20050458 Ver 1_Complete File_20050516

0F W ATF9 Michael F. Easley, Governor
?
Q

om William G. Ross Jr., Secretary
t
- North Carolina Department of Environment and Natural Resources

p -? Alan W. Klimek, P.E. Director
Division of Water Quality
July 14, 2006
DWQ EXP No. 05-0458
Mecklenburg County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Killian Simioni, LLC
Attn: Mr. Randol Tilghman
1910 South Boulevard, Suite 200
Charlotte, NC 28203
Subject Property: The Conservancy (Park South Development, DWQ Project 04-0798)
EXPRESS REVIE{p PROGRAAI NOTIFICATION
Dear Mr. Tilghman:
On May 19, 2005, the Division of Water Quality (DWQ) approved your Storm Water Management Plan as required
for the Conservancy. Within the approval letter, there is a condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction on your property, you are required to notify this office in
writing by July 24, 2006. If you do not notify this office in writing and construction has started, you are in violation
of the Water Quality Certification Rules as required by 15A NCAC 21-1.0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Regulations for projects issued within the Express Review Program. Please call Lia Myott at [phone] if you
have any questions regarding this matter.
Sin ,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/lem
cc: Mr. Guy Peters, ESP Associates, PA, P.O. Box 7030, Charlotte, NC 28241
USACE, Asheville Regulatory Field Office
DWQ Mooresville Regional Office
File Copy
Central Files
Filename: 05458ConservancyS WMP(Mecklenburg)EXP+NOT
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncA,etlands
taR Carolina
tma!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Aim
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
May 19, 2005
Killian Simioni, LLC
Attn: Mr. Randol Tilghman
1910 South Boulevard, Suite 200
Charlotte, NC 28203
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # EXP 05-0458
Mecklenburg County
Subject Property: The Conservancy
[Park South Development, DWQ Project 04-07981
APPROVAL OF STORM WATER MANAGEMENT PLAN
Dear Mr. Tilghman:
The Division of Water Quality (DWQ) has reviewed the Stonn\ Water Management Plan prepared by your
engineer, Mr. Guy Peters, P.E., ESP Associates, PA. This Plansatisfies Condition 2 of the §401 Water
Quality Certification issued to the Park South Development Project (DWQ 04-0798).
The structural storm water practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without
written authorization from the Division of Water Quality. The storm water easements shall allow for the
ability to maintain the structures, perform corrective actions as described above and shall provide
protection of the structures from potential alternations by future property owners.
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please contact Cyndi Karoly at 919.9721 or Cynthia Van Der Wiele,
Ph.D. at 919.715.3473.
Sincerely,
Cyndi Bell Karoly, Program Manager
401 Oversite, Express Review Program
CBK/cvdw
cc: USACE Asheville Regulatory Field Office
DWQ Mooresville Regional Office
File Copy
Central Files
Guy Peters, ESP Assoc., PA, PO Box 7030, Charlotte, NC 28241
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One 7
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NOrthCarOhna
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nei us/ncwetlands naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
SENDING CONFIRMATION
DATE MAY-19-2005 THU 13:54
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : MAY-19 13:53
ELAPSED TIME : 00'23"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
WrIM
X .*AM
North Carolina Department of Environment and Natural Resources
0tvision of water Ouatily
'.llCtieel :. Faaky, C,?:v«nnv v6dwlr G. none. h...`wulaq
Afar. W. Klmuk, P.E.. -aaKU
EXPRESS PERAfTT REVIEW PROGRAM
Division of Water Quality
Department of Environnteutal and Natural Resources
Walandsl401 Unit
Street Address: ;l N Crabtrcc Huulcvard. SwW 2A
RalCip!1, NC 27604-27W
:1lailink Address: 1650 Mail Ccnt;r
Raleigh, NC 27(599-1650
Contact Information: Phone tt: 919-771-0203
P::x 0: 9 ['L I. Q-6893
Fax To: cuy Pctcts Fax #: [phone]
/r1n 14, 2m?
Subject: 'I lie Conscrvancy Date: b"I?cTi SQf}5'
Ntunber of pages including cover sheet: 1 2-
Notes or special imlructions:
The original will be cent in the mw]. 11 yua have yuralium ple.lse call Cynthia Van Lk.r W icla at 919.713 3173.
'c.JM.fIYob ?T^r. 4?kJ? >nUS^?ih81Ei0
zu?.C?n..ea..--A•a. s..: x.n..y. ir,m ?,r,n,. rn-+ V"tllCilr()llnl
^n:.: p.ary I;AS r F.?.r pla;i•..cu ?n h?rL r „iti? s• ,u,yM?,....,,.:4,.i, atrrra!!J
?n ??•Oroanrh'an'rnr:r:N-nnE,ebrrr-s."?anvdaatt+.u„y rnw.,F?vop.r
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
919-733-0203
919-733-6893
Fax To: Guy Peters
Subject: The Conservancy
Number of pages including cover sheet: 1 2
Notes or special instructions:
Fax #: [phone]
Ma LA- I I, Z00,5-
Date: 05-
The original will be sent in the mail. If you have questions please call Cynthia Van Der Wiele at 919-715-3473.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.st ite.ne.us/ncNNctlands AmavIlif
An Equal Opportunity/Affirmative Action Employer-50%a Recycled/10% Post Consumer Paper
Project No. D`VQ EXP 05-0458
Project Name: Conservancy
DA 1
SUBMITTED DESIGN:
elevations
Permanent Pool (ft) 663
Temporary Pool (ft) 663.75
areas
Permanent Pool SA (sq ft) 5430
Drainage Area (ac) 4.75
Impervious Area (ac) 1.93
Rational C 0.52
Size % 0.5
volumes
REQUIRED DESIGN:
0.75 ft. depth
5380 sq. ft.
ac
40.6 % impervious
check depth
ok
sand underdrain
Inlet Velocity 3 0 fps check veloci
Inlet Flow Depth 1.3 in
Depth to Ground Water 15 6 ft
Planting Soil Infiltration 2 0.52 in/hr ok
In-Situ Soil Infiltration 0 0.00 in/hr check

Project No. DWQ EXP 05-0458
Project Name: Conservancy
DA2&3
SUBMITTED DESIGN.
elevations
Permanent Pool (ft) 654
Temporary Pool (ft) 654.5
areas
Permanent Pool SA (sq ft) 4446
Drainage Area (ac) 4.34
Impervious Area (ac) 1.44
Rational C 0.47
Size % 0.5
REQUIRED DESIGN:
0.5 ft. depth
4443 sq. ft.
ac
33.2 % impervious
ok
ok
sand underdrain
volumes
Inlet Velocity 3 0 fps check veloci
Inlet Flow Depth 1.3 in
Depth to Ground Water 15 6 ft
Planting Soil Infiltration 2 0.52 in/hr ok
In-Situ Soil Infiltration 0 0.00 in/hr check
_ ESP Associates, P.A.
i enginecring - surcrcing • plunning
P.O. Box 7030
Charlotte, North Carolina 28241
[phone] - Phone
[phone] - Fax
www.espassociates.com
Date: 21-Apr-05
Company: NC Division of Water Quality
Attention: Ms. Cyndi Karoly
Address: 2321 Crabtree Boulevard
City/State/Zip: Raleigh, North Carolina 27604
LETTER OF TRANSMITTAL
ESP Project Name: THE CONSERVATORY
ESP Project Number: SC09.400
'---A Vj W7
...................................
.
APR 2 2UU5
tVETIAtDSMID QUALITY
:COPY TO:
(A) Addresseo
(B) ESP Main Project File
(C) PM's Project File
E .......................................................
We are Sending:
n Enclosed
as described below
Copies Dated Sheet Description
1 rev 18-Apr-05 ORIGINAL completed form - "Express Review Program Stormwater Management Application Form"
2 rev 18-Apr-05 COPIES completed form - "Express Review Program Stormwater Management Application Form"
1 rev 15-Apr-05 ORIGINAL Narrative description of storm water treatment/management
2 rev 15-Apr-05 COPIES Narrative description of storm water treatment/management
1 ea 18-Apr-05 ORIGINAL Bioretention area worksheet: Rain garden #1 and rain garden #2
2 ea 18-Apr-05 COPIES Bioretention area worksheet: Rain garden #1 and rain garden #2
1 ea 16-Mar-05 ORIGINAL Rain garden hydrologic and hydraulic calculations: Rain garden #1 and #2
2 ea 16-Mar-05 COPIES Rain garden hydrologic and hydraulic calculations: Rain garden #1 and #2
1 ea 16-Mar-05 ORIGINAL Drainage Area ma ; Plan sheets 2, 4, 16, 16A and L-1
2 ea 16-Mar-05 COPIES Drainage Area ma ; Plan sheets 2, 4, 16, 16A, and L-1
These are Being Sent:
0 For Your Approval
0 For Your Use
0 For Your Review and Comment
For Your Signature
For Bids Due
Approved as Noted F-1 Corrected and Returned
Approved as Submitted Q As Requested
Approved as Changed 0
Returned for Corrections
Returned After Loan to Us
By: El Courier
EMARKS: Ms. Karoly,
R
F -7-
0 UPS / Federal Express
0 Mail Other
The following re-submittal of a Storm Water Management Plan for The Conservatory is made in order to comply with Condition #2 as directed in DWQ# 04-
0798, APPROVAL of 401 Water Quality Certification with Additional Conditions, and in accordance with your letter of acceptance into the Express Review
Program. We want to be certain you have everything needed for review, so please contact me immediately if you need any additional information.Your help in
this process is much appreciated.
Guy P. Peters, PE
704 409 2950 [e-mail]
......................
:.IMPORTANT . NOTE . TO RECIPIENT .
SIGNED COPY to ESP, to tho sent
THANK YOU.
• .................................
No ? 1 iii???111L der & Date (ESP Employee)
/
Guy P. P
11-11 & Date (Recipient)
od
,losures are not as noted, kindly notify us Immediately
OFFICE USE ONLY
Date Received Fee Paid Permit Number(s)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality 401/ Wetlands Unit
EXPRESS REVIEW PROGRAM STORMWATER MANAGEMENT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION

1. Applicant's name (specify the name of the corporation, individual, etc. who owns the projCA APR 2 2 2005
1'? n
3. Owner hl?a?aa??
Mailing Address for person listed in item 2 above:
Mail l
City: L'.G adD?fe, State: Mr-I Zip:29"Z03
?'?I?I?1?YL.11?+1??1?td ?i It iDSgt,?? ?EfLC11JALlTY
i ClU,Nttr? BRANCH
2. Owner/Signing Official's name and title (person legally responsible for facility and compliance):
??4eaq!A, LdHd ?l?l/? LoO?ut.+?.?'
Phone Number: ( 10?k )!j? - y ND Fax Number: (70t[ Email Address:
4. Project Name (subdivision, facility,-or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
h r,_s014i?n D1-,Ve,
City: Oldd4lhz Me County:_MezJrJ,,Jo rq
6. Directions to project (from nearest major intersection): 16 Vk1 R I
L1 el `j - b6,_yWI ??lGi rlG RLl ? 0.Z. atilo b i_? lx PCcrIL S?,,t.f f, 17r c1AA Sutr'I4i dz- F_J
7. Latitude:-39,5 N1 Longitude: ??• ?1 J/ of project
8. Contact person who can answer questions about the project:
Name: (11311% 1 10, P-4'r, Telephone Number: ( ) 9 '3i?Tp
Fax Number : ']04 )?P 403, `H512 Email Address : t4nz?-,,fz;
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
9/2004 Version 1.0 Page 1 of 4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number 004- 04---D-79 _ and its issue date (if known). ZLJ_UNC?_2,0C)4
3. Specify the type of project (check one):
Low Density High Density Redevelopment _Y General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major -Sedimentation/ Erosion Control _4041401 Permit NPDES Stormwater -Other
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
1wQ_[r2ia {a-r4eis-(bra--rGf??t?fln rpOre, ? V-dz^.1V 1 SUvu r i y oreu_f,? l aA
3. Total Project Area: I I .2?_ acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have?3
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name I i rr T r ?rtlk
Receiving Stream Class
Drainage Area ara? q, 65 oerG
Existing Impervious Area , to t't' '4" L - t(, I{ khell
Proposed Impervious*Area j 4MA 501 I I S e
% Impervious* Area (total) C/11 43' M o
Impervious* Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings Q
On-site Streets
On-site Parking
0 1 a_
lq?tqfir
On-site Sidewalks ?3 H a_rl d
Other on-site
Off-site
Total: Total: (, is 8
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
9/2004 Version 1.0 Pa-e 2 of 4
2. Stormwater runoff from this project drains to the C 01'C' L1112 River basin.
Basin Information Drainage Area 3
Receiving Stream Name UT Little Sug ar Creek
Receiving Stream Class
Drainage Area 1.66 acres
Existing Im ervious* Area 0.0361 acres
Pro osed Im ervious* Area 0.2818 acres
% Im ervious* Area total 16.97 %
Im ervious* Surface Area Drainage Area 3
On-site Buildings 0.2341 acres
On-site Streets 0 acres
On-site Parkin 0.0344 acres
On-site Sidewalks 0.0132 acres
Other on-site --
Off-site --
Total: 0.2818 acres
How was the off-site impervious area listed above derived??,{(? _,A (,???( rrrs?se? /IetQ?2rJlJrS,S
L 1. u 1 1.1 . 1 A 1 ,_ 1. /_i[ .L In A?? A n 1 e Ell
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state riparian buffer authorization or General
Certification munbers as issued by the Division of JYater Quality. These
covenants may not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a modified water quality certification prior to construction.
5. All permitted nmofffrom outparcels or future development shall be directed into the permitted stornnvater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable stormwater management supplement form(s) listed below must be submitted for each BMP specified
for this project. The forms are located on the 401/wetlands unit website.
Bioretention Worksheet
Dry Detention Workshcet
Level Spreader Worksheet
Grassed Swale Worksheet
Extended Detention Wetland / Pocket Wetland Worksheet
Wet Detention Worksheet
9/2004 Version 1.0 Page 3 of 4
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. The complete application package should be
submitted to the DWQ Central Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and two copies of the Express Review Stornwater Management Application
• Signed and notarized Operation and Maintenance Agreement
• Three copies of the applicable Supplement Form(s) for each BMP
• Application processing fee (payable to NCDENR)
• Detailed narrative description of stonnwater treatment/management
• Three copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stonnwater control measures
- Wetlands and streams delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): ?SP Av a-ain te' S
Mailing Address: PO t pX-Z 0
City: awl-, o?'t State: -N Zip:_?V?
Phone: (20N ) S?'??a 9
VIII. APPLICANT'S CERTIFICATION
Fax: ( ID4 ) M IN5,0
I, (print or type name of person listed in General Information, item 2) RQh " Lcj" ah ,
certify that the information included on this application form is, to the best of my knowWdge, correct and that the project
will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants
will be recorded, and that the proposed project coiupplies with the requirements of 15A NCAC 2H .1000
Signature: e: tV Y Date: 3 •D
9/2004 Version 1.0 Page 4 of 4
DWQ Project
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
i. PROJECT INFORMATION (please complete the following information):
Project Name : I AU C r, { ,
Contact Person: &I(Atj P. r `' Phone Number: ('704 ) 4al ??50
For projects with multiple b sins, specify which basin this worksheet applies to: DrAir c5 . a f
Permanent Pool Elevation k;5.00 ft. (elevation of the orifice invert out)
Temporary Pool Elevation b (-7 IS ft. (elevation of the outlet structure invert in)

