20081121 Ver 2_Stormwater Info_20111118

Summey Engineering Associates, PLLC
Engineer�ng • Land Plann�ng • Consultmg
P O Box 968
Asheboro,NC 27204
hone 336 328-0902 • Fax [phone] `
D ��c�ad� p
Novcmber 17 2011
NOV 1 � 2011
Re Diamonds Keep Subdivision
DENR WATERQUALITY Permrt Modification
WETLANDSANDSTORM�NATER9I�NCN DWQ# 08 1121
Randolph County NC
SEA Job No E 1524
Ms Annette Lucas PE
North Carolma Division of Water Qualrty
Wetlands& Stormwater Unrt
512 North Salisbury Street
Raleigh North Carolma 27604
Dear Ms Lucas
Please find enclosed two(2) completed permit modification applications for the revision
of two(2) wet detention ponds on this pro�ect
For some history to explam the need for this modification or revision when the bad
economy hit in 2008 it slowed the developer down on the work The bank wanted the
developer to go ahead and build 2 houses in the development so he did One lot was
located m a dramage basin that did not need a BMP the other was not When the
possibility came to sell the home the developer had a contractor come and complete the
two detention ponds When the work was completed we had the survey done for
certification and found out the contractor had modified the existing sediment traps m the
wrong location and were not even close to the correct size We met on site to try to
figure out a way to modify what was there and save all we could We can save some but
not much
Should you have any questions or comments or need additional mformation please do
not hesitate to call or email me
Very Truly Yours
Summe Engineermg ssociates PLLC
H Mack Summey Jr PE
HMSJ/hms�
c Mr Gary Whrte Diamond W Builders LLC
File

DWQ USE ONLY
Date Received Fee Paid Permit Number
4l� - 1 l �.. 1 V 2..
Apphcable Rules ❑Coastal SW-1995 ❑Coastal SW-2008 ❑ Ph II Post Construchon
(select all that appl�) ❑Non Coastal SW HQW/ORW Waters ❑ Uruversal Stormwater Management Plan
❑Other WQ M mt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION '"' 'M
This fornz may be photocopied for use as an ongino�—'� }
I GENERAL INFORMATION � ' �
�
1 Pro�ect Name(subdivLSion fac�lity or estabhshment name sl �� , ame on plans
spec�ficahons letters operahon and maintenance agreements �
Diamonds Keep Subdivision �
� � �
2 Locahon of Pro�ect(street address) �
10023 Archdale Road \\ ,
City Truuty County Randol�h ` ,,�v`�
3 D�rechons to pro�ect(from nearest ma�or intersechon)
From Ralei�h take I 85 South toward Charlotte,take Highway 62 Exit�
Go East to Hwy 311 turn left then right onto Archdale road,development on Left about 7 miles out of town
4 Latrtude 35 51 42 N Longitude 79 55 54 W of the main entrance to the pro�ect
II PERMIT INFORMATION
1 a Specify whether pro�ect�.s(check one) ❑New �Mod�ficahon
b If th�s applicahon is being submitted as the result of a modificahon to an ex�strng permit hst the ex�shng
permit numberDWQ 08 1121 its issue date(�f known) ,and the status of
constructron ❑Not Started ❑Parhally Completed* ❑Completed* *provide a designer s certificahon
2 Specify the type of pro�ect(check one)
�Low Density ❑High Density ❑Drau�s to an Offsite Stormwater System ❑Other
3 If this apphcahon�s being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit applicahon hst the stormwater pro�ect number �f
assigned and the previous name of the pro�ect �f d�fferent than currently
proposed
4 a Additronal Pro�ect Requirements(check apphcable blanks utformahon on requ�red state permits can be
obtained by contachng the Customer Service Center at 1 877 623 6748)
❑CAMA Ma�or �Sedimentahon/Erosion Control ac of DLSturbed Area
❑NPDES Industrial Stormwater �404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Pro�ect Name Pro�ect/Permit Number
�ssue date and the type of each permit Diamonds Keep S/D Land Quahty Permit
Issue Date Prior to Z008 Obtauted 401 404 ermit DW #08 1121
� �V�� V fl
NOV 1 � 2011
DENR WATERIIUALITI'
Form SWU 101 Vers�on 07Ju1y2009 Page 1 of 6 WE�W'1��ST����M

III CONTACT INFORMATION
1 a Prmt Apphcant/ Sigrung Official s name and htle(spec�fically the developer property owner lessee
designated government official individual etc who owns the pro�ect)
Apphcant/Orgaruzahon Diamonds Keen,LLC
Signutg Official&Title Mr Reece White,Partner
b Contact uiformahon for person hsted in item 1a above
Street Address 9814 US Hwy 311
City Archdale State NC Zip 27263
Mailing Address(if applicable)9814 US Hwy 311
City Archdale State NC Zip 27263
Phone (336 ) 434-4440 Fax (336 ) 434 3453
Email reecediamond�triad rr com
c Please check the appropriate box The apphcant hsted above�s
�The property owner(Skip to Contact Informahon item 3a)
❑ Lessee*(Attach a copy of the lease agreement and complete Contact Informahon item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Informahon item 2a and
2b below)
�Developer*(Complete Contact Informahon item 2a and 2b below)
2 a Print Property Owner s name and htle below �f you are the lessee purchaser or developer (This�s the
person who owns the property that the pro�ect�s located on)
Property Owner/Orgaruzahon Diamonds Keep,LLC
Sigrung Official&Trtle Reece White,Partner
b Contact ulformahon for person l�sted in item 2a above
Street Address 9814 US Hwy 311
City Archdale State NC Zip 27263
Mailutg Address(tf applicable)same as above
City State Zip
Phone (336 ) 434-4440 Fax (336 ) 434 3453
Email reecediamondQtriad rr com
3 a (Optronal)Prmt the name and htle of another contact such as the pro�ect s constructron superv�sor or other
person who can answer questrons about the pro�ect
Other Contact Person/Orgaruzatron H Mack Summe�Jr.PE/Summey Engineering Associates
Sigrung Official&Title H Mack Summey,Tr,ProJect Engineer
b Contact ulformahon for person hsted in item 3a above
Mailmg Address PO Box 968
City Asheboro State NC Zip 27204
Phone (336 ) 328 0902 Fax �336 ) 328 0922
Email mackQasheboro com
4 Local�ur�sdichon for bu�ld�ng permits Randolph County
Pomt of Contact Paxton Arthurs Phone# (336 � 318 6366
Form SWU 101 Vers►on 07Ju1y2009 Page 2 of 6

IV PROJECT INFORMATION
1 In the space provided below brieflv summarize how the stormwater runoff will be treated
Stormwater w�ll be treated thru 4 wet detentuon ponds&two sand filters strategicall�located on site to treat
runoff See attached plans for details and deluieahon maps
2 a If claiming vested rights idenhfy the supporhng documents provided and the date they were approved
�Approval of a Site Spec�fic Development Plan or PUD Approval Date
❑Vahd Buildutg Permit Issued Date
❑Other Date
b Idenhfy the regularion(s)the pro�ect has been designed in accordance with
❑Coastal SW-1995 �Ph II-Post Construchon
3 Stormwater runoff from thLS pro�ect drauls to the Yadkin River basu�
4 Total Property Area 122 acres 5 Total Coastal Wetlands Area 0 acres
6 Total Surface Water Area 0 acres
7 Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Pro�ect
Area 122 acres
Total project area shall be calculated to exclude the followmg the normal pool of impounded structures the area
between the banks of streams and nvers the area below the Normal Hi h Water(NHIM lme or Mean Hrgh Water
(MHiN)lrne and coastal wetlands landward from the NHW(or MHI�lme The resultant pro�ect area is used to
calculate overall percent butlt upon area(BLIA) Non coastal wetlands landward of the NHW(or MHIM ltne may
be included m the total pro�ect area
8 Pro�ect percent of unpervious area (Total Impervious Area/ Total Pro�ect Area)X 100 =22 62 %
9 How many drainage areas does the pro�ect have? 2 (For high density count 1 for each proposed
enguleered stormwater BMP For low density and other pro�ects use 1 for the whole property area)
10 Complete the following ulformahon for each drainage area idenhfied m Pro�ect Informahon item 9 If there
are more than four dramage areas m the project attach an addit�onal sheet with the utformatron for each area
provided in the same format as below
Basm Informatron Drauta e Area 1 Draina e Area 2 Drauta e Area Draina e Area
Receiving Stream Name Caraway Creek Caraway Creek
Stream Class * C C
Stream Index Number* 13 2 3 2 13 2 3 2
Total Dramage Area(s� 691732 1011898
On site Drauiage Area(s fl same 1011898
Off site Drainage Area(s� 0 0
Pro osed Im ervious Area�* s 203 860 8 242629
% Im ervious Area** total 29 44 23 97
Im ervious""Surface Area Drama e Area Drauia e Area Drauia e Area Draina e Area
On site Buildings/Lots(sfl 111 513 6 � 148 539
On site Streets (s� 52272 94525
On srte Parkmg (s� 0 0
On site Sidewalks (s� 0 0
Other on site (sfl 0 0
Future(s fl 0 0
Off site (s� 0 0
Ex�shng BUA***(s fl 0 0
Total (s� 163 785 243 064
Stream Class and Index Number can be defermmed at http//h2o enr state nc us/bims/reports/reportsWB html
Impervious area is defined as the built upon area mcluding but not Irmtted to 6uildtngs roads parking areas
sidcwalks gravel areas etc
Form SWU 101 Version 07Ju1y2009 Page 3 of 6

Report onl�that amount of existmg BUA that will rematn affer development Do not report an�existing BUA that
ts to be removed and which will be replaced b�new B UA
11 How was the off srte unpervious area hsted above determined7 Provide documentahon From
drainage basin deluteahon from CAD file
Pro�ects m Un�on Countv Contact DWQ Central O�ce sta�to check rf the pro�ect rs located wtthrn a Threatened&
Endangered Spec�es watershed that may be sub�ect to more strtngent stormwater reguirements as per NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The apphcable state stormwater management permit supplement and operahon and maintenance(O&M)forms
must be submitted for each BMP spec�fied for th�s pro�ect The latest versions of the forms can be downloaded
from http //h2o enr state nc us/su/bmp_ forms htm
VI SUBMITTAL REQUIREMENTS
Only complete applicahon packages will be accepted and reviewed by the Division of Water Quality(DWQ)
A complete package includes all of the items listed below A detailed applicahon instruction sheet and BMP
checkhsts are available from http //h2o enr state nc us/su/bmp_forms htm The complete application
package should be submitted to the appropriate DWQ Office (The appropriate office may be found by locahng
pro�ect on the interachve onlute map at http //h2o enr state nc us/su/msi_mavs htm)
Please indicate that the following requ�red ulformahon have been provided by�rutrahng m the space provided for
each item All original documents MUST be signed and uuhaled ir►blue ink Download the latest versions for
each submitted application package from http//h2o enr state nc us/su/bmp_forms htm
Imha
1 Onginal and one cop�of the Stormwater Management Permit Apphcahon Form
2 Onginal and one cop�of the signed and notarized Deed Restrichons&Protechve Covenants M�..
Form (rf requtred as per Part VII belaw)
3 Onginal of the apphcable Supplement Form(s)(sealed,si�ned and dated)and O&M __v_��
agreement(s)for each BMP
4 Permrt apphcahon processmg fee of$505 payable to NCDENR (For an Express review refer to
http//www envhelp org/pages/onestopexpress htrnl for utformatron on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
addihonal uiformahon and to schedule the requ�red apphcahon meehng) ��
5 A detailed narrahve(one to two pages)describing the stormwater treatment/managementfor
the pro�ect ThLS Ls required in addihon to the brief summary provided in the Pro�ect
Informahon item 1 �
6 A USGS map idenhfyuig the site locahon If the receiving stream Ls reported as class SA or the �_
receiving stream drains to class SA waters within'/z mile of the site boundary ulclude the'h
m�le radius on the map +,,,n
7 Sealed signed and dated calculahons l►'�'47
8 Two sets of plans folded to 8 5 x 14 (sealed signed &dated) includutg
a Development/Pro�ect name
b Engineer and firm
c Locahon map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g RevLSion number and dates
h Idenhfy all surface waters on the plans by dehneahng the normal pool elevahon of
impounded structures the banks of streams and rivers the MHW or NHW lule of hdal
waters and any coastal wetlands landward of the MHW or NHW lules
• Dehneate the vegetated buffer landward from the normal pool elevahon of unpounded
structures the banks of streams or rivers and the MHW(or NHW)of hdal waters
i Dimensioned property/pro�ect boundary with bearings&distances
� Site Layout with all BUA identified and dunensioned
k Exisfing contours proposed contours spot elevahons fuushed floor elevahons
1 Details of roads drautage features collechon systems and stormwater conirol measures
m Wetlands dehneated or a note on the plans that none exist (Must be dehneated by a
quahfied person Provide documentahon of quahficahons and idenfify the person who
made the determinahon on the plans
n Exishng drainage(mcludmg off site) drainage easements pipe sizes runoff calculahons
Form SWU 101 Version 07Ju1y2009 Page 4 of 6

o Drainage areas deluieated(included in the mam set of plans not as a separate document)
p Vegetated buffers(where requ�red)
9 Copy of any apphcable soils report with the associated SHWT elevahons(Please identrfy !'k-.�
elevahons in addihon to depths)as well as a map of the boring locahons with the ex�shng
elevatrons and borutg logs Include an 8 5 x11 copy of the NRCS County Soils map with the
pro�ect area clearly deluleated For pro�ects with u►filtrahon BMPs the report should also
include the soil type expected utf�ltrahon rate and the method of determining the ulf�ltratron rate
(Infiltration Devices submitted to WiRO Schedule a stte visit for DWQ to venfij the SHW'T pr-ior
to submtttal [phone])
10 A copy of the most current property deed Deed book ��_Page No �� /�
11 For corporatrons and lunrted hab�ty corporahons(LLC) Provide documentahon from the NC ntS
Secretary of State or other official documentatron which supports the htles and positrons held
by the persons hsted in Contact Informahon item 1a 2a and/or 3a per NCAC 2H 1003(e) The
corporahon or LLC must be hsted as an act�ve corporatron�n good standing with the NC
Secretary of State otherwise the apphcat�on will be returned
http//www secretary state nc us/Corporahons/CSearch a�x
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdroisions outparceLs and future development the appropriate property restrichons and protectrve
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocahons vary a table hshng each lot number lot size and the allowable built upon area must be provided
as an attachment to the completed and notarized deed restrichon form The appropriate deed restrichons and
protechve covenants forms can be downloaded from
htt�//h2o enr state nc us/su/bm� forms htm#deed restrictions Download the latest versions for each submittal
In the u�stances where the apphcant is d�fferent than the property owner it is the responsibihty of the property
owner to sign the deed restrictrons and protechve covenants form while Ehe appIicanE is responsible for ensuring
that the deed restrichons are recorded
By the notarized signature(s)below the permit holder(s)cerhfy that the recorded property restrictions and
protechve covenants for this proJect if required shall include all the items required in the permit and listed
on the forms available on the website that the covenants will be binding on all parties and persons claiming
under them that they will run with the land that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Apphcant Complete th�s sechon�f you w�sh to designate authority to another individual and/or firm(such as a
consulhng engineer and/or firm)so that they may provide utformahon on your behalf for thLS pro�ect(such as
address�ng requests for addihonal ulformahon)
Consulfing Engmeer H Mack Summey,Tr,PE
Consulhng F�rm Summey Enguteering Associates,PLLC
Mailuig Address PO Box 968
City Asheboro State NC Zip 27204
Phone �336 ) 328 0902 Fax �336 ) 328 0922
Ema�l mack@asheboro com
IX PROPERTY OWNER AUTHORIZATION (if Contact Informahon ttem 2 has been filled out complete this
sechon)
I (pnnt or t��pe n�me of person listed in Contact Informatton item 2a) ,cerhfy that I
own the property idenfihed m this permit apphcahon and thus give permission to (pnnt or h,/pe name of person
listed m Contact Information item 1a) with (pnnt or type name of orgamzahon listed m
Contact Information item 1b) to develop the pro�ect as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal which inatcates the
party responsible for the operahon and maintenance of the stormwater system
Form SWU 101 Version 07Ju1y2009 Page 5 of6

As the legal propert} oh ner I acknoH ledge understand and agree by my scgnature beEo� thaE�F my designated
agent(ent�ty I�sted�n Contact Informatton ttem 1)dissalves thetr company and/or cancels or defaults on the�r
[ease agreement or pending sale respons�b�lity for compliance K�th the DWQ Stormwater permit reverts Uack to
me the property oH ner As the property o�ner �t�s my responsib�lity to nohfy DWQ immedcatel} ���d submit a
tompleted Name/OH nership Change Form H ithin 30 days otherw�se I H ill be operahng a stormwater h eatment
faal�ty H ithout a val►d perm�t I understand that the operahon of a sEormwater treatment fac�l�ty w�thout a val�d
permit is a vtolat�on of NC General Statue 1-�3-275 7 and may result m appropriate enforcement act�on includmg
the assessment of c�v�l penalt�es of up to$25 000 per day pursuant to NCGS 143 215 6
Signature _�%`-'�^--- (���� Date �� '- ( 7� � �
1 Ta�n Qre��a Notary Publu for the State of �lo�`�'�-�. �e���o•-.CounEy of
�S�,/�_ do hereb� certcfy d�at Reece ��► � personally appeared
before me th�s�day of N9 ven��,_ao 11 ,and acl�n �ti ledge �e d e ecuhon of the appl�cahon for
a stormwater pernut W�tness my hand and ofhc�al seal __ _ 5o�i���_� �es
SEA[.
JOHN BRETT SIDES
Notary Pubbc North Carolina
Forsyth Cou
My c«im�eabn� a0 1
My comni�ssion erp�res 7 �d j�
X APPLICANT S CERTIFICATION
I (+�lritt ot h�F�c r�n��t�n/'E}arsar lrst��i i►i Cnute�t!n(ornrnhnii �t��112) ��PC-e w ����
cerhfy that the information uuluclecl on th�s permit application form�s to the best of my kno��lecige correct and
that the proJect r�ill be constructed in conformance with the ap�roved plans that the requ�recl deeei reslr�ctions
and protechve covenants K dl be recorded and that the proposed proJect compl�es w�th the requiremenks of the
applicable stormwater rules under 15A NCAC 2H 1000 SL 2006 2�6(Ph II- Post Construchon}or SL ZQ08 277
Signa re � ���U� Date l�' �7 � � �
I _�� e a Notary Pubtic for the State of !�+6�_ Cu/DI�.,a Count} of
__�/'S�-�� do hereby certify that VieeC.� �� � personalty appeared
before me th�s�day of /VOVCM�/` �J and toH led e Eh d execution of the applicat n for
a storm«ater perm�t W�tness m� hand and offictal seal �D�n .S �
SEAL
JOHN BRETT SIDES
Notery Pubqc Norlh CaroAna
Forayth Cou
My cbnmisdon E�hea 7� o (
M� comm�ssion e�p�res _ 7 a0 1 3
Form SWU lOf Ve�sion 07Ju1y2049 Page 6 of6

Permit No
(to be p ov ded by DWQ)
�F W ATF9
��� O= �G
�e� j
r
NCDENR � <
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This fo�m must be filled out pnnted and subm�tted
The Reqwred Items Checklist(Part 111)must be pnnted filled out and submitted along with all of the required informaUon
I PROJECT INFORMATION
Pro)ect Rame Diamonds Keep Subdiwsion
ContaCt person H Mack Summey Jr PE
Phone number 336 328 0902
Date 11/17/2011
Drainage area number 1
II DESIGN INFORMATION
Site Charactenstics
Drainage area 691733(�
Impervious area post-development 164 221 {�
/ impervious 23 74 /
Design rainfall depth 10 in
Storage Volume Non SA Waters
Mirnmum volume required 18156 ft3 OK
Volume provided 20 240 fta
OK volume provided is equal to or in excess of volume reqwred
Storage Volume SA Waters
15 runoff volume ft'
Pre development 1 yr 24 hr runoff ft3
Post-development 1 yr 24 hr runoff g3
Minimum volume required it�
Volume prowded ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow reqwred� N (Y or N)
1 yr 24 hr ramfall depth 2 8 in
Rational C pre-development 0 30(uniUess)
RaUonal C post-development 0 50(unitless)
Rainfall intensity 1 yr 24 hr storm 012 in/hr OK
P�e-development 1 yr 24 hr peak flow 0 58 ft3lsec
Post-development 1 yr 24 hr peak flow 0 96 ft3�s�
PrelPost 1 yr 24 hr peak flow control 0 38 ft3�s�
Elevations
Temporary pool elevaUon 739 60 fmsl
Pennanent pool elevabon 738 00 fmsl
SHWT eleva6on(approx at the perm pool elevaUon) 731 00 fmsl
Top of 10ft vegetated shelf elevation 73815 fmsl
Bottom of 10Ft vegetated shelf elevation 738 00 fmsl Data not needed for calculation option#1 but OK if provided
Sediment cleanout top elevation(bottom of pond) 735 00 fmsl
Sediment cleanout bottom elevation 733 00 fmsl Data not needed for calculation option#1 but OK if provided
Sediment storage provided 2 00 ft
Is there additional volume stored above the state required temp pool� N (Y or N)
ElevaUon of the top of the additional volume fmsl
F m SW401 Wet D t t B R 8 9/17/09 P rt I &II Des gn S mmary P g 1 f 2

