20071986 Ver 2_More Info Received_20080228

KE
KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
February 22, 2008
Cyndi Karoly
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Richland Ridge Road Extension
Keller Environmental Job No. 0674
DWQ Project # 07-1986 Ver.2
Wake County, North Carolina
Dear Ms. Karoly:
Mr. Cady has requested our assistance with this Wake Forest project. We are very
familiar with the site since conducting the site assessments in November 2006. We are
submitting the additional information requested from written correspondence on February 8,
2008. We are requesting from NC Division of Water Quality (DWQ) written approval
under Section 401, Clean Water Act, 33 USC 1344. This will assist in compliance with
Nationwide Permit (NWP) 29. We have addressed your included written comments in the
following paragraphs.
1. Please re-submit your site plans on full plan sheets at a scale of no
smaller than 1"=50'.
Please refer to the attached revised site plans
2. Please provide a BMP Supplement Sheet for each proposed best
management practice that will be used on the site.
Please refer to the attached stormwater calculations package.
3. Per the requirements of GC3705, this project must comply with
Stormwater Management Plan Requirements for Applicants Other
than the NCDOT. Please include an SMP that removes a minimum of
85% TSS and 30% TN from the stormwater generated by this project.
For each proposed BMP, please provide a completed BMP
Supplement form, with all the required items.
This project complies with the Stormwater Management Plan
Requirements for Applicants Other than the NCDOT Section a. (SMP
Requirements Where Another State Stormwater Program is in Effect). Please
DWQ 401 Certification &
Neuse R. Buffer Rules Re-Submittal
Richland Ridge Road Extension
February 22, 2008
Page 2of3
refer to the attached February 18, 2008 Town of Wake Forest letter and
approved plans from Eric Keravuori, P.E., Director of Engineering. The attached
plans were approved according to the Richland Creek Watershed requirements
(WS WS-IV) and Neuse River Buffer Rules.
4. Per the requirements of the NRBR, all stormwater drainage from this
site must be discharged through a correctly designed level spreader.
Please refer to C-3, D-6, & D-7 for the location and applicable details of
the level spreaders and bypass devices.
5. Please provide one Level spreader supplement form for each
proposed level spreader
Please refer to the attached stormwater calculations package. Level
Spreaders One & Two have their own supplemental forms.
6. Please locate all of the protected riparian buffers as overlays on the
site plan, clearly showing Zone 1 and Zone 2.
Please refer to plan sheet C-1. The stream bank, Zone 1, Zone 2„ and
100-foot watershed buffer are all shown.
7. This Office believes that the road crossing labeled on the plans as
RC-1 can be bridged to avoid the impacts to the stream. Please
revise the plans to avoid the impacts.
We are requesting that the proposed Richland Ridge Road Extension
remain as the previously planned culvert. A 36-feet x 55-feet bridge would
increase the stream crossing cost approximately $250,000. This would create
significant economic hardship on this 30-lot project.
8. In Section V of the PCN you state that there are no future plans for
the site. However, on plan sheet C-3A, you show a future box
culvert. Please revise your plans to show all proposed future
impacts.
DWQ 401 Certification &
Neuse R. Buffer Rules Re-Submitta
Richland Ridge Road Extension
February 22, 2008
Page 3 of 3
The Town of Wake Forest has requested us to stub-out Holding Avenue
in its current location in accordance with the attached Transportation Plan. Since
the entire stream area is located on the westerly-adjacent property, applicable
permits will be attained by the designated party (i.e., developer, town, etc.).
If you should have questions or require additional clarification please contact me at
844-7437 (office), 749-8259 (cell) or email: [e-mail]. We would
appreciate this notification and the potential opportunity to speak with your staff.