Bioretention Surface Area i?'tW sq. ft.
Drainage Area 4:75 ac. (on-site and off-site drainage to the basin)
Impervious Area I,9tz?3 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0,57
Size % j % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity fps> ( ?vG( Sp2cor??s ??avidc?(
Inlet flow depth in
Depth to Ground Water J5+ ft.
Planting Soil Infiltration Rate 2 in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate NIA in./hr. (the soil layer below 4 feet or below the sand bed)
ur?<r?l rAi?? Sysf,?,- rrvvided
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
/ The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
1114 P Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided,
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
thrc.ue,-- DWQ # 0't -0'7g6 / 21 Juu? ZOb?
APPR.OJA-L. of 401 `i4a+Lr GZuat;Py
DWQ Project
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : "Flit,
'
Contact Person: t r - Phone Number: Moo ) 400 y'2)
For projects with multiple basins, specify which basin this worksheet applies to: or *2 o ?'A Lira 1"?p ,e.ores. *3 ecay nu?
Permanent Pool Elevation 654.00 ft.
Temporary Pool Elevation (44.50 ft.
Bioretention Surface Area 444b sq. ft.
Drainage Area Lf.N ac.
Impervious Area I .LP4 ac.
Rational C Coefficient (2.41
Size % q %
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(either 5% in w/sand under drain or 7% in w/o
Inlet Velocity fps
Inlet flow depth in
Depth to Ground Water IS f- ft.
Planting Soil Infiltration Rate Z in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate Ll/A- in./hr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
/ Minimum of 6" ponding is provided.
11. The ponded area will draw down in less than 4 days.
l; Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr. L'A'1Lrdr'.i1 sy-tC-
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Ma
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the respon
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
Prdv ded
nagement
sible party is provided.
(Ze?erwuc VV IQ -'r0lµ -07%3, 2 2VO+
AVPU%A- - c( 401 Wafu Qualify l t?fic?.fio?1 w/ Aeldii-L'n? a( C tXt='dtis
Project: The Conservatory Attachment to Storm Water
Location: Charlotte, North Carolina Management Plan Submittal
16 March 2005
rev 15 April 2005
NARRATIVE DESCRIPTION OF STORM WATER
TREATMENT/MANAGEMENT
In accordance with the requirements of DWQ's "Approval of Water Quality
Certification with Additional Conditions" (June 21, 2004, DWQ# 04-0798), ESP
Associates, P.A. (ESP) has prepared the following storm water management plan for The
Conservatory, a single family subdivision of 30 lots on 11.25 acres. Total proposed
impervious area on the site is 3.37 acres - 30% of the total site area.
Stormwater runoff leaves the site on the west side, and is gathered into an existing
urban pipe and ditch system, which comprises an unnamed tributary to Little Sugar
Creek. The site is divided into three drainage area/outfalls described below:
Drainage Area 1 - 4.75 acres, 1.95 acres impervious
This is the most intensely developed area on the site at 41% impervious, and its runoff is
directed to a proposed bioretention area (rain garden #1). The rain garden has a surface
area of 3,901 square feet, and is located in an amenity area in the site interior. Enclosed
plans illustrate the location and the proposed landscaping. Because this site is located in
the Piedmont region of North Carolina, the rain garden is designed with an underdrain
system to convey runoff to the receiving system. The fact that the soil survey indicates a
Cecil Urban Land mix - a highly variable soil in terms of composition and permeability -
an underdrain system is a prudent choice.
The source of runoff directed to the rain garden is made up of on-site developed single-
family lots, as well as a landscaped area interior to Conservatory Lane. No off-site runoff
is directed into this area.
Drainage Area 2 - 2.68 acres, 1.16 acres impervious, and
Drainage Area 3 -1.66 acres, 0.28 acres impervious
Runoff from these areas is combined and directed to a proposed bioretention area (rain
garden #2). The composite impervious area is just over 33%. Drainage Area 2 and
Drainage Area 3 are comprised of only on-site runoff sources. Off-site runoff flowing
toward the site is collected in a pipe system and bypassed to the existing system
downstream of the project site.
Operation and Maintenance Agreement
We were unable to locate a model Operation and Maintenance Agreement specific to
rain gardens. The Agreement presented is adapted from existing model agreements for
other BMPs and from rain garden maintenance recommendations discovered in our
research.
Pn Par, d I I, PV A h P.il, I'ir?onrJ hq
AdOan ?irnmuru, 11.?? Po>I (?!!in' 17m ?4ii) l;uq P. Prfn. PE
?harlrlfr. .:or IlilnoLne 25_al CAP Prr?nfI nh 09 4010
BIO-RETENTION AREA (RAIN GARDEN)
OPERATION AND MAINTENANCE AGREEMENT
Project Name: The Conservatory (aka Park South)
Location: Park South Drive at Sulkirk Road, Charlotte, NC
Inspect, repair, and maintain the bio-retention area in accordance with the following schedule, per
NDENR Storm Water Best Manageutent Practices Manual, April 1999.
Description Method Frequency Time of Year
Soil
Inspect and repair erosion Visual Monthly Monthly
Organic mulch layer
Re-mulch an void areas B hand Whenever needed Whenever needed
Remove previous mulch
Once every two to three
layer before applying new By hand Spring

layer years
Any additional mulch By hand Once yearly Spring
added
Plants
Remove and replace all
dead and diseased
See planting specifications
Twice yearly 15 March to 30 April, and 1
vegetation considered October to 30 November
beyond treatment
Treat all diseased trees and Varies depending upon
shrubs Mechanically or by hand N/A level of insect or disease
infestation
Watering plant material
shall take place at the end
of each day for fourteen By hand Immediately upon N/A
consecutive days after completion of construction
planting has been
completed
Replacement of support By hand Once yearly Only remove stakes in the
stakes spring
Replace any deficient By hand Whenever needed Whenever needed
stakes or wires
• If the Division of Water Quality determines that the bio-retention area is failing, the bio-retention area
will immediately be repaired to original design specifications. If the system cannot be repaired to
perform its design function, other storm water control device(s) as allowed by NCAC 21-1.1000 must
be designed, approved, and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of
the maintenance procedures listed above. I agree to notify NCDENR/DWQ of any problems
with the system or prior to any changes to the system or change of responsible party.
Print Name and Title ff1Np0,4 M6///J0,4,V LAIV0 PE?M4e-
Address: /VP 50NIJHZW, SI?ZI`E lOp CH,9,eJ0Y zVI
Phone: 7PY 338 301W,4oIT /63 fA>c 79 f/ 358 9779
Signature:
Note. The legally responsible parhj should not be a homeowners association unless more than 50% of
the lots have been sold and as resident of the subdivision has been named the president.
I, ?' CAR- t!)/y a Notary Public for the State of North Carolina, County of
t'LL do hereby certify that A01VDoL Ts46110'6PJ
personally appeared before me this Q 1 -5' s day of J??8Rtt R Y
ov'50 and acknowledge the due execution of the foregoing bio-retention area
maintenance requirements. Witness my hand and official seal,
c'&L ;, ;d' - OaJr?
My commission expires 6-1Q,? /a 0 '9 K
Project: SC09.400 Park South
Location: Charlotte, NC
Date: 10 February 2005
rev 15 April 2005
RAIN GARDEN HYDROLOGIC AND HYDRAULIC
DESIGN CALCULATIONS
1. !!!WATERSHED SIZE AND CHARACTERISTICS
Drainage area NUMBER ONE
-- see attached drainage area map --
DRAINAGE AREA (by ACAD computation) = 4.74 acres
DRAINAGE AREA (by ACAD computation) = 0.00740625 mil
Runoff Curve Numbers
-- see copied portion of sheet 7, Mecklenburg Soil Survey --
DEVELOPED
Hydrologic soil
rou * area (ac) use CN remarks
B 1.66 residential, lots btwn 80 Table 3-11
f
C 3.09 1/8 and 1/4 ac. 87 re
.
composite CN 85

* Soil types represented, per Mecklenburg County Soil Survey, Sheet 7, are
EnD and HeB from hydr. soil group C, and CuB from hydr. soil group B.
time of concentration, tc - DEVELOPED
-- see attached drainage area map --
incremental tc
flow type length (ft) pH (ft) remarks
minutes
overland 58 3.5 5.78 eqn 3.21
shallow 231 10.5 0.89 eqn 3.24
concentrated
channelized - pipe travel time - see
272 5.25 0.54 attached FlowMaster
pipe flow talcs
TOTAL 561 19.25 7.21
NOTE: Table and equation numbers refer to the Char/MeCK Storm water uesign manual
ESP Associates, P.A.
Prepared for Post Office Box 7030 Prepared by
Simonini Builders Charlotte, NC 28241 Guy P. Peters, PE
Project: SC09.400 Park South
Location: Charlotte, NC
Date: 10 February 2005
rev 15 April 2005
2. RUNOFF VOLUME TO RAIN GARDEN
Design Runoff Runoff volume
precipitation (inches) acre-inches cubic feet
1.00 0.1636 0.7756 2815
3. SIZING OF RAIN GARDEN
(ref Figure 12, p39, NC BMP Manual, April 1999)
AREA (ft2) Rational
Development (see attached Method C C x AREA
impervious area
summary spreasdsheet)
Value
Pavement 84802 0.90 76322
Grass 122748 0.25 30687
TOTALS 107009
Bioretention Area size w/ sand bed - (5% SUM OF C x AREA)
= 0.05 x (SUM C x AREA) = 5350 FT2
4. BIO-RETENTION DEPTH AND SOIL TYPE
Existing soils Proposed Proposed bio- Proposed fill soil
Type vegetation retention Type hydraulic conductivity,
(description) cover depth (ft) (description) in hr
CuB (red clay, Shrubs and
moderate Loamy Sand
permeability) trees
h
d
S
l 4 70-85% Sand 2
e
.
ee
mu
c
HeB (sandy landscape 10-15% Clay
loam, slow plan. 0-30% Silt
,permeability)
Prepared for
Simonini Builders
ESPAssociates, P.A.
Post Office Box 7030
Charlotte, NC 19241
Prepared by
Guy P. Petters, PE
Project: SC09.400 Park South
Location: Charlotte, NC
S. UNDERDRAIN SYSTEM
Size pipes to carry 10x soil drawdown rate.
Date: 10 February 2005
rev 15 April 2005
Pipe capacity Proposed pipes
required, Type Diameter (in) Number of Proposed
NxD(india) pipes N x D
smooth-
5.06 interior HDPE, 6 4 24
slotted
NOTE.- While one 6" pipe is sumclent trom a capacity stanopolnr, rour pipes
are proposed in order to allow for clogging and to adequately cover the
entire rain garden surface area. See plan sheet for clarification.
Gravel envelope
Pipe diameter Cover (in) Total gravel
in thickness in
6 2 8
6. BYPASS (OVERFLOW) SYSTEM
Structure Type Peak flow, Q10
cfs Weir depth in
Q10 (in) Weir crest
elevation (ft)
Slab type
catch basin,
C/M Std. 15.26 5.6 663.75
20.05A, 4 ft
openings all
sides
NOTE., While peak weir depth exceeds 2" (Dr. Hunt's max recommended
depth above temporary pond), the subject hydrograph indicates 2"is
exceeded only for approx. 30 minutes in the 10-year event. This brief time
interval in a relatively rare event does not justify design of a structure of the
size required to limit peak depth to 2':
ESP Associates, P.A.
Prepared for Post Office Box 7030 Prepared by
Simonini Builders Charlotte, NC 28241 Guy P. Peters, PE
Project: SC09.400 The Conservatory
Location: Charlotte, NC
Date: 15 April 2005
RAIN GARDEN HYDROLOGIC AND HYDRAULIC
DESIGN CALCULATIONS
1. WATERSHED SIZE AND CHARACTERISTICS
Drainage area NUMBER TWO AND THREE COMBINED
-- see attached drainage area map --
DRAINAGE AREA (by ACAD computation) = 4.3446 acres
DRAINAGE AREA (by ACAD computation) = 0.006772804035 mil
Runoff Curve Numbers
-- see copied portion of sheet 7, Mecklenburg Soil Survey --
DEVELOPED
Hydrologic soil
rou * area (ac) use CN remarks
B 1.52 residential, lots btwn 80
ble 3-11
f
T

2.82
1/8 and 1/4 ac.
87 re
.
a
composite CN 85

* Soil types represented, per Mecklenburg County Soil Survey, Sheet 7, are
EnD, MO and HeB from hydr. soil group C, and CuB from hydr. soil group B.
time of concentration, tc - DEVELOPED
-- see attached drainage area map --
incremental tc
flow type length (ft) AH (ft) remarks
minutes
overland 182 6.5 17.79 eqn 3.21
shallow 0 0 0.00 eqn 3.24
concentrated
channelized - open channel flow -