Permit No
(to be pro ded by DWQ)
II DESIGN INFORMATION
Surface Areas
Area temporary pool 14 617 ft�
Area REQUIRED pertnanent pool 9131 ft�
SAIDA ratio 132(unitless)
Area PROVIDED permanent pool AP�,�, 10 914�` OK
Area bottom of 10ft vegetated shelf Ab,�,�, 11000�`
Area sediment cleanout top elevaUon(bottom of pond) A�,�d 4 220 ft`
Volumes
Volume temporary pool 20 240 ft3 OK
Volume pertnanent pool VP�,� 22 27p ft3
Volume forebay(sum of forebays if more than one forebay) 5 000 ft3
Forebay /of permanent pool volume 22 5/ / Insu�cient forebay volume
SAIDA Table Data
Design TSS removal 90 /
Coastal SAIDA Table Used� N (Y or N)
MountainlPiedmont SAIDA Table Used� Y (Y or N)
SAIDA raUo 132(unitless)
Average depth(used in SAIDA table)
Calcufation option 1 used�(See Figure 10 2b) Y (Y or N)
Volume permanent pool V��,�, 22 270 ft'
Area provided permanent pool A��,,�, 10 914�`
Average depth calculated 3 00 ft OK
Average depth used in SA/DA d�, (Round to nearest 0 5ft) 3 0 ft OK
Calculation opfion 2 used�(See Figure 10 2b) N (Y or N)
Area provided permanent pool AP�,,,��, 10 914�`
Area bottom of 10ft vegetated shelf A�, h„ 11 000�`
Area sediment cleanout top elevaUon(bottom of pond) A�,��,d 4 220�
Depth (distance blw bottom of 10ft shelf and top of sediment) 3 00 ft
Average depth calculated ft
Average depth used in SAIDA d�, (Round to nearest 0 5ft) ft
Drawdown Calculations
Drawdown through onfice� Y (Y or N)
Diameter of onfice(if circular) 2 50 in
Area of onfice(if non aroular) in2
Coefficient of discharge(Cpj 0 60(unitless)
Dnving head(H) 5 24 ft
Drawdown through wei� N (Y or N)
Weir type (urntless)
Coefficient of discharge(C ) (undless)
Length of weir(L) ft
Dnving head(H) ft
Pre-development 1 yr 24 hr peak flow 0 58 ft3lsec
Post development 1 yr 24 hr peak flow 0 96��5�
Storage volume discharge rate(through discharge onfice or weir) 0 45 ft3�s�
Storage volume drawdown time 3 00 days OK draws down in 2 5 days
Addrtional Information
Vegetated side slopes 3 1 OK
Vegetated shelf slope 10 1 OK
Vegetated shelf width 10 0 ft OK
Length of flowpath to width rat�o 3 1 OK
Length to width raho 2 0 1 OK
Trash rack for overflow&onfice� Y (Y or N) OK
Freeboard provided 10 ft OK
Vegetated filter provided� N (Y or N) OK
Recorded drainage easement provided� Y (Y or N) OK
Capures all runoff at ulUmate bwid-out� Y (Y or N) OK
Drain mechanism for maintenance or emergencies is valve
F m SW401 Wet Detent o Ba n R 8 9117/09 Parts I 8 II Des g S mm ry Page 2 of 2

Permit Number
(to be pro�ed by DWQ)
Dramage Area Number
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on tlus BMP This maintenance record will be kept in a
log in a known set locatron Any deficient BMP elements noted in the inspechon w�ll be
corrected repa�red or replaced immediately These deficiencies can affect the integrity
of structures safety of the pubhc and the removal efficiency of the BMP
The wet detention basin system is defined as the wet detenhon basin,
pretreatment including forebays and the vegetated filter if one is provided
This system (check one)
❑ does � does not incorporate a vegetated filter at the outlet
This system (check one)
❑ does � does not incorporate pretreatment other than a forebay
Important maintenance procedures
- Immediately after the wet detent�on basin is estabhshed the plants on the
vegetated shelf and peruneter of the basin should be watered twice weekly�f
needed unhl the plants become estabhshed(commonly six weeks)
- No porhon of the wet detent�on pond should be ferhhzed after the f�rst uutral
ferhlizahon that is requ�red to estabhsh the plants on the vegetated shelf
- Stable groundcover should be maultauled in the drainage area to reduce the
sediment load to the wet detenhon basin
- If the basuz must be drained for an emergency or to perform maintenance the
flush�ng of sedunent through the emergency drain should be xninirruzed to the
maximum extent practrcal
— Once a year a dam safety expert should ulspect the embankment
After the wet detentron pond is estabhshed it should be inspected once a month and
within 24 hours after every storm event greater than 10 inches (or 15 inches if in a
Coastal County) Records of operahon and maintenance should be kept in a known set
locahon and must be available upon request
Inspechon act�vitres shall be performed as follows Any problems that are found shall
be repaired immediately
BMP element Potential roblem How I will remediate the roblem
The enhre BMP Trash/debris�s resent Remove the trash/debr�s
The perimeter of the wet Areas of bare soil and/or Regrade the soil�f necessary to
detenhon basin erosive gulhes have formed remove the gully and then plant a
ground cover and water unhl it is
estabhshed Provide hme and a
one hme ferhhzer a hcahon
Vegetahon�s too short or too Maintain vegetatron at a height of
lon a roxunatel six inches
Form SW401 Wet Detent�on Basm O&M Rev 4 Page 1 Of 4

Permrt Number
(to be provrded by DWQ)
Dramage Area Number
BMP element Potential roblem How I will remediate the roblem
The inlet device pipe or The pipe is clogged Unclog the pipe Dispose of the
swale sedunent off site
The pipe Ls cracked or Replace the pipe
otherw�se dama ed
Erosion Ls occurring in the Regrade the swale�f necessary to
swale smooth it over and provide erosion
control devices such as reuiforced
turf matfing or riprap to avoid
future roblems with erosion
The forebay Sedunent has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem�f
original design depth for possible Remove the sediment and
sediment storage d�spose of it in a locahon where it
will not cause impacts to streams or
the BMP
Erosion has occurred Provide addihonal erosion
protecrion such as reutforced turf
mathng or riprap�f needed to
revent future erosion roblems
Weeds are present Remove the weeds preferably by
hand if peshcide Ls used wipe it on
the lants rather than s ra in
The vegetated shelf Best professional prachces Prune accordmg to best professional
show that prurung�s needed prachces
to mauttain ophmal plant
health
Plants are dead d�seased or Determine the source of the
dying problem so�ls hydrology d�sease
etc Remedy the problem and
replace plants Provide a one trme
ferhl�zer apphcatron to establ�sh the
ground cover�f a so�l test indicates
it�s necessa
Weeds are present Remove the weeds preferably by
hand if peshcide is used wipe it on
the lants rather than s ra in
The main treatment area Sedunent has accumulated to Search for the source of the
a depth greater than the sedunent and remedy the problem�f
original design sediment possible Remove the sediment and
storage depth dispose of it in a locahon where it
will not cause impacts to streams or
the BMP
Algal growth covers over Consult a professional to remove
50% of the area and control the al al rowth
Cattails phragmites or other Remove the plants by wiping them
�nvasive plants cover 50% of with peshcide(do not spray)
the basin surface
Form SW401 Wet Detent�on Basm O&M Rev 4 Page 2 of 4

Permrt Number
(to be provided by DWQ)
Dramage Area Number
BMP element Potentral roblem How I will remediate the roblem
The embankment Shrubs have started to grow Remove shrubs immediately
on the embankment
Evidence of muskrat or Use traps to remove muskrats and
beaver act�vity is present consult a professional to remove
beavers
A tree has started to grow on Consult a dam safety speciahst to
the embankment remove the tree
An annual inspechon by an Make all needed repa�rs
appropriate professional
shows that the embankment
needs re air �f a hcable
The outlet device Clogging has occurred Clean out the outlet device Dispose
of the sediment off site
The outlet device�s dama ed Re a�r or re lace the oudet device
The receiving water Erosion or other signs of Contact the local NC Div�sion of
damage have occurred at the Water Quahty Regional Office or
oudet the 401 Oversight Urut at 919 733
1786
The measuring device used to deterrrune the sediment elevahon shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments
When the permanent pool depth reads 3 0 feet in the main pond, the sediment
shall be removed
When the permanent pool depth reads 3 0 feet in the forebay the sediment
shall be removed
BASIN DIAGRAM
�ll rn the blanks)
0 Permanent Pool Elevat�on 738 0
Sed�ment Removal 735 Pe anen Pool
Volume Sediment Removal Elevahon 733 Volume
Bottom Elevatio 733 0 ft Mm
Sed�ment Bottom Elevation 733 0 1 ft n
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401 Wet Detent�on Basm O&M Rev 4 Page 3 of 4

Permit Namber
(!o bc�►t�tictcc!bt D11 Q)
I acknowledge and agree by my s�gnature below that I am responsible Foi the
performance of the ma�ntenance procedures listed above I agree to not�fy DWQ of any
prablems w�th the system or pr�or to any changes to the system or responsible party
P�o/cc!nurne Diamonds Keep Subdrotson
B�bIP di arnu�,rc cr�eu ntu�lbe� 2
Pnnt name Reece White
T�tle Owner
Address 9814 US Hwy 311 South Archdale, NC 27263
Phone 336 434 �44Q
S�gnature
Date � � — � � — � �
Note The legall� responsible part� should not be a homeotvners associat�on unless more than 50%of
the locs have been soid and a res�dent of the subd�vis�on has been named the pres�dent
I /`3� ,�".S��t a Nota Publ�c for the State ot
rY
� rN„ ('ard(��.,� County of�'p�s,��{� do hereby cert�fj that
�e.e c2 r,J�,�- personall} appeared before me th�s r 7
day of N�ve�►bv' an I � and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements Witness my hand and otfic�a(
seal
JOHN BRETT SIDES
Natary PubBc North Carolina
Forsyth Coun
Mycorren�ea+a+Exqree a,o t
SEAL
My commisston eYp�res 7(_�°ll3
Form SW401 Wet Detenuon Bas�n ORM Rev d Pa�,e 4 of�

Permit No
(fo 6e p o ded by DWQ)
�F W A TF9
�,�� O� QG
�� �
v
^�DEY�� � r
�
O -�C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out pnnted and su6mitted
The Required Items Checklist(Parf 111)must be pnnted filled out and submitted along w�th all of the requued information
I PROJECTINFORMATION
Pro)eCt name Diamonds Keep Subdivision
ContaCt person H Mack Summey Jr PE
Phone number 336 328 0902
Date 11/17/2011
Drainage area number 2
11 DESIGN INFORMATION
Sde Characteristics
Dreinage area 1011898�
Impervious area post-development 148 539�
/ imperoious 14 68 1
Design rainfall depth 10 in
Storage Volume Non SA Waters
Minimum volume reqwred 22 413(� OK
Volume prowded 33 684$a
OK volume provided is equal to or in excess of volume required
Storage Volume SA Waters
15 runoff volume h3
Pre-development 1 yr 24 hr runoff ft3
Post-development 1 yr 24 hr runoff ft3
Mirnmum volume required ft3
Volume provided fta
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flow reqwred� N (Y or N)
1 yr 24 hr rainfall depth 2 8 in
RaUonal C pre-development 0 30(urntless)
Rational C past-development 0 50(unitless)
Rainfall intensity 1 yr 24 hr storm 012 iNhr OK
Pre-development 1 yr 24 hr peak flow 0 84 ft3�s�
Post-development 1 yr 24 hr peak flow 145 ft3�s�
Pre/Past 1 yr 24 hr peak flow conUol 0 61 {��5�
Elevations
Temporary pool elevation 722 25 fmsl
Permanent pool elevation 720 50 fmsl
SHWT elevation(approx at the perm pool elevation) 714 00 fmsl
Top of 10ft vegetated shelf elevation 720 65 fmsl
Bottom of 10ft vegetated shelf elevaUon 720 50 fmsl Data not needed for calculation option#1 but OK if provided
Sediment cleanout top elevation(bottom of pond) 717 50 fmsl
Sediment cleanout bottom elevation 716 00 fmsl Data not needed for calculation option#1 but OK if provided
Sediment storage provided 1 50 ft
Is there addiUonal volume stored above the state-required temp pool� N (Y or N)
Elevation of the top of the additional volume fmsl
Fo m SW401 Wet Det t Bas R 8 9/17/09 Parts I &II Des gn S mmary Page 1 of 2

Permit No
(to be pro ded by DWQ)
II DESIGN INFORMATION
Surface Areas
Area temporary pool 21382 ftZ
Area REQUIRED pertnanent pool 16 798�
SAIDA ratio 166(urntless)
Area PROVIDED permanent pool AP�,�, 17114 ft` OK
Area bottom of 10ft vegetated sheff Ab,�,�, 17150�`
Area sediment cleanout top elevation(bottom of pond) Ab,��,d 7 301 �`
Volumes
Volume temporary pool 33 684 ft3 OK
Volume permanent pool V�,,,,�, 39 330 ft'
Volume forebay(sum of forebays if more than one forebay) 7 gg6 ft3
Forebay/of permanent pool volume 201/ / OK
SAIDA Table Data
Design TSS removal 90 /
Coastal SAIDA Table Used� N (Y or N)
Mountain/Piedmont SAIDA Table Used� Y (Y or N)
SAIDA ratio 166(urntless)
Average depth(used in SAIDA table)
Calculation option 1 used�(See Figure 10 2b) Y (Y or N)
Volume permanent pool V��,�, 39 330�'
Area prowded pertnanent pool A��,�, 17114 ft`
Average depth calculated 3 00 ft OK
Average depth used in SAIDA d (Round to nearest 0 5ft) 3 0 ft OK
CalculaUon option 2 used�(See Figure 10 2b) N (Y or N)
Area provided permanent pool A��,�, 17114�`
Area bottom of 10ft vegetated shelf Ab,�,�� 17150 ft`
Area sediment cleanout top elevation(bottom of pond) Ab,��,a 7 301 (�
Depth (distance blw bottom of 10ft shelf and top of sediment) 3 00 ft
Average depth calculated ft
Average depth used in SAIDA d�, (Round to nearest 0 5ft) ft
Drawdown Calculations
Drawdown through onfice� Y (Y or N)
Diameter of onfice(if circular) 3 00 in
Area of onfice(if non-aroular) inZ
Coefficient of discharge(Cp) 0 60(urntless)
Dnvmg head(H) 10 42 ft
Drawdown through wei� N (Y or N)
Weir type (unitless)
Coeffiaent of discharge(C ) (urntless)
Length of weir(L) ft
Dnving head(H) ft
Pre-development 1 yr 24 hr peak flow 0 84 ft'Isec
Post-development 1 yr 24 hr peak flow 145 ft3/sec
Storage volume discharge rate(through discharc�e onfice or weir) 0 77 ft3�g�
Storage volume drawdown 6me 3 00 days OK draws down in 2 5 days
Add�Gonal Informat�on
Vegetated side slopes 3 1 OK
Vegetated shelf slope 10 1 OK
Vegetated shelf width 10 0 ft OK
Length of flowpath to width ratio 3 1 OK
Length to width raGo 2 0 1 OK
Trash rack for overflow&onfice� Y (Y or N) OK
Freeboard prowded 10 ft OK
Vegetated filter provided� N (Y or N) OK
Recorded dramage easement provided� Y (Y or N) OK
Capures all runoff at ultimate bwld-out� Y (Y or N) OK
Dram mecharnsm for mamtenance or emergencies is valve
Fo m SW401 Wet Dete t o Bas n Re 8 9/17/09 P rt I 8 II D gn S mmary P g 2 of 2

Permrt Number
(to be prov2ed by DWQ)
Dramage Area Number
Wet Detention Basin Operation and Maintenance Agreement
I will keep a mauztenance record on this BMP This maultenance record will be kept in a
log in a known set locat�on Any deficient BMP elements noted in the ulspechon will be
corrected repaired or replaced immediately These deficiencies can affect the integrity
of structures safety of the pubhc and the removal efficiency of the BMP
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter �f one is provided
This system (check one)
❑ does � does not incorporate a vegetated filter at the outlet
This system (check one)
❑ does � does not incorporate pretreatment other than a forebay
Important maultenance procedures
— Immediately after the wet detention basin is estabhshed the plants on the
vegetated shelf and peruneter of the basin should be watered twice weekly�f
needed unhl the plants become estabhshed (commonly six weeks)
— No porhon of the wet detenhon pond should be ferhhzed after the f�rst uuhal
ferhlizatron that is required to estabhsh the plants on the vegetated shelf
— Stable groundcover should be maintained ir►the drainage area to reduce the
sediment load to the wet detenhon basin
— If the basul must be drauled for an emergency or to perform maintenance the
flushulg of sedunent through the emergency drain should be muumized to the
maxunum extent prachcal
— Once a year a dam safety expert should ulspect the embankment
After the wet detenhon pond is estabhshed it should be ulspected once a month and
within 24 hours after every storm event greater than 10 inches (or 15 inches if in a
Coastal County) Records of operahon and maintenance should be kept u1 a known set
locatron and must be ava�lable upon request
Inspechon achvihes shall be performed as follows Any problems that are found shall
be repaired immediately
BMP element Potential roblem How I will remediate the roblem
The enhre BMP Trash/debr�s�s resent Remove the trash/debr�s
The penmeter of the wet Areas of bare soil and/or Regrade the so�l�f necessary to
detenhon basin erosive gulhes have formed remove the gully and then plant a
ground cover and water until rt is
estabhshed Provide hme and a
one hme ferhhzer a hcahon
Vegetahon is too short or too Maintau�vegetahon at a height of
lon a roximatel six inches
Form SW401 Wet Detention Basm O&M Rev 4 Page 1 of 4

Permrt Number
(to be provrded by DWQ)
Dramage Area Number Z.
BMP element Potential roblem How I will remediate the roblem
The inlet device pipe or The pipe�s clogged Unclog the pipe Dispose of the
swale sediment off site
The pipe is cracked or Replace the pipe
otherw�se dama ed
Erosion�s occurring in the Regrade the swale�f necessary to
swale smooth it over and provide erosion
control devices such as reuiforced
turf mathng or riprap to avoid
future roblems with erosion
The forebay Sedunent has accumulated to Search for the source of the
a depth greater than the sedunent and remedy the problem�f
original design depth for possible Remove the sediment and
sediment storage dispose of it ui a locahon where it
will not cause impacts to streams or
the BMP
Erosion has occurred Provide addihonal erosion
protect�on such as reulforced turf
mathng or riprap�f needed to
revent future erosion roblems
Weeds are present Remove the weeds preferably by
hand if peshcide�s used wipe it on
the lants rather than s ra in
The vegetated shelf Best professional prachces Prune according to best professional
show that prurung Ls needed prachces
to maintain optrmal plant
health
Plants are dead d�seased or Determine the source of the
dying problem so�ls hydrology d�sease
etc Remedy the problem and
replace plants Provide a one hme
ferhhzer apphcahon to estabhsh the
ground cover�f a so�l test indicates
it Ls necessa
Weeds are present Remove the weeds preferably by
hand if peshcide�s used wipe it on
the lants rather than s ra m
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem�f
original design sediment possible Remove the sediment and
storage depth dispose of it in a locahon where it
will not cause impacts to streams or
the BMP
Algal growth covers over Consult a professional to remove
50% of the area and control the al al owth
Catta�ls phragmites or other Remove the plants by wiping them
mvasive plants cover 50% of with peshcide(do not spray)
the basin surface
Form SW401 Wet Detention Basm O&M Rev 4 Page 2 Of 4

Permrt Number
(to be provtded by DWQ)
Dramage Area Number �
BMP element Potential roblem How I will remediate the roblem
The embankment Shrubs have started to grow Remove shrubs immediately
on the embankment
Evidence of muskrat or Use traps to remove muskrats and
beaver act�vity�s present consult a professional to remove
beavers
A tree has started to grow on Consult a dam safety speciahst to
the embankment remove the tree
An annual ulspechon by an Make all needed repa�rs
appropriate professional
shows that the embankment
needs re a�r �f a hcable
The outlet device Clogguig has occurred Clean out the outlet device DLSpose
of the sediment off site
The outlet device is dama ed Re air or re lace the outlet device
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quahty Regional Office or
outlet the 401 Oversight Umt at 919 733
1786
The measuring device used to determine the sediment elevahon shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments
When the permanent pool depth reads 3 0 feet in the main pond, the sediment
shall be removed
When the permanent pool depth reads 3 0 feet in the forebay, the sediment
shall be removed
BASIN DIAGRAM
Ull in the blanks)
� Permanent Pool Elevat�on 720 50
Sediment Removal 717 5 Pe anen Pool
Volume Sediment Removal Elevatton 716 Volume
Bottom Elevat�o 716 ft Mm
Sed�ment Bottom Elevatton 716 1 ft n
Starage Sed�ment
Storage
FOREBAY MAIN POND
Form SW401 Wet Detent�on Basm O&M Rev 4 Page 3 of 4

Perm�t Number
f10 hc pr oi rded hi D{t Q1
I acknowledge and agree by my signature below that I am respons�hle for the
performance of the maintenance procedures listed above I agree to notify DWQ of any
problems�vith the system or pr�or to any changes to the system or responsible party
P�t>>ec I ncnnc Diamonds Keep Subd��ison
BMP c1�rnnngc cr�eu nulrthu 1
Print name Reece Wh�te
Title Owner
Address 98I4 US Hwy 3 i 1 South Archdale NC 27263
Phone 336 �34 40
S�gnature
Date 11 -1 �]— �1
Note The legally respons�ble party should not be a homeo�vners association unless more than 50%of
the lots have been sold and a res�dent ofthe subd�vis�on has been named the president
I ��� l,
� n �, s d�e.r a Notary Public for the State of
� C r � �a. County of �,fs,t�-1-, do hereb� certify that
��2cg �1�,,� personally appeared before me th�s�
day of (l�o v��+�+�r �0 � � and acknowledge the due execut�on of the
for�oing wet detention bas�n maintenanc,e requirements Witness my hand and otficial
seal
JOHN BRETT SIDES
Notary PubBc NoAh Carolina
Forsyth Courny
Mp Com"'Is�o"Exp1''es 7 a't o (
SEAL
My commission exp�res 7��o�r 3
�orm SW401 Wet Detention Ba�in OcX.M Rev�1 Pate 4 of 4

Design Narrative
Diamonds Keep Subdivision
CitYof Archdale—Randolph County, NC
Stormwater Mana�ement Plan
The purpose of this design narrative is to cover the Stormwater Management
Plan as designed for the Diamonds Keep Subdivision located off Archdale
Road Sr 1004 withm the City Linuts of Archdale ui Randolph County North
Carolma
Back r�und
The site is the former property of Spillmans Chnstmas Tree Farm The site
was acquired by Diamonds Keep, LLC m or around December, 2006, annexed
into the City of Archdale m February/March of 2007 and approved for a 205
utut smgle family residential subdivision shortly thereafter
The purpose of this Stormwater Management Plan is to satisfy the
requuements of the new NPDES Phase II rules due to the disturbance or
streams and wetlands that requued a 401/404 certification from the
NCDENR DWQ and USACE respectively The U S Army Corp of
Engmeers has issued their 404 pemut and this Stormwater Management Plan
is to satisfy the 401 requ�rements of DWQ
Propertv Details
The property consists of approximately 122 acres located in the Yadkm River
Basm ad�acent to Caraway Creek There were/are several gravel and dirt
roads throughout the property and a private gravel landmg stnp that has been
phased out The property did have several mobile homes located on it but
these have been removed There were two ponds on the site One near the
rruddle of the property that was a man made feature for urigation This feature
was categonzed as a wetland at the time of the wetland delineation The
second pond was drained to the north of the property We propose to rebuild
this pond and use rt as a stormwater BMP to treat a very large dramage basm
There were several structures on the site which have been removed The
existmg Built Upon Area for the site was calculated to be approximately 4%
of the site or 5 0 acres pnor to construction

