEST INSPECTION.
7. AFTER INSPECTION APPROVAL, CLOSE BASIN.
AND BEGIN HOME CONSTRUCTION FOR BASIN LOT.
ADDITIONAL EROSION CONTROL MEASURES
• ALL TRAPS /BASINS MUST BE STABILIZED IMMEDIATELY
AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSION DITCHES
SUCH THAT FLOW ENTERS THE TRAPS AT THE ENDS
OPPOSITE THE OUTLET TO THE MAXIMUM EXTENT
POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ON ALL TRAPS.
TEMPORARY SEDIMENT TRAP 70 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 70 -73. UPON
COMPLETION ON THOSE LOTS, NOTIFY INSPECTOR
OF COMPLETION & CLOSE BASIN AFTER APPROVAL.
ADDITIONAL EROSION CONTROL _MEASURES
• ALL TRAPS /BASINS MUST BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSIOI` DITCHES
SUCH THAT FLOW ENTERS THE TRAPS A1THE
ENDS OPPOSITE THE OUTLET TO THE MA;MUM
EXTENT POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ONALL
TRAPS.
I
&y; y. e
�y':.
REVISIONS
A °
_ 7190
t
LEGEND:
BOUNDARY
FEMA MAP FLOOD PLAIN LINE
PROP. SETBACKS
PRO. S. S. EASEMENT
PROP. SDE
PROP. 5' SIDEWALK & HC RAMP
PROP. ASPHAL T PA VEMENT
PROP. OPEN SPACE
N86 °37'40•W
557.50
,YIIII/,02.19.2073
CA Ro
� JMMIT
n 'LAND RVICES,PC Z = _
z s
i No: E -3126 -
JG[JIIII ® ® / /111111 ►0