732
24
2. 1 see attached
pipe flow FlowMaster talcs
TOTAL 914 30.5 19.80
NOTE.• Table and equation numbers refer to the Char/Neck Storm Water Design Manual
Prepared for
Simonini Builders
ESPAssociates, P.A.
Post Office Box 7030
Charlotte, North Carolina 18791
Prepared by
Guy P. Peters, PE
Project: SC09.400 The Conservatory
Location: Charlotte, NC
2. RUNOFF VOLUME TO RAIN GARDEN
Design Runoff Runoff volume
precipitation (inches) acre-inches cubic feet
1.00 0.1635 0.7097 2576
3. SIZING OF RAIN GARDE!
(ref Figure 12, p39, NC BMP Manual, April 1999)
AREA (ft) Rational
Development (see attached Method C C x AREA
impervious area
summary spreasdsheet)
Value
Pavement 62799 0.90 56519
Grass 126016 0.25 31504
TOTALS 88023
Bioretention Area size w/ sand bed - (5% SUM OF C x AREA)
= 0.05 x (SUM C x AREA) = 4401 FT2
Date: 15 April 2005
4. BIO-RETENTION DEPTH AND SOIL TYPE
Existing soils Proposed Proposed bio- Proposed fill soil
Type vegetation retention Type hydraulic conductivity,
(description) cover depth (ft) (description) (in/hr)
CuB (red clay, Shrubs and
moderate Loamy Sand
permeability) trees
e
h
d S
l 4 70-85% Sand 2
e
e
mu
c
HeB (sandy landscape 10-15% Clay
loam, slow plan. 0-30% Silt
,permeability)
Prepared for
Simonini Builders
ESPAssociates, P.A.
Post Office Box 7030
Charlotte, North Carolina 16141
Prepared by
Guy P. Peters, PE
Project: SC09.400 The Conservatory
Location: Charlotte, NC
S. UNDERDRAIN SYSTEM
Size pipes to carry 10x soil drawdown rate.
Date: 15 April 2005
Pipe capacity Proposed pipes
required,
Type
Diameter (in) Number of Proposed
N x D (in dia) pipes N x D
smooth-
4.61 interior HDPE, 6 2 12
slotted
NOTE., While one 6" pipe is sufficient from a capacity standpoint, two pipes
are proposed in order to allow for clogging and to adequately cover the
entire rain garden surface area. See plan sheet for clarification.
Gravel envelope
Pipe diameter Cover (in) Total gravel
in thickness in
6 2 8
6. BYPASS (OVERFLOW) SYSTEM
Structure Type
Peak flow, Q10
cfs
Weir depth in
Qio (in)
Weir crest
elevation (ft)
Bypass is simply
overflow of the
impoundment area
along the west 18
33 1.4 654.5
edge where a .
uniform control
elevation of
654.50 is set.
ESP Associates, P.A.
Prepared for Post Office Box 7030 Prepared by
Simonini Builders Charlotte, North Carolina 28241 Guy P. Peters, PE
SENDING CONFIRMATION
DATE MAR-23-2005 WED 10:03
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 3/3
START TIME : MAR-23 10:01
ELAPSED TIME : 00'48"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
-j;wA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of water Quality A{i:ru¢I F. Easley, Gcvcrr'or William W. . KJbK E alay
Alai Kliinmek, RE., D raclor
EXPRESS PERMIT REVIEW PROGRJkNI
Division of Water Quality
Department of Environmental and Natural Resources
Wellands/401 Unit
Street Addrem 2321 Crabure Rinwlevard, S"te 250
RalciyJx, NC 2:(44-2:60
Meiling Address: 1.650 Mail Service Center
Ral::o, VC 27699-161,0
Cont. tlnforuialiuno Phone 0: 9197330103
Fax ft: 919-733-6893
Fax To: Guy Pctcrs Fax [phone]
Subject: I hr. Conservancy Date: Much 23, 2(H)5
Dumber of pages including cover sheet: 3
Notes or special instruction:
The engin.il will 1x sent in the maze. if you have queeuons please czll C ?rthia Van Der Wicle ea 919-7
•'S:wsrvw.'
..w ". ?. e...w, xo? rtT=unm. rc? N() li1CAYOlllla
M EaA: c,CO^PP Pr+uM P?hnt ry M?-Si1S Wow c, htl C- P4Y
W AT
F9pG
0?0? Michael F. Easley, Governor
?
?, William G Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-I
Alan W. Klimek, P.E. Director
Division of Water Quality
March 10, 2005
EXPRESS REVIEW ACCEPTANCE LETTER
Killian Simonini, LLC (aka Simonini Builders)
Attn: Mr. Randol Tilglunan
1910 South Boulevard, Suite 200
Charlotte, North Carolina 28203
Fax #: [phone]
Subject Property: The Conservatory (aka Park South)
Mecklenburg County
Dear Mr. Tilghman:
On March 4, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email request
from ESP Associates, PA regarding a project known as "The Conservatory" for acceptance into the Express
Review Program This letter advises you that your project will be accepted into the Express Review
Program once the following items are received: 1) a fee of $2,000.00 made payable to the North Carolina
Division of Water Quality, 2) three complete and collated copies of the Stormwater Management Plan and
3) three copies of all worksheets, calculations and Operations and Maintenance agreement. All worksheets
and a sample of an Operations and Maintenance agreement can be found on our website
(littp://112o.enr.state.nc.us/newetlands/download.htnl). Thank you for your attention to this matter.
Please keep in mind that the clock for this project will not start until receipt of the completed application
package and required fee are received. A copy of the timeline is enclosed for your reference.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi
Karoly at 919-733-9721 or Cynthia Van Der Wiele at 715-3473.
Sincerely, /?
?1
Alan W. Klimek, P.E., Director
AWK/dae
Attachments
cc: DWQ Raleigh Regional Office
File copy
Central Files
Guy Peters-ESP Associates, PA, PO Box 7030, Charlotte, NC 28241
Filename: The Conservatory
401 OversighUExpress Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetlancis
N?on?ehCarolina
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An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
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MA? OF SITS Li9eAri Dm - M?L"ub COUN-rY 301 Su??lEy
- S14E6r 7
M
`?y
NO. FAX NAME/NUMBER
13 917045834950
13 17043589978
ESP Associates, P.A.
1. engineering -.surveying - planning
P.O. Box 7030
Charlotte, North Carolina 28241
[phone] - Phone
[phone] - Fax
www.espassociates.com
START TIME TIME MODE PAGE
03-11 13:04 00'22" ECM 2/2
03-11 13:09 00'00" ECM 0/2
TOTAL TIME : 00:00'22"
TOTAL PAGES 2
RESULTS
OK
NO ANSWER
LETTER OF T MSMI'T'TAL
ESP Project Name: THE CONSERVATORY
ESP Project Number. SC09.400
f ron Date: 17-Mar-05 ? ?? 1 tJ?? ? .................... ......... .........

Company: NC Division of Water Quality COPY TO:
Attention: Ms. Cyndi Karoly (A) Addressee
i
P
Fil
Add 2321 C
d
bt
B
l NINI? i 0 2009 (B) ESP Ma
n
roject
e
ress: ra
ree
ou
evar (C) PM's Project File
City/State/Zip: Raleigh, North Carolina 27604
DENk - WAfri: QUALITY ...................................... ..................
We are Sending: 't +
nEnclosed as described below
Copies Dated Sheet Description
1 16-Mar-05 ORIGINAL completed form - "Express Review Program Stormwater Management Application Form"
2 16-Mar-05 COPIES completed form - "Express Review Program Stormwater Management Application Form"
1 16-Mar-05 ORIGINAL Narrative description of storm water treatment/management
2' °16 Mar-05 COPIES Narrative description of storm water treatment/management
1 16-Mar-05 ORIGINAL Bioretention area worksheet
2 16-Mar-05 COPIES Bioretention area worksheet
1 16-Mar-05 ORIGINAL Bioretention area operation and maintenance agreement
2 16-Mar-05 COPIES Bioretention area operation and maintenance agreement
1 16-Mar-05 ORIGINAL Rain garden hydrologic and hydraulic calculations
2 16-Mar-05 COPIES Rain garden hydrologic and hydraulic calculations
1 ea 16-Mar-05 ORIGINAL Drainage Area ma ; Plan sheets 2, 4, 16, and L-1
2 ea 16-Mar-05 COPIES Drainage Area ma ; Plan sheets 2 4, 16, and L-1
These are Being Sent:
0 For Your Approval
0 For Your Use
0 For Your Review and Comment
Q For Your Signature
For Bids Due
? Approved as Noted 0 Corrected and Returned
? Approved as Submitted As Requested
Approved as Changed Q
Returned for Corrections
Returned After Loan to us
By: 1:1 Courier
REMARKS: Ms. Karoly,
UPS / Federal Express
Mail Other
The following submittal of a Storm Water Management Plan for The Conservatory is made in order to comply with Condition #2 as directed in DWQ# 04-
0798, APPROVAL of 401 Water Quality Certification with Additional Conditions, and in accordance with your letter of acceptance into the Express Review
Program. We want to be certain you have everything needed for review, so please contact me immediately if you need any additional inform ation.Your help in
this process is much appreciated.
Guy P. Peters, PE
704 409 2950 [e-mail]
......................•..............•••...•.........
IMPORTANT NOTE TO RECIPIENT.- Please FAX A Sender & Date (ESP Employee)
:SIGNED COPY to ESP, to the sender's attention. : GuY P.
THANK YOU. Signed & Date (Recipient)
'If enclosures are not as noted, kindly notify us immediate
.....................................................
MULTI COMMUNICATION REPORT
DATE MAR-11-2005 FRI 13:10
NAME : DWQ-WETLANDS
TEL [phone]
REF. NAME
COMMUNICATION MODE: TX
NO. FAX NAME/NUMBER START TIME TIME MODE PAGE
13 917045834950 03-11 13:04 00'22" ECM 2/2
13 17043589978 03-11 13:09 00'00" ECM 0/2
TOTAL TIME 00:00' 22"
TOTAL PAGES : 2
RESULTS
OK
NO ANSWER
?OF W ATFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
b - -- ' - Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address:
Mailing Address:
Contact Information:
Fax To: Randol Tilghman
Guy Peters
Subject: The Conservatory
Number of pages including cover sheet: 2
Notes or special instructions:
Fax #: [phone]
704-583-4950
Date: 3/10/05
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us!nc\cctlands
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
1650 Mail Service Center
Raleigh, NC 27699-1650
Phone #: [phone]
Fax #: [phone]
One
?alurally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
?JJ
ESP Associates, P.A.
eulineerin • sur e) in % - planning
P.O. Box 7030
Charlotte, North Carolina 28241
[phone] - Phone
[phone] - Fax
www.espassociates.com
Date:
Company:
Attention:
Address:
City/State/Zip
1-Mar-05
NC Division of Water Quality
Ms. Debbie Edwards
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
...................................................
;COPY TO:
(A) Addresseo
(B) ESP Main Project File
(C) PM's Project Filo
:......................................................:
We are Sending:
0 Enclosed
?Samples
0 Literature
?Copy of Letter
?Change Order
?Computations
? Specifications
?Diskette / CD
0 Originals
0 Sepia(s)
0 Print(s)
? Set(s) of Plans
? Under separate cover
as described below
Copies Dated Sheet Description
1 1-Mar-05 Completed form - "Initial Interest... in the Express Review Program..."
1 1-Mar-05 ESP sheet 4 Site plan
1 1-Mar-05 Portion USGS Quad Ma Charlotte East showing site location and nearest named stream
1 1-Mar-05 Portion Mecklenburg Count Soil Survey Ma Sheet 7 showing site location