Proposed Plan
The srte was broken up into vanous sub-basuls as duected by NCDENR-
DWQ staff and each mdividual sub-basui was analyzed to deternune what the
BUA was for that sub-basin Any sub-basm havmg over 24% BUA is to have
a BMP constructed to treat the runoff from that basvn
As seen on the overall dramage Basm Delmeation Map (sheet 1 of 17), there
were 13 separate sub-basms delineated on the site Sheet 1 of 17 shows each
of these basms ui detail and summarizes the Total Area, lot area, nght of way
axea and BUA and denotes the method of treatment, if treated m a BMP The
proposed plan consists of four (4) permanent wet detention ponds with fore
bays and two (2) permanent Open Sand Filters Basms 1, 2, 12 & 13 will
utihzed the wet detention ponds and basms 4 & 5 will utilize the open sand
filters
We axe proposmg a "trade off" of dramage and BUA areas in the management
plan due to a few constramts withm the property Please note that Basm 12
withul itself does not requ�re a BMP The BUA wrthm Basm 12 is 22 60%
but we are proposmg a Wet Detention Pond m this area to serve as a BMP and
treat Basins 8, 9, 10, 11 & 12 for 85% TSS removal Of basms 8-12, basms 8,
9 & 10 are the only ones that requ�re BMP treatment Where Wet Detention
Pond 12 is proposed is in an area where a dam was breached and a pond
drained approximately 2 years ago We propose to rebuild part of the pond
and dam and use it as a BMP to treat the upstream areas The total dramage
area bemg treated is 38 39 acres that mcludes 21 24 acres of offsite axea that
comes from an existmg subdivision that is built-out On-site treatment area is
approximately 17 15 acres By buildmg this pond 12, we propose "an equal or
better performance" to "Trade-off' some drainage (basins 8-11 & 6-7) areas
due to the site constramts m buildmg sand filters, ponds or even u�f'iltration
trenches Basm 8 is very restnctive m that the shallow slopes only allow for
an uif'iltration trench to be built which would be very large and make the
ad�oiiung lot unbuildable Basms 9 & 10 requue a tremendous amount of
gradmg to construct even an u1f'iltration�rench for BMP treatment By
combming BMP's in Basm 12, we create a much more effective treatment of
the stormwater and in the process treat several more acres that what is
required by law Addrtionally, by building the pond ui basui 12 we propose to
elimuzate BMP devices m Basins 6 & 7 Flows from these basms would
bypass any treatment due to the fact many more acres is being treated m basm
12 Approximately 3 25 acres of BUA will not be treated from basms 6 & 7
however, approximately 10 acres of BUA is being treated offsrte that

ongmally would not have been That is nearly 3 times more BUA bemg
treated than usmg md2vidual treatment devices for each basui so the "equal or
better performance" standard is being met
Enclosed are the pro�ect calculations for each of the BMP measures
Also enclosed are the deed restnctions and Home Owners Association
documents as prepared by the developer's attomey
Sa.nd Filters are proposed m sub-basins 4 & 5 Gradmg and some pipe
revisions must be performed to mcorporate these BMP methods
Each BMP measure will have public access for mspection and mamtenance as
required The Home Owners Association will mamtam these BMPs thru dues
paid to the HOA
In summary, the proposed Stormwater Management Plan we propose is
consistent wrth and exceeds the State BMP manual requirements

Diamonds Keep Subdivis�on
City of Archdale
Randoiph County, North Carolfna
Rev�sed Pond #1 & #2
Stormwater Calculat�ons
SEA PRQJECT NO E-1524
Owner/Developer
Mr Gary White
Diamonds Keep, LLC
9814 U S Hwy 311
Archdale, NC 27263
Contact Mr Gary White
Phone [phone]
Prepared By
SUMMEY ENGINEERING ASSOCIATES, PLLC �����„��������� „i,,,���
ENGINEERING LAND PLANNING CONSULTING ���`��'��,�H q0�%i'
P O BOX 968 ,���� oFES ,�
ASHEBORO NC 27204 = �� q� � _
Phone [phone]/Fax [phone] 26447 '
E mail mack@asheboro com � .� �ti II-1 g I I �, ;
November 2011 ��, � GlNEEP � �.�
y���j///��r S+U'M I M��\\\\\\��

PERMANENT WET DETENTION POND DESIGN RISER/BARREL
1431
PROJECT D DS
CHECKED BY TAK
LoCATION ARCHDALE DATE 11/4/2011
- 15 88 acres
PROPOSED BUILT UPON AREA- 3 77 acres
FUTURE BUILT UPON AREA= 0 00 acres
TOTAL ON SITE BUILT UPON AREA- 3 77 acres
PERCENT BUILT UPON= 23 74/
SITE DATA
ON SITE DRAINAGE AREA TO POND- 15 88 acres
ON SITE BUA TO POND 4 68 acres
ONSITE / BUA FOR POND SUB BASIN= 29 44/
OFF SITE DRAINAGE AREA TO POND= 0 00 acres
TOTAL WATERSHED AREA TO POND= 15 88 acres
DISTURBED AREA= 15 68 acres
OFF SITE B U A TO POND= 0 00 acres
/ OF OFF SITE B U A TO POND 0 0/
TOTAL B U A TO POND 4 68 acres
COMPOSITE B U / = 29 44/
TEMP SED STOR USED(Y/N) Y
DESIGN DATA
0 acre inc per istur e acre
PERMANENT SEDIMENT STORAGE 0125 acre in per total drainage area
PERMANENT WATER QUALITY
DEPTH(minimum 3 feet) 3 0 feet
SA/DA 1 32 percent
1 0 Inch rainfall to be controlled
TYPE X corrugated aluminum
reinforced concrete
DESIGN STORM 10 year
RAINFALL INTENSITY 2 32 inches per hour
RUNOFF COEFFICIENT(POST) 0 5
TYPE X grass lined
rip rap lined
DESIGN STORM 100 year
RAINFALL INTENSITY 5 07 inches per hour
RUNOFF COEFFICIENT 0 5
POND DATA
ELEV @ BOT OF POND= 733 00 SURFACE AREA 4220 SF
ELEV @ 80T OF PSS 733 00 SURFACE AREA=4220 SF
ELEV @ BOT OF PWQ= 735 00 SURFACE AREA=6156 SF
ELEV @ NORMAL POOL 738 00 SURFACE AREA= 10914 SF
ELEV �TOP OF RISER= 739 60 SURFACE AREA= 14617 SF
ELEV �EMER SPILLWAY= 741 00
ELEV �TOP OF DAM= 743 00
INVERT OF BARREL= 735 10
POND DESIGN
720 u �c eet
VOLUME PROVIDED
ELEV @ BOT OF PSS= 733 00 URFACE AREA 4220 Square Feet
ELEV @ BOT OF PWQ 735 00 URFACE AREA 6156 Square Feet
VOLUME PROVIDED- 10376 Cubic Feet
OK
auare eet
ORMAL POOL ELEVATION= 738 00
URFACE AREA PROVIDED= 10914 Sauare Feet
OK
R
Rv= 0 315 m/in
VOLUME REQUIRED= 18756 Cubtc Feet
VOLUME PROVIDED
ELEV @ BOT OF TWQ 738 00 URFACE AREA 10914 Square Feet
ELEV @ TOP OF TWQ 739 60 �URFACE AREA e�4�1ASquare Feet w t eond sASZN 1 REV 11 02 ll ls

VOLUME PROVIDED= 20425 Cubic Feet
I OK
MAX PEAK FLOW= 15 1 CFS
HEAD ABOVE TOP OF RISER= 0 74 ft
ELEVATION AT TOP OF RISER— 739 60
in)— 24 00 in ia
ELEVATION AT TOP OF RISER= 739 60
ELEVATION OF BARREL INVERT— 735 1
Hw PROVIDED 5 24 ft
Hw/D PROVIDED= 2 621336484
Hw/D REQ D FOR DESIGN STORM(FROM CHART)= 0 65
Hw REQUIRED— 1 30 R
CHECK CULVERT(INLET CONTROL)— OK
Gi(FKUM(.HAIt I)A I NW/U F'KUVIUtU— 55 0 CFS
=1 5 24 0 in ia
MIN RISER DIA = 29 39 in dia
RISER DIA USED= 30 in dia
WEIR EQUATION Qw 16 7 CFS OK
ORIFICE EQUATION Qo 20 4 CFS OK
Qw CONTROLS 16 7 CFS
RISER CONTROLS 16 7 CFS
PRINCIPAL SPILLWAY SYSTEM OK
ELEV �BOT OF WATER QUALITY RELEASE HOLE= 738 00
MAXIMUM RELEASE RATE= 2 Days
MINIMUM RELFASE RATE 5 Days
MAXIMUM HOLE SIZE= 0 038814133 2 67 in dia
MINIMUM HOLE SIZE= 0 015525653 1 69 in dia
ELEV �EMER SPILLWAY— 741 00
DESIGN STORM PEAK FLOW 40 3 CFS
FLOW THROUGH EMER SPILLWAY= 26 2 CFS
EMER SPILLWAY SIDE SLOPES(ie 3 if 3 1 0 if vertical)= 3
FLOW DEPTH= 1 00 ft
VELOCITY(ft/sec)= 3 89
TRACTIVE FORCE (Ib/ft 2)= 1 25
BOTTOM WIDTH REQUIRED— 3 83 ft
Page 2 Wet Pond BASIN 1 REV 11 02 11 ls

ELEV �TOP OF RISER= 739 60
ELEV �BOT OF PSS= 733 00
H= 660ft
AREA OF RISER= 4 9 SF
VOLUME OF RISER 32 4 Cubic Feet
AREA OF BARREL- 3 1 SF
EXPOSEDLENGTH = 1000ft
VOLUME OF BARREL 31 4 Cubic Feet
WEIGHT OF WATER DISPLACED- 3981 97 Ib
FACTOR OF SAFETY(1 25/) 4977 46 Ib
VOLUME OF ANCHOR PROVIDED 40 0 Cubic Feet OK
VOLUME OF ANCHOR REQUIRED= 33 2 Cubic Feet
PROJECT DIAMONDS KEEP
Drainage Area �s ea acres
Disturbed Area 15 as acres
Impervious Surtace a sa acres
%Impervious 2s a i
Pool Volume Req d o so in/acre
Sods(A B C or D) C
Scs Curve Number e�
E
(in/Fir) (acre) (cfs)
ear ve opmen 0 30 5 79 15 88 2 59
ear ve opme 0 50 88 5 OS 10 YEAR FLOW AFTER ROUTING
ear os ve opme 0 0 15 88 26 17 100 YEAR FLOW APTER ROUTING
Temp Sediment Storage Volume
1/2 ac in/ac
ss=(area 0 5 43560)/12- 28 822 20 cf
Perm Sediment Storage Volume
1/8 ac m/ac
ss=(area 0 125 43560)/12= 7 206 cf
Permanent Pool Volume
pp=(area factor 43560)/12 51 883 cf
Total Pond Volume
TPV 87 911 cf
Toe of Dam Elevation �ss oo Ks soss i� a-s os
Top of Dam Elevation �as oo b �a�
Dam Width io
Riser
Diameter of riser 30 00 in
Elev of riser top 739 60 ft
Cw at nser- 3 00
Cd at nser- 0 60
Trash Rack 48 00 m
Barrel
Diameter of barrel- 24 00 in
Inv in- 735 10 R
Inv Out= 735 00
Length of barrel= 52 00 ft
Cdb 0 60
Slope= 0 19/
Emergency Spdiway
Page 3 W t Po d BASIN 1 REV 11 02 11 1

Cw- 3 00
Ecr- 741 00 ft
Dam width= 10 00 ft
Side Slope(Hor to Vert) 3 1
Bottom Width in Feet(Lw) 10
Slope in / 0 01 - 0 0001
Manning n 0 062
Depth(ft) 0 17
Flow(cfs) 0 00
Velocity(fUsec) 0 00
T act ve Fo ce (lb/ft 0 00
Anti flotation Dev�ce
Riser Height(ft) 4 5
Barrel Length to Dam(ft) 10
Weight of Water Displaced by Riser (Ib) 1378
Weight of Water Displaced by Barrel (Ib) 1959
Weight of Water Displaced by Concrete (Ib) 0
TOTAL 3337
Weight of Concrete Block (Ib) s000
Factor of Safety �eo
Size of Anti-seep Collars(in) so
Stage Storage Function
o ur ur ncr ccum n n ge e
Area Voi Vol (R) (ft)
(sq ft) (cu it) (cu R)
732 00 3233 00
733 00 3955 00 3594 0 3 94 0 8 19 0 00 1 0 1 1
734 00 4740 00 4347 5 7 41 8 98 0 69 2 0 2 0
735 00 5587 00 163 13105 0 9 48 1 10 0 2 S
736 00 6491 00 6039 0 19144 0 9 86 1 39 4 0 3 7
737 00 7452 00 6971 5 26115 5 10 17 61 0 4 6
738 00 11067 00 9259 5 35375 0 10 47 1 79 6 0 5 7
739 00 12274 00 116 0 5 4 045 5 10 76 1 95 7 0 7 0
740 00 13539 00 12906 5 59952 0 11 00 2 OS 8 0 8 3
741 00 14860 00 14199 5 74151 5 11 21 2 20 9 0 9 6
742 00 16238 00 15549 0 89700 5 11 40 2 30 10 0 11 0
P ge 4 Wet Po d BASIN 1 REV 11 02 11 ls

Routmg 10 Year Storm
MAX STAGE ELEV 740 34 P=2 32
MAX FLOW CFS 15 08 i=2 32
27 59 Tp= 30 63 First Time Step= 1
s 2 35 Time Step 3 06
Q-082
iser iser arre y rau ic mergency
Time Inflow Storage Stage Outflow Weir Onface Onface Grade Line Spolway
(min) (�) (cu ft) (ff) (�) ��) (�s) f�) (�) (�)
0 00 0 00 29500 64 738 00 0 00 00 0 00 0 00 22 33 0 00
1 00 0 05 29500 64 3 00 0 00 0 00 0 00 0 00 22 33 0 00
4 O6 0 79 29509 4 38 00 0 00 0 00 0 00 0 00 22 34 0 00
7 13 2 35 29654 41 738 02 0 00 0 00 0 00 0 00 22 40 0 00
10 19 4 59 30086 77 738 07 0 00 0 00 0 00 0 00 22 60 0 00
13 25 28 30930 00 738 17 0 00 0 00 0 0 0 00 22 96 0 00
16 31 10 15 32267 26 38 33 0 00 0 00 0 00 0 00 23 53 0 00
19 38 12 94 34133 34 738 55 0 00 0 00 0 0 0 00 24 28 0 00
22 44 1 36 36511 29 738 82 0 00 0 00 0 00 0 00 25 20 0 00
25 50 1 18 39 34 03 739 1 0 00 0 00 0 0 0 00 26 22 0 OQ
28 57 18 22 42490 95 739 48 0 00 0 00 0 0 0 00 27 30 0 00
31 63 18 3 45838 73 739 84 2 78 2 78 11 59 29 26 28 37 0 0
34 69 17 63 48704 43 740 1 9 40 9 40 17 40 30 41 29 24 0 00
37 76 16 07 50217 09 740 30 13 77 13 77 19 76 31 00 29 68 00
40 82 14 14 0639 19 740 34 15 OS 15 OS 20 37 3 16 29 81 0 00
43 88 12 42 0466 31 740 32 14 54 14 54 20 12 31 09 29 76 0 00
46 94 10 90 0075 90 740 28 13 34 13 34 19 55 30 94 29 64 0 00
50 01 9 7 4962 30 740 24 12 01 12 01 18 88 30 77 29 51 0 00
53 07 8 41 9179 89 740 19 10 72 10 72 18 1 S 30 60 29 38 0 00
56 13 7 38 8754 65 740 5 9 54 9 54 17 49 30 4 29 26 0 00
59 20 6 48 8358 09 40 11 48 S 48 16 81 30 2 29 14 0 00
62 26 5 69 799 24 740 07 7 53 7 3 16 16 30 1 29 03 0 00
65 32 5 00 7653 08 740 03 69 6 69 15 54 30 00 28 93 0 00
68 38 4 39 47341 84 740 00 5 95 5 95 14 94 29 87 28 83 0 00
71 45 3 85 47055 54 739 97 5 29 5 29 14 36 29 5 28 7 0 00
74 1 3 38 46792 24 739 94 4 70 4 70 13 81 29 65 28 66 0 00
77 5 2 97 46 50 07 739 92 4 18 4 18 13 28 29 55 28 59 0 00
SO 64 2 61 46327 30 739 89 3 2 3 72 12 78 29 46 28 2 0 00
83 0 2 29 46122 32 739 87 3 32 3 32 12 30 29 3 28 46 0 00
86 6 2 01 45933 68 739 85 2 96 2 96 11 83 29 3 28 40 0 00
89 3 1 77 45760 02 739 83 64 2 64 11 39 29 2 28 35 0 00
92 89 1 55 45600 11 739 82 2 3 2 35 10 97 29 16 28 30 0 00
9 95 1 36 45452 81 739 80 2 10 2 10 i 0 56 29 10 28 2 0 00
99 01 1 20 45317 09 739 79 1 88 1 88 10 17 29 04 28 21 0 00
102 8 1 05 45192 00 739 77 1 68 1 68 9 80 28 99 28 17 0 00
105 14 0 92 4 6 68 739 76 1 50 1 50 9 44 28 94 28 13 0 00
108 20 0 81 44970 33 739 75 1 34 1 34 9 10 28 89 28 10 0 DO
111 27 0 71 44872 22 739 74 1 20 1 0 8 77 28 85 28 07 0 00
114 33 0 62 44 81 69 39 73 1 08 1 OS 8 46 28 81 28 04 0 00
11 39 0 44698 12 739 72 0 9 0 97 8 16 28 78 28 01 0 00
120 46 0 48 44620 95 39 71 0 87 0 87 87 28 27 99 0 00
123 52 0 42 44549 67 739 70 0 78 0 76 7 59 28 71 27 9 0 00
126 58 0 37 44463 80 739 0 0 70 0 70 7 33 28 69 27 9 0 00
129 64 0 33 44422 9 739 69 0 63 0 63 7 08 28 66 27 92 0 00
132 71 0 29 44366 63 739 68 0 57 0 57 6 83 28 64 27 91 00
13 0 2 44314 57 739 68 0 51 0 1 6 60 28 61 27 89 0 00
138 83 0 22 44266 39 739 67 0 46 0 46 6 38 28 59 27 87 0 00
1 1 90 0 9 44221 79 739 67 0 42 0 42 6 7 28 57 27 86 0 00
144 96 0 1 44180 49 739 66 0 38 0 38 5 96 28 56 27 85 0 00
148 02 0 15 4 142 24 739 66 0 34 0 34 77 28 54 27 83 0 00
51 08 0 13 44106 79 739 66 0 31 0 31 5 58 28 52 27 82 0 00
154 15 0 12 44073 92 739 65 0 28 0 2 40 28 27 81 0 00
1 7 21 0 0 44043 44 739 65 0 26 0 26 2 28 0 27 80 0 00
160 27 0 09 44015 15 739 65 0 23 0 23 5 06 28 8 27 79 0 00
163 34 0 08 43988 89 739 64 0 21 0 21 4 91 28 7 27 79 0 00
166 40 0 07 43964 51 739 64 0 19 0 19 5 28 6 27 78 0 00
169 46 0 O6 43941 86 739 64 0 17 0 17 1 28 5 27 77 0 00
172 53 0 05 43920 80 739 64 0 16 0 16 47 28 4 27 76 0 00
1 5 59 0 05 43901 22 739 63 0 15 0 15 4 34 28 4 27 76 0 00
178 65 0 04 43883 00 739 63 0 13 0 13 21 28 43 2 75 0 00
181 71 0 04 43866 04 739 63 0 12 0 12 4 09 28 42 27 75 0 00
184 78 0 03 43850 25 39 63 0 1 0 i 1 3 97 28 41 27 74 0 00
18 84 0 03 43835 53 739 63 0 10 0 10 3 85 28 41 27 74 0 00
190 90 0 02 43821 81 739 63 0 09 0 09 3 75 28 40 27 73 0 00
193 97 0 02 43809 01 739 62 0 09 0 09 3 64 28 40 27 73 0 00
19 03 0 02 43797 07 739 62 0 08 0 OS 3 54 28 9 27 72 0 00
200 09 0 02 43785 92 739 62 0 0 07 3 45 28 9 27 72 0 00
203 15 0 01 43775 51 739 62 0 07 0 07 35 28 8 27 72 0 00
208 22 0 01 43765 77 739 62 0 06 0 06 27 28 38 27 71 0 00
20 28 0 01 43756 66 739 62 0 O6 0 06 3 18 28 7 27 71 0 00
212 34 0 01 43748 14 739 62 a e 5 0 05 0 05 wet 3p�hd BA��t$71 Ev2�17a02 11 490