Sincerely,
Keller Environmental, LLC
Z "e"
?Xx
Jay Keller
Principal
Cc: Daryl Cady; LaScala Associates, LLC; 123 S. White St., Wake Forest, NC 27587
Jamie Shern; USACE Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Suite 105, Wake Forest, North Carolina 27587
Attachments:
• February 4, 2008 DWQ Request for More Information letter
• January 25, 2008 Stormwater Calculations Package
• February 18, 2008 Town of Wake Forest letter
Tranepofatton plan
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Other Informoyon
Town of 'No so Forest
via" county, 140m Carol na
May 2003
I 1 1:1 eQLaa 1 ,.0: feel
February 18, 2008
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: August 20, 2007 Memorandum from Coleen H. Sullins and The Registry at Bennent
Park
To Whom It May Concern:
The Registry at Bennett Park has been approved by the Town of Wake Forest
Engineering and Planning Department. It meets the Richland Creek Watershed
requirements (WS WS-IV) as well as the Neuse Buffer Rules. The Master Plan was
approved in June 2007, which was prior to the Town of Wake Forest's Phase II
Stormwater Ordinance.
If you have any further questions, please feel free to contact me at 919-554-6122.
Sincerely,
Eric Keravuori. P.E.
Director of Engineering
Town of Wake Forest
ekeravuori ayakeforestnc.gov
919-554-6122
401 Elm Avenue • Wake Forest. NC 27587-2932
Phone: [phone] • Fax: [phone] • www.wakeforestnc.gov
Wake Forest
North Carolina
?0'F ? A T??Q Michael F. Easley, Governor
_? ?i William G. Ross Jr., Secretary
? ? North Carolina Department of En?•irunment and Natrtral Resources
? ?
? -? Coleen H. Sullins, Director
Division of Water Quality
February 4, 2008
DWQ Project # 07-1986, Ver. 2
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
La Scala Associates, LLC
123 S. White Street
Wake Forest, NC 27587
Subject Property: Richland Ridge Road Extension
Ut to 12ichlarad Creek {030402, 27-21-(O.5), C, NSW]
REQUEST FOR M(URE INFORMATION
Dear Sir or Madam:
On January 28, 2008, the Division of Water- Quality (DWQ) received your application dated November
20, 2007, to fill or otherwise impact 1.46 linear feet of perennial stream and 8,465 square feet of Zone 1
Meuse River basin protected riparian buffers and 4,484 square feet of Zone 2 Meuse River basin protected
riparian buffers to construct the proposed residential subdivision. The DWQ has determined 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 wetlands and/or
streams on the subject property. Therefore, unless we receive five copies of the additional information
requested below, we will have to move toward denial of your application as required by 1 SA NCAC 2H
.0506 and will place this project on hold as incomplete until we receive this additional information.
Please provide the following information so that we may continue to review your project.
Additional Information Requested:
I . Please re-submit your site plans on full plan sheets at a scale of no smaller than 1 "=50'.
2. Please provide a BMP Supplement Sheet for each proposed best management practice that will be
used on the site (including both worksheets, Design Summary and Required ltems Checklist), as
well as all of the required items_ The BMP Supplement Forms are available on the DWQ web
site at: http:f/h2o.enr.state_nc_us/su/bmp forrns.lztm.
3. Per the requirements of GC 3705, this project must comply wiih .Stor-nztivater- Mancrgenzent Plarz
(SMP) Requirerrzerzts for ?lppliccrnts Other Than the North CaroZincr Department of
Trarzspor-tcrteorz, available at:
http://h2o. enr. state.ne. us/ncwetlands/documents/SMPRequirementsforAPplicantsotl>erthanNCDG
T.pdf. Please include an SMP that removes a minimum of 85 percent TSS and 30 percent TN
fi-om the stormwater generated by this project. For each proposed BMP, please provide a
completed BMP Supplement Form, with all the required items. The BMP Supplement Forms are
available at the following web site: hitp;//h2o.enr.state.nc.us/su/bn?p fortns.httn.