These are Being Sent:
? For Your Approval ? Approved as Noted
? For Your Use ? Approved as Submitted
? For Your Review and Comment ? Approved as Changed
? For Your Signature ? Returned for Corrections
? For Bids Due ? Returned After Loan to Us
? Corrected and Returned
? As Requested
0
By: ? Courier ? UPS / Federal Express ? Mail ?Other
REMARKS: Ms. Edwards,
The following submittal of "Initial Interest... in the Express Review Program" is made in order to comply with Condition #2 as directed in DWQ# 04-0798,
APPROVAL of 401 Water Quality Certification with Additional Conditions. Per your published Express Review Schedule, we anticipate your acceptance and
notification of decision in the next three working days. Your help in this process is much appreciated.
Guy P. Peters, PE
704 409 2950 [e-mail]
........... ... ....•
• IMPORTANT NOTE TO RECIPIENT. P/oaso FAX A ;
SIGNED COPY to ESP, to the sendoes attention.
....................................................• a
THANIC YOU.
1 ?
1 u LETTER 0. PS
PS TTAL
y
ESP Project Name: THE CONSERVATORY
ESP Project Number: SC09.400
Sender & Date (ESP Emplo
Signed & Date (Recipient)
'If enclosures are not as noted, kindly notify us immediately
05-0h58
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3
Applicant Name: Killian Simonini LLC (aka Simonini Builders) (Mr. Randol Tilghman)
Applicant Address: 1910 South Boulevard Suite 200
Charlotte North Carolina 28203
Applicant's phone number: 704 358 9940 Fax number: 704 358 9978
Applicant's email address: rtilg linum a slmonlnl.com
Consultant Name (if applicable): ESP Associates P.A
Consultant address (if applicable): Post Office Box 7030
Charlotte North Carolina 28241
Consultant's phone number: 704 583 4949 Fax number: 704 583 4950
Consultant's email address: gpeters n espassociates.com
Type of action requested under the Express Review Program (check all that apply):
? 401 Water Quality Certification
? Isolated Wetland Permit
? Riparian Buffer Approval
? Stormwater Management Plan
? Mitigation Plan
? Stream Origin Determination
# of Determinations Requested
? Intermittent/Perennial Determination
# of Determinations Requested
? stream ? wetland ? buffers (check all appropriate)
Name of Project: The Conservatory (aka Park South) County: Mecklenburg,
Total project acreage: 11.25 (acres) Total built out impervious area: 3.20 (acres)
Nearest named stream (from USGS topo map): Little Sugar Creek
Please provide a brief description of this project (attach site plan if available):
SITE PLAN ATTACHED
The project is a single family subdivision of 30 lots The lots ring; the site perimeter. Conservatory Lane, a circle
street provides access interior to Conservatory Lane is common open space containing a rain garden on its lower end
and a landscaped amenity area on its tipper end.
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
The project is located in Mecklenburg County the City of Charlotte at the intersection of Park South Drive and
Sulkirk Road approximately 1 mile south of SouthPark Mall approximately 3.1 miles east of US Interstate Highway
77, and 3.6 miles west of North Carolina Highway 16 (Providence Road)
Proposed impacts: 0.21
Acres of 404 wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
Square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. No
Has any DWQ staff visited the site? No , if yes, please provide DWQ staff name,
and date of visit:
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
404 permit - NWP 39 authorization received from USACE 26 July 2004
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of a Variance from the NC Environmental Management Commission? 40
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
Nn
This form must be submitted via email (c/o 401 express a,ncmail.net), faxed (919-733-6893) or hand-delivered to the
Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the
Express Review Program will be notified via email or fax within 2 days. Successful applicants will then be instructed
regarding detailed procedures for full application (Please Note: Submittals of the review packages on Friday after
12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2
W A r?Rp?
r
o ? -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 22, 20058
DWQ Project No. Exp. 05.03413
Mecklenburg County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Guy Peters
ESP Associates, PA
P.O. Box 7030
Charlotte, NC 28241
Subject Property: The Conservancy
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Peters:
On March 21, 2005, the Division of Water Quality (DWQ) received your Express Review Program Stormwater
Management Application dated March 18, 2005. The DWQ has deterrn.ined that your application was incomplete
and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetland, streams and/or buffers on the subject property. Please provide
the following information so that we may continue to review your project.
Additional Information:
1. Stormwater Management must be provided for the entire property. You have indicated that the drainage will be
divided into three sub-basins. Please provide stormwater management facilities for drainage areas 2 and 3.
2. Please re-draft the Operation and Maintenance Agreement to include maintenance of all stormwater management
facilities on the site.
3. The bio-retention proposed for sub-basin 1 has several design deficiencies. These include:
a. Lack of the required minimum variety of shrub material (see page 53 of the 1999 BMP Manual).
b. Depth of the bio-retention facility is above 0.5 feet.
c. The permanent pool surface area is undersized.
Please respond within three days of the date of this letter by sending this information to me via e-mail or
fax and three follow-up copies (forms and plan sheets) via mail service. The Express Review Program is
a process that requires all parties to participate in a timely manner.
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/
x ESP Associates, P.11.
emincering • .survey ing • planning
Q
P.O. Box 7030 MAR 2 1 2005
Charlotte, North Carolina 28241
[phone] - Phone DENR - WATER QUALITY
[phone] - Fax WETLANDS AND STORMWATER BRANCH
www.espassociates.com
Date:
Company:
Attention:
Address:
City/State/Zip:
18-Mar-05
NC Division of Water Quality
Ms. Cynthia Van Der Wiele
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
LETTER OF TRANSMITTAL
ESP Project Name: THE CONSERVATORY
ESP Project Number: SC09.400
....................................
(Jil ,?, :COPY TO:
( 1, (A) Addressee
I t LL _? Vr C? ; (B) ESP Main Project File
(C) PM's Project File
........................................... .............
We are Sending:
?Enclosed ?Change Order ? Originals
?Samples ?Computations ? Sepia(s)
?Literature ?Specifications ? Print(s)
?Copy of Letter ?Diskette / CD ? Set(s) of Plans
Sender & Date (ESP
Copies Dated Sheet Description
1 18-Mar-05 Express Review Fee - check from Kill ian/Simonini LLC, amt $2000
These are Being Sent:
0 For Your Approval ? Approved as Noted 0 Corrected and Returned
0 For Your Use ? Approved as Submitted 0 As Requested
0 For Your Review and Comment ? Approved as Changed 0 for review fee payment
? For Your Signature ? Returned for Corrections
? For Bids Due ? Returned After Loan to us
By: ? Courier
REMARKS: Ms. Van Der Wiele,
? UPS / Federal Express
Enclosed is the check for the Express Review for the Storm Water Manangement Plan for The Conservatory.
Guy P. Peters, PE
704 409 2950 [e-mail]
• .................................................... .
• IMPORTANT NOTE TO RECIPIENT. Please FAX A
SIGNED COPY to ESP, to the sender's attention.
THANK YOU.
.....................................................•
? Under separate cover
as described below
? Mail ?Other
cry P Peters PE
Signed & Date (Recipient) V
'If enclosures are not as noted, kindly notify us immediately
GS CA-S5
OFFICE USE ONLY
Date Received Fee Paid I'crmit Number(s)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality 401/ Wetlands Unit
EXPRESS REVIEW PROGRAM STORMWATER MANAGEMENT APPLICATION FORM
This form may be photocopied for use as an original
?? ?r3 w
1. GENERAL INFORMATION
MM 1 6 2105
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project)MI7. WAl'1=Pi QLALJIY
V,rTW403A14DOTMIYWERBRA,NCH
2. Owner/Signing Official's name and title (person legally responsible for facility and compliance):
?ahcla?b?a?,-L_a?d?G?G?p?t._?.?lh dna??r
3. Owner Mailing Address for person listed in item 2 above:
J91Oa00 te1, SUiFt 0
City:_bmo&& J State:_u('i zip:????7703
Plione Number: ( 10L? ??I ED Fax Number: (70Ct ) Fj- Email Address:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation- and maintenance) agreements, etc.):
?L,l LYLS_GNGI?lf1LI??lllt?tf'fd1
5. Location of Project (street address):
-00-?A(?G SOli1 ["V
County: (A`'G(G(ec
6. Directions to project (from nearest major intersection):
d bLLIOIV.? LALI"cL_LL ,tiule n_D?_a ?i(lc;.{??.d
7. Latitude:-357-1 9*5 N1 Longitude:--00. ?Aalld of project
8. Contact person who can answer questions about the project:
Name:-6 171 10LRbI,, Telephone Number:
Fax Number: -104 6gi3 LM!5(2 Email Address : (4 t?f ? s?0a4?0? ?1??? _ j?ryy?
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New --Renewal Modification
9/2004 Version 1.0 Page I of 4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list theme,
and its issue date (if known) ?_ '2L
existing permit number_VV[Q 1):-04- - t
3. Specify the type of project (check one):
Low Density High Density Redevelopment General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major -Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater -Other
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
L;r r.'t?clzscrt 7 UA od
1+1f l 1A J 111?__?_• 1 [__ b2 to _ 3.'1.0 ?sGres 01A (f t? i tvt?l tLsXi5__ [ZL" . /tu-la_aA
J ?
?l ? e Aa A a ??t,?t__ trrz,? ? ,n cJ_[e??? fia f??r! (.?t ??t?Z-s fz C, rue_i ?ir
2. Stormwater runoff from this project drains to the eahiV?b(I River basin.
3. Total Project Area: ( I .115- acres 4. Project Built Upon Area: %
5. How many drainage areas does the project have? 3
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area 1 - to rai,t -,-r ui Drainage Area 2
Receiving Stream Name U calms UT j n- 'rr
Receiving Stream Class
Drainage Area
L.
4.115
.
Existing Impervious* Area 1. (K1 c _ ?1 0. 02Sa , - fc, t^?. I i i
Proposed Impervious*Area Aj '
% Impervious* Area (total) 0, a CX; 1(7. c c
Impervious* Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings 0. 5100 (4 e? 0- C -
3-
On-site Streets
On-site Parking ?. 01)04
On-site Sidewalks
s
Other on-site _
Off-site .511%11 a .
Total: Total 6 -? e
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
9/2004 Version 1.0 Page 2 of 4
7. How was the off-site impervious area listed above derived?_.Arw-wele, "Qs(,?/'??tSw{,_/l?tQfJ ?CJ?s
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing connpliance with state riparian bi fer authorization or General
Certification nntmbers as issued by the Division of Water Quality. These
covenants may not be changed or deleted without the consent of the State.
2. No move than square feet of any lot shall be covered by structitres or iinpetvioits llnaterials.
Impetvioits materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not inchide wood
decking or the water surface of swinnning pools.
3. Swales shall not be filled in, pipes/ or altered except as nnecessany to provide drirex•ay crossings.
4. Built-span area in excess of the permitted annount requires a modified water quality certification prior to construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted storntwater control
system. These connections to the stornnvater control system shall bepeifornted in a manner that maintains the integrity
and petforniance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable stormwater management supplement form(s) listed below must be submitted for each BMP specified
for this project. The forms are located on the 401/wetlands unit website.
Bioretcntion Worksheet
Dry Detention Workshcct
Lcvcl Spreader Workshcct
Grassed Swale Workshcct
Extended Detention Wetland / Pocket Wetland Workshcct
Wet Detention Workshcct
9/2004 Version 1.0 Page 3 of 4
Basin Information Drainage Area 3
Receiving Stream Name UT Little Sug ar Creek
Receiving Stream Class
Drainage Area 2.08 acres
Existing Im ervious* Area 0.0361 acres
Proposed Im ervious* Area 0.3499 acres
% Im ervious* Area total 16.82 %
Im ervious* Surface Area Drainage Area 3
On-site Buildings 0.3023 acres
On-site Streets 0 acres
On-site Parking 0.0344 acres
On-site Sidewalks 0.0132 acres
Other on-site --
Off-site --
Total: 0.3499 acres
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. The complete application package should be
submitted to the DWQ Central Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item. Ini
• Original and two copies of the Express Review Stonmwater Management Application
• Signed and notarized Operation and Maintenance Agreement
• Three copies of the applicable Supplement Fonn(s) for each BMP
• Application processing fee (payable to NCDENR) _
• Detailed narrative description of stor nwater treatment/managemcnt _
• Three copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands and streams delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage casements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):_e , i Its
Mailing Address: n/ ?" -P% Oft!&,_S0?7030
City: _ W1aLipff` State: Ale.,
- -Zip:-ZQZ ?
Phone: ( '112?)??3 Fax:
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) _Ra" D-V-711 y ? mms
certify that the information included on this application form is, to the best of my know dge, correct and that the project
will be constructed in conformance with the approved plans, that the required decd restrictions and protective covenants
will be recorded, and that the proposed project coi plies with the requirements of 15A NCAC 2H .1000
:?
Signature: Date: J? '/? '
----
9/2004 Version 1.0 Page 4 ot'4
BIO-RETENTION AREA (RAIN GARDEN)
OPERATION AND MAINTENANCE AGREEMENT
Project Name: The Conservatory (aka Park South)
Location: Park South Drive at Sulkirk Road, Charlotte, NC
Inspect, repair, and maintain the bio-retention area in accordance with the following schedule, per
NDENR Storm 1V'atcr Best Management Practices Manual, April 1999.
Description Method Frequency Time of Year
Soil
Inspect and repair erosion Visual Monthly Monthly
Organic (n Ich) layer
Re-mulch anv void areas By hand Whenever needed Whenever needed
Remove previous mulch
Once every two to three
layer before applying new By hand Spring
laver years
Any additional mulch By hand Once yearly Spring
added
Plants
Remove and replace all
dead and diseased
See planting specifications
Twice yearly 15 March to 30 April, and 1
vegetation considered October to 30 November
bevond treatment
Treat all diseased trees and Varies depending upon
Mechanically or by hand N/A level of insect or disease
shrubs infestation
Watering plant material
shall take place at the end
of each day for fourteen By hand Immediately upon N/A
consecutive days after completion of construction
planting has been
completed
Replacement of support By hand Once yearly Only remove stakes in the
stakes spring
Replace any deficient By hand Whenever needed Whenever needed
stakes or wires
If the Division of Water Quality determines that the bio-retention area is failing, the bio-retention area
will immediately be repaired to original design specifications. If the system cannot be repaired to
perform its design function, other storm water control device(s) as allowed by NCAC 2H.1000 must
be designed, approved, and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of
the maintenance procedures listed above. I agree to notify NCDENR/DWQ of any problems
with the system or prior to any changes to the system or change of responsible party.
Print Name and Title f,I/VFO1- T.r 6J11P7, 4A-' LAND DEfi lt94e.
Address: 191D SDATf/SL(/O- 511II`E2DD Cff4)eJ0lTE VG .Z8.2P3
Phone: [phone]A? 19,4Nr 158- - - -- C,4X TDY-33$ 7726
Signatu
Note: Tke legally responsible party slzould not be a lionicowizers association unless more tluut 50% of
the lots have been sold and a resident of the subdivision has been named the president.
l 4R46y/y a Notary Public for the State of North Carolina, County of
certify that ?'19NDOL.
?DCLL do hereby ?7
personally appeared before me this os, I day of 5? lgaAR y
o 00 5? and acknowledge the due execution of the foregoing bio-retention area
maintenance requirements. Witness my hand and official seal,