215 41 0 01 43740 16 739 62 0 05 0 05 3 02 28 37 2 71 0 00
218 47 0 01 43 32 69 739 62 0 05 0 05 2 95 28 36 27 70 0 00
221 53 0 01 43725 68 739 61 0 04 0 0 2 87 28 36 27 70 0 0
224 60 0 01 4 719 11 739 61 0 04 0 04 2 80 28 36 27 70 0 00
22 66 0 01 43712 94 739 61 0 04 0 04 74 28 35 27 70 0 00
230 72 0 00 43707 1 739 61 0 03 0 03 2 67 28 35 27 69 0 00
233 78 0 00 3701 70 739 61 0 03 0 03 61 28 35 27 69 0 0
236 8 0 00 43696 58 739 61 0 03 0 03 2 55 28 35 27 69 0 0
239 91 0 00 43691 77 739 61 0 03 0 03 2 49 28 34 27 69 0 00
242 9 00 36 7 24 739 61 0 03 0 03 2 44 28 34 27 69 0 00
246 04 0 00 43682 97 739 61 0 02 0 02 2 39 28 34 27 69 0 0
249 10 0 00 43678 94 739 61 0 02 0 02 2 33 28 34 27 69 0 00
252 6 0 00 43675 14 739 61 0 02 0 02 2 29 26 34 27 68 0 0
255 22 0 00 43671 56 739 61 0 02 0 02 2 24 28 34 27 68 0 00
258 29 0 00 43668 1 S 739 61 0 02 0 02 2 19 28 33 27 68 0 00
261 35 0 00 43664 98 39 61 0 02 0 02 2 15 28 33 2 68 0 QO
264 41 0 00 43661 96 739 61 0 02 0 02 2 10 28 33 27 68 0 00
267 48 0 00 43659 10 739 61 0 02 0 02 2 06 28 33 27 68 0 00
270 4 0 00 436 6 39 739 61 0 0 0 0 2 02 28 33 27 68 0 00
273 60 0 00 43653 82 739 61 0 01 0 01 1 98 28 33 27 68 0 00
276 67 0 00 43651 39 739 61 0 1 0 01 1 95 28 33 27 68 0 00
279 73 0 00 43649 OS 739 61 0 01 0 01 1 91 28 33 27 68 0 00
282 79 0 00 3646 89 739 61 0 01 0 01 1 88 28 32 27 68 0 00
28 8 0 00 436 82 739 61 0 01 0 01 1 84 28 32 27 67 0 00
288 92 0 00 43642 84 739 61 0 01 0 01 1 81 28 32 27 67 0 00
291 98 0 00 43640 96 739 61 0 01 0 01 1 S 28 32 27 67 0 00
29 04 0 00 43639 17 39 61 0 01 0 01 1 75 28 32 27 67 0 00
298 11 0 00 3637 47 739 61 0 01 0 01 1 72 28 32 27 67 0 00
301 17 0 00 4363 85 739 61 0 01 0 01 1 69 28 32 27 67 0 00
304 23 0 00 43634 31 739 60 0 01 0 01 1 66 2 32 27 67 0 00
307 30 0 00 43632 84 739 60 0 01 0 01 1 64 28 32 27 67 0 00
310 36 0 00 43631 43 739 60 0 01 0 01 1 61 28 32 27 67 0 00
313 42 0 00 43630 09 7 9 60 0 01 0 01 1 59 28 32 27 67 0 00
316 48 0 00 43628 81 739 60 0 01 0 01 1 56 28 32 27 67 0 00
319 5 0 00 43627 58 739 60 0 01 0 01 1 54 28 32 27 67 0 00
322 61 0 00 43626 41 39 60 0 01 0 01 1 51 28 32 27 67 0 00
32 6 0 00 43625 29 739 60 0 01 0 01 1 49 28 32 27 67 0 00
328 74 0 00 43624 22 39 60 0 01 0 01 1 47 28 32 27 67 0 00
331 80 0 00 43623 19 39 60 0 01 0 01 1 45 28 31 27 67 0 00
334 86 0 00 43622 20 739 60 0 01 0 01 1 3 28 31 27 67 0 00
337 92 0 00 43621 26 739 60 0 00 0 00 1 41 28 31 27 67 0 00
340 99 0 00 43620 3 739 60 0 00 0 00 1 39 28 31 27 67 0 00
4 05 0 00 43619 48 739 60 0 00 0 00 1 37 26 31 27 67 0 00
347 11 0 00 43618 6 739 60 0 00 0 00 1 35 28 31 27 67 0 00
350 18 Q 00 43617 84 739 60 0 00 0 00 1 33 2 31 27 67 0 00
353 2 0 00 43617 07 739 60 0 00 0 00 1 32 28 31 27 67 00
356 30 0 00 43616 33 739 60 0 00 0 00 1 30 28 31 27 6 00
359 37 0 00 43615 62 739 60 0 00 0 00 1 28 28 31 27 67 0 00
362 43 0 00 43614 93 739 6 0 00 0 00 1 27 28 31 27 67 00
365 49 00 43614 27 739 60 0 00 0 00 1 25 28 31 27 66 00
368 55 0 00 43613 63 739 60 0 00 0 00 1 23 28 31 27 66 0 00
371 62 0 00 43613 02 739 60 0 00 0 00 1 22 28 31 27 66 00
3 68 0 00 3612 739 60 0 00 0 00 1 20 28 31 2 66 0 00
377 74 0 00 43611 66 739 60 0 00 0 00 1 19 28 31 2 66 0 00
380 81 0 00 43611 30 39 60 0 00 0 00 1 18 28 31 27 66 0 00
383 8 0 00 43610 7 739 60 0 00 0 00 1 16 28 31 27 66 0 DO
386 93 0 00 43610 26 739 60 0 00 0 00 1 15 28 31 27 66 0 00
389 99 0 00 43609 76 739 60 0 00 0 00 1 14 28 31 2 66 0 00
393 06 0 00 43609 28 739 60 0 00 0 00 1 12 28 31 27 66 0 00
396 i2 0 00 43608 82 739 60 0 00 0 00 1 11 28 31 27 66 0 00
399 18 0 00 43608 37 739 60 0 00 0 00 1 10 28 31 27 66 0 00
402 25 0 00 43607 94 739 60 0 0 0 00 1 09 28 31 27 66 0 00
405 31 0 00 43607 52 739 60 0 00 0 00 1 07 28 31 27 66 0 00
408 37 0 00 4360 11 739 60 0 00 0 00 1 06 28 31 27 66 0 00
411 44 0 00 43606 72 739 60 0 00 0 00 1 05 28 31 27 66 0 00
414 50 0 00 4 606 33 739 60 0 00 0 00 1 04 28 31 27 66 0 00
417 56 0 00 43605 96 739 60 0 00 0 00 1 03 28 31 7 66 0 00
420 62 0 00 43605 61 739 60 0 00 0 00 1 02 28 3'! 27 66 0 00
423 69 0 00 43605 26 739 60 0 00 0 00 1 01 28 31 27 66 0 00
426 75 0 00 43604 92 739 60 0 00 0 00 1 00 28 31 2 66 0 00
429 81 0 00 43604 59 739 60 0 00 0 00 0 99 28 31 27 66 0 00
432 88 0 00 4360 28 739 60 0 00 0 00 0 98 28 31 27 66 0 00
43 94 0 00 43603 97 739 60 0 00 0 00 0 97 28 31 27 66 D 00
439 00 0 00 43603 67 739 60 0 00 0 00 0 96 28 31 27 66 0 00
442 06 0 00 43603 38 739 60 0 00 0 00 0 95 28 31 27 66 0 00
5 13 0 00 43603 09 739 60 0 00 0 00 0 94 28 31 27 66 0 00
448 19 0 00 43602 82 739 60 0 00 0 00 0 93 26 31 27 66 0 00
451 25 0 00 43602 55 739 60 0 00 0 00 0 93 28 3 27 66 0 00
454 32 0 00 43602 29 739 60 0 00 0 00 0 92 28 31 27 66 0 00
457 38 0 00 43602 04 739 60 0 00 0 00 0 91 28 3 27 66 0 00
60 44 0 00 43601 79 739 60 0 00 0 00 0 90 28 31 27 66 0 00
463 51 0 00 43601 55 739 60 0 00 0 00 0 69 28 31 27 66 0 00
466 57 0 00 43601 32 739 60 0 00 0 00 0 88 28 31 27 66 0 00
469 63 0 00 43601 09 739 60 0 00 0 00 0 1 2 6 0

472 69 0 00 43600 87 739 60 0 00 0 00 0 87 28 30 27 66 0 00
475 76 0 00 43600 66 739 60 0 00 0 00 0 86 28 30 27 66 0 00
478 82 0 00 43600 45 739 60 0 00 0 00 0 85 28 30 27 6 0 00
481 68 0 00 43600 24 739 60 0 00 0 00 0 85 28 30 27 66 0 00
484 95 0 00 43600 04 739 60 0 00 0 00 0 84 28 30 27 66 0 00
488 01 0 00 43599 85 739 60 0 00 0 00 0 83 28 30 27 66 0 00
491 07 0 00 43599 66 73 60 0 00 0 00 0 83 28 30 27 66 0 00
494 14 0 00 43599 4 739 60 0 00 0 00 0 82 28 30 2 66 0 00
497 20 0 00 43 99 29 739 60 0 00 0 00 0 81 28 30 27 66 0 00
500 26 0 00 43599 2 739 60 0 00 0 00 0 81 28 30 27 66 0 00
503 32 0 00 43 98 9 739 60 0 00 0 00 0 80 28 30 27 66 0 00
06 39 0 00 43598 78 739 60 0 00 0 00 0 79 28 30 27 66 00
509 45 0 00 43598 6 739 60 0 00 0 00 0 79 28 30 27 66 0 00
512 5 0 00 43598 4 39 60 0 0 0 00 0 8 28 30 27 66 0 0
515 58 0 00 43598 0 739 60 0 0 0 DO 0 78 28 30 27 66 0 0
18 64 0 00 43598 1 739 60 0 00 0 00 0 77 8 30 27 66 0 0
521 70 0 00 43598 00 739 60 0 0 0 00 0 76 8 30 27 66 0 00
524 76 0 00 43 97 85 739 60 0 00 0 00 0 76 28 30 27 66 0 0
527 83 0 00 43597 1 739 60 0 0 0 00 0 75 28 30 27 66 0 0
530 89 0 00 43597 57 739 60 0 00 0 00 0 75 8 30 27 66 0 00
533 5 0 00 43597 43 739 60 0 0 0 00 74 28 30 27 66 0 0
37 02 0 00 43597 3 739 60 0 0 0 00 0 74 8 3 27 66 0 00
540 08 0 00 43597 17 739 60 0 0 0 00 0 73 8 3 27 66 00
543 14 0 00 3597 04 739 60 0 00 0 00 0 72 8 30 27 66 0 00
546 21 0 00 43596 92 739 60 0 0 0 00 0 72 28 30 27 66 0 00
9 27 0 00 43596 7 739 60 0 0 0 00 0 71 28 30 2 66 0 0
552 33 0 00 43596 68 739 60 00 0 00 0 71 28 30 27 66 0 0
5 39 0 00 43596 56 739 BO 0 00 0 00 0 70 28 30 27 66 0 00
5 8 46 0 00 43596 44 739 60 0 00 0 00 0 70 28 30 27 66 0 00
561 52 0 00 43596 33 739 60 0 00 0 00 0 69 28 30 27 66 0 00
564 58 0 00 43596 22 739 60 0 00 0 00 0 69 28 30 27 66 0 00
567 6 0 00 43596 11 739 60 0 00 0 00 0 69 28 30 27 66 0 00
0 71 0 00 43596 0 739 60 0 00 0 00 0 68 28 30 27 66 0 00
573 77 0 00 3595 91 739 60 0 00 0 00 0 68 28 30 27 66 0 00
576 83 0 00 43595 80 39 60 0 00 0 00 0 7 28 30 27 66 0 00
79 90 0 00 43595 70 739 60 0 00 0 00 0 67 28 30 27 66 0 00
582 96 0 00 43595 61 739 60 0 00 0 00 0 66 28 30 27 66 0 00
86 02 0 00 43595 51 39 60 0 00 00 0 66 28 30 2 66 0 00
89 09 0 00 43595 2 739 60 0 00 0 00 0 65 28 30 27 66 0 00
5 2 15 0 00 4359 33 739 60 0 00 0 00 0 65 28 30 27 66 0 00
5 5 21 0 00 3595 24 739 60 0 00 0 00 0 65 28 30 27 66 0 00
5 8 28 D 00 43595 15 739 60 0 00 0 00 0 64 28 30 27 66 0 00
601 34 0 00 43595 06 39 60 0 00 0 00 0 64 28 30 27 66 0 00
6 4 40 0 00 3594 98 739 60 0 00 0 00 0 63 28 30 27 66 0 00
607 46 0 00 43594 89 739 60 0 00 0 00 0 63 28 30 2 66 0 00
610 53 0 00 43594 81 739 60 0 00 0 00 0 63 28 30 27 66 0 00
613 59 0 00 43 94 73 739 60 0 00 0 00 0 62 28 30 27 66 0 00
616 65 0 00 43594 65 739 60 0 00 0 00 0 62 28 30 2 66 0 00
619 72 0 00 4359 8 739 60 0 00 0 00 0 61 28 30 2 66 0 00
622 78 0 00 43594 0 739 60 0 00 0 00 0 61 28 30 2 66 0 00
62 84 0 00 43594 43 739 60 0 00 0 00 0 61 28 30 2 66 0 00
628 90 0 00 43594 35 739 60 0 00 0 00 0 60 28 30 27 66 0 00
631 97 0 00 43594 28 739 60 0 00 0 00 0 60 28 30 2 66 0 00
635 03 0 00 43594 1 739 60 0 00 0 00 0 60 28 30 2 66 0 00
638 09 0 00 43 94 14 739 60 0 00 0 00 0 59 28 30 27 66 0 00
641 16 0 00 43594 07 739 60 0 00 0 00 0 59 28 30 27 66 0 00
644 22 0 00 43594 01 739 60 0 00 0 00 0 59 28 30 27 66 0 00
647 28 0 0 43593 4 739 60 0 00 0 00 0 58 28 30 27 66 0 00
650 35 0 00 43593 8 739 60 0 00 0 0 0 58 28 30 27 66 0 00
653 41 0 00 3 93 1 39 60 0 00 0 00 0 58 28 30 27 66 0 00
656 47 0 00 43 93 75 739 60 0 00 0 00 0 57 28 30 27 66 0 00
659 53 0 00 43593 69 739 60 0 00 0 00 0 57 28 30 27 66 0 00
662 60 0 00 43593 63 739 60 0 00 0 00 0 57 28 30 27 66 0 00
665 66 0 00 4359 7 739 60 0 00 0 00 0 56 28 30 2 66 0 00
668 2 0 OD 43593 51 739 60 0 00 0 00 0 56 28 30 27 66 0 00
671 79 0 00 43593 45 739 60 0 00 0 00 0 56 28 30 27 66 0 00
674 85 0 00 43593 40 739 60 0 00 0 00 0 28 30 27 66 0 00
677 91 0 00 4 593 4 739 60 0 00 0 00 0 5 28 30 2 66 0
680 98 0 00 43593 29 739 60 0 00 0 00 0 28 30 27 66 0 00
684 04 0 00 43593 23 739 60 0 00 0 00 0 54 28 30 27 66 0 00
687 10 0 00 43593 1 S 739 60 0 00 0 00 0 54 28 30 27 66 0 00
690 16 0 00 43593 13 739 60 0 00 0 00 0 54 28 3 27 66 0 00
693 23 0 00 43593 8 739 60 0 00 0 00 0 54 28 30 27 66 0 00
696 29 0 00 43593 03 739 60 0 00 0 00 0 53 28 30 27 66 0 00
699 35 0 00 3 92 98 739 60 0 00 0 00 0 3 28 30 27 66 0 00
02 42 0 00 43592 93 739 60 0 00 0 00 0 53 28 30 27 66 0 00
70 48 0 00 43592 68 739 60 0 00 0 00 0 52 28 30 27 66 0 00
708 54 0 00 43592 83 739 60 0 00 0 00 0 52 28 30 27 66 0 00
711 60 0 00 43592 9 739 60 0 00 0 00 0 52 28 30 2 66 0 00
14 6 0 00 92 4 739 60 00 0 00 0 52 28 30 27 66 00
717 73 0 00 43592 70 739 60 0 00 0 00 0 51 28 30 27 66 0 00
720 79 0 00 43592 65 739 60 0 00 0 00 0 1 28 30 2 66 0 00
23 86 0 00 43592 61 739 60 00 0 00 0 51 28 30 27 66 0 00
726 92 0 00 43592 56 739 60 0 00 0 00 0 2 6 0

729 98 0 00 43592 52 739 60 0 00 0 00 0 50 28 30 27 66 0 00
733 OS 0 00 43592 48 739 60 0 00 0 00 0 50 28 30 27 66 0 00
736 11 0 00 43 92 44 39 60 0 00 0 00 0 50 28 30 27 66 0 00
39 17 0 00 43592 40 739 60 0 00 0 00 0 50 28 30 27 66 0 00
742 23 0 00 43592 36 739 60 0 00 0 00 0 49 28 30 27 66 0 00
745 30 0 00 43592 32 739 60 0 00 0 00 0 49 28 30 27 66 0 00
748 36 0 00 43592 28 739 60 0 00 0 00 0 9 28 30 27 66 0 00
751 42 0 00 43592 24 739 60 0 00 0 00 0 49 28 30 2 66 0 00
754 49 0 00 43592 ZO 39 60 0 00 0 00 0 48 28 30 27 66 0 00
757 55 0 00 43592 17 739 60 0 00 0 00 0 8 28 30 27 66 0 00
760 61 0 00 43592 13 39 60 0 00 0 00 0 48 28 30 27 66 0 00
763 67 0 00 43592 09 739 60 0 00 0 00 0 48 28 30 27 66 0 00
66 74 0 00 43592 06 739 60 0 00 0 00 0 47 28 30 27 66 0 00
769 SO 0 00 43592 02 739 60 0 00 0 00 0 47 28 30 27 66 0 00
772 86 0 00 43591 99 739 60 0 00 0 00 0 47 28 30 27 66 0 00
775 93 0 00 43591 96 739 60 0 00 0 00 0 47 28 30 27 66 0 00
778 99 0 00 43591 92 739 60 0 00 0 00 0 47 28 30 2 66 0 00
782 05 0 00 43591 89 739 60 0 00 0 00 0 46 28 30 27 66 0 00
85 12 0 00 43591 86 739 60 0 00 0 00 0 46 28 30 2 66 0 00
788 8 0 00 43591 82 739 60 0 00 0 00 0 46 28 30 27 66 0 00
791 24 0 00 43 91 79 39 60 0 00 0 00 0 46 28 30 27 66 0 00
794 30 0 00 43591 76 739 60 0 00 0 00 0 46 28 30 27 66 0 00
797 37 0 00 43591 73 739 60 0 00 0 00 0 45 28 30 27 66 0 00
800 43 0 00 43591 70 739 60 0 00 0 00 0 45 28 30 27 66 0 00
803 49 0 00 43591 67 739 60 0 00 0 00 0 45 28 30 27 66 0 00
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809 62 0 00 43591 61 739 60 0 00 0 00 0 4 28 30 2 66 0 00
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8 3 31 0 00 43591 31 739 60 0 00 0 00 0 2 28 30 27 66 0 00
846 37 0 00 43591 29 739 60 0 00 0 00 0 42 28 30 27 66 0
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910 70 0 00 43590 82 39 60 0 00 0 00 0 39 28 30 27 66 0 0
913 6 0 00 3 90 80 739 60 0 00 0 00 0 39 28 30 27 66 0 00
916 82 0 00 43590 79 739 60 0 0 0 00 0 39 28 30 2 66 0 00
9 9 8 0 00 43590 77 739 60 0 00 0 00 0 38 28 30 27 66 0 00
922 95 0 00 43590 75 739 60 0 00 0 00 0 38 28 30 2 66 0 00
9 6 01 0 00 43590 73 739 60 0 0 0 00 0 38 28 30 27 66 0 00
929 07 0 00 43590 71 739 60 0 00 0 00 0 38 26 30 27 66 0 00
932 14 00 43 90 69 739 60 0 00 0 00 0 38 28 30 27 66 0 00
935 20 0 00 43590 68 739 6 0 00 0 00 0 38 28 30 27 66 0 00
938 26 0 00 43 90 66 739 60 0 00 0 00 0 38 28 30 27 66 0 00
941 33 0 00 43590 64 739 60 0 00 0 00 0 37 28 30 27 66 0 00
944 39 0 00 43 9 62 739 60 0 00 0 00 0 37 28 30 27 66 0 00
947 45 0 00 43590 61 739 60 0 00 0 00 0 37 28 30 27 66 0 00
950 51 0 00 43590 59 739 60 0 00 0 00 0 37 28 30 27 66 0 00
953 58 0 00 43590 57 739 60 0 00 0 00 0 37 28 30 27 66 0 00
956 64 0 00 43590 56 739 60 0 00 0 00 0 3 28 30 27 66 0 00
959 70 0 00 43590 54 739 60 0 00 0 00 0 37 28 30 27 66 0 00
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965 83 0 00 43 90 51 739 60 0 00 0 00 0 36 28 30 27 66 0 00
Page 8 Wet Po d BASIN 1 REV 11 02 11 1s