401 Oversight2xpress Review Permitting Unit
1650 Mail Service Center, Raleibh, North Carolina 27699-1650
2321 Crabtree I3aulevard, Suite 250, lialeigh, North Carolina 27604
Phone: [phone] / PAX 919-733-6893 / Internet: htto://h2o.cnr.statc.nc.us/nc?i•etlands
North Catalina
JV<ati<r<z!!J
An Edua1 Opportunity/Afiirn?ative Aetion Employer - - 50% Recycled/1 O% Post Consumer Paper
La Scala Associates, LL.C
Page 2 of 2
Feba-uary 4, 2Q07
4. Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage from this site
must be discharged through a coa-rectly designed level spreader. Level spreader design
requirements are set forth in Chapter 8 of the North Carolina Storn?water BMP Manttal, available
at: blip://h2o.enr-.state.nc.us/su/bmp forms.htm
5. Please provide one Level Spreader Supplement Form for each proposed level spreader, available
at: http://h2o.cnr-.statc.nc.us/stv'l?tnp fortns.htm. Please include the Required Items checklist and
all items listed therein.
6. Please locate all of the protected riparian buffers as overlays on the site plan, clearly showing
lone 1 and 7.one 2.
7. This Office believes that the road crossing labeled oli the plans as RC-1 can tie bridged to avoid
the impacts to the stream. Please revise the plans to avoid the impacts.
8. In Section V of the PCN you state that there are no fitttu•e plarzs for the site. IIowever, on plan
sheet C-3 A, you show a future box culvert. Please revise your plans to shoe all proposed future
impacts.
Please submit this irifortnation within 30 calendar days of the date of this letter. If we do not receive this
requested information within 30 calendar clays of the date of this letter, your project will be withdrawn
and you will need to reapply with a new application and a new fee.
"1`his letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Ylease be aware that any intpacts t-equesteci withal your application are not
authorized (ati this time) by the DtiVQ. Please call Ms. Cyndi Karoly or Mr. Ian IVIcIvI_illa,,JJ??? at 91 9-733-
1 786 if you have any questions regarding or would like to set up a meeting to discuss tlfhs-matter.
? ?. ?
S ??eer?ly, eft
??,?_? ??
?`? Cyndi Kari?ly, Supervisor
`? ? 401 Oversight/Fxpress Review Pernzittit?g Unit
3f f.
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CBK/ijns ??
cc: Lauren Witherspoon, D'W'Q Raleigh Regional Office
USACE Raleigh Rcgttlatoty Field Office
File Copy
Central Files
Michael Allen, Mull<e_v Engineers and Consultants, 6750 Tryon Road, Cary, NC 275 1 S
071956 Vcr2Ricltlnndtt idgeRc?adr??ct(Wal:e)C?n_Heild
M U 1-KEY
t- tad LS ! i'-S i- L: [-! b _._ L:; C7 .--.! B i.1 l_?i ,4 N -i? 65
San llai?" ?.7? ?nncg
The Registry at Bennett Park
Checklist
Calculations
CUperation and ??Iaintenance agreement
Pictures
Engineer's Statcn?ent: I?.IuLl?e?? Engiieers ?.zrill monitor the Contractor's iistallation of the level
spreaders to ensure that they- are iu?stalled ii accordance «rith the desigxi calculations and construction
dra?viigs and that the entire drainage area is stabilized. If the le1?e1 spreaders are installed correctlti-,
then based on the desigtz rcc3uiv-ements and guidance produced b5- Dtt'C?, they- should operate as
desigci.
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M LILK EY INC. 6'750 TRYON ROALI CARP. NC 2?J51 1 PO BOX 3312') RA1.>-1rF-1. NC 2'J636 PH: 919-B?1-1912 FAX: 919-©S1-191f3 ?vW W. MIJLKEYIN C. CF]M
Please indicate the page or plan sheet numbers where the supporting documentation can be fiound. An incomplete submittal package will
result in a request for additional information. This will delay final review and approvaG of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
`tia Sheet t?lo.
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1. Plans (1°' - 50' ar larger) of the entire site showing:
- Design at ultimate build-out, ?`?E"-•-??-
- Off-site drainage (if applicable), c+?uc? ?..? orvS
- Delineated drainage basins (include Rational C coefficient per basin), ?.t??oVLn.-+-to?S
- Forebay (if applicable), ? D-tom
- High flow bypass system, D - ?