SEAL Nly commission expires 6h?'? /a 0 0 K
Project: The Conservatory Attachment to Storm Water
Location: Charlotte, North Carolina Management Plan Submittal
16 March 2005
NARRATIVE DESCRIPTION OF STORM WATER
TREATMENT/MANAGEMENT
In accordance with the requirements of DWQ's "Approval of Water Quality
Certification with Additional Conditions" (June 21, 2004, DWQ# 04-0798), ESP
Associates, P.A. (ESP) has prepared the following storm water management plan for The
Conservatory, a single family subdivision of 30 lots on 11.25 acres. Total proposed
impervious area on the site is 3.37 acres - 30% of the total site area.
Stormwater runoff leaves the site on the west side, and is gathered into an existing
urban pipe and ditch system, which comprises an unnamed tributary to Little Sugar
Creek. The site is divided into three drainage area/outfalls described below:
Drainage Area 1 - 4.75 acres, 1.95 acres impervious
This is the most intensely developed area on the site at 41% impervious, and its runoff is
directed to a proposed bioretention area (rain garden). The rain garden has a surface
area of 3,901 square feet, and is located in an amenity area in the site interior. Enclosed
plans illustrate the location and the proposed landscaping. Because this site is located in
the Piedmont region of North Carolina, the rain garden is designed with an underdrain
system to convey runoff to the receiving system. The fact that the soil survey indicates a
Cecil Urban Land mix - a highly variable soil in terms of composition and permeability -
an underdrain system is a prudent choice.
The source of runoff directed to the rain garden is made up of on-site developed single-
family lots, as well as a landscaped area interior to Conservatory Lane. No off-site runoff
is directed into this area.
Drainage Area 2 - 6.36 acres, 1.08 acres impervious, and
Drainage Area 3 - 2.08 acres, 0.35 acres impervious
Each of these areas includes relatively low total impervious at just under 17%. Drainage
Area 2 is comprised of both on-site and off-site runoff sources. Drainage Area 3 is
completely on-site. In each area, runoff is collected in a pipe system and discharged to a
vegetated buffer area upstream of the receiving urban pipe and ditch system.
Operation and Maintenance Agreement
We were unable to locate a model Operation and Maintenance Agreement specific to
rain gardens. The Agreement presented is adapted from existing model agreements for
other BMPs and from rain garden maintenance recommendations discovered in our
research.
P, r a ,, ,1 to, F I P A , , , a,h " I .A. Pn -i , , " d N/
hil >nmamu, I I C [""t ovi,r Rm ,,_0>0 l;uq 1'. P, 1, rs, Pt:
Cha,lolh; ""orlh ( !,,w 'ti241 1-}P linjr, I .Vumhrr 5( 09.400
DWQ Project N
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : rh e
Contact Person: t Phone Number: (?04 )409-???0
For projects with multiple ba ins, specify which basin this worksheet applies to: D/ainaAci Area 1
(0(03. 61
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation b?l3.'1S ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 3901 sq. ft.
Drainage Area 417S ac. (on-site and off-site drainage to the basin)
Impervious Area 1.95 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient b.S2
Size % 5 % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity fps
Inlet flow depth in
Depth to Ground Water IS+ ft.
Planting Soil Infiltration Rate 2 in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate N /A in./hr. (the soil layer below 4 feet or below the sand bed)
und"rw"i Gyffsfv? prOV1,40J
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr. - w?rlK?tfAiN sy#t;" pr•VId"l
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
alr?G? _ 'DIJQ-w oq ZI :-tare W04
h s
A?FRo?at, o(- q01 watL? ?z ry ?? ;f«t a. W/ ?t? 4 1 L"
Project: SC09.400 Park South
Location: Charlotte, NC
Date: 10 February 2005
RAIN GARDEN HYDROLOGIC AND HYDRAULIC
DESIGN CALCULATIONS
Rain Garden Design per methodolgy published by NCSU Cooperative
Extension Service, Biological and Agricultural Engineering Department, Dr.
William F. Hunt, 2003
1. WATERSHED SIZE AND CHARACTERISTICS
Drainage area, A
-- see attached drainage area map --
DRAINAGE AREA (by ACAD computation) = 4.74 acres
DRAINAGE AREA (by ACAD computation) = 0.00740625 mil
Runoff Curve Numbers
-- see copied portion of sheet 7, Mecklenburg Soil Survey --
DEVELOPED
Hydrologic soil
group area (ac) use CN remarks
B 1.66 residential, lots btwn 80
3-11
f
T
bl
C 3.09 1/8 and 1/4 ac. 87 re
.
e
a
composite CN 85

* Soil types represented, per Mecklenburg County Soil Survey, Sheet 7, are
EnD and HeB from hydr. soil group C, and CuB from hydr. soil group B.
time of concentration, tc - DEVELOPED
-- see attached drainage area map --
incremental tc
flow type length (ft) OH (ft) remarks
minutes
overland 58 3.5 5.78 eqn 3.21
shallow
231 10.5 0.89 eqn 3.24
concentrated
channelized - pipe travel time - see

i
e flow 272 5.25 0.54 attached FlowMaster
p
p calcs
TOTAL 561 19.25 7.21
NOTE.• Table and equation numbers refer to the Char/Meek Storm Water Design Manual
ESP Associates, P.A.
Prepared for Post Office Box 7030 Prepared by
Simonini Builders Charlotte, NC 18191 Guy P. Peters, PE
Project: SC09.400 Park South Date: 10 February 2005
Location: Charlotte, NC
Project: SC09.400 Park South Date: 10 February 2005
Location: Charlotte, NC
2. RUNOFF VOLUME TO RAIN GARDEN
Design Runoff Runoff volume
precipitation (inches) acre-inches cubic feet
1.00 0.1636 0.7756 2815
3. SIZING OF RAIN GARDEN
Water depth Required Surface area
(inches) surface area available (ft')

9 3754 , 3901,
4. BIO-RETENTION DEPTH AND SOIL TYPE
Existing soils Proposed Proposed bio- Proposed fill soil
Type vegetation retention Type hydraulic conductivity,
(description) cover depth (ft) (description) in hr
CuB (red clay, Shrubs and
moderate Loamy Sand
permeability) trees
S
h
d
l 4 70-85% Sand 2
ee
e
.
mu
c
HeB (sandy landscape 10-15% Clay
loam, slow plan. 0-30% Silt
,per meabili
Drawdown Drawdown
Water time, time, Total
drawdown rate inundation to saturation to 2 drawdown
(cfs) saturation ft below time (hrs)
hrs surface hrs
0.2149 3.78 4.54 8.32
ESPAssociates, P.A.
Prepared for Post Office Box 7030 Prepared by
Simonini Builders Charlotte, NC 78191 Guy P. Peters, PE
Project No. DWQ EXP 05-0458
Project Name: Conservancy
Bio-retention 1
SUBMITTED DESIGN:
REQUIRED DESIGN:
elevations
Permanent Pool (ft) 657.83
Temporary Pool (ft) 663.75
5.92 ft. depth check depth
areas
Permanent Pool SA (sq ft) 3901
Drainage Area (ac) 4.75
Impervious Area (ac) 1.95
Rational C 0.52
Size % 0.5
volumes
5380 sq. ft. check surfac
ac
41.1 % impervious
sand underdrain
Inlet Velocity 3 0 fps check veloci
Inlet Flow Depth 1.3 in
Depth to Ground Water 15 - 6 ft
Planting Soil Infiltration 2 0.52 in/hr ok
In-Situ Soil Infiltration 0 0.00 in/hr check