Routing 100 Year Storm
P 2 53
MAX STAGE 740 83 i 5 07
MAX FLOW 26 17 Tp= 16 55 First Time Step 1
s=2 35 Time Step 1 65
Q=096
iser iser arre y ro ic mergency
Time Inflow Storage Stage Outtiow Weir Onface Onface Grade Line Spolway
(min) (�) (cu ft) (ft) (�) (�) (�) (�) (�) (�)
0 00 0 00 29500 64 38 00 0 00 0 00 0 00 0 00 22 33 0 00
1 00 0 36 29500 64 738 00 0 00 0 00 0 00 0 00 22 33 0 00
2 65 2 50 29536 55 738 00 0 00 0 00 0 00 0 00 22 35 0 00
4 31 6 37 29785 07 738 03 0 00 0 00 0 00 0 00 22 46 0 00
5 96 11 58 30417 51 738 11 0 00 0 00 0 00 0 00 22 74 0 00
7 62 17 6 31567 62 738 25 0 00 0 00 0 00 0 00 23 3 0 00
9 27 23 93 33318 45 738 45 0 00 0 00 0 00 0 00 23 96 0 00
10 93 29 85 35694 27 738 73 0 00 0 00 0 00 0 00 24 89 0 00
12 58 34 82 38658 15 739 06 0 00 0 00 0 00 0 00 25 98 0 00
14 24 38 35 42115 62 39 44 0 00 0 00 0 00 0 00 27 17 0 00
89 40 10 923 SS 739 85 2 94 2 11 81 29 29 28 40 0 00
17 55 39 90 49614 04 740 24 11 97 11 97 18 86 30 77 29 1 0 00
19 20 37 76 52387 04 740 52 20 86 20 86 22 70 31 81 30 30 0 00
20 86 33 9 54064 6 740 69 24 71 26 91 24 32 42 30 7 0 00
2 51 29 80 54981 66 74 79 25 73 30 40 2 73 32 74 31 02 0 00
24 17 26 17 55386 11 740 83 26 17 31 98 26 17 32 88 31 12 0 00
25 82 22 98 55386 33 740 83 26 17 31 98 26 17 32 88 31 12 0 00
2 48 20 18 55069 76 740 79 2 83 30 74 25 83 32 77 31 04 0 00
2 13 1 72 54 08 99 740 4 25 21 28 58 25 2 32 8 30 89 0 00
30 79 15 56 3765 41 740 66 24 36 25 80 24 36 32 31 30 68 0 00
32 44 13 66 52891 53 740 57 22 63 22 63 23 32 31 99 30 44 0 00
34 10 12 00 52001 03 740 48 19 54 19 54 22 20 31 67 3019 0 00
35 75 10 53 51252 44 740 41 17 04 17 04 21 22 31 39 29 98 0 00
37 41 9 25 0606 15 7 0 34 14 98 14 98 20 32 31 15 29 80 0 00
39 O6 8 12 50037 56 740 28 13 23 3 23 19 50 30 93 29 63 0 00
40 72 7 13 4953D 67 740 23 11 73 11 73 18 73 30 73 29 48 0 00
42 37 6 26 49074 57 740 8 10 42 10 42 18 01 30 56 29 35 0 00
44 03 5 50 48661 43 740 14 9 29 9 29 17 33 30 0 29 23 0 00
45 68 4 83 48285 42 40 10 8 29 8 29 16 68 30 2 29 12 0 00
47 34 4 24 47942 01 740 O6 7 41 7 41 16 07 30 11 29 01 0 00
48 99 3 72 47627 55 740 03 6 63 6 63 15 49 29 99 28 92 0 0
50 6 3 27 47339 0 740 00 5 94 5 94 14 93 29 87 28 83 0 00
52 30 2 87 47073 90 739 97 5 33 5 33 14 40 29 76 28 75 0 00
3 96 2 52 46829 96 739 95 4 78 4 78 13 89 29 66 2 68 0 00
55 6 2 21 46605 27 739 92 30 4 30 13 41 29 57 2 61 0 00
57 27 1 94 46398 13 739 90 3 87 3 87 12 94 29 49 2 54 0 00
58 92 1 71 46207 02 39 88 3 48 3 48 12 50 29 41 2 48 0 00
60 58 1 50 46030 59 739 86 3 14 3 14 12 07 29 34 2 43 0 00
62 23 1 32 45867 60 739 84 2 83 2 83 11 67 29 27 28 38 0 00
63 88 1 16 45716 93 739 83 2 56 2 56 11 28 29 21 28 33 0 00
65 54 1 01 45 77 8 739 81 2 31 2 31 10 90 29 15 2 29 0 00
67 9 0 89 45448 63 739 80 2 09 2 09 10 55 29 09 2 25 0 00
68 85 0 78 4 329 23 739 79 1 90 1 90 10 20 29 04 2 21 0 0
70 50 0 69 45218 63 739 77 72 1 72 9 88 29 00 28 18 0 00
72 6 0 60 45116 12 739 76 1 56 6 9 56 28 9 28 14 0 00
73 81 0 3 45021 07 9 75 1 42 1 42 9 26 28 91 28 11 0 00
5 47 0 47 44932 88 739 4 29 1 29 S 97 28 88 28 09 0 00
77 12 0 41 44851 02 739 74 1 17 1 17 8 0 28 8 28 O6 0 00
S 78 0 36 44775 00 739 73 07 1 07 8 43 28 81 28 04 0 00
SO 43 0 31 4704 36 739 72 0 98 0 98 B 18 28 78 28 01 0 00
82 09 0 28 44638 69 739 71 0 89 0 89 7 94 28 75 27 99 0 00
83 4 0 4 44577 61 739 71 0 62 0 82 70 28 73 27 9 0 00
85 40 0 21 4 20 77 739 70 75 0 5 7 8 28 70 27 96 0 00
87 05 0 19 44467 84 73 69 0 68 0 68 7 26 28 68 27 94 0 00
88 71 0 16 44418 54 739 69 0 63 0 63 7 O6 28 66 27 92 0 00
90 36 0 14 44372 58 739 68 0 58 0 58 6 86 28 64 27 91 0 00
92 02 0 13 44329 72 739 68 0 53 0 53 6 6 28 62 27 89 0 00
93 67 0 11 44289 72 739 6B 0 9 0 49 6 49 28 60 27 88 0 00
95 33 0 0 44252 38 739 67 0 4 0 45 6 31 28 59 27 87 0 00
96 98 0 09 44217 49 739 67 0 41 0 41 6 15 28 57 7 86 0 00
98 64 0 OS 4 184 88 739 66 0 38 0 38 9 28 6 7 85 0 00
100 29 0 07 44154 38 739 66 0 3 0 35 5 83 28 54 27 84 0 00
101 95 0 O6 4125 84 739 66 0 33 0 33 5 68 28 53 27 83 0 00
103 60 0 05 4099 12 739 65 0 30 0 30 5 54 28 52 27 82 0 00
05 26 0 04 44074 OB 739 65 0 2 0 28 5 40 28 51 27 81 0 00
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108 57 0 03 44028 58 739 65 0 24 0 24 14 28 49 27 80 0 00
110 22 0 03 44007 92 39 65 0 23 0 23 5 02 28 48 27 79 0 00
111 88 0 03 43988 50 739 64 0 21 0 21 4 90 28 47 27 79 0 00
113 53 0 02 43970 26 739 64 0 20 0 20 4 8 28 47 27 78 0 00
115 19 0 02 43953 11 739 64 9 0 18 0 18 wet 4�d BA�$[dF61 Ev2�1��02 1 490

116 84 0 02 43936 96 739 64 0 17 0 17 4 58 28 45 27 7 0 00
1 S 0 0 02 43921 76 739 64 0 16 0 16 4 8 28 44 27 76 0 0
120 1 0 01 43907 4 739 63 0 15 0 15 4 38 28 44 27 6 0 00
121 81 0 01 43893 94 739 63 0 14 0 14 4 29 28 3 2 76 0 00
123 46 0 0 4388 21 39 63 0 13 0 13 4 20 28 43 27 75 0 00
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126 77 0 4385 83 739 63 12 0 12 4 02 28 42 27 74 0 00
128 42 0 01 4384 10 39 63 0 11 0 11 3 94 28 41 27 7 0 00
130 OS 0 01 43836 95 739 63 0 10 0 10 3 8 28 41 27 74 0 00
13 0 0 3 2 39 63 0 10 0 10 3 79 28 40 27 3 0 00
133 39 0 00 43818 25 3 62 0 09 0 09 3 2 28 40 27 73 0 00
135 0 0 00 43809 64 39 62 0 09 0 09 3 65 28 40 27 73 0 00
136 70 0 00 43801 4 39 62 0 OB 0 OS 3 58 28 39 27 73 0 00
138 35 0 00 43793 2 39 62 0 08 0 OS 3 1 28 39 27 72 0 0
140 0 0 00 43786 36 39 62 0 0 0 07 3 4 28 39 27 72 0 00
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144 97 0 00 43 66 1 39 62 0 O6 0 06 3 2 28 38 27 71 0 00
146 63 0 00 43760 40 739 62 0 O6 0 06 3 22 28 37 27 71 0 00
148 28 0 00 43754 67 739 62 0 06 0 O6 3 6 28 37 2 1 0 00
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201 24 0 00 436 8 01 39 61 0 02 0 02 2 0 28 33 2 68 0 00
202 89 0 00 43656 49 7 9 61 0 0 0 0 2 02 28 33 27 68 0 00
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206 20 0 00 43653 60 39 61 0 01 0 01 1 98 28 33 27 68 0 00
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2 2 82 0 00 43648 34 3 61 0 01 0 01 1 90 28 33 27 68 0 00
2 S 0 00 4364 13 739 61 0 01 0 01 1 88 28 33 2 68 0 00
216 13 0 00 43645 95 39 61 0 01 0 01 1 86 28 32 27 68 0 00
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2 4 19 0 00 43626 33 739 60 0 01 0 01 1 2 2 0

2 5 85 0 00 43625 72 39 60 0 01 0 01 1 50 28 32 27 67 0 00
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4 36 0 00 43 97 52 739 60 0 00 0 00 0 74 28 30 27 66 0 00
466 02 0 00 43 97 45 739 60 0 00 0 00 0 4 28 30 27 66 0 00
467 67 00 3 97 37 739 60 0 00 0 00 0 28 30 2 66 0 00
469 33 0 00 3 9 30 739 60 0 00 0 00 0 74 28 30 2 66 0 00
0 8 0 00 43 97 23 739 60 0 00 0 00 0 3 28 30 27 66 0 00
472 64 0 00 43597 16 739 6 0 00 0 00 0 73 28 30 27 66 0 00
474 29 0 00 97 09 739 60 0 00 0 00 0 73 28 30 27 66 0 00
4 5 95 0 00 3 97 03 739 60 0 00 0 00 0 72 28 30 27 66 0 00
477 60 0 00 43 96 96 739 60 0 00 0 00 0 2 28 30 27 66 0 00
4 9 26 0 00 43 96 89 739 60 0 00 0 00 0 2 28 30 27 66 00
480 91 0 00 43596 83 739 60 0 00 00 0 2 28 30 27 66 0 00
82 57 0 00 96 76 39 60 0 00 0 00 0 28 30 2 66 0 00
48 22 0 00 43 96 70 739 60 0 00 0 00 0 71 28 30 27 66 0 00
485 88 0 00 43 96 63 739 60 0 00 0 00 0 71 28 30 27 66 0 00
48 3 0 00 3 96 57 39 6 0 00 0 00 0 0 28 30 27 66 0 00
9 9 0 00 6 51 739 0 00 0 00 0 0 28 30 27 66 0 00
490 84 0 00 43596 45 739 6 0 00 0 00 0 70 28 30 2 66 0 00
492 50 0 00 43 96 39 739 60 0 00 0 00 0 70 28 30 27 66 0 00
494 15 0 00 43 96 33 739 60 0 00 0 00 0 69 28 30 2 66 0 00
495 81 0 00 43596 27 739 60 0 00 00 0 69 28 30 2 66 0 00
49 46 0 00 4 5 6 2 739 60 0 00 0 00 0 9 28 30 27 66 0 00
499 12 0 00 4 96 1 739 60 0 00 0 00 0 9 28 30 2 66 0 00
500 7 0 00 43 96 09 739 60 0 00 0 00 68 28 30 27 66 0 00
02 2 0 00 96 04 39 60 0 00 0 00 0 68 28 30 2 66 0 00
0 08 0 00 3 95 98 739 60 0 00 0 00 0 68 28 30 27 66 0 00
0 73 0 00 43 95 93 739 60 0 00 0 00 0 68 28 30 27 66 0 00
0 39 0 00 43595 87 739 60 0 00 0 00 0 6 28 30 27 66 0 00
9 04 0 00 43 95 82 739 60 0 00 0 00 0 28 30 27 66 0 00
510 70 0 00 4 95 76 739 60 0 00 0 00 0 67 28 30 27 66 0 00
512 35 0 00 43595 71 739 60 0 00 0 00 0 67 28 30 2 66 0 00
514 01 0 00 4359 66 739 60 0 00 0 00 0 66 28 30 2 66 0 00
15 66 0 00 43595 60 739 60 0 00 0 00 0 66 28 30 27 66 0 00
1 32 0 00 43595 55 739 60 0 00 0 00 0 66 28 30 27 66 0 0
5 8 9 0 00 43 95 50 739 60 0 00 0 00 0 66 28 30 27 66 0 00
520 63 0 00 95 45 739 60 0 00 0 00 0 66 28 30 27 66 0 00
Page 12 Wet Pond BASIN 1 REV 11 02 11 1

PERMANENT WET DETENTION POND DESIGN RISER/BARREL
IN 2
PROJECT
CHECKED BY TAK
LOCATION ARCHDALE DATE 10/10/2009
= 23 23 acres
PROPOSED BUILT UPON AREA= 5 57 acres
FUTURE BUILT UPON AREA 0 00 acres
TOTAL ON SITE BUILT UPON AREA= 5 57 acres
PERCENT BUILT UPON- 23 98/
SITE DATA
ON SITE DRAINAGE AREA TO POND= 23 23 acres
ON SITE BUA TO POND= 5 57 acres
ONSITE / BUA FOR POND SUB BASIN- 23 98/
OFF SITE DRAINAGE AREA TO POND 0 00 acres
TOTAL WATERSHED AREA TO POND- 23 23 acres
DISTURBED AREA= 20 00 acres
OFF SITE B U A TO POND- 0 00 acres
/ OF OFF SITE B U A TO POND= #DIV/0�
TOTAL B U A TO POND 5 57 acres
COMPOSITE B U / = 23 98/
TEMP SED STOR USED(Y/N) Y
DESIGN DATA
0 5 acre inc per istu e acre
PERMANENT SEDIMENT STORAGE 0 125 acre in per total drainage area
PERMANENT WATER QUALITY
DEPTH(minimum 3 feet) 3 0 feet
SA/DA 166 percent
1 0 Inch rainfall to be controlled
TypE X corcugated aluminum
reinforced concrete
DESIGN STORM 10 year
RAINFALL INTENSITY 2 32 inches per hour
RUNOFF COEFFICIENT(POS� 0 5
TypE X grass Imed
np rap hned
DESIGN STORM 100 year
RAINFALL INTENSITY 3 4 inches per hour
RUNOFF COEFFICIENT 0 5
POND DATA
ELEV �BOT OF POND= 716 00 SURFACE AREA=7301 SF
ELEV�BOT OF PSS= 716 00 SURFACE AREA=7301 SF
ELEV @ BOT OF PWQ- 717 50 SURFACE AREA 9106 SF
ELEV �NORMAL POOL= 720 50 SURFACE AREA 17114 SF
ELEV �TOP OF RISER- 722 25 SURFACE AREA=21382 SF
ELEV �EMER SPILLWAY= 723 25
ELEV �TOP OF DAM 725 00
INVERT OF BARREL= 712 50
POND DESIGN
54 u �c eet
VOLUME PROVIDED
ELEV �BOT OF PSS- 716 00 URFACE AREA= 7301 Square Feet
ELEV @ BOT OF PWQ= 717 50 URFACE AREA 9106 Square Feet
VOLUME PROVIDED= 12305 Cubic Feet
OK
79 quare ee
ORMAL POOL ELEVATION- 720 50
URFACE AREA PROVIDED- 17114 Sauare Feet
OK
R�- 0 266 in/in
VOLUME REQUIRED- 22413 Cubic Feet
VOLUME PROVIDED
ELEV @ BOT OF TWQ= 720 50 URFACE AREA- 17114 Square Feet
ELEV @ TOP OF TWQ- 722 25 URFACE AREA- P�.8�2lSquare Feet wet e d BASIN 2 v sed 11 i2 11 ls

I VOLUME PROVIDED- 33684 Cubic Feet
OK
MAX PEAK FLOW= 15 5 CFS
HEAD ABOVE TOP OF RISER 0 67 ft
ELEVATION AT TOP OF RISER= 722 25
in - 24 00 in dia
ELEVATION AT TOP OF RISER= �22 z5
ELEVATION OF BARREL INVERT= 7�2 5
Hw PROVIDED= 10 42 k
Hw/D PROVIDED= 5 209633989
Hw/D REQ D FOR DESIGN STORM(FROM CHAR�= 0 65
Hw REQUIRED 1 30 ft
CHECK CULVERT(INLET CONTROL)= OK
(1(hKUM I,HAK I)A I HW/U F'FtUVIUtU= 55 0 CFS
=1 5 2 00 in ia
MIN RISER DIA = 29 39 in dia
RISER DIA USED= 36 in dia
WEIR EQUATION Qw- 17 2 CFS OK
ORIFICE EQUATION Qo 27 B CFS OK
Qw CONTROLS 17 2 CFS
RISER CONTROLS 17 2 CFS
PRINCIPAL SPILLWAY SYSTEM OK
ELEV @ BOT OF WATER QUALITY RELEASE HOLE= 720 50
MAXIMUM RELEASE RATE= 2 Days
MINIMUM RELEASE RATE- 5 Days
MAXIMUM HOLE SIZE 0 061206382 3 35 in dia
MINIMUM HOLE SIZE= 0 024482553 2 12 in dia
ELEV �EMER SPILLWAY 723 25
DESIGN STORM PEAK FLOW= 39 5 CFS
FLOW THROUGH EMER SPILLWAY= 36 3 CFS
EMER SPILLWAY SIDE SLOPES(ie 3 if 31 0 if vertical) 3
FLOW DEPTH= 1 00 ft
VELOCITY(fUsec)= 5 45
TRACTIVE FORCE (Ib/ft 2)= 1 25
BOTTOM WIDTH REQUIRED= 3 76 ft
Page 2 W t P d BASIN 2 e ed 11 12 11 1

R
ELEV �TOP OF RISER �22 25
ELEV �BOT OF PSS- 716 00
H 625ft
AREA OF RISER- 7 1 SF
VOLUME OF RISER 44 2 Cubic Feet
AREA OF BARREL= 3 1 SF
EXPOSEDLENGTH = t000ft
VOLUME OF BARREL= 31 4 Cubic Feet
WEIGHT OF WATER DISPLACED- 4717 10 Ib
FACTOR OF SAFETY(1 25/) 5896 38 Ib
VOLUME OF ANCHOR PROVIDED= 40 0 Cubic Feet OK
VOLUME OF ANCHOR REQUIRED- 39 3 Cubic Feet
PROJECT DIAMONDS KEEP
Drainage Area 23 23 acres
D�sturbed Area 20 0o acres
Impervious Surface 5 57 acres
%Imperv�ous 2a oi
Pool Volume Req d o so �n/acre
Sods(A B C or D) c
Scs Curve Number so
(iNhr) (acre) (cfs)
ear eve opme 0 30 9 23 23 40 35
ear ve opme 0 50 23 23 15 48 10 YEAR FLOW AFTER ROUTING
ear os eve opme 0 0 23 23 36 2 100 YEAR FLOW AFTER ROUTING
Temp Sediment Storage Volume
1/2 ac m/ac
ss=(area 0 5 43560)/12 36 300 00 cf
Perm Sediment Storage Volume
1/8 ac in/ac
ss-(area 0 125 43560)/12= 10 541 cf
Permanent Pool Volume
pp=(area factor 43560)/12 67 460 cf
Total Pond Volume
TPV= 114 301 cf
Toe of Dam Elevation �i�oo Ks= 7826 52 a s s�
Top of Dam Elevat�on �2s oo b= �2s
Dam�dth �e
R�ser
Diameter of nser- 36 00 in
Elev of riser top= 722 25 ft
Cw at nser- 3 00
Cd at nser- 0 60
Trash Rack= 48 00 in
Barrel
Diameter of barrel- 24 00 in
Inv m 712 50 ft
Inv Out= 711 00
Length of barrel- 107 00 ft
Cdb 0 60
Slope 1 40/
Emergency Spolway Page 3 Wet P d BASIN z sea ii i2 ii is

Cw- 3 00
Ecr- 723 25 ft
Dam width= 10 00 ft
Side Slope(Hor to Vert) 3 1
Bottom Width in Feet(Lw) 10
Slope in / 0 01 0 0001
Manning n 0 062
Depth(ft) 018
Flow(cfs) 013
Veloaty(fUsec) 0 O6
T act e Fo ce (lb/ft 0 00
Anti flotation Dewce
Riser Height(ft) 9 75
Barref Length to Dam(ft) 10
Weight of Water Displaced by Riser (Ib) 4298
Weight of Water Displaced by Barcel (Ib) 1959
Weight of Water Displaced by Concrete (Ib) 0
TOTAL 6258
Weight of Concrete Block (Ib) s000
Factor of Safety 0 96'"WARNING! FACTOR OF SAFETY MUST BE INCREASED'"'
Size of Anti�eep Collars(in) so
Stage Storage Function
oMour o our ncr ccum n n tage e
Area Vol Vol (ft) (R)
(sq ft) (cu R) (cu ft)
711 00 7939 00
712 00 9102 00 8520 8520 5 9 05 0 00 1 0 1 1
713 00 10321 00 9711 18232 0 9 81 0 69 2 0 2 0
714 00 11597 00 10959 0 29191 0 10 28 1 10 3 0 2 8
715 00 12928 00 12262 414 3 5 10 63 1 39 4 0 3 8
716 00 17771 00 15349 5 56803 0 10 9 1 61 5 0 4 8
717 00 19345 00 18558 0 75361 0 11 23 1 79 6 0 6 0
718 00 20975 00 20160 0 9 21 0 11 47 1 95 7 0 7 3
719 00 22668 00 21821 1 342 5 11 67 2 08 8 0 8 6
Page 9 W t P d BASIN 2 e s d 11 12 11 ls