- Ivlair?tenance access, C- 3.4
- Recorded drainage easement and public right of way (ROW), and ? PI..?TS Ha?E NoT s3E?1.? ??*Q?-t'??
- Boundaries of drainage easement. ? D"`?'
2. Plan details (1" = 30' or larger) for the level spreader showing:
? -Forebay (if applicable), ?-Co
- High flow bypass system, D s ?
-One foot topo lines between the level lip and top of stream bank, C- 3 A
-Recorded drainage easement, and = Q?.T's H..?E .ter csEt?v ? ?^E-oe'?t-p ? ??
- Design at ultimate build-out. ovE?..gl.c_
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable), Q- fo
-? -Level iip, 1V-Cv
- Upslope channel, and ©- Co
- Downslope filter fabric. [?- Co
Uae--c.csu, no.us 4. Adate-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
?i4 LCL'[1{ y7 U,?iS
? o?e? 5. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
??- GP 6. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area Is stabilized.
?4uc+?+-???o? 7. The supporEing calculations.
Cs4L-wc?t(7D?+S 8. A copy of the signed and notarized inspection and maintenance (I&tvi) agreement.
9. A copy of the deed restrickion. ? Pt?? H.tvE ? B???iu 1?E'C oR.0E1p Tb 'D?4"f?-
Form SW40'0-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.3 Part 111, page ? of 1
NCDENR
282,054 ft2
34,540 ft2
0.12
0.43
2.784279814 cfs
min
7.22 inlhr
20.10248882 cfs
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
!_E?V?°. L. ?,t?F?[?!-'?.[????, F=IL`I L?f? -=`i"??i?? r??.f`f, 1?1--:,`i c??f??? FW1??r?.f?l/?,P,! k?tulf?'i=??r ?UI???L Ef??F?t?!`?'
This form must be f!!!ed out, printed and submitted.
The Required Items Checklist (Part !!f) must be printed, R!!ed out and submitted along with al! of the required information.
?1. PROJECT INFORMATION I
Project name The Registry at Bennett Park
Contact name Warren M. Sugg, i?E
Phone number 919-858-'1611
Date January 21, 2008
Drainage area number Drainage #1
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 1 0-yr storm
Peak #low from the 10-yr storm
Where Does the Level Spreader Discharge?
To a bioretention cell?
To a wetland?
To a frlter strip or riparian buffer?
Other (specify}
Filter Strip or Riparian Buffer Characterization {if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer '°Y" to one of the following:
Length based on the 1 inlhr storm?
Length based on the 1 O-yr, 24-hr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Length of the level lip
Are level spreaders in series?
{Y or N)
{Y or N)
Y (Y or N) ? ??c?a ? ,i i??'= r ++-er s:lil_u r.'?a ?? .r;- Icn is-.?...
'op ?? A rE9
O? PC-
? C
> ti
H c
ft
200 ft
ft
200 ft
4
N (Y or N} OK
86 sq ft dK
13 ft/cfs
Y (Y or N)
(Y or N)
(Y or N)
3.4 cfs
Y (Y or N) ??:?
45 ft ! r-.= ? _ ,- .nr `-ra_ to •'?<<.