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A'Y•673.31 I 55 ~ J•~/ TOTAL AREA COVERED BY THIS MAP. 11.245 ACRES I A. YFIANIY AND BN IF66418 ~ ~ \ e \7~R / a ~9q~ir \q?' / ~ \ \
~IIARY p; YeCPoTY N N•681.OS , F0180 "v C IUnERAIE H. ARMSTRONG I ~ 10181 iC 116 NV our•863.90 ~ ~ REBAR+ TA \ d~~ ~ pB 7978 Pc 886 +E 1L ARMSiRONC \ / \ \ /
• THE PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR ti 11 ?0 11 I , ~ ' \ F / MB 1t PG 89 RIGHTS-OF-WAY. I I 9~PG 89~ \ \ \ ~ \ / ~ / \ ~ ~ fouN~G r5 ~ / / \ m W
I - ~ \ \ X14 REBAR SET AT ALL q)RNERS UNLESS OTHERYWSE NOTED. I / ~ /
I \ / AREAS COMPUTED BY (~ORDINAIE METHOD. I \ JAN 4ESar AND VIFE \ \ ~ Q / C, ' MMC71~?1~A ~4r~ / oa e3os Pc sxs \
NO DEVELOPMENTAL STUMP HOLES REPORTED TO THIS FBiM I ~ , ~ / / / f ~ L6 11 PG 69 \
WITHIN THE LOTS wHlg1 MAKE UP THIS MAP. ~ . - ~ I I~ LEGEND \ / \ I ~ \ / \ ~H ~ \ / \ a
UNADJUSTED RA110 OF PREgSION: 1:37,687 . ~ ~ I 1 V \ VJ+•~~ OB =DEED BOOK \ \ / / / \ S! \ / ~ \
iH15 SURVEY WAS PERFORMED WITHOUT THE YARYANN YcDAA11Y j° ~•UTIUTY POLE PG .PACE \ BENEFlT OF A TITLE COMMITMEN?. I OB 7323 P9 177 ~ ®•ElEC1RIC METER PB .PLAT BOOK \ MB 11 PO N I 1 MB .MAP B001f \ / / \ \ / / \ s
•FlRE HYDRANT OHU .OVER HEAP UTUTY CATCH BASIN \ DAZE OF SURVEY: MARgI 2004 THRU APRIL 2004 I I UGT •UNDER13ROUND TElFP1101E \ \ At s CATCH BASIN / /CATCH BAST! \ S 1]619
I i ~ .GAS METER w .WATER UNE RIM•s81.20 INV M•680.50(18') I ~ I ~ sPRMaER qw .GAS UNE INY OUT•680.32(18') I SS •SANTARY SEWER INV•M~680~50(18') 18'RCP NV IN 881. 18 \ • INY OUT~680.32(18) / INV WT~681~22(tg') \ • ~ ~ O ~
THE PROPERLY SHOWN HEREON DOES I TELE EP • EDGE OF PAVEMENT p~ TELEPN0IE PEDESTAL RCP .REINFORCED 0011GE1E PPE / \ ~ ~i` E 0a !NE p / \ q N Gs
NOT UE WITHIN A SPECIAL FLOOD HAZARD 1 B q~p •CaRRUOAIED pAS11C ppE AREA PER FEDERAL EMERGENCY MANAGEMENT ' ~ \ !Yq ~1P . ~ ~ . !SN , ~
AGENCY DRAFT FLOOD INSURANCE RAZE MAP PANEL 1 ~ METER e E 1 6 E WITH AN EFFECTIVE DATE OF I . ~ -BORE HOLE IOCATNNI / N0. 371 9C022 ~ r ~ •WATER VANE HOLE / / \ •.+NnaN
FEBRUARY 4, 2004 1 ~ D •ELECTRK: BOX (TL) • nE UlE / / ~ / \
L,~'~ ~ 1 8+ Wc"iLAN05 AND CHANNELS SHOWN HEREON WERE DELINEATED BY BY ~ ~.11RIGAlION CONTROL VALVE CURVE TAME BY ESP ASSOGIES, PA AND OELINEARONS WERE FIELD LOCATED I ~ CARVE RADIUS LENGTH BEARING CHORD DELTA ~ ` ~
BY ESP ASSOGATES, P.A. APRA, 2004. ; CTJ •MNLBOK Ey i / \ m , \
1 ~ I .SATELLITE D6N a t ' / TA% PARCEL/ 179-06-417,179-OB-101, a i \
179-08-565 I I m 'TELEPHONE YANHOIE ~ '7 , 1 1 ~ .CABLE tV PEDESTU a \ \ p
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1 RA4.063.39 / 1 I NV W659.81(24' CPP) /
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This drawing and/or the design shown are the Z
40 40 o zo a so 160 property of ESP Associates, P.A. The reproduction, 1 STU alteration, copying or other use of this drawing
a ~ i
800-632-4949 without their written consent is prohibited and any m infringement will be subject to legal action. o o , i
( IN FEET) AVW MAP p m m ESP Associates, P.A. m a m
V~ 1 inch = 40 ft.
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JAMS T. GREGORY A1rO N1FE, KELLY H. PLOTT AND WIFE, KRlSAN S GREGORY THOMAS A. HARRIS ANO BENJAMIN W. McCORM1CK AND SI~ANA S PLOTT ' AND WIFE, OB 1501T6 PG 161 I PLOTT MB 2? PG 81 I
DB 11169 PG 424 WIFE ROSEMARY PAYNf h7~ 1ROY B. McCORMlCK D8 11080 PG 45 I PG 45 I
NO SCALE MB 22 PG 81 OB 7227 PG 73 DB 11358 PG 489 MB 22 PG 8! VICINITY MAP MB 23 PG 647 MB 23 PG 647 G 81 I I 1
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ALL TO BE CONSTRUCTED I PRIVACY W CQIpLEIELY OUT QF R/M' I
OGWIRAC1pP )0 09TAM MWl PE1iNNT / \
/ -
- - - - - - UTY P01ES >0 8E - - _ - Uil STRUCTURAL BRICK RELOCATED OR BURIED PAVERS TYP p Z o
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~S~ MU1CD S 5' INL ~O:S AND 8 PUWnNG ` N ~ ~ ~ASURED fRAU BAp! OF S1RIP 0 °p I LANDSCAPE SPACE LAI~SCAPE S1Rap
~Nop~ WALK TD FACE Of MALL. ~ASURED FROM R/W ~ O~~
PROPOSm 6' 5' MIN. CO.S S1RIP p~ 80U1H ppry~ (Ri-1,30"X30") TJf >r7 EXISTING r-8 CUB PRAPO~D 8' INSTALLED BY DEVELOPER :VET.OPER VARIES 5 10 8 ~ 2
SIDEWALK AND GUTTER PLANTING STRIP S~EWAIX MEASURED fROM R/W 70' PIJ~JC RIGIT OF WAY -
/ - ~ ~ O S56 52 35"W 238.48' 1-"--' ~ Z
~ S57'21'41"W 82.00' T •LS 557'21'41"W 98.00' 557'21'41"W 169.32' C ( I` O '41'W 169.32' J I ~ J ~
7 .00' ~ ~ - - - S57'21'41 "W 188.93' S57 2141 W 1 2 ' 100 PROPOSED ~ ~ Q ~ k ~ ' r 60' 60 72 ACY 'L' 'SIDEWALK J Z O Q
' - -60, sa~r 51' N 49' ~r •9 BRICK PRIV ~l 1 5 J p V Z~ WALL TYP) ~ N ~ " ~
( ~ 1 ~ i s• ~ ~ 0 1 ,
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1 - - - - - - - - - - ~ ANDSCAPE SPACE MEASURED FROM BACK ~r ` L ~ r ~ r ~ OF wAU,
/ ,I ~r i / I I SECURITY GATE i '!1 I ~ ~ I I I I OF WALK~TO FACE ~ ~ ~ ~ ~ 27 ti ~ ~I, VARIES 5 IO 6
/ CRE~~/ I I I I ~ I ~ I ~ q5-A I I I ~ ~ 3o N I 2s N 1 N 29 N I OT ~ 8,143 sq. ft. V I ~ ~ »
THE CYPRESS OF CHRL ^j I I I V I Oi I DB 8613 PG 215 -~'~i \ ~p I V ~ 7,385 sq. ft. I` I ~ ft. 7,535 sq. ft. 26 ~ cn ~ PROP. 2-6 CURB A q, ft. 7,535 sq. I• I I~ ~ 0.19 acres I I I ~ 0.17 acres / ~ m GUTTER (TYP) THE C1TY OF CHARLOTTE ?
D8 10894 PG 892 / \ \ I I 4 I I 3 I 2 0.17 acres 479 PG 118 / ~i ~ \ 5 8,001 sq. ft. I ( I I Gres 0.17 acres I I I I I I 14,443 sq. ft. / ~ ~ 1 , A MUNICIPAL CORPORATION / ~ ~ DB 2721 PG 366 I I 0.33 acres / ~ ` ~ c ~ 1 ~ MB 14 PG 169
UNIT FlLE~' r'? 1 1 I I 7612 s. ft. I I 7,597 sq. ft. I I L- O• \ 8,352 sq. ft. I I 7,627 sq. ft. ~ q .18 acres I I 6 II r I I D I I / ~ m•~ D ~
~ \ 1 ~ I 0.17 acres I I 0.17 oc es ft 0.19 acres I I 0.18 acres I I I ~ 18,464 sq. 1 1 I I I I I I 14' 14' P 20' GARAGE SETBACK ~ I I h n PROPOSE y~ Ci ~ ~ ~ ~ ( / 1h - 1 6 PLANTING FRAUBACKOFWALK i X70 1 ~
/ \ \ acres ? I (I ~ -----1 a38 GARAGESETBAC f------- I- \ \ I- - - - - - - - ~ ~ --I I- / N ~ STRIP o ~ -~r ~r
\ \ ~ o€"w o ~-------1 L 15' fRANT SETBACK L _ _ _ _ _ ~ ~ / ~ '9 ~ " ~ / •c FROM RAY ~ ~ / / ~ \ EXISTING D/W ~
\ \ 1 J L------~ , 1 ~ -----J Lcr ~ ~ _ 7' ~ ~ ~ / / 25 ~ 1 ENn?ANCE TO O
1 \ \ ~ ~ ~ 44 ti 43 60 43 60 60 . 51 ~ / 1 BE CLOSED J _ ~ 1 - As, ~ 11,125 sq. ft.~ \ ~
\ \ ~ ~ 7 51 60 _ _ 60 _ _ 1 ~ ~ ~ ~ \ / ' ~ Q r 0.26 acres ~ ~ Z C\
1 kyl ~ ' ACCESSIBLE 20'R '1~0~ \N pRO~POSED 2 VALLEY PROPOSED 4 PRA?~1051ED 5 C~•4jl~Yd TORY IAdNNB PRIYATI) ~ \ \ 1 ~ ~ '~0lI1SlRYd ( 1
~ / ~ GU11ER SIDEWALK PLANTIAlG STRIP RAMP (T1'P) \ ~ 1 EXISANG N \ TRANSITION FIRE STAnON
1 18,690 sq. ft. / . , • , • . . ' . , ~ 1 DRIVEWAY . ~ ~
0.43 acres / / . - • , • ,
. ~ ~ . 31 0 ~ 1 RELOCATE flRE
. ~ w ~ ~ ~ QEPTSK,rUIPOILE ~ L ~ ~ ~ ~ SOT ~
HUM AND `4• - - • , • • ' . ' ? . HEN 8. MEAC • / . , • , • . • • . ~ 1 1 RFg1AtRaw~rfr (SEE
PAMELA B _ 20 S D.E -1-J 1. • . • . • . ~ 1REE •NE~I., , . ~088279PG145 - - C . ~ ~ \ N01E BE10W~ '1S'•fRigVT ~ 7,803 sq. ft. 6 ~
r 133 ' - ~ . r` . ~ • . • . • . • ~ 1 ti / ' , ' ~ . ' N ~ 0.18 acres 1 •
• 20 FROM BACK OF WALK) ~ > CARD READER (MIN. ' ~ ~ ~ • ~ \ ~ 1 '.1
. • . ' . ' . ' • •~,i'' RF,AR. ' • ~ ' . ' ~ ~ 59 S~CLIRITY GAZE MUTGID '~li~P
. •sETeAa~ ~.1-~ ~ W • • , • • • , • . • . ' . , ~ , • • • • • • • ~ ,~rAU~n er DEVaAPaR
1 iQ441 sq. ft. gyp. / y -I ~ ~ , . • . , ; , sAw cUr AND
0.24 acres / , / / I ~ V ~ . • • • , . ~ ~ • ~ • , ~ ~ 5' ~ PO's ~ RE110VE EXISTING
/ / I ~ ~ PAS \ PAVEMENT •5'.S1TIf ~ STRp N
~ 160 / I ~ . . PROPOSED 4 $ ~t?. •,•.'.SE78AG( SIDEWALK d \
t ~ s. , a I 14 y ~ o~ / / / / \ \ ~ ~ i \ 7,349 sq. ft. ~ 848 s , ft. / ~ ~ ~ •
.
tr / 4 8 , / \ 0.17 acres res / / V ~ ~ / ~3 \ \ 1 ~ \ ~ 0.2o ac ~ ~ lHE CYPRESS OF CHRLOTIE, LLC , \ ~ / \ ~ ~ \ , / ~ ~
15 51 ~ i1 / \ ~ OB 8613 PG 2 r 33 \ / r 892 \ / ~ ~ / V / V ~ Q~, C,~. Q~ . . • • • VALLEY. ~ / - ~ f FRONT ~ _ - ~ ~ v ~I.4r . PROPOSED . , _ 1 _ - -I ~
OB 10894 P~ 9 V r ~ 479 PG 118 1 ~ ~ / \ 12 N \ ~ V / ' / 15 \ ~ ~ 60 UNIT FILES ~.l _ ~ V 19,309 e4 R. / \ \ ~ h ~ ~ r ~ • • , , ' . ' ~curTER o, , _ ~ l- - - sETeApc I I a r ~i ~ - GARAGE \ ~ a
1 / 'V 1 r ~ \ 7,814 sq. it. ~ V / 7,502 sq. ft. / ~ 0.44 octet ~ - . ~ \ ~ V ~ / ~
1 / - ~ L \ 0.18 aces 0.17 acres / ~ ~ / \ ~ / ~ ~ ~ ~ • , . j ~ / 21 I ~ I 18,104 sq. ft. s \ ~ R o000 . ~ / I 2 I \ ~ 4~ Ol
1 / II ~ ~ ~ / 11 , \ ~ ~ ~ ~ ~ /6 / ~ \ 7,250 sq. ft. I ft. I 0.42 acres / J 181! ) \ \ 0.17 acres Q
1 / 10 II ~ ~ ~ ~ ~ ~ 6 , / / I ( 0.23 ones I I IN. COS SIR1P ~ ~ ~ / / 5M M
1 1r,,ass tq. ft. I I 9,8n sq. , 5 \ h ~ , 4i/ \ y V / 7,503 sq. ft, / V / ~ / / I I I I MEASURED FROM R/W Al
1 / Qy 0.37 acres ~ I R23 owes \ ,1 / P sr. V / / / V 9 ~ 0.17 acres b , / / ~ , ~ / V / ~ < \ ~ , •r, I I I f \ 1619 ~ ~ / ~ ~ n \ / ~ 4 / ^ \r 7.212 sq. ff. o. ~ ~ ~ I i s ri E' p
~ 5 „ i \ ~ • ~ ) 41 / \ 0.17 ones \ 9~ N •~'0 ~
\ / ~ Wq HP
r / ~ 0• i . ft.
/ ~ r ~ 10 • \ J 7,504 sq / ~Q 1 p 1 ~ 0.17 a 7,504 sq. ft / ~ ~ I ~ ~ ~ \ ~ i .i / ~"R 17 acres / ~ - I- > \ / i ~
/ 5ti k9 H \
/ l i / B9. \ ~ / ~ / ss ~ ~ / 15 733 . lt. I 14,503 R. i ~i ~ TO m ~ h sq sq ~ ~-I ~ MEANDER S/W
ROBERT GREGORY LEW1S AND - / / 1 / / •i •W 95.3 TIMOTHY A. RULZ AND W .,r-. ~ / ~ / 0.36 acres I I 0.33 acres i i~ i / At~10 UTILITIES
WIFE JULIE IRfNE RAMSEUR LEINS / / / I ~7•p4 30 EA DEBORAH CARR ?4S V J D8 9924 PG 931 / / / ~ VE AR DB 1043Z PG 690 00'
MB 11 PG 69 / '1' / ~ ~ / ~ RES MB 11 PG 69 / AC / / / ~ s~ 0.02 LoT 23 /
/ / I-' ~ a / /
/ / / `J ~ 1 IS AND /
/ / / ~ / d - - GEORGE A KARNEZ / AREA ~ / / ra 1 NIFE, PENNY K. KARNEZlS / / / ~ THOMAS d FRANK AND WIFE DSO i' - ~r6 ~ /
/ / 'a OB 3765 PC 570 ~ / / ~ 1 / 1 MB 11 PG 69 ~ / ~ ~ ~ FRENEY K. FRANK AND THEIR , ~ /
/ 32 A / r , a / / / 1 LoT 22 / / / I ~ ROBERT GREGORY LEW1S AND / / / i ~ / DAUGHTER KATHRYN E, FRANK / / V i i i0 ~ ~ ~ 08 3498 PG 78 / ~ / Z
/ / / / / / 1 I IMFE JWE IRENf RAMSEUR LENTS / y ~ i ' / EWALK W IN. 4 PLANTING SIR1P ~
/ / ~ DB 9924 PG 931 / / V 0 / 123 1 1 MB 11 PG 69 / ~
W 1`.>0 1 LOT 21 / a I c~'c~ i i i '~i I i i / a / i ~~y~ ~~i ~ ~ /
s~~ 1 / / ~ ~ ~ i ~ oP' S' YNL C.AS S1R1P / ETI~ PROP. SIDEWALK AT PROPERTY LINE
r / 1 1 ~ 1 , r i ~ i ~IIE i IEASURED FROM R i i ~ .a~ /W 1'~ i 3
~ ~ i / ~ 1 1 1 r A~ o / , i 0.92 .ti W
~ i i ~ ~ 1 1 i ~ ~ , ~ ~ \ ~ W Z ~ N A ~ ~ ~ A S10F1MAUf EASEMENT >O THE pTY aF CHARLOTTE JS REQUIRED FOR ALL SIDEWALKS ALONG ~ Lu
JEFFREY YERRITT pJJOTT AND 1 ? / / as• ~ ~ i ~ T OF WAY 1N1S EASEMENT WILL g ~ , SUUlN~! ROAD AND FLONERFIELD 1HAT ARE OUTSIDE OF ]HE RIGH ALK ~ g
WIFE KATHERNE WILUAMS ELLIOTT ~ 1 ~ ~ 3S• ~ NVCLUDIE 1HE LAND BETMEDV 1HE RIGHT AF WAY AND ONE FOOT BEHIND THE BACK OF SIDEW ~ ~ o kr ~ i S1EPFlEN B. MEACHUM AND WHIl21 ~ ALLOW FOR p1Y MAWIENANCE OF 1HE SIDEWALKS
a~ OB 11B8B PG 829 MB 11 PG q ~ / / SQ ~ ~ MIFF PAMELA B. MEACHUM 8279 PG 145 ARIMENT TO Df1ERMINE Al1ERNAnVE SIGNAL W o
o"~ LOT Zd ~ ~ ~ ~ CLAUDf / ~ THE D~EYELOPER/CONTRAC101R MNl CONTACT flRf DEP tX.AUDE A. BOULWARE AND i SIgVAL PALE ALSO HAS On~ER UTILITIES TO CO~DINATE RELOCAnoM. Q N RE o POLE LOCAnAN CURRENT \
/ ~ IMFE Ml ~ ~ ~ i / DE WIFE MARTHA A. 80ULWA i , ONCE Ir~w s1a~AL Pa.E LocAnoN Is DETERMINED, DErELOPER/cavTRACmR Wfu coNracr cDOr o D8 2739 PG 273 ~ 8
~ c~' ~~u CARVE TABLE AlE A SIGNAL DESIpV RE'VISIAN ONCE COOT RECEIVES PAYMENT FAR THE WORK, ]HEY WILL MB t 1 PG 69 ~ ~ INI n LOT 24 h M11nA1E THE SIGNAL DE51fo1wL CDOT IMPLEMENTAnAN SECADN WILL COORDINATE N71H
CURVE RADIUS LENGTH BEARING CHORD DELTA KAIHEIOWE M ARMSTRONG ONTRACTGIR fTaR SIGNAL RELOCAflgV. Z N DEVELawaR/c
nu. u~ NC NII . _x... wM .14R Al / ae 7976 PG eas
YOU Ct 467.IX 18.07' 51910-4ti N DIG MB it PG 69 `
C2 467.127 30.58' 6 44 W 30.58 3'45'03" „ LOT 33 This drawing and/or the design shown are the property of ESP Associates, P.A. The reproduction, 0
C3 20. 26,18 48» 4.35 74'59'13" GRAPHIC SCALE C4 166267' 203.78' S511%'52"E 2016V alteration, copying or other use of this drawing o o N , 2 Aso w
STOP 7'01 20 43.94' S57-44'50-E- 43,93* 5'10'37" LINE TABLE 40 0 20 40 BO CS without their written consent is prohibited and any \ m o w
C6 1 41 40.58 43 35 40.57' 4'46'52" UNE BEARING DISTANCE infringement will be subject to legal action. r U J
8UOVOV 6632 4949 C7 29.49' 2'22 26.89 4'29'18" L3 S56'52'35"W 11.28' C9 7.76' 14.26' 1 g01'47'27'E 14.26' 31012 15(TL) S32'39 35 5.00 ESP Associates, P.A. Q 4 W
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~ ~ ~ \ / , ~ . ~ .mss - ~ , ~ i ~ / y uo o a
1. CONSTRUCT RAIN GARDEN ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED. RAIN GARDEN WILL 'y y ~ ~ $ p
i i / ~ ~ _ BE ~ ~ ~ ~ ~ BE THE LAST OR NEARLY THE LAST INFRASTRUCTURE ELEMENT CONSTRUCTED ON THIS PROJECT. ~ r^~:T~
_ ~ ~ ~ / ~ i ~ 2. 2. EXTREME CARE MUST BE TAKEN IN PLACING LOAMY SAND FILL ON FILTER FABRIC. FILL MATERIAL a v
MUST BE END-DUMPED AND PUSHED ACROSS THE FABRIC USING TRACK-MOUNTED EQUIPMENT. w ~ o
RUBBER-TIRED VEHICLES SHALL NOT BE PERMITTED TO DIRECTLY CONTACT FILTER FABRIC. PLACE THE
< ~ EN ENTIRE 4-FOOT THICKNESS OF THE FILL IN ONE OR TWO LIFTS, LIGHTLY COMPACTED BY ONLY THE ~,,~~~~If. IIIIIIu~~
TRACK EQUIPMENT USED TO PLACE THE FILL f~,,
' ~ ~ ~ 3. SURFACE OF FILL MATERIAL MUST BE PLACED UNIFORMLY ON GRADE AT ELEVATIONS SHOWN ON ,
THE PLANS.
I i , ~ - 4. 4. INSPECT DOUBLE-SHREDDED HARDWOOD MULCH LAYER AFTER FIRST TWO RAINFALL EVENTS AN
I ~ i ~ / ~ l _ REDISTRIBUTE ANY MULCH THAT HAS FLOATED. AS MUCH AS 15% OF THE MULCH MAY BE
b ~ i ~ ~ / _ AID ANTICIPATED TO FLOAT UNTIL RAIN EVENTS CAUSE IT TO SETTLE IN.
\ _ ~ - / 5. THE NEWLY-CONSTRUCTED RAIN GARDEN MUST BE DILIGENTLY PROTECTED AGAINST CONTAMINATION
BY CONSTRUCTION-RELATED SEDIMENTATION. IF ALL UPSTREAM AREAS ARE NOT STABILIZED AT THE
~ ~ i - ~ TIC TIME OF RAIN GARDEN CONSTRUCTION, SEDIMENT CONTROL MEASURES MUST BE INSTALLED AND
MAINTAINED UNTIL ALL UPSTREAM AREAS ARE STABLE.
_ _ , / , 6. TEMPORARY 15" HDPE PIPES SHALL BE ABANDONED USING A CONCRETE PLUG AT THE UPSTREAM
/ ~ ~ . IN \ / i , I INVERT AT THE TIME THE RAIN GARDEN IS CONSTRUCTED. BACKFILL MH14 WITH COMPACTED CABC TO ~ N M O
ELEVATION 665.00 AND CAP BACK FILL WITH APPROXIMATELY 4 INCHES OF CONCRETE TO INVERT O ~ N ~h
1 \ / l/ l i t I 1 \ \ ~ ~ / ~ / ~ r El ELEV 665.32. n" ~ (/~S 2~j M
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~Z~D Property of ESP Associates, P.A. The reproduc ion,
iir~ nl AAI IC 0 ~~N~~ nFS~^N .a~e~..t~~~. roovina or other use of this drawing ~
without their written consent is prohibited and any o
infringement will be subject to legal action. Q) ~ Y
RELEASED FOR CONSTRUCTION UNLESS GRAPHIC SCALE OA 49 ESP Associates, P.A. z ^ m w o
10 o a 10 2D 40 INITIALLED/DATED AS APPROVED: No IM WA ~ W
6m plL IN FEET U UVi O
APPROVED: , ;~~s - ?o M
INITIALS DATE -