RouUng 10 Year Stortn
MAX STAGE ELEV 722 92 P 2 32
MAX FLOW CFS 15 48 i 2 32
40 35 Tp=28 77 First Time Step= 1
s=2 50 Time Step 2 88
Q=077
iser iser arre rau ic mergency
Time Inflow Storage Stage Outtiow Weir Onface Onface Grade Line Spolway
(mm) (�) (�ft) (ft) (�) (�) (�) (�) (�) (�)
0 00 0 00 2 36 02 720 50 0 00 0 00 0 00 0 00 29 8 0 00
1 00 0 08 52136 02 20 50 0 00 0 00 0 00 0 00 29 8 0 00
3 88 1 19 2 9 87 20 50 0 00 0 00 0 00 0 00 29 78 0 00
6 7 3 50 52355 20 20 51 0 00 0 00 0 00 0 00 29 8 0 0
9 63 6 79 2 9 58 720 56 0 00 0 00 0 00 0 00 29 87 0 00
12 1 10 73 4131 50 20 64 0 00 0 00 0 00 0 00 29 99 0 00
5 39 14 9 5983 92 20 76 0 00 0 00 0 00 0 00 30 9 0 00
18 26 19 01 58 63 1 2 93 0 00 0 00 0 00 0 00 0 46 0 00
21 14 22 53 61844 44 21 15 0 00 0 00 0 00 0 0 30 9 0 00
24 02 25 1 6 734 21 21 41 0 00 0 00 0 00 0 00 31 17 0 00
26 89 26 66 0 37 721 69 0 00 0 00 0 00 0 00 31 59 0 00
29 77 26 8 74682 26 2 98 0 00 0 00 0 00 0 00 02 0 00
32 6 25 76 793 9 99 22 28 0 13 0 13 5 60 44 81 32 45 0 00
3 52 23 45 83 44 45 722 55 4 72 4 72 18 4 4 1 32 84 0 00
38 0 20 63 B6 6 58 22 75 1 09 10 09 24 14 46 01 33 3 0 00
41 28 18 11 88795 54 22 86 13 63 13 63 26 69 46 29 33 28 0 00
44 16 15 9 89568 92 22 91 15 2 15 24 2 0 46 41 33 5 0 00
7 03 13 96 89684 00 722 92 15 48 15 48 27 84 46 43 33 36 0 00
49 91 12 26 89422 35 22 90 14 93 14 93 2 6 39 33 34 0 00
52 79 10 77 88962 17 2 88 13 9 13 97 26 9 46 32 33 30 0 00
55 6 9 46 88408 96 2 84 12 8 12 85 26 17 4 23 33 2 0 00
58 54 8 30 87822 86 22 8 11 69 11 69 25 36 46 14 33 20 0 00
61 42 7 29 8723 30 22 77 10 10 B 2 2 46 0 33 15 0 00
64 29 6 40 866 0 24 22 3 9 9 53 23 8 4 9 33 10 0 00
6 1 5 62 86130 85 22 70 S 56 8 56 22 86 88 33 0 0 00
70 0 4 9 8 623 25 22 67 7 68 7 68 22 OS 81 33 01 0 00
72 93 4 33 8 148 74 22 64 6 89 6 89 21 26 45 3 32 97 0 00
7 SO 3 81 84 07 00 22 61 6 18 6 1 S 20 50 66 32 93 0 00
78 68 3 84296 87 22 59 5 54 5 54 19 7 4 60 32 89 0 00
81 56 2 93 83 6 73 22 56 4 9 4 97 19 0 45 54 2 86 0 00
84 43 2 58 83 64 75 722 54 4 46 4 46 1 S 39 45 49 32 83 0 00
87 31 2 26 83239 O6 22 52 4 01 4 01 17 75 4 32 80 0 00
90 19 1 99 8293 79 2 50 3 60 3 60 17 12 45 39 3 77 0 00
93 O6 1 7 826 9 16 22 49 3 2 3 24 16 3 45 34 2 7 0 00
9 9 1 3 82401 46 722 47 2 91 2 91 1 96 30 32 72 00
98 82 1 3 2 63 10 22 45 2 62 2 62 15 41 4 27 32 0 0 00
101 0 1 18 81942 59 22 44 2 2 36 14 88 45 23 32 68 0 00
104 7 1 04 1 38 54 22 43 2 13 2 13 14 38 20 32 66 0 00
107 45 0 91 81 9 69 22 42 1 92 1 92 13 89 45 17 32 65 0 00
110 33 0 80 8 3 4 84 722 41 1 7 1 74 13 43 4 4 32 63 0 00
1 3 20 0 0 81212 91 722 40 1 1 57 12 99 2 32 62 0 00
116 OB 0 62 81062 89 722 39 1 42 1 42 12 56 45 09 32 60 0 00
118 96 0 54 80923 84 722 38 1 29 1 29 12 16 07 32 59 0 00
121 83 0 48 80 94 93 22 37 1 17 1 17 11 7 4 0 32 58 0 00
124 1 0 2 806 36 22 36 1 0 1 06 11 39 4 03 32 5 0 00
127 9 0 37 SO 41 722 36 0 9 0 96 11 03 1 32 56 0 00
130 0 32 80461 41 722 35 0 8 0 SS 10 69 4 00 32 55 0 00
133 3 0 28 80365 76 22 34 0 80 80 10 36 44 98 32 54 0 00
136 22 0 2 802 6 89 2 0 3 0 73 10 0 9 32 53 0 00
139 0 0 22 8 4 29 22 33 0 66 0 66 9 74 95 32 53 0 00
141 9 0 19 80 1 46 722 33 0 61 0 61 9 44 94 32 52 0 00
144 8 0 17 80045 99 22 32 0 55 0 5 9 1 44 93 32 51 0 00
147 3 0 1 9979 45 22 32 0 1 0 1 8 91 92 32 5 0 00
150 60 0 13 991 49 22 31 0 6 0 46 8 65 44 91 32 50 0 00
153 S 0 11 79859 75 722 31 0 43 0 43 8 44 90 32 0 0 00
156 36 0 10 9805 92 22 31 0 9 0 39 8 17 89 32 49 0 00
159 2 0 09 79755 72 22 30 0 36 0 6 7 94 44 88 32 49 0
162 11 0 08 79708 86 722 30 0 33 0 33 2 44 88 2 8 0 00
164 99 0 07 966 11 722 30 0 30 0 30 2 44 87 32 48 0 00
16 0 O6 9624 23 22 30 0 2 0 28 32 44 86 32 48 0 00
1 0 0 0 9 86 02 722 29 0 26 0 26 2 4 86 2 47 0 00
173 62 0 0 9550 28 722 29 0 24 0 24 6 94 44 85 32 47 0 00
176 50 0 04 79 16 84 22 29 0 22 0 22 6 76 44 85 32 47 0 00
179 37 0 0 9485 52 22 29 0 2 0 21 6 9 4 84 32 46 0 00
182 2 0 03 794 6 18 722 29 0 19 0 19 6 3 44 84 32 46 0 00
185 13 0 03 79428 67 22 28 0 1 S 0 1 S 6 27 44 83 32 46 0 00
188 01 0 02 9 2 86 722 28 0 16 0 16 6 12 44 83 32 46 0 00
190 88 0 02 9378 65 22 28 0 15 0 15 5 97 44 82 32 45 0 00
193 76 0 0 93 5 90 22 28 0 14 0 14 5 83 44 82 32 45 0 00
196 64 0 02 9334 52 722 28 0 13 0 13 5 70 44 82 32 45 0 00
199 51 0 0 79314 42 22 28 5 0 12 �1�g P d 5 SIN rC4�ed 11��9�11 ls 0 00

202 9 0 01 79295 51 722 2 0 12 0 12 5 44 44 81 32 45 0 00
205 7 0 01 79277 71 722 27 0 11 0 11 5 32 44 81 32 44 0 00
208 4 0 01 79260 93 722 27 0 10 0 10 5 21 44 81 32 44 0 00
211 02 0 01 79245 12 722 27 0 09 0 09 5 09 44 80 32 44 0 00
213 90 0 01 9230 21 722 27 0 09 0 09 4 99 44 80 32 44 0 00
216 8 0 01 79216 13 22 27 0 08 0 OB 4 88 44 80 32 44 0 00
219 65 0 01 79202 84 722 27 0 OS 0 OS 4 78 44 80 32 44 00
222 53 0 01 79190 27 722 27 0 07 0 07 4 69 44 79 32 4 0 00
225 41 0 00 791 8 39 722 2 0 0 0 07 4 59 44 79 2 4 0 00
228 28 0 00 7916 15 22 2 0 0 0 0 4 0 4 79 32 43 0 00
231 16 0 00 9156 51 722 2 0 O6 0 06 4 42 44 79 32 43 0 0
234 04 0 00 79146 42 722 27 0 06 0 06 4 33 44 79 32 43 0 00
236 91 0 00 79136 86 722 27 0 O6 0 06 4 2 44 9 32 43 0 00
239 9 0 00 79127 79 722 27 0 05 0 05 4 17 44 78 32 43 0 00
242 67 0 00 79119 19 22 26 0 0 0 0 4 10 44 78 32 43 0 00
245 5 0 00 79111 01 722 26 0 05 0 05 4 03 44 78 32 43 0 00
248 42 0 00 79103 24 722 26 0 04 0 04 3 95 44 78 32 3 0 00
251 30 0 00 79095 86 722 26 0 04 0 04 3 89 44 8 32 43 00
254 6 0 00 79088 83 722 26 0 04 0 04 3 82 4 78 32 43 0 00
257 0 0 00 79082 13 722 26 0 04 0 04 3 76 44 78 32 43 0 00
259 93 0 00 79075 76 722 26 0 04 0 04 3 69 4 78 32 43 0 00
262 81 0 00 79069 68 22 6 0 03 0 03 3 63 44 77 32 3 0 00
26 69 0 00 79063 89 722 26 0 03 0 03 3 57 44 77 32 42 0 00
268 56 0 00 9058 36 722 26 0 03 0 03 3 2 44 77 32 42 0 00
271 44 0 0 79053 OS 722 6 0 03 0 0 3 46 44 77 32 42 0 00
274 32 0 00 79048 03 722 26 0 03 0 0 3 41 44 77 32 42 0 00
27 19 0 00 790 3 21 722 26 03 0 0 3 36 44 77 32 42 0 00
280 07 0 00 9038 60 722 26 0 03 0 0 3 31 44 77 32 42 0 0
282 9 0 00 79034 19 722 6 0 02 0 0 3 26 44 77 32 42 0 00
28 82 0 00 79029 96 722 26 0 02 0 02 3 21 44 77 32 42 0 00
288 70 0 00 79025 92 722 6 0 02 0 02 3 16 44 7 32 42 0 00
29 58 0 00 9022 04 722 26 0 02 0 02 3 12 44 77 32 42 0 00
29 46 0 00 79018 32 722 26 0 02 0 02 3 OS 44 77 32 42 0 00
297 33 0 00 79014 75 722 26 0 02 0 02 3 03 44 7 32 42 0 00
30 21 0 00 79011 32 722 26 0 02 0 02 2 99 44 77 32 42 0 00
303 09 0 00 79008 03 722 26 0 02 0 02 2 95 44 6 32 42 0 00
30 96 0 00 79004 87 722 26 0 02 0 02 2 91 44 76 32 42 0 00
308 64 0 00 79001 84 722 26 0 02 0 02 2 87 44 76 32 42 0 00
311 72 0 00 78998 91 722 26 0 02 0 02 2 84 44 76 32 42 0 00
314 59 0 00 8996 10 722 26 0 02 0 02 2 80 44 76 32 42 0 00
3 7 47 0 00 78993 40 722 26 0 02 0 02 2 77 44 76 32 42 0 00
320 35 0 00 78990 79 722 26 0 01 0 01 2 73 44 6 32 42 0 00
323 23 0 00 78988 28 722 26 0 01 0 01 2 70 44 76 32 42 0 00
326 0 0 00 78985 86 722 26 0 01 0 01 2 66 44 76 32 42 0 00
328 98 0 00 78983 53 722 26 0 01 0 01 2 63 44 6 32 2 0 00
331 86 0 00 78981 28 722 26 0 01 0 01 2 60 44 76 32 42 0 00
334 73 0 00 78979 10 7 2 26 0 01 0 01 2 57 44 76 32 42 0 00
337 61 0 0 78977 01 722 26 0 01 0 01 2 54 44 76 32 42 0 00
340 4 0 00 8974 98 22 26 0 01 01 2 51 44 76 32 42 0 00
343 36 0 00 7 973 03 722 26 0 01 0 01 2 48 44 76 32 42 0 00
346 24 0 00 78971 14 22 26 0 01 0 01 2 45 44 76 32 42 0 00
349 12 0 00 78969 31 722 26 0 01 0 2 43 44 76 32 42 0 00
3 2 00 0 00 8967 54 722 25 0 01 0 1 2 40 44 76 32 42 0 00
3 4 87 0 00 78965 83 722 2 0 01 0 1 2 37 4 76 32 2 0 00
3 7 0 00 8964 1 722 25 0 01 0 1 2 35 44 6 32 42 0 00
380 63 0 00 78962 57 722 25 0 01 0 1 2 3 44 76 32 42 0 00
3 3 50 0 00 78961 01 722 25 0 01 0 01 2 30 44 76 32 42 0 00
3 6 38 0 00 78959 1 22 25 0 01 0 01 2 2 44 76 32 42 0 00
36 26 0 00 78958 05 22 25 0 01 0 01 2 25 44 76 32 42 0 00
372 13 0 00 78956 64 22 25 0 Ot 0 01 2 23 44 76 32 42 00
375 01 0 00 78955 27 722 25 0 01 0 01 2 21 44 6 32 1 0 00
37 89 0 00 78953 94 72 25 0 1 0 01 2 1 44 76 32 41 0 00
380 77 0 00 8952 64 722 25 0 01 0 01 2 16 44 76 32 41 0 00
383 64 0 00 78951 39 722 25 0 01 0 01 2 44 76 32 41 0 00
3H6 52 0 0 78950 17 722 25 0 01 0 01 2 12 4 76 32 41 0 0
389 40 0 00 78948 99 722 25 0 01 0 01 2 10 4 76 32 4 0 00
392 27 0 00 78947 84 72 25 0 01 0 01 2 OS 44 5 32 41 0 00
385 1 0 00 78946 73 72 25 0 01 0 01 2 O6 44 75 32 41 0 00
398 03 0 00 78945 64 722 25 0 01 0 01 2 04 44 7 32 41 0 00
400 90 0 00 78944 59 722 25 0 01 0 01 2 02 44 7 32 41 0 00
403 78 0 00 78943 56 722 25 0 01 0 01 2 01 44 75 32 41 0 00
406 66 0 00 78942 57 722 25 01 0 01 99 44 7 32 41 0 00
409 54 0 00 78941 60 722 25 0 01 0 01 1 97 44 7 32 4 0 00
412 41 0 00 78940 65 722 25 0 01 0 01 1 95 44 75 32 41 0 00
4 5 29 0 00 7 939 73 722 25 0 01 0 01 1 93 44 7 32 41 0 00
418 17 0 00 78938 84 722 25 0 01 0 01 1 92 44 75 32 41 0 00
421 04 0 00 8937 96 722 25 0 00 0 00 1 90 44 5 32 41 0 00
423 92 0 00 78937 11 722 25 0 00 0 00 1 88 44 75 32 41 0 00
426 SO 0 00 78936 28 722 25 0 00 0 00 1 87 44 75 32 41 0 00
429 67 0 00 78935 48 722 25 0 0 0 00 1 85 44 32 41 0 00
32 55 0 00 78934 69 722 25 0 00 0 00 1 4 44 7 32 41 0 00
35 43 0 00 78933 92 722 25 0 00 0 00 1 2 4 7 32 41 0 00
38 31 0 00 78933 16 722 25 0 00 0 00 1 81 44 75 32 41 0 0
41 18 0 00 78932 45 722 25 0 00 1 3 1 0 00

444 O6 0 00 78931 73 722 25 0 00 0 00 1 78 44 75 32 41 0 00
44 94 0 00 78931 04 722 25 0 00 0 00 1 76 44 75 32 41 0 0
44 81 0 00 78930 36 722 25 0 00 0 00 1 75 44 75 32 41 0 00
45 69 0 00 78929 70 22 25 0 00 0 00 1 74 44 75 32 41 0 00
455 7 0 00 78929 05 722 2 0 00 0 00 1 72 44 75 32 41 D 00
458 44 0 00 78928 42 22 25 0 00 0 00 1 71 44 75 32 41 0 00
461 32 0 00 78927 80 22 25 0 00 0 00 1 70 44 5 32 41 0 00
464 20 0 00 78927 20 722 25 0 00 0 00 68 44 75 32 41 0 00
467 08 0 00 78926 61 722 25 0 00 0 00 1 67 44 7 32 41 0 00
469 95 0 00 8926 03 22 2 00 0 00 1 66 44 75 32 41 0 00
4 2 83 0 00 8925 47 722 25 0 00 0 00 1 64 44 75 32 41 0 00
475 71 0 00 78924 92 722 25 0 00 0 00 1 63 44 7 32 41 0 00
478 58 0 00 78924 3 722 25 0 00 0 00 1 62 44 75 32 41 0 00
481 46 0 00 78923 8 22 25 0 00 0 00 1 61 4 75 32 41 0 00
84 34 0 00 78923 34 22 25 0 00 0 00 1 60 44 75 32 41 0 00
487 21 0 00 78922 84 22 25 0 00 0 00 1 58 44 75 32 41 0 00
490 09 0 00 789 2 35 722 2 0 00 0 00 1 57 44 75 32 41 0 00
492 97 0 00 8921 8 722 25 0 00 0 00 1 56 44 75 32 41 0 00
495 85 0 00 78921 3 722 25 0 00 0 00 1 55 44 75 32 41 0 00
498 72 0 00 8920 93 722 25 0 00 0 00 1 54 44 75 32 41 0 00
501 60 0 00 78920 48 722 25 00 0 00 1 53 44 7 32 0 00
504 48 0 00 78920 03 722 25 0 00 0 00 1 52 4 75 32 41 0 00
507 35 0 00 8919 60 722 25 00 0 00 1 51 44 7 32 41 0 00
5 0 23 0 00 78919 17 722 25 00 0 00 1 50 44 75 32 41 0 00
513 11 0 00 78918 76 722 25 0 00 0 0 1 49 44 75 32 41 0 00
515 99 0 00 7891 S 3 722 25 0 00 0 00 1 8 44 75 32 41 0 00
5 8 86 0 00 78917 95 722 25 0 00 0 00 1 47 44 75 32 41 0 00
5 1 74 0 00 78917 56 722 25 0 00 0 00 1 46 44 75 32 41 0 00
524 62 0 00 78917 17 22 25 0 00 0 00 1 45 44 7 32 41 0 00
2 49 0 00 78916 BO 722 2 0 OD 0 00 1 44 44 75 32 41 0 00
5 0 37 0 00 8916 3 722 25 0 00 0 00 1 43 44 75 32 41 0 00
533 5 0 00 78916 07 722 25 0 00 0 00 1 42 4 75 32 41 0 00
536 12 0 00 789 5 1 722 25 0 00 0 00 1 41 44 75 32 41 0 00
539 00 0 00 78915 36 722 25 0 00 0 00 1 40 44 75 32 41 0 00
541 SS 0 00 78915 2 722 25 0 00 0 00 1 39 44 75 32 41 0 00
54 76 0 00 78914 69 722 25 0 00 0 00 1 39 44 75 32 41 0 00
54 63 0 00 78914 36 22 25 0 00 0 00 1 38 44 75 32 41 0 00
550 1 0 00 78914 3 722 25 0 00 0 00 1 37 44 75 32 41 0 00
3 39 0 00 78913 72 22 25 0 00 0 00 1 36 44 75 32 41 0 00
556 26 0 00 8913 41 722 2 0 00 0 00 1 35 44 75 32 41 0 00
559 14 0 00 78913 0 722 25 0 00 0 00 1 34 44 75 32 41 0 00
562 02 0 00 78912 80 722 25 0 00 0 00 1 33 44 7 32 41 0 00
64 89 0 00 78912 51 722 25 0 00 0 00 1 33 44 75 32 41 0 00
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Paq 8 W t Po d BASIN 2 ev sed 11 12 11 ls

Routing 100 Year Storm
P 3 40 Emergency Spolway Activated
MAX STAGE 723 43 r— 3 40
MAX FLOW 36 26 Tp— 39 87 First Time Step 1
s=2 50 Time Step— 3 99
Q- 156
iser iser ame y ro�c mergency
Time Inflow Storage Stage Outflow We�r Onface OMace Grade Line Sptliway
{mm) (�) (�ft) (ft) (�) (�) (�) (�) (�) (�)
0 00 0 00 2136 02 20 50 0 00 0 00 0 00 0 00 29 78 00
1 00 0 06 52136 0 720 50 0 00 0 00 0 00 0 00 29 78 00
4 9 1 50 52150 67 720 50 0 00 0 00 0 00 0 00 29 78 00
S 97 4 3 52 10 72 720 53 0 00 0 00 0 00 0 00 29 82 00
12 96 9 43 53643 33 720 60 0 00 0 00 0 00 0 00 29 4 0 00
16 95 1 14 55900 O6 20 76 0 00 0 00 0 00 0 00 30 18 0 00
20 94 21 30 59522 3 721 00 0 00 0 00 0 00 0 00 30 5 D 00
4 92 27 31 6461 S 2 721 34 0 0 0 00 0 00 0 00 31 O6 0 00
28 91 32 57 1151 20 721 76 0 00 0 00 0 00 0 00 31 69 0 00
2 90 36 58 78944 14 722 25 0 01 0 01 2 02 44 75 32 41 0 00
36 89 38 95 87695 29 722 80 11 45 11 45 25 18 46 12 33 19 0 00
40 87 39 43 94274 28 723 20 26 13 26 13 33 15 47 11 33 75 0 00
44 86 37 99 97456 94 723 39 35 60 34 45 36 35 47 57 34 01 1 58
48 85 34 6 98028 44 723 43 36 26 36 02 36 90 47 66 34 O6 2 20
52 84 30 61 9 669 17 723 40 35 S4 35 03 36 55 47 60 34 03 1 81
56 82 26 S 964 9 20 723 33 32 32 31 66 35 34 47 42 33 93 0 66
60 81 23 60 9511 S 20 723 2 28 26 28 26 34 03 47 23 33 82 0 0
64 80 20 3 94002 81 723 18 25 4 25 4 32 86 47 07 33 3 0 00
68 79 18 20 92872 29 723 1'! 22 69 22 69 31 63 46 90 33 63 0 00
72 77 15 98 91796 83 723 05 20 16 20 16 30 41 46 74 33 54 0 00
76 6 14 03 90795 62 722 99 17 90 17 90 29 22 46 59 33 45 0 00
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88 2 9 50 8823 05 722 83 12 51 12 51 25 93 46 21 33 23 0 00
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96 70 7 33 86856 3 722 75 9 87 9 87 23 96 46 00 33 12 0 00
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128 60 2 59 83157 3 722 52 3 90 3 90 17 58 45 42 32 79 0 00
132 59 2 27 82845 0 722 50 3 48 3 48 16 93 45 37 32 76 0 00
136 57 2 00 82556 74 22 48 3 11 3 11 16 3 45 33 32 74 0 00
140 56 1 75 82291 1 722 46 2 78 2 78 15 70 45 29 32 71 0 00
144 5 1 54 82046 00 722 45 2 48 2 48 1 1 45 25 32 69 0 00
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38 36 0 00 78900 1 22 25 0 00 0 00 0 94 44 32 41 0 0
842 35 0 0 8900 26 722 2 0 00 0 93 44 7 41 0 00
846 34 0 00 8900 13 722 2 0 00 0 00 0 93 44 32 41 0 00
0 0 0 8899 99 22 25 0 00 0 92 44 32 1 0 00
854 3 0 00 88 9 8 22 2 0 00 0 00 0 92 44 7 32 1 0 00
8 S 30 0 00 78899 72 22 25 0 00 0 00 0 91 44 32 1 0 00
862 29 0 00 78899 9 722 2 0 00 0 00 0 9 44 32 41 0 00
866 27 0 00 78899 47 722 2 0 00 0 00 0 90 44 75 32 41 0 00
870 26 0 00 8899 34 722 25 0 00 0 00 0 90 44 75 2 41 0 00
8 25 0 00 8 9 22 22 25 0 00 0 00 0 89 4 32 1 0 00
S 8 24 0 0 78899 722 2 0 00 0 00 0 89 44 75 32 41 0 00
882 22 0 00 8898 98 22 25 0 00 0 00 0 88 44 5 32 41 0 00
886 21 0 00 78898 86 722 2 0 00 0 00 0 88 44 5 3 1 0 00
890 20 0 00 78898 4 722 2 0 00 0 00 0 87 44 32 41 0 00
894 9 0 00 78898 63 722 2 0 00 0 00 0 8 44 75 32 41 0 00
898 0 00 8898 52 22 25 0 00 0 00 0 86 44 75 32 41 0 00
902 16 0 00 78898 4 722 25 0 00 0 00 0 86 44 75 32 41 0 00
906 1 0 00 78898 30 722 2 0 00 0 00 0 85 44 75 32 41 0 00
910 14 0 00 8898 20 722 2 0 00 0 00 0 85 44 7 32 41 0 00
914 12 0 00 8898 09 722 2 0 00 0 00 0 84 44 75 2 0 00
9 0 00 78897 99 722 25 00 00 0 84 44 75 32 41 0 00
922 10 0 00 8897 89 722 2 0 00 0 00 0 83 44 75 32 41 0 00
926 09 0 00 78897 79 722 25 0 00 0 00 0 83 44 75 32 41 0 00
930 07 8897 69 722 25 0 00 0 00 0 83 44 32 41 0 00
93 6 0 00 8897 9 722 25 0 00 0 00 0 82 44 32 41 0 00
938 05 0 00 889 0 722 2 0 00 0 00 0 82 4 32 4 0 00
942 04 0 00 889 722 25 0 00 0 00 0 81 44 32 41 0 00
946 02 0 00 78897 31 22 2 0 00 0 1 3 1 0 00