N (Y or N)
Form SW401-Level Spreader, Filter Strip, Restored Riparian Bufie r-Rev.3 Parts I. and II. Design Summary, page ? of 2
Method for Sizing Trapezoidal Chan nets
Project Names Bennett
Operator: wms
Job Number: 2006280.00
Date: 1/22/2008
Channel: Bypass Channel for Level Spreader #1
Description: 10-yr Design
Design Parameters =_> Cited tables and figures are from "NC Erosion & Sediment Control Planning and Design Manual"
Peak Flow, Q = 17.00 CFS
Channel Lining = Ri p Rap
Max. Permissible Velocity, V,,,ax = 4.0 FPS (Table 8.05x)
VR = 2.02 for use in Figure 8.05c
Manning's Roughness Coefficient, n = 0.02 from Figure 8.05c, using Retardance Classification "'C"
Longitudinal Slope of Channel, s = 0.040 FT/FT
Bottom Width, B = 4 FT
Horizontal Side Slopes, M = 3 FT
design channel depth, d = 1.3 FT
normal water depth, dr, = 0.7 FT
Channel Physical Calculations =_>
Cross-Sectional Area, A = 4.27 SF
Wetted Perimeter, P = 8.43 FT
Hydraulic Radius, R = 0.51 FT
Find Normal Depth =_>
Zreq = 1.141
Zav = 2.714 OK
Change values of B, M, and d until Zreq - Zav
Calculate Velocity =_?.
Calculated Velocity, V = 3.98 FPS
Check to make sure V is less than V_ OK
Check Freeboard Need at least 6" of freeboard
Freeboard, df = 6.60 in
OK
OF ?V?A TE/?
NCDENR (( ???
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
??V??l, ?l`'I-..?=,??.1-?[=`? ?I? i ??f. 'I ?:ll . /?,[?'Ca E<i ?'I"C?t?L?f"7 }Elf°°?.f?I.??.G?! ????I???? ?Uf?l'?[?f?Ct?il?:I?-?u
This form must be filled out, printed and submitted.
The Required Items Checklist (Part l!l) must be printed, filled out and submitted along with aA of the required information.
I. PROJECT INFORMATION
Project Warne The Registry a[ Bennett Park
Contact name Warren M. Sugg, PE
Phone number 919-858-1811
Date January 21, 2008
Drainage area number _ Drainage #2
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow fram the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area
Impervious surface area
Percent impervious.
Rational C coefficient
Peak flow from [he 1 inthr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 1 O-yr storm
Where Does the Level Spreader Discharge?
To a bioretention cell?
To a weNand?
To a filter strip or riparian buffer?
Other (specify)
51,841 ftz
21,289 ftz
0.41
0.59
0.702162305 cfs
min
7.22 inlhr
5.069611841 cfs
(Y or N)
(Y or N)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass ft
Width of dense ground cover ft
Width of wooded vegetation 80 ft
Total width 80 ft
Slope (from level lip to to top of bank) 6
Are any draws present? N (Y or N) _,.
Level Spreader Design
Forebay surface area 41 sq ft
Feet of level lip needed per cfs 65 ft/cfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm? Y (Y or N)
Length based on the i0-yr, 24-hr storm? (Y or N)
Length based on the BMP discharge rate? (Y or N)
Design flow 0.7 cfs
Is a bypass device provided? Y (Y or N}
Length of the level Gip 65 ft
Are level spreaders in series? N (Y or N)
Form SVV40?-Leve9 Spreader, Filter Strip, Restored Riparian Buffer-Rev.3 Parts I. and IL Design Summary, page 1 of 2
Method for Sizing Trapezoidal Channels
Project Name: Bennett
Operator: wms
Job Number: 2006280.00
Date: 1122/2008
Channel: Bypass Channel for Level Spreader #2
Description: 10-yr Design
Design Parameters =_> Cited tables and figures are from "NC Erosion & Sediment Control Planning and Design Manual"
Peak Flow, Q = 4.30 CFS
Channel Lining = Ri p Rap
Max. Permissible Velocity, V,,,ax = 4.0 FPS (Table 8.05x)
VR = 1.03 for use in Figure 8.05c
Manning's Roughness Coefficient, n = 0.02 from Figure 8.05c, using Retardance Classification "C"
Longitudinal Slope of Channel, s = 0.040 FT/FT
Bottom Width, B = 1 FT
Horizontal Side Slopes, M = 3 FT
design channel depth, d = 1.0 FT
normal water depth, d„ = 0.5 FT
Channel Physlcal Calculations =_>
Cross-Sectional Area, A = 1.25 SF
Wetted Perimeter, P = 4.16 FT
Hydraulic Radius, R = 0.30 FT
Find Normal Depth =_>
Zreq = 0.288
Zav = 0.561 OK
Change values of B, M, and d until Zreq - Zav
Calculate velocity =_>
Calculated Velocity, V = 3.44 FPS
Check to make sure V is less than V_,. OK
Check Freeboard =_> Need at least 6" of freeboard
Freeboard, df = 6.00 in
OK
LEVEL SPREADER SYSTEM OPERATION AND MAINTENANCE AGREEMENT (1/2007)
A level spreader system includes: a forebay, diverter box, level spreader, riparian buffer/vegetated filter strip,
and flow bypass channel.