RA RAIN GARDEN CONSTRUCTION NOTES:
1. 1. CONSTRUCT RAIN GARDEN ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED. RAIN GARDEN WILL m
V D R BE BE THE LAST OR NEARLY THE LAST INFRASTRUCTURE ELEMENT CONSTRUCTED ON THIS PROJECT. a M
~ ~ 2. i / / I \ \ 2. EXTREME CARE MUST BE TAKEN IN PLACING LOAMY SAND FILL ON FILTER FABRIC. FILL MATERIAL a z„„ c
~ / \ I I / / / \ I Ml, ! ~ \ i MUST BE END-DUMPED AND PUSHED ACROSS THE FABRIC USING TRACK-MOUNTED EQUIPMENT. ~ z "a~e'~
/ / / I ~ RUBBER-TIRED VEHICLES SHALL NOT BE PERMITTED TO DIRECTLY CONTACT FILTER FABRIC. PLACE THE ~ , ~ 2 w'
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! / / / / ~ EN / / / / I f I ~ - ENTIRE 4-FOOT THICKNESS OF THE FILL IN ONE OR TWO LIFTS, LIGHTLY COMPACTED BY ONLY THE y ~ .
! / / / / _ 1 I I I ~ TRACK EQUIPMENT USED TO PLACE THE FILL. ~
- ! ! / / / i I ~ 3. 3. SURFACE OF FILL MATERIAL MUST BE PLACED UNIFORMLY ON GRADE AT ELEVATIONS SHOWN ON ~ ~ ~ o
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/ ~ ~ ~ I I RE / i , ,i i, I I Q REDISTRIBUTE ANY MULCH THAT HAS FLOATED. AS MUCH AS 15% OF THE MULCH MAY BE .ak!lpIII{, IIIIU~~~
/ , ~ / ~ / / I I I I ANTICIPATED TO FLOAT UNTIL RAIN EVENTS CAUSE iT TO SETTLE IN.
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/ ~ / / I ~ 5. THE NEWLY-CONSTRUCTED RAIN GARDEN MUST BE DILIGENTLY PROTECTED AGAINST CONTAMINATION ' ~~i
i i / / / / I I Bl ~ , / I BY CONSTRUCTION-RELATED SEDIMENTATION. IF ALL UPSTREAM AREAS ARE NOT STABILIZED AT THE
/ - ~ ~ ~ i / / / / I I i TIME OF RAIN GARDEN CONSTRUCTION, SEDIMENT CONTROL MEASURES MUST BE INSTALLED AND
~ ~ MAINTAINED UNTIL ALL UPSTREAM AREAS ARE STABLE.
/ ~ i/ iii ~ \
/ / ~i / ~ ~ I ~ I \ / ~ ` 6. 6. TEMPORARY 15" HDPE PIPES SHALL BE ABANDONED USING A CONCRETE PLUG AT THE UPSTREAM
~ ~ IN INVERT AT THE TIME THE RAIN GARDEN IS CONSTRUCTED. BACKFlLL MH14 WITH COMPACTED CABC TO
~ / i , ~ / / ~ r / l ELEVATION 665.00 AND CAP BACK FILL WITH APPROXIMATELY 4 INCHES OF CONCRETE TO INVERT
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/ / / / ~ ~ \ I / ~i ~ / ~ f I ~ i / \ ~ \ h I / g Acer rubrum Red Mapls zs- ~a P~ Wm RAIN GARDEN PLANT CALCULATIONS: ~ ° ~ a ~
~ ~ J ~ ~ f f iii \ ~F I 7 Be1Wa ngra River BhcA 25' cal mN. Px plan ~ ~
/ / / h ,o c.roi. ~~ae.~N. R.d e~+a °sr a°" BASIN AREA: 4,924 SF (.11 ACRE)
/ d' ~ \ ~ W / / \ I 5 P,m.u„ zr ~ mN. PK D~a~ PLANTS REQUIRED: 113 (1,000/ACRE)
/ / / I
/ J / SHRUBS 3:1 SHRUB RATIO: 85 SHRUBS, 28 TREES
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RELEAStU hUK I:VIVJIKU~.11v1v vrvLL-.» GRAPHIC SCALE
alteration, copying or other use of this drawing a without their written consent is prohibited and any o y i u r
~ INITIALLED/DATED AS APPROVED: t 10 0 S 10 p b
800-632 4949 infringement will be subject to legal action. o o ESP Associates, P.A. U800!6 2 ~ m o wO
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INITIALS DATE ' inch = to `t