950 01 0 00 78897 22 722 25 0 00 0 00 0 80 44 75 32 41 0 00
954 00 0 00 78897 13 722 25 0 00 0 00 0 80 44 75 32 41 0 00
957 99 0 00 78897 05 722 25 0 00 0 00 0 80 44 7 32 41 0 00
g61 g7 0 00 8696 96 722 25 0 00 0 00 0 79 44 75 32 41 0 00
965 96 0 00 78896 87 722 25 0 00 0 00 0 79 44 75 32 41 0 00
969 95 0 00 78896 79 722 2 0 00 0 00 0 78 44 75 32 41 0 00
973 93 0 00 78896 1 722 25 00 0 00 0 78 44 75 32 41 0 00
977 92 0 00 78896 62 722 25 0 00 0 00 0 78 44 5 32 41 0 00
981 91 0 00 78896 54 722 25 0 00 0 00 0 77 44 32 41 0 00
985 90 0 00 78896 46 22 25 0 00 0 00 0 7 44 75 32 41 0 00
989 66 0 00 78896 39 722 25 0 00 0 00 0 77 44 5 32 41 0 00
993 87 0 00 78896 31 722 25 0 00 0 00 0 76 44 5 32 41 0 00
997 86 0 00 78896 23 722 25 0 00 0 0 0 76 44 5 32 41 0 00
1001 85 0 00 78896 16 722 25 0 00 0 00 0 75 44 75 32 41 0 00
1005 83 0 00 78896 08 722 25 0 00 0 00 0 75 44 75 32 41 0 00
1009 82 0 00 78896 01 722 25 0 00 0 00 0 75 44 75 32 41 0 00
1013 81 0 00 78895 94 722 2 0 00 0 00 0 74 4 75 32 41 0 00
1017 80 0 00 78895 87 722 25 0 00 0 00 0 74 44 75 32 41 0 00
1021 8 0 00 78895 80 722 25 0 00 0 00 0 74 4 75 32 41 00
1025 77 0 00 78895 73 722 25 0 00 0 00 0 73 44 75 32 41 0 00
1029 76 0 00 8895 66 722 25 0 00 0 00 0 73 44 75 32 41 0 00
1033 75 0 00 78895 60 722 25 0 00 0 00 0 73 44 75 32 41 0 00
1037 73 0 00 78895 53 722 25 0 00 0 00 0 72 44 5 32 41 0 00
104 72 0 00 78895 47 722 25 0 00 0 00 0 72 44 75 32 41 0 00
1045 71 0 00 78895 40 722 25 0 00 0 00 0 72 44 75 32 41 0 00
1049 70 0 00 78895 34 722 25 0 00 0 00 0 71 44 75 32 41 0 00
1053 68 0 00 76895 27 722 2 0 00 0 00 0 71 44 7 32 41 0 00
1057 67 0 00 78895 21 722 25 0 00 0 00 0 71 44 75 32 41 0 00
1061 66 0 00 78895 15 722 25 0 00 0 00 0 70 44 5 32 41 0 00
1065 65 0 00 78895 09 722 25 0 00 0 00 0 70 44 75 32 41 0 00
1069 63 0 00 78895 03 722 25 0 00 0 00 0 70 44 75 32 41 0 00
1073 62 0 00 78894 97 722 25 0 00 0 00 0 70 44 5 32 41 0 00
1077 61 0 00 78894 92 722 25 0 00 0 00 0 69 44 75 32 41 0 00
1081 60 0 00 8894 86 722 25 0 00 0 00 0 69 44 75 32 41 0 00
1085 58 0 00 78894 80 722 25 0 00 0 00 0 69 44 75 32 41 0 00
1089 57 0 00 78894 75 722 25 0 00 0 00 0 68 44 75 32 41 0 00
1093 56 0 00 78894 69 722 2 0 00 0 00 0 68 44 75 32 41 0 00
1097 55 Q 00 78894 64 722 25 0 00 0 00 0 68 44 75 32 41 0 00
1101 53 0 00 78894 59 722 25 0 00 0 00 0 67 4 7 32 41 0 00
1105 52 0 00 78894 53 722 25 0 00 0 00 0 67 4 75 32 41 0 00
1109 51 0 00 7889 48 22 25 0 00 0 00 0 6 44 75 32 41 0 00
1 13 50 0 00 78894 43 722 25 0 00 0 00 0 67 44 75 32 41 0 00
1 17 48 0 00 78894 38 722 25 0 00 0 00 0 66 44 75 32 41 0 00
112 47 0 00 78894 33 722 2 0 00 0 00 0 66 44 75 32 41 0 00
1 25 46 0 00 78894 28 722 25 0 00 0 00 0 66 44 75 32 41 0 00
1129 44 0 00 78894 23 722 2 0 00 0 00 0 66 44 75 32 41 0 00
1133 43 0 00 78894 18 722 2 0 00 0 00 0 65 44 75 32 1 0 00
1137 42 0 00 78894 13 722 25 0 00 0 00 0 6 44 75 32 41 0 00
1141 41 0 00 78894 09 722 25 0 00 0 00 0 65 44 75 32 41 0 00
11 39 0 00 78894 04 22 25 0 00 0 00 0 64 44 75 32 41 0 00
1149 38 0 00 78893 99 722 25 0 00 0 00 0 64 44 75 32 41 0 00
1153 37 0 00 788 3 95 722 25 0 00 0 00 0 64 44 75 32 41 0 00
1157 36 0 00 78893 90 722 25 0 00 0 00 0 64 44 75 32 41 0 00
1 61 34 0 00 78893 86 722 25 0 00 0 00 0 63 44 75 32 41 0 00
116 33 0 00 78893 82 722 25 0 00 0 00 0 63 44 75 32 1 0 00
169 32 0 00 78893 77 722 25 0 00 0 00 0 63 44 75 32 41 0 00
1173 31 0 00 78893 73 22 25 0 00 0 00 0 63 4 7 32 41 0 00
1177 29 0 00 78893 9 722 2 0 00 0 00 0 62 4 32 4 0 00
1181 28 0 00 78893 65 722 25 0 00 0 00 0 62 4 75 32 41 0 00
1185 27 0 00 78893 60 722 25 0 0 0 00 0 62 44 75 32 41 0 00
1189 26 0 00 78893 56 22 2 0 00 0 00 0 62 44 5 32 41 00
1193 24 0 00 8893 2 22 25 0 00 0 00 0 81 4 75 32 41 0 00
1197 23 0 00 78893 48 22 25 0 00 0 00 0 61 44 5 32 41 0 00
1201 22 0 00 78893 44 722 25 0 00 0 00 0 61 44 75 32 41 0 00
1205 21 0 00 78893 41 722 25 0 00 0 00 0 61 44 75 32 41 0 00
1209 19 0 00 78893 37 722 25 0 00 0 00 0 61 4 75 32 41 0 00
1213 18 0 00 78893 33 722 25 0 00 0 00 0 60 44 75 32 41 0 00
121 17 0 00 78893 29 22 2 0 00 0 00 0 60 44 5 32 4 0 00
221 16 0 00 78893 25 722 25 0 00 0 00 0 60 44 7 32 41 0 00
122 14 0 00 78893 22 722 25 0 00 0 00 0 60 44 75 32 41 0 00
1229 13 0 00 78893 18 722 25 0 00 0 00 0 59 44 75 32 41 0 00
1233 12 0 00 78893 14 722 2 0 00 0 00 0 59 44 5 32 41 0 00
123 11 0 00 78893 11 22 25 0 00 0 00 0 59 44 75 32 41 0 00
1241 09 0 00 78893 07 722 25 0 00 0 00 0 59 44 75 32 41 0 00
1245 08 0 00 78893 04 722 25 0 00 0 00 0 59 44 75 32 41 0 00
1 49 07 0 00 8893 00 722 25 0 00 0 00 0 58 4 75 32 4 0 00
1253 06 0 00 78892 97 722 25 0 00 0 00 0 58 44 75 32 41 0 00
P ge 12 w t P d BASIN 2 ev sed 11 12 11 1

D,aM�.�ds �C«p
�Jsaw
Scott F Cole
Licensed So�Scienhst
312 Copple's Road Ezt
Asheboro,NC 27205-0711
H [phone], M [phone]
Summey Engineeruig Associates January 14,2010
Attn Mr Mack Summey
1342 E Salisbury Street
Asheboro,NC 27203
Re Idenhficahon of the seasonal high water table for storm water devices m the Diamonds Keep subdivision
located on Archdale Road,Randolph County,NC
Mr Summey,
Per your request, soil conditions were evaluated at multiple locahons on the above referenced property to
determine the depth of the seasonal high water table Work was conducted to sahsfy requirements set forth m
the North Carolana Dcvasion of Water Qualaty Stormwater Best Management Practaces Manual
Soil boruigs around proposed wet ponds and future sand filters were evaluated Samples were collected with
hand augers
The seasonal high water table is determmed by a field evaluahon for soil wetness condihons Soil wetness
condihons are determmed by the presence of colors with a chroma of 2 or less(m Munsell color notahon)m
mottles or the honzon matnx Colors of chroma 2 or less due to relic mmerals from the parent matenal
(underlyuig rock) are not considered as mdicators for soil wetness condihons
RESULTS
• Site 1 Wet pond(lot#S)
Base elevahon 742 69'
Seasonal high water observed 6 5 below surface
Seasonal lugh-water elevahon 73619'
• Stte 2 Wet pond(behmd lot#21)
Base elevation 721 02'
Seasonal high-water not observed within 7' of surface(714 02')
Note Base elevahon is 1 25' (15 mches) above bottom of pond

• Site 3 Wet pond(behand lots#195-197)
Base elevation 726 15'
Seasonal high water observed 1 5 (18 mches)below surface
Seasonal lugh-water elevahon 724 65'
• Sate 4 Wet pond(south of lot#201)
Base elevation 704 66
Seasonal high-water not observed wathin 7' of su�face(697 66')
• Sate S Sand filter(front of lots#67& 68)
Base elevation 707 9
Seasonal lugh-water not observed witlun 7' of surface(700 9')
• Site 6 Sand filter(front of lots#64 & 65)
Base elevation 704 14'
Seasonal lugla-water not observed within 7' of surface(69714)
The attached map shows the locat�on of each samplmg pomt, its elevation, and the elevation at which the
seasonal high water table was observed (if applicable)
I am pleased to be of service in tlus matter and will be ava.ilable, if necessary, to provide additional services that
may aid in the successful completion of tlus pro�ect
Thank you ����� 5��� ����
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Scott F Cole U �`��`��c�,'�i� �
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The data collection used to roduce this media was last u dated on 10114/2009 928:18 AM EST.
Date/Time Stamp All information on this media is prepared for the inventory of real property found within Randolph Counry.All data,including maps,is compilad from recorded
deeds,plals,and other public records and data.Users of this data are hereby notified that the aforemenlioned public primary infortnation sources should be
consulted for verificatlon of the infortnation.All information contained herein was created tor the County's intemal use.Rantlolph County,its agents and
10/19/2009 9:34:40 AM employees make no warranty as to the correctness or accuracy of the information set forth on this media whether express or implied,in fact or in law,inGuding
EST wi�hout limitation the implied warranties of inerchantability and fitness for a particular use.Any resale of this data is strictly prohibited in accordance with North
Version 4.3(December 2008) Carolina General Statute 132-10.Grid is based on North Carolina State Plane NAD83.
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NORTH CAROLINA
RANDOiAN f'Oi lM'Y
Prepaied by dt retum to Dav�d K Rc>senblutt PO Box 2756 H�gh Pomt,NC 21261
DECLARATION OF RESTRICTIVE CpVENANTS ANA CONDI170NS
�OR D1AMQ1mS KF.�P SUBANISIffN
THIS DECi.ARATION ia made on the daoe heremaRer set fo�h by AIAMONDS ICEEP LLC e North
Ceml�oa limited liehd�ty oomp�y havuig an officc m R�dolph Cowty NaQth Camlma,hereineRec refwred to a4
"DBCl.ARAIH7'"
Wt2'NESSETH
W}�REAS Dec(arent�We ownar of certaw p�opaty m thc County of Randulph,Smte of Nonb Caroline
d�ea ts moie pactleWorly des�n3ed as Sotl�ws
SEE EXF1fBIT A A7TAC�FIBD
WI�RBAS n iv the��rient of the Dalerant hereby oo cauae the above deaeribed prop�rty aa conveyed bp
1he Docla�ant to ife subjected w ffi�s Declatatan of Coveom�is,Condumos aad rp�ns
NOW THEREFORE Decletant he�eby declares fhet alt of tho propetty described above shall be held,sold
and conveyed subjeet w the Wtlowmg easaa+�b rostnchons,eova�ems emd condmons,w6�ch are f�the p�upose of
protaNng the value�d desbab�lRy o�Seid�esaictfon�as hereby deciarod aad agreed Lo bc a bucden eod benefrt W
e4Y D�+sa�acquiring,or mvning my mta+est m dro teel propeAy hac�n descn'bed m�d o�r uppQOVemrnts d�e�eon
�B��as heaa �s,aceeutors,amninimetars and�wsees 'ibese r�str�ct�on9 shafl ePP�Y�
eadi ead every lot as shown upon Ute esid�vwrded plat
ARTICLE 1
DE�1NiTtAI�tS
SEC710N 1. DECLAAANT "pp„�pt�meaa end refar Oo DIAMONDS I(BBp I,GC ay well ns hs
s�s eod asstp�,purssttant ro en exprqts su�Ome�s ar conveyance of mty�pec�al Docl�ant nghts heieimder
to wc6 sac�a ar assign,all of wbfch rlghts,includu�Dxlaraat e votmg a�hrtcea¢al rov�ew easemeot and
developmeat ng�,etrell be assignable m�d may bt appomomed on a lot by lot busn.
�E�'f10N 2.�(�shall roea�m0 refer to the Fedaa!Hwswg Admiws�atem of the Depanmenc uf
Houa�ug end Urben Develap�e�
SE�LQI��'I LotshaU misen and rnfar w mry�ly numbaed plot of lend shown upmi a�ry mw
or subsequendy recocdod subdivawn plet o[tlw Propemes mta+ded far res�ent�al wwn home purpos�s snd shaU
mclaee mry uepe�000s�u�xod mee000 and°Lals"ahaU refer ro au suc61o1a couecavely necla�ata haeby
►eserv�the n�glrc to re000Sgme,5om�me w ume md wubout consaa of die Owaas the bo�denea of e�ry Lot a
Lots owaod by Dal�mt aud W diereby croate addtdanel Lo� eUmmate exi9hag Lots provided,ho�vever m no
avent ahatl the i�roperttes coN�In a�eemer aumber of I..ob d�m�the m�mber from bme to ame pemimed by the
�eac 8ovemmen�l authonlY(tes) If tkcimmd do�,�b to exero�se LLs n�ta ou rovue t6e bamdemey of une vr
more l.om oweed by Declanmt or add ar elaninete s�On(s�Dala�ant sball reea�d s revised pl+u oit6e affxoed Lot
or Lots Uqm tecmduQg bJl Declerent of wch a revuod Qlet,each lot showm�tl�e�uev�ou9ly racorded plat or platc,
dte bouodenes of wL►eb arie rov�sad by the n�ved pfat,shal)aave to 6e a bt"es defined m tlus Declecahoa�d
aaeh eewb can6y�d�a shown oa the�p�t sha��be a �ot"m defincd u►this Deel�at�m
SEC7ION 4 ��1 "Plan shall me�s�d�fer tu d�e plm(s)for tLe plopatus�d the Addihonal k'ropeRy now
Or�EB�8�(OYEd�1hC gOV�E1119�9L�'�!b 63YQIg)IQ18�1Ct10t1.65 SYC�1 p�8�fll8}�bC�I11 tj1CC W t�lOE
amcmded and�ytoved.C�copWS�plana�t may be made apEnoveB�d�ed ahall not be bmdmg upon the

Declazmt�mhl such dmx u the smne�a sub�e�ed w thu DeCle�ation then a►ly ro the eztent herem slated
�EC710N S OWNER. "OwmeP shall mean�d n[er to the rocord Oumer whether ooe or morc person s
or eobtus of a fae s�vryle utle w any Lot whuh a a pert of the ptoperttes,as heremafler defined,uuludmg canuect
seliers but Excludmg t4o9e having auch mterest ma�ely�seqmty for dre paform�c$of an
Obl�con.
CFM'/ON 6•�,fiR[OD OF DECI.ARANT CONTROL Ponod of"Declerant"Co�roo1 shall mean aad
mfer W the penod ofpme commeacmg on ti�se date this Docleration�s recurdad m t6e ONice of the Neg�ster of Oeod
in ah�ch Ihe lead I.sys and co�aumg mtil die mrlier of(7 ten(10)ye�s from t6e date tius
Deoleralloa�a so reaaadad or(a��h hn+e a9 Dcelatant�tugFther with aU AtRbated enaaes sheil ssaae to owa at
leart tea peteent(1096)�n+ore of the lots showu an the Plen wh�c6 ere mtendod for resideaqel p�opo9rs In phaces
sucL penod of t�a ehaU De remqaoed md sha11 onntmue until U�e eerl►er ot(�)lea(10)yeaze from tha date th�s
Deelarotloa��e eeeo�do0 es A fm+e�d or(a)such mma�Declarent,wged�er vnth sll sffiliated m�dAoe shal!cea�e tn
own at kett om perceot(tOS6)of t6e las shown on the Ptm whtch m wDmded fir rosdadiel�cposa�
�919,3.$ROPERTiES Propaues sha11 mean and refer oo thet Certqin real propaly here�mbove
desCdbed,�d such additwns t6ereeo as tnay HeroaNer be bought vntLm thepuudtetron of the DECLARAN'C
S N YA"VA"shall mean end ne&,r w the De�arcnenc of V�ABaus.
SECitON 9 PNASE DECLARATION sheU mean eaC6 phaso peclardpap Far e phase of the property
eecorded m the Regnta of Deeds o@'ice whete tLe Lend Iays
atriccGS u
PROPERTY RIGHTS
SECTION 1•��TS. Any l,eave Aymeement hetween au pyvncr tutd a lessee foc the
kase of such Owo�er s bt a1re11 pnov�de tAet l6e temn oftho Leaso shell be sub�ect m all tespecta w the
provis�on9 of 9U5 bocleretion of Covmenb,Coad�aa�m1d Reatridron9�d that�y faihue by the leasee
Do oWnDb+++r�h du tmms of such doaa�ent ehall be a de(�ih�der the terme of IRo I.ease AU leases of
l.ots shalt be m wrtaig and sLaatl ha re a t�m of at least one(1)year AO leaqes that are assoc�atcd wlth t6e
Flannuro Merket ue an exaephon ['his�s ona fa��he tm►e ihe Fum+a,re Mericet g midng place ln H�gh
Pm�rt,Nocfh Cerolma.Otlror tLm tl�e fcu�gomg tlxre�s ao restrKnon m d�e nght ofeiry Owna to tease hia
lot
ARTICL.F ID
RE57RICTIONS
t
(a) No buildu�g a otLa s�uplae slall be uscd or Mnh.aiDered or erecDed othet 1hm►as a mngle�famiiy
house ma ib auoomary ooc�sseny builm+�gs�uses ena�o wca awellmg bouse or la sbetl be used
for otha than tesideadsl piapo�es Ap bw'Idmg p�os must be pae-eppiovod by Declerant. Aay
dwellmg pleoa shali be dornied to be approved if the dwel(ing has been uuda eooswaron for mttaty
�
N) The Doclua�,s6e11 not be nspoeuible or liable in atry ways for aoy defects in eny plans or
spai5cabon appt�oved by tbem,aar for any shuctural defects in any wmk done a000rdmg W sueh plans
aod�pecific�a. t1Mer du Declarent e�wll aot be liebk is 4emeges ou anYome by ressono[
mwtare m Judpoe�t+no�gence eni9fea�eooe aruing out of or in cmmxtioo with the approval or
ditePprovsl or�ihme to ap�aow arry such plans or speaficaaon or the exercue of my otl�er power or
r�t Pruv�ded for in fhu Deciaretlon. Enry pe�sou who submits pl�or spe�5cahons for epproval
egreea,M subm�of sixh p.aro and spec�caUOns aad every owper of mry Lots agrees thet hq she
or diey will not bnng eny act�am or wh agamst Deelarant W recaver eny aueh dema�c
Z All dnves muet be paved etd�er of asphsit or co�reoe
3 Thc foRowmg�hell apply to ead�bt
a) Shucnu�y of a oemporm}ch�ter trailen,tenn slwcks a�other outbuddwg used es a
tempotaty r�.widenc�sdell not be permirted
b)Any moMle,modul�mHnufacnaed a plefAbneated Iwma slwll noc be pe�m�tted
c)Ap fencmg must be canstnected of wood,maw�y or olEeiw�se ma►enel a�►oved by
Declerent My d�n imk r,-pe 6enemg sUaU aot be epproved�iued AII feecmg ead o�e►
o�buiidio8s muat 6e a�roved by Tkclar�t
d)Seoellia dtahes�l�ge t�n 18 �o dtumeta v�nil be petrtutted ead mint be Io�atvd m the rear
Ye�4