Name of Project: The Registry at Bennett Park
Address: Intersection of West Holding Avenue and Richland Ridge Drive
Maintenance activities shall be performed as follows:
MAINTENANCE ACTIVITY FREQUENCY
Post-construction monitoring-inspect for vegetation, Check after every heavy rainfall for first 6 months
settlin ,erosion, or concentrated flow. followin construction.
Inspect ?iverter Box and clean and/or make repairs. Once a month and after heavy rainfalls/storms.
Look for:
• Clogged inlet or outlet pipes.
• Trash/debris in the box.
Inspect Forebay + Level Spreader. Clean and/or Once a month and after heavy rainfalls/storms.
make repairs. Look for:
• Sediment in forebay and along level spreader
lip;
• Trash and/or leaf buildup.
Scour, undercutting of level spreader.
• Settlement of level spreader structure (no
longer level; you see silt downhill below level
spreader).
• Fallen trees on level spreader.
• #57 stone washin downhill.
Inspect the Riparian Buffer and the Bypass Swale Once a month and after heavy rainfalls/storms.
and make repairs as needed'. Look for:
• Damaged turf reinforcement or riprap rolling
downhill.
• Erosion within the buffer or Swale.
• Concentrated flows downhill of level
s reader-look for ullies or sediment flows.
Mow grass to a 6" height. As needed during growing season.
Remove any weeds/shrubs growing on level spreader Once a year.
or in swale.
LEVEL LOCATION ON SITE (DESCRIBE) HOW WILL IT BE ACCESSED?
SPREADER NO.
1 North end of Richland Ridge Road between 20' Storm drainage Easement
Lots 15 and 16
2 West end of Registry Court, between Lots 29 20' Storm Drainage Easement
and 30
? NOTE: Colltact NC Division o#' Water Qu?Ilify, 401/'V'vctlanc3s Unit at 919-733-17SG 13ENO12F, airy ;vorl{
lIi Protected Riparian $ilffers.
Page 1 of 2
01 f 24f 2008 16: 00 91 9562681 6 CADti' CONSTRUCTIOP?I PACE 0.?f 03
acknowledge andl agree by rz?y signature below that I am responsible fc?r the perfiormance of tF1e maintenance
pr8cedures listed ?bov?. I agree to notify DWQ of any problems with tine system or prior to any changes to
the system or res?onsibla party..
Print name: ?ar? f Cad
Title: C?w,?aer -
Address: 7235. 1!llhite Stn?et 1f10ake Forest N+
l?harle_ 91 P 5132-OQ?O
Signature_ 'C a ??' `'? ??-?
Note: Tt?e legally i'7?spansiblo party sitiouEd not be a homeowners association unless mare than ?O°/v of the
?t?tatts??I-?ave• behen1 sold.
I. - S„?lt?Y???4i`i?-j> t-- 'e? a Notaryr Putafic for tRe Ste#e of -? V l .
Cauntyr of ?}?K-?_? do hereby cer#ify #I-?at -????..1? V:.9, CczC'??
persortafiy appearetd before me this ??J?,r ___ day of _l,c?x.rL?Q?i ? ? ?c.'t-`??? and aak?ovrrledga the due
execution of the fc?rfgairPg level spr?adar maintenance requren?e?nts_ 1Nitness my hand and official seal,
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SFAr_ My cntrrnission expiros_ l?-?_La--G?`?
Page 2 pf 2
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