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• ~ 1415 S. Church St. ~ Suite i W Charlotte . N. Carolina ~ 28203
Landscape Material Cal ~ ~ Basin Area: ~ € Phone: [phone] o Feu: 704 342 2025
Contact: email@ opda.com
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JAMES T. GREGORY AND WIFE, CARL PARZ/ALE AND WIFE,
KRISTIN S GREGORY \ CARR/E A. PARZ/ALE
60' R/W (MINIMUM)
R/W rt R/W
30' (MIN.) 30' (MIN.)
8'-0" (MIN.) 18'-0" 18'-0" 8'-0" (MIN.)
1F1'T
0'4'-0" _
(MIN.) (MIN.) 16'-0" 16'-0" F 4 -0. MIN"
2'-0' c 2'-0" ( ) J 1
2F 1 /4"/ FT 2
P R S
011 SULKIRK ROAD
DEVELOPMENT STANDARDS
MIIITIMUM LOT SIZE
MINIMUM LOT WIDTH
FRONT SETBACK
SIDE YARD 1INTERIOR)
SIDE YARD 1EXTERIOR)
REAR YARD (INTERIOR)
REAR YARD (EXTERIOR)
BUILDING HEIGHT
WALL PENCE HEIGHT
7,200 SQ. FT.
60'
20'
3'
5'
20'
45'/25'*
40'
MIM. 6'
•THE REAR YARD FOR LOTS THAT ADJOINEXISTING SINGLE
FAMILYLOTS WILL BE COMPOSED OF THE "TREE SAVE" AREA
FOR THE SITE AND A REDUCED REAR YARD, THE TOTAL DDUENSIONOF WHICH
WILL BE 45'AND WHICH WILL BE INDICATED ON THE SUB-DIVISIONPLANS.
I
M
DB 11169 PG 424 cCORMICK AND
THOMAS A. HARRIS AND BENJAMIN W. KELLY H. PLOTT AND WIFE, DB 15036 PG 161 1 1 1 I
VICINITY MAP NO SCALE MB 22 PG 81 WIFE ROSEMARY PAYNE SHEANA S. PLOTT MB 22 PG 81
\ DB 7227 PG 73 WIFE, TROY B. McCORMICK DB 11080 PG 45 I I
MB 23 PG 647 DB 11,358 PG
89 MB 22 PG 81
MB 23 PG 64 \ I I
MUTCD "STOP"
(R1-1, 30"X30") WALL TO BE
INSTALLED BY COMPLETLY
DEVELOPER IN COS
_ UTILITY POLES D
TO E - - - - -
TING _-----_------ RELOCATED OR BURIED
EXIS
77E TO EXISTING 2'-6" CURB PROPOSED 8' PROPOSED 6'
SIDEWALK AND GUTTER PLANTING STRIP SIDEWALK 5' MIN. C.O.S. STRIP PARK SOU7H DIBYF
MEASURED FROM R/W 70' PUBLIC RIGHT OF WAY
zz�
THE CYPRESS OF CHRLOTTE, LLC
DB 8613 PG 215
DB 10894 PG 892
UNIT FILE# 479 PG 118
HEN B. MEACHUM AND
PAMELA B. MECHUM
DB 8279 PG 145
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --PROPOSED PROPOSED
LANDSCAPE SPACE MEASURED FROM
5' MIN. C.O.S. AND 8' PLANTING 6' SIDEWALK
BACK OF WALK TO FACE OF WALL, LANDSCAPE STRIP STRIP PROPOSED
VARIES 5' TO 6' MEASURED FROM R/W 5' SIDEWALK
,r-
- -- -
73' 60' -60'--' --' -60' �r �'S1' 49'sICNT , \
`' TRIANd E 60 60 72 100 ( 5 MIN. C.O.S. AND
-�- `v fir �< c1s` Iqr Js. \ \ LANDSCAPE STRIP
BOK -PRIV - E SAVE AREA=y�s���P� y�� sr� , \ \ MEASURED FROM R/W
--WAS 17 ACRES i EXISTING WALLK(�ACY I \ \
I �^ `� 0• 1.5 _ = to/ PEDESTRIAN ENTRANCE TO y LANDSCAPE SPACE MEASURED FROM
X (nfTW en --- a/c -e c GA 7E BE CLOSED \
1%
en - - - - -� en _ - - - - _ - - _ - SECURITY GA 7E \ \ BACK OF WALK TO FACE OF WALL,
- I F � F � � � b - - - - - - - r------- r-------� �•--------� ------------� VARIES 5' TO 6'
- v, - _ _ \
- _ r _ Iit1 II II II II Ib I II II II 27
N) I N I N) y ry 29 N 28 ry N _
I I -1-4 co 1 30 I 7,535 sq. ft. I 7,535 s ft. C I 8,143 sq. ft.
\ 5 I I 4 I I 3 I I 2 I` I 1 I ` 17,385 sq. ft. I' I I I q 1 1 0.19 acres I I 26 \
0.17 acres 0.17 acres 0.17 acres p cn \
--` \ 6 1 I I 8, 352 sq. ft. 1 I 7,627 sq. ft. ( 1 7,612 sq. ft. I I 7,597 sq. ft. I I 8, 001 sq. ft. I I I I I I I I I I 14,443 sq. ft.
\ THE CITY OF CHARL t
0.18 acres ON A MUNICIPAL CORPOR.16,464 sq. f. 0.19 ccres 0.18 acres 0.17 acres 0.17 acres 0.33 acres DB 2721 PG 366
/
0.38 acres
-I f--------1 I --------I I-------�0v ------1 I I -------I \
MB 14 PG 169
FRMBWA-I t4 ,cAAcEs�AQc PROPOSED
FROM OF WALK _�--------
FROMeAa�oFwA�6 PLANTING
II
L-15'RMTSMACK J L------ J L------ J L------ L -------J L-15'FRONTSMACK � L ------J L ----_-J L �� /, \ � \ \ STRIP
FROM R/VY
, 91 cp- , , \ / / \ \ EXISTING
1 \ / i 7 51 , _ 60 _ _ 60 _ _ 6__ _ 44 43 _ 60 _ 60 _ 51 7 \ \ \ / / 25 \ \ \ ENTRANCE TO
�/ Ar a �S' \�/ 11,125 sq. ft. \ \ BE CLOSED REL OCA 7E
\ \ \ \ \ DEPT SIGNALFIRE
k PROPOSED 2 PROPOSED 4' PROPOSED 5' ACCESSIBLE ' 0.26 acres
/ / To VALLEY GUTTER CONSERVATORY LINE (PRIVATE)
18,690 sq. ft. / / SIDEWALK PLANTING STRIP RAMP (TYP)
\ 11 0.43 acres /
POLE PER CDOT
\ \ \ \ \ NEW CURB REQUIREMENT
5' SETBACK 5' SIDE \ \
1 - - FOR PUMP STA710N SETBACK
s E - - - - L J 1 �'- \, % \ SECURITY GA TE
1 133' - - - - T- CD < \ \ \ \ MU7CD " S70P"
w
T1-
1 1 I .� �%�ili ♦ 15' FRONT \ \ 24 \ \ (R1 -1,30"X30")
\ �2 o9c �� ♦ s4 , SETBACK ` `� \ \ 7,803 sq. ft. \ r�rO CARD READER INSTALLED BY
1 �9 33 \ tom? \ \ 0.18 acres DEVELOPER /
$ 1 1 0 �a� \
1 1 V a 1 c�F / ,/'1 r '� 45' REAR
1 10, 441 sq. ft. .S I 6 L - \ 59 \
1 ' �
0.24 acres
Zp♦ / 5 /�� /-1 I \ \\ sem, SETBACK \ j / \ .R \
o tv \ \
20' R 34o_ B� \
oSAW CUT AND
� i� _ " �I 1 \\ \\ BIC ° \
0 PROPOSED 5, REMOVE EXISTING
/ 6 i1 I \ 5 SIDE
13 I % PLANTING STRIP \ PAVEMENT
14 \ \ 6' SETBACK PROPOSED 4' ' \
\ \ \ \
7,349 sq. ft. � I Y ,� \ o \ \ SIDEWALK2' / $ �� \
8,848 s ft. \
THE CYPRESS OF CHRLOTT� LLC � 1 \ \ $ i i \ 0.17 acres � I q' / \ \ \ _ isigs, as \ \
DB 8613 PG 215 \ \ 1 \ \ J 0.20 acres / / \ \ �"',r 60'
14
DB 10894 PG 892 \ 9 \ S1 ' 33 / '� \ \ / \ / / \ \ \ \ SF �,` `�j, `rro. --54' - - - \
UNIT FILE# 479 PG 118 1 \ /` / \ / / q
ROBERT GREGORY LEWIS AND
WIFE JULIE /RENE RAMSEUR LEWIS
DB 9924 PG 931
MB 11 PG 69
z
ti
I-_
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v
1 \ 19,309 sq. ft. - _ i \ \ 12 N \ / \ , / \ /� �S 9L',�-qG'�C` \ PROPOSED 2' �g; ,'c. 1 - - T sETSACK
\ 7,814 s F \ VALLEY GUTTER
0.44 acres / , _ _ r - q. ft. - \ / / \ \ / h 15 Y \ o o ,�,� ,oq ° `�, �� �� - r �0N - .4 �
\\ \ 0.18 acres \ �/ \ / 7,502 sq. ft. / / \ \ �9��4 49 °'� / - -
0.17 acres // \\ \ �.aq�'� < ��--- 21 1 1 1 1 23 _ \
10 I I 11 \ / / \ / / \ \ \ ! 6� 22
1 1 18,104 sq. ft. = o
W \ / / \ .� / \ 7,250 sq. ft. 1 0.42 acres
1 / J6, 055 sq. ft. I I 9,877 sq. ft. \ / / / !_ -- \ \ / h 16 \ �/ \ 6p - / / / / \ \ 0.17 acres I 1 10,180 sq. ft. 1 I \ \ \
1 / , 0.37 acres I I 0.23 acres \ \ / / = \ \ / / �, 7, 503 sq , \ \ I 0.2 S. acres 1 I 'r 5 MIN. C. 0. STRIP
ft. / \ \
/ S•�Q' I � \"� / ,_..,". �°. -" .. `/
PC0.17 acres / / \ \ � / � 20 \ \ � 1 1 1 ,.-----
��6 --'_ MEASURED FROM R/W
5q,05� '-_-- \ 7,212 sq. ft. NO ✓�` 1 1 \
1 /// N J LL� "_.6; -- ��\\\ ,/ \\��/\� `'�� �� ,�\\ 0.17 acres
17
7,504 sq. ft. / / i \ \ -- \
/ �- - -- g,LO �o • - `, - - 0.17 acres
89s/1 -' - IN. /, / 18 19
g5.37' T/MOTNY A. RULZ AND SO _6,0, - \ \ / 4j 15, 733 sq. ft. 1 I 14, 503 sq. ft.
/ Z - __ \
31 "W 50.0 S DEBORAH CARR 2450 \ \ J / /'\�' 0.36 acres 1 1 0.33 acres
08 DB 10432 PG 690 0
546 MB 11 PG 69 -'" " / _ -- �� �°� ! `�� = �/ ,� --- - _- �A
coLOT 23 _ -- _ _ -- / �h' _ - _ _ -✓" .--
_ _
_
-�� - - GEORGE A KARNEZIS AND
0WIFE,
6�' •''",, i 1 1 � l _.. '�h x,8)4 _ - _ . 1, -_ J r _ ,'"" / / /
WIFE, PENNY K. KARNEZIS �
AREA �_ �_ 1 DB 3765 PG 570 - -� -
_SA E� `i `� -� - -- a 1 1 MB
BL11 PG 22 69 --` -.\ - - - f THOMAS J. FRANK AND
OR 0 ROBERT GREGORY LEWIS AND / - - _ - IV _� _ _ _ FRENEY K. FRANK AND
2 -r 1 WIFE JULIE /RENE RAMSEUR LEWIS -"" '� J - __-- O - r - -- 0
1 _ DAUGHTER KATHRYN E, FRANK
J`2?r46'48'44"W 123 6! 1 1 DB 9924 PG 931 / \ �c'� -� 1-`-- - DB 3498 PG 78MB 11 PG 69
1 1 LOT 21 / /,�;' �P - _ _ - J- 1-- - J - - _ - / C�� �`a , 4' SIDEWALK W/
\ X50 OQ� / MIN. 4' PLANTING
STRIP
5' MIN. C.O. S STRIP /
rya MEASURED FROM R/W
JEFFREY MERRITT ELLIOTT AND / / _- _ - �j n A SIDEWALK EASEMENT TO THE CITY OF
1 / /
WIFE KATHERINE WILLIAMS ELLIOTT 1 ' � � / tib �O_ - _.- `- _ -'" o CHARLOTTE IS REQUIRED FOR ALL SIDEWALKS
OB 11688 PG 829 1 / / sss• ` - - _ �° ALONG SULKIRK ROAD AND FLOWERFIELD THAT
MB 11 PG 69 / 3S
LOT 20 /s ARE OUTSIDE OF THE RIGHT OF WAY. THIS
'"` ` --- "-
EASEMENT WILL INCLUDE THE LAND BETWEEN
CLAUDE A. BOULWARE AND s _ - �� THE RIGHT OF WAY AND ONE FOOT BEHIND THE
WIFE MARTHA A. BOULWARE -` O BACK OF SIDEWALKS, WHICH WILL ALLOW FOR
CALL N.C. ONE -CACI
BEFORE YOU DIG
STOP
800-632-4949
4L AVOIO MY DAl1AGE
--- 4� oo
>7-- o 0
CURVE TABLE
P o
DISTANCE
CURVE
RADIUS
LENGTH
BEARING
0
DELTA
C1
467.12'
18.07'
518'15'46"W
j�"L0
� C)
2'13'01"
C2
467.12'
30.58'
S15*16'44"W
30.58'
3'45'03"
C3
20.00'
26.18'
S85'37'48"E
O O
I
v
O
�
k
203.78'
S51 *38'52"E
203.65'
7'01'20"
C5
486.31'
43.94'
S57 -44'50"E
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ti
I-_
O
v
1 \ 19,309 sq. ft. - _ i \ \ 12 N \ / \ , / \ /� �S 9L',�-qG'�C` \ PROPOSED 2' �g; ,'c. 1 - - T sETSACK
\ 7,814 s F \ VALLEY GUTTER
0.44 acres / , _ _ r - q. ft. - \ / / \ \ / h 15 Y \ o o ,�,� ,oq ° `�, �� �� - r �0N - .4 �
\\ \ 0.18 acres \ �/ \ / 7,502 sq. ft. / / \ \ �9��4 49 °'� / - -
0.17 acres // \\ \ �.aq�'� < ��--- 21 1 1 1 1 23 _ \
10 I I 11 \ / / \ / / \ \ \ ! 6� 22
1 1 18,104 sq. ft. = o
W \ / / \ .� / \ 7,250 sq. ft. 1 0.42 acres
1 / J6, 055 sq. ft. I I 9,877 sq. ft. \ / / / !_ -- \ \ / h 16 \ �/ \ 6p - / / / / \ \ 0.17 acres I 1 10,180 sq. ft. 1 I \ \ \
1 / , 0.37 acres I I 0.23 acres \ \ / / = \ \ / / �, 7, 503 sq , \ \ I 0.2 S. acres 1 I 'r 5 MIN. C. 0. STRIP
ft. / \ \
/ S•�Q' I � \"� / ,_..,". �°. -" .. `/
PC0.17 acres / / \ \ � / � 20 \ \ � 1 1 1 ,.-----
��6 --'_ MEASURED FROM R/W
5q,05� '-_-- \ 7,212 sq. ft. NO ✓�` 1 1 \
1 /// N J LL� "_.6; -- ��\\\ ,/ \\��/\� `'�� �� ,�\\ 0.17 acres
17
7,504 sq. ft. / / i \ \ -- \
/ �- - -- g,LO �o • - `, - - 0.17 acres
89s/1 -' - IN. /, / 18 19
g5.37' T/MOTNY A. RULZ AND SO _6,0, - \ \ / 4j 15, 733 sq. ft. 1 I 14, 503 sq. ft.
/ Z - __ \
31 "W 50.0 S DEBORAH CARR 2450 \ \ J / /'\�' 0.36 acres 1 1 0.33 acres
08 DB 10432 PG 690 0
546 MB 11 PG 69 -'" " / _ -- �� �°� ! `�� = �/ ,� --- - _- �A
coLOT 23 _ -- _ _ -- / �h' _ - _ _ -✓" .--
_ _
_
-�� - - GEORGE A KARNEZIS AND
0WIFE,
6�' •''",, i 1 1 � l _.. '�h x,8)4 _ - _ . 1, -_ J r _ ,'"" / / /
WIFE, PENNY K. KARNEZIS �
AREA �_ �_ 1 DB 3765 PG 570 - -� -
_SA E� `i `� -� - -- a 1 1 MB
BL11 PG 22 69 --` -.\ - - - f THOMAS J. FRANK AND
OR 0 ROBERT GREGORY LEWIS AND / - - _ - IV _� _ _ _ FRENEY K. FRANK AND
2 -r 1 WIFE JULIE /RENE RAMSEUR LEWIS -"" '� J - __-- O - r - -- 0
1 _ DAUGHTER KATHRYN E, FRANK
J`2?r46'48'44"W 123 6! 1 1 DB 9924 PG 931 / \ �c'� -� 1-`-- - DB 3498 PG 78MB 11 PG 69
1 1 LOT 21 / /,�;' �P - _ _ - J- 1-- - J - - _ - / C�� �`a , 4' SIDEWALK W/
\ X50 OQ� / MIN. 4' PLANTING
STRIP
5' MIN. C.O. S STRIP /
rya MEASURED FROM R/W
JEFFREY MERRITT ELLIOTT AND / / _- _ - �j n A SIDEWALK EASEMENT TO THE CITY OF
1 / /
WIFE KATHERINE WILLIAMS ELLIOTT 1 ' � � / tib �O_ - _.- `- _ -'" o CHARLOTTE IS REQUIRED FOR ALL SIDEWALKS
OB 11688 PG 829 1 / / sss• ` - - _ �° ALONG SULKIRK ROAD AND FLOWERFIELD THAT
MB 11 PG 69 / 3S
LOT 20 /s ARE OUTSIDE OF THE RIGHT OF WAY. THIS
'"` ` --- "-
EASEMENT WILL INCLUDE THE LAND BETWEEN
CLAUDE A. BOULWARE AND s _ - �� THE RIGHT OF WAY AND ONE FOOT BEHIND THE
WIFE MARTHA A. BOULWARE -` O BACK OF SIDEWALKS, WHICH WILL ALLOW FOR
CALL N.C. ONE -CACI
BEFORE YOU DIG
STOP
800-632-4949
4L AVOIO MY DAl1AGE
DB 2739 PG 273
MB 11 PG 69
--- 4� oo
>7-- o 0
CURVE TABLE
LOT 24
DISTANCE
CURVE
RADIUS
LENGTH
BEARING
CHORD
DELTA
C1
467.12'
18.07'
518'15'46"W
18.07'
2'13'01"
C2
467.12'
30.58'
S15*16'44"W
30.58'
3'45'03"
C3
20.00'
26.18'
S85'37'48"E
24.35'
74'59'13"
C4
1662.67'
203.78'
S51 *38'52"E
203.65'
7'01'20"
C5
486.31'
43.94'
S57 -44'50"E
43.93'
5'10'37"
C6
486.31'
40.58'
S62'43'35"E
40.57'
4'46'52"
C7
20.00'
29.49'
S22'52'22"E
26.89'
84'29'18"
C9
257.76'
14.26'
N01 *47'27"E
14.26'
3'10'12"
DB 2739 PG 273
MB 11 PG 69
--- 4� oo
>7-- o 0
CITY MAINTENANCE OF THE SIDEWALKS
LOT 24
DISTANCE
L3
S56 -52'35"W
11.28'
KATHERINE H
DB 79
MB
S32 -39'35"E
5.00'
This drawing and/or the design shown are the
ESP Associates, P.A. The
GRAPHIC SCALE \
property of reproduction,
alteration, copying or other use of this drawing
40 0 20 40 80 160,
without their written consent is prohibited and any
/
'r
infringement will be subject to legal action.
( IN FEET )
1 inch = 40 ft.
ESP Associates, P.A.
1
1�1O ,N\�
i
0
CS
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LINE TABLE
LINE
BEARING
DISTANCE
L3
S56 -52'35"W
11.28'
L5(TL)
S32 -39'35"E
5.00'
( IN FEET )
1 inch = 40 ft.
ESP Associates, P.A.
1
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0
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