e)All rovfs mntt have a minunt�9/t2 pitcb on dte dweWuE,but porches may be 5/12 pRcd
�AtduEO�wraVD�meosansl shmgtes only sAell be used,
g)The 6ont of mc6 dwrlhng wdl be 100%wvered wrth brick or stoce
h)No lag hou9es ellowed
�)No Gee standmg redio a�telev�simo towus,ar antenoa9
J)No lot or psrt of a bt,may be used as a strat except aa sl+oan on the plet of the subdivis�cm
wuhout the pr�or wnllm oonswt of the Doclatant
k)No yard att or pasona)yruperty shall be pammed on front or��de yards.
I)Yards are to be msu�tatned on a�egul�bas�s wrth p,rass end shnibs to be kept cut ceat snd
orderly
m)F.amMor ltghti�,ott�a then omemeuml Lghnng ao 6i�er dean t6uty suc u�cbes(36")mid
se�onsl nr umpaamy hol�day ly;t�m5.muvt bc�groved bY pecl�nt
4 Only a smgle-femily dwellmg sdall be bu�k on eiry one!ot 77►e sat backs and other roquu+�nents ere ea
ahown�each map
S NO 9in�i�6aQU1y dwellmg 8hall bC u+ed,bmlt,ehered a erected,wless N shall cmimm 8 mmvnum of
I 800 aquane tcet of heated and fmuhed 800r space excWs�ve of porches,tenaces,br�aoawaY�.garage�ead
besemeMs,excapt u�c�e noted mea9�meaionts shep be mede 8rwn tl►e owaWe wa116nea In cese af a r��dencc of
more tl�an one story dm g�ound Bppr 9ha11 w�m a mmim�en of 950 square feet Lach dwellmg must have a
miofanmu of a nvo cer�ua�qe
6 No bmldiog may be taoved fMm rmarther locadon end placod on a�ry lot m tb�s subd►v�s�on,�t betng
reqomd dwt�y dweuwg Itause 6uilt on the wbject peopaly shail be of naw coattiucttvn and constr�xt�c!on the
prem�ses No poraoa�of my dweWag aected on thm property shall heva the exposed ooa�rate bbcks on the
mcterlor During oonsCnktion of m�rovemenu an mry lot,the!a owaa�a eespooc�ble far eesurm�d�at consauctwn
vafi�da do not trad�mud on du soroep
7 Theses reshlarve wreo�may be entacod ta cwrb of�opn�e�urtsdi�a�by ihe DeClalBOt or mry
la a�n�er m DIAMONDS KEEP 7Lo Declaraot,rts su�ssaes a��gns eed said lot ewne�s.withmu Imot�hon of
anY other avatilable ramodKS,shell be mrtrtled to 9aek damagea or uqtmcuve reLef and each owa�agreee that
m)w�ctrve�elief�srt aPPe'opriete remedy for t6e�t of thes0 Covenaufs If the pecl�am�rts swxesao�s eu
aan�a.soeks eafa�of theaes reatr,cava cov�,lt a6s11 alco He eadtled to recover all reesmable cosrs,
feee,ana exponsea mc9rtad m aaonecona vn�h the entoeoemeot of these Rafiarve coveoanta u�cludu�g,wnhoat
hmnahu4 eemamdde attam�y's fees and exp�t w�,eas Loes
8 The sheels�hown on the�plet hav�e boen canatru�xod m acco�a wAh We Staue of Nonh
Cmol�oa s sta�uds 5or dedice0ed�et fhe u�of oomdvehon.No obligation 6�r Cunme ma�nte�aoce�s
�nned bY tFie Declersnt
9 Tha De�ant,us aueceaeas a a�s�gns,a�sy we�ve aoy mmor v�olaLon of or p{ant mmor vs�ances 5rom
theae restnchve caveo�s by appeop�iate m�ostrumeot m�dsble Coem. A waiver o�variena by t�e T)a.la�t,
�ta suo�v�ns or ass�gns,shs116e�nciva�ve upon all pa�tiey bouid by ihBSe restrw�hons No wa�vor or vananoe of
reebnctio�s by Ihe Deoleimt,u9 auoce�s or ass�gns,may be constived w be a weiver or subseqneot breach ar
cwnvorrt to s vanmKx of 1he same or x�ry dha n�.wtrict�pu
10 Notwid�ndmg arry otAerprw,srons of these res�icbve covenarKs,Me Declaraat,�ts successon or
m9�iRos,shsU�t be 4abk for airy act,amrosum or d�lay m�wm�ea�on rnth the enturcement of or yuhae oo mfw�ce,
Iheses�etive covenann. F.ach ownnr seqmrn�pruperty Erom tLe Docfe�nt,as pare of ths coma�drranon fvr the
acquisiaan of 9uch peope�ly covea�ts oo m�d vvrth tlie Declarant,�1s suc«ssas.a�e�s.c�ascroors,and ass,gns,rw
an on bebslf of such owner and h�s sucoessois m htk thet none of tl�em v�nll bnng a�ry Proceodmgs,achon claim or
su�t a�aaat Doclarant,its aga�m,oo�e�as,snocesso�s,and agsigna,w ra�:over any sucb dernages or seeic any such
relief
I 1 Ail ro�or homes,aedera ca�npars,boats,udtoeosa!sutamobdes,end arry ather rype of recreanonal
veluc)e m�st be petked in tl�e resr of my res[rtence a+d may rmt be parlmd wtthin any stroet or rosd r�ght of way
12 Theae eovenenta�dall cooAnue m effecl for a periad of tvventy 5ve(25)years from the dete Uuy a[e
rooadad.afta wh�ch tmu thoy�hall au0omaticaUY ba extendod for sucassrve penods of ten(10)Yeers ea�,�Ss
an iostnmteiot m rorordable form�ecuted by the DxuuaM or a maJority of d�e ow�uts of the Lots revokmg tho
�ytr�cttro cpvena�m wholo or m pert is Skd pnor to tho tmoe sueh automeac exeensmn would otherw�se telce
P�
l3 Ihese testncdve oova�ets sAall be bmdmg upon and wure w the beeeFt of tRe Aeclerent,i�x

sucr�ssas and assigns,and all owae�s acqu,nng tracts m DiAMONDS KFBP 5ubdrv�u+en fmm the Decle�snt and
Its reapoctive eua�saon m hde aad ere covana�ns wh�ch cun with the lend
14 Invsl�dshon of m►y one of thes�.ooveneots by�wlgment nr Court arda shall m no w�se affxt any of the
other prolnswn9,wluch shalt rea�s�n in tull face�d effec�
.������
GARY E,SR MANAGER/M�tdBER
NORTH CAROWNA
GUILFORD COUNTY
Stato of North Csmlma,Cowuy of
1 die unda sigixd,a Notuy P�bl�c Por GudPord Crnmry�►d seid State do hereby cerhfy thet Carv R VYh�ta Sr..
Mm�eger/Member o�' UTAMONDS KEEP LLC a North Cerotu�a Limitad Lisbihty Company per9onally appear+ed
before nte tA�s day and acimowtedged the duo cxacuuon of fhc forogowg�aattument on behalf of the 6mited hab�irty
wmpmq Wdnesa my I�nd and offic�sl smmp or seal ttus day ot 2009
My Connmsswn Expn+es
TIOTARY PTIBLIC

y SOSID 1131393
Date Fded 1/12/2010 3 54 00 PM
Elame F Marshall
North Carolma Secretary of State
C201000700263
State of North Carol�na
Department of the Secretary of State
ARTICLES OF INCORPORATION
NUNPROFIT CORPORATION
Pursuant to§SSA 2 02 of the(3eneral Statutes of North Cazolme,the udders�gned corporat�on does hereby submrt these Anc�les of
IncorporaUon for the purpose of fornung a nonpmfit corporahon
1 The name of the corporalion ts p AMOND KEEP NOMEOWNERS ASSOCIATION INC
2 (Check anly�f apphceble) 1'he corporahon�s a chaniable or rel�gious corporat�on as de8ned m NC�" �SSA i-40(4)
3 The street addcess and county of the miUal reg�stered office of the corporaUon ts
Number and 5treet_�814 US NWY 311 SOUT,H
City 5tate Z�p Code�tCHDALE.NC.27263 County R�4NDOLPH
4 The mading address ljdl,�''erent Jirom l�re sereet address of the mdial reg�stered office�s
_�.AM�
S 1`he name of the m�hal reg�stered agerR is G�y.�.Wtute._SR
DiAMONDS KEEP LLC a North Carolma L�ted Laebtl�ty Company
6 The name and address of each u�cvrpocator�s es follows
C:ARV R W�iTi'F�4R�QRtd ii�}iWY 311 C(lt ITN�AR('.Hi]AT.F�„�jG��77fi�
7 (Check eit6er a or b below)
a X The corporahon w�ll have members
b The corporation will not have membets
8 Attached are prov�sions cegard�ng t�distdbution of the corporat�on s assets upon its d�ssoluqon
9 Any other prov�sions wh�ch the corporahon elect�W mclude are attached
10 The street address and county of the pnr�cipal office of the corporauon is
Number and Stteet�814 US HWY 311 SOUTH
Ctty State Zip Code ARCHDALE.NC.2�263 County RANDOLPH
i l The ma�luig address tjd�enent Jl»ar NYs stntal addie�t of the pnncipal office�s
Revised lanuary 200U Form N 01
CORPORATIONS DIVISION P O BOX 29622 RALEIGH,NC 27626-0622
ZO d 1.b99 E86 9£E ON Xd� Nd��OW'�NIB��H'Nd��OW Wd 86 £0 �(l,L OIOZ-ZI-Ndf

12 These art�cles will be effecUve upon filmg unless a Iater hme andlor date is spec�fied
� �ID/O
This is the�,day of'3A+,h�aT_�969'
�L�J��. ,.
Sign re of Incorporator
GARY R WHITE,SR,Mana�er/Member
Diamonds Keea,LLC
Type or pri»t Incorporator s rrame and title cf any
NOTES
l F�irng fee�s$60 Th�s document must be filed w�th the Secretary of State
Rev�sed January 2000 Form N 01
CORPORA'I'IONS DNISION P O BOX 29622 RALEIGH NC 27626 0622

i
ATTACHMENT TO
ARTICLES OF INCORPORATION
DIAMONDS KEEP HOMEOWIVERS ASSOCIATION INC
ARTICLE 7
MEMBERS
(I) The corporation shall have no caprtal stock
(2) Every person or ent�ty who or which is a record owner of a fee or undiv�ded fee interest m any Lot�n
D�amonds Keep, a planned communtty, wh�ch �s sub�ect by covenants of record to assessment by the
corporation shall be a votmg Member of the corporat�on The qualificat�ons for membersh�p �n the
corporation,and the voting rtghts of its members,shall be del�neated m the Covenants,Conditions and
or Restnctions of D�amonds Keep, duly recorded in the Randolph County North Carolina,Regtstry and
m the by laws of the corporation, and the members of the corporation shall have only such voting nghts
as may be provided m such instruments
ARTICLE 8
DISSOLUTION
(1) The corporation may be dissolved with the assent given in writing and signed by the members ent�tled to
cast not iess than Ninety percent{90%)of the votes of the corporation
(1) Distnbut�ons Upon D�ssolut�on Upon d�ssolution of the corporation, other than mcrdent to a merger or
consoltdation,the Board of D�rectors shall,after paying or making provision for the payment of all of
the ltab�l�ties of the corporat�on, d�spose of all of the assets of the corporation to federal staze,or local
governments to be used for purposes similar to those for which th�s corporanon was created Any such
assets not so d�sposed of shall be d�sposed of by the Supenor Court of the County �n which the prmciple
office of the Corporation is then located exclustvely for such purposes or to such organtzations,as the
court shall determine,which are orgamzed and operated exclus�vely for such purposes, or to such
governments for such purposes
ARTICLE 9
(1) Duration The penod of duration of this corporation shall be perpetual
(2) The Association does not contemplate pecumary gam ar profit to the members thereaf and no part of the
Association's net mcome shall �nure to the benefit of any of�ts officers, directors or members or any
other private mdividual except that the corporat�on shall be authonzed and empowered to pay
reasonable compensation for services rendered and to make payments and distnbutions m furtherance of
the purposes set forth tn these art�cles of�ncorporat�on No substant�al part of the activ�ties of the
corporation shall be the carrymg on of propaganda or otherwise attemptmg to mfluence legislation and
the corporation shall not parttcipate in or intervene in(includmg the publishmg or d�smbut�on of
statements)any political campa�gn on behalf of or in opposit�on to any candidate for public office
Notwithstandmg any other provisions of these art�cles,the corporat�on shall not carry on any other
act�vittes not permitted to be camed on (a)by a corporation exempt from federal �ncome tax under
Section 501(c)(3)of the Code or(b)by a corporat�on contnbut�ng to wh�ch are deduct�ble under
Section 41701(c)(2)of the Code
Revised lanuary 2000 Forrn N O l
CORPORATIONS DIVISION P O BOX 29622 RALEIGH NC 27626 0622

(3) Purpose The purposes and ob�ect�ves of the corporation shall be to provide for admmistration
mamtenance,preservahon repair architectural control and the Corporation's responstbilrty to protect
and mamta�n any water retention ponds with respect to that commumty known as Diamonds Keep , to
be developed on that property shown on a plat recorded or mtended to be recorded m Randolph
County,North Carolma and with respect to any common elements shown on sa�d plat and any rev�szons
thereof,and to promote the health safety and welfare of the residents withtn the above descnbed
property and any addit�ons thereto as may hereafter be annexed and made subJect to the�unsdict�on of
the corporation The Declaratton of Covenants, Conditions and Restnctions(heremafter catled ihe
`Declaration )appl�cable to the property and recorded in the office of the register of Deeds of Randolph
County provtdes for a penod of exclusive Deciarant control and dunng such period Deciarant shall
have the unilateral right to mod�fy or amend the Declarat�on as necessary to exerc�se�ts development
nghts or as necessary to alleviate practical difficultles and to complete the development of the
subdivision in the most effic�ent and exped�tious manner and further Declarant shall have the nght to
exercise the followtng powers whtch are set forth m Chapter 47F of the North Carolina General
Statutes"
a To complete improvements indicated on plats and plans filed with respect to the property
b To exercise any development right,
c To mainta.m sales o�ces,management ot�ces, signs adverttsmg the property and models
d To use easements through the Common Elements for the purpose of making �mprovements
wrthm the Property or withm real estate that may be added to the Properly
e To make the Property part of a larger planned commumty or group of pianned commun�t�es
f To appomt or remove any officer or board member of the Associat�on durmg any penod of
Declarant control
(4) Directors The number of directors const�tutmg the baard of directors of the corporat�on shall be
provided m the by laws of the corporation The number of d�rectors constituting the tmt�al board of
d�rectors shall be two(2) The names and addresses of the persons who shall serve as mitial directors
until their successors are elected or qualified are
Name Address
Gary R White Sr 9814 US Hwy 311 South, Archdale,NC 27263
Gary R Wh�te,Jr 98t4 US Hwy 311 South Archdale,NC, 27263
(5) Indemnificat�on of Officers and Directors In accordance with N C G S SSA 8-57,or any successor
statute of similar�mport later enacted the corporatton shall be l�able for mdemnificat�on of any d�rector
or officer or former director or officer of the corporat�on or any person who may have served at its
request as a director or officer of another corporation partnersh�p Jomt venture, trust or other enterprise
agamst liabilrties and reasonable lit�gation expenses,�ncludmg attorneys fees, mcurred by h�m in
connection with any act�on, suit or proceedmg m wh�ch he is made or threatened to be made a party by
reason of bemg or having been such d�rector or officer except in relat�on to matters as to which shall be
ad�udged m such action, suit or proceedtng to have acted in bad faith or to have been l�able or gurlty by
reason of willful misconduct m the performance of duty The mdemmficat�on authonzed by th�s
provision shall be in add�t�on to that perm�tted by N C G S SSA 8 50 through N C,G S SSA 8 56,or
any successor statute of s�milar import later enacted, and it�s further provided that the corporat�on shall
also be l�able for mdemn�ficatron to the fullest extent allowed under N C G S SSS 8 SO through
N C G S SSA 8-56 or any successor statute of s�milar�mport later enacted
Revised January 2000 Form N Ol
CORPORATIONS DIVISION P O BOX 29622 RALEIGH NC 27626 0622

(6) Elimination of Director Liability To the fullest extent allowed by N C G S SSA 8 50 through N C G S
SSA 8 56 or any successor statute of similar�mport later enacted,except as provided otherwise theretn,
a person servmg as a d�rector trustee or of�icer of the corporation shall be immune md�v�dually from
c�vil liability or monetary damages, except to the extent covered by insurance, for any act or failure to
act ansing out of th2s service and any such liability�s hereby elimmated to the fullest extent which may
be accomplished as provided there�n
(7) Amendments Amendment of these Articles shall requ�re the affirmat�ve vote of the members entitled to
cast at least nmety percent(90%) of the votes of the corporation,provided, however any amendment
relatmg to the maintenance or ownership of any storm water detenhon pond shall not be effecttve unless
reviewed and approved by the governmental office having�ur�sdiction for watershed protection
Revtsed January 2000 Fornn N Ol
CORPORATIONS DIVISION P 0 BOX 29622 RALEIGH NC 27626 0622

�► .... w�w7 ��1
.. ' �/5��'
iJ S ARMY COI�PS OF ENGINEERS
WILMINGTON DISTRICT
Action ID 200803199 County Randolph USGS Quad Glenola
r
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/Authonzed Agent Diamond W Builders,LLC/Reece Diamond/Diamonds Keen Subdivision
Address 9814 U S Ht�hwav 311
Archdale,North Carolin�a 27263
Telephone No 336 434 4440
Size and locahon of property(water body road name/number town etc) Diamond W Builders,LLC proposed
Diamonds Keep Subdivision site located off of Archdale Road(SR 1004),south of Archdale,m Randolph Countv,
North Carolina The protect is located ad�acent to Carawav Creek
Descnption of pro�ects area and achvity Access Road,lot fill,and utihtv lme construct�on for new subdivision as
described in vour construction plan included wrth vour application of November 21,2008,resultin�in 1381inear
feet of stream channel impacts and 0 445 acre vyetland imuacts(drained pond bottomsl to the�urisdichonal waters
of Caraway Creek(total of 0 493 acre of�urisc�ictional water impact)
Applicable Law � Sechon 404(Clean Water Act 33 USC 1344)
❑ Sectron 10(Rivers and Harbors Act 33 USC 403)
Authonzahon Regional General Pemut Number
Nahonvt�de Pernut Number NW 29
Your work is authonzed by the above referenced pernut provided it is accomplished m stnct accordance vtnth the attached
condihons and your submitted plans Any violahon of the attached condihons or deviahon from your subrrutted plans may sub�ect the
pernuttee to a stop work order a restoration order and/or appropnate legal achon
Ttus venficahon will remain vahd unttl the expuahon date idenhfied below unless the nahonvv�de authonzahon is modified
suspended or revoked if pnor to the exp�rahon date idenhfied below the nahonv�nde pemut authonzation is reissued and/or
modified ttus venficahon will remain valid unhl the expuation date idenhfied below provided it comphes v�nth all reqlurements of
the modified nahonwide pemut If the narionwide permrt authonzaUon expues or is suspended revoked or is modified such that the
acrivity would no longer comply with the terms and condrtions of the nahonwide pernut activihes wluch have commenced(i e are
under construchon) or are under contract to commence u►rehance upon the nahonwide pemut will remain authonzed provided the
achvity is completed v�nttun twelve months of the date of the nahonwide pemut s expuarion modificahon or revocabon, unless
discrehonary authonty has been exercised on a case by case basis to modify suspend or revoke the authonzahon
Achvihes sub�ect to Sechon 404(as mdicated above)may also requue an individual Sectron 401 Water Quahty Cerhficahon You
should contact the NC Division of Water Quahty(telephone[phone])to detemune Sechon 401 requuements
For acrivihes occuinng within the twenty coastal counhes sub�ect to regulahon under the Coastal Area Management Act(CAMA)
pnor to begimm�g work you must contact the N C Division of Coastal Management
Ttus Department of the Army verificahon does not reheve the perrruttee of the responsibihty to obtam any other requued Federal
State or local approvals/pernuts
If there are any queshons regarding thi enficat�on,any the condihons of the Permrt or the Corps of Engmeers regulatory
program,please contact John Thomas 9 554 4884 ext
Corps Regulatory Official � Date 12/03/2008
Expirahon Date of Venfication 12/03/2010
The Wilmuigton District is comnutted to providmg the tughest level of support to the public To help us ensure we contmue to do so
please complete the attached customer Sahsfachon Survey or visit http//www saw usace army miUWETLANDS/mdex html to
complete the survey onluie
Page 1 of 2

, �
�
P
Determmation of Jurisdiction
❑ Based on prelurunary informahon there appear to be waters of the US mcludmg wetlands wrthui the above descnbed pro�ect area
This prelurunary deternunahon is not an appealable achon under the Regulatory Program Admuustrahve Appeal Process
(Reference 33 CFR Part 331)
❑ There are Navigable Waters of the Umted States within the above descnbed pro�ect area sub�ect to the pernut requuements of
Secrion 10 of the Rivers and Harbors Act and Sechon 404 of the Clean Water Act Unless there is a change in the law or our
published regulations tlus determuiation may be relied upon for a penod not to exceed five years from the date of tlus
nohficahon
� There are wateis of the US and/or wetlands within the above described pro�ect area sub�ect to the pernut requuements uf Sechon
404 of the Clean Water Act(CWA)(33 USC§ 1344) Unless there is a change in the law or our pubhshed regulahons tlus
deternunahon may be rehed upon for a penod not to exceed five years from the date of ttus nohficahon
❑ The�unsdichonal areas v�ntlun the above described pro�ect azea have been idenhfied under a previous acrion Please reference
�urisdicnonal deternunahon issued Achon ID
Basis of Junsdichonal Determinahon Prnpertv has tr�butarv to Carawav Creek which flows to the Yad�un River and the
Atlanttc Ocean
Appeals InformatloII (This mformation applies only to approved�urisdictional determinations)
Attached to ttus venfication is an approved�urisdicrional deternunahon If you are not in agreement v�nth that approved�unsdichonal
deternunahon you can make an admuustrahve appeal under 33 CFR 331 Enclosed you will find a Notaficanon of Appeal Process
(NAP)fact sheet and;equest for appeal(RFA)form If you request to appeal tlus deternunat�on you must submit a completed RFA
form to tk�e followmg address
District Engmeer Wilmington Regulatory Division
Attn Jean Manuele Pro�ect Manager
Raleigh Regulatory Field O�ce
3331 Herrtage Trade Dnver Surte 105
Wake Forest North Carolma 27587
In order for an RFA to be accepted by the Corps the Cotps must deternune that rt�s complete that it meets the cntena for appeal
under 33 CFR part 331 5 and that rt has been received by the Distnct Office wrthm 60 days of the date of the NAP Should you
decide to subrrut an RFA form,it must be recei d at the above ad ess by Februarv 3, 2009
**It is not necessary to subriut an RFA f the District Off e f you do no ob�ect to the deternunahon in this correspondence**
Corps Regulatory Official
Date 12/03l2008 Expuation Date 12/0 /2010
SURVEY PLATS FIELD SKETCH WETLAND DELINEATION FORMS PROJECT PLANS ETC MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM IF REQUIRED OR AVAILABLE
Copy Furmshed
H Mack Summey Summey Engmeermg Associatees PLLC P O Box 968 Asheboro North Carolina 27204
Page 2 of 2

RANDOLPH COUNTY REGISTER OF DEEDS UNOFFICIAL RECORD Page 1 of 4
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