SW7971029_COMPLIANCE EVALUATION INSPECTION_19980309

TRIPP ENGINEERING, P.C.
507 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • Fax: [phone]
WASHING SINEOpFICE
March 3, 1998 MAR 0
9 1998
NCDENR
Division of Environmental Management M.
Water Quality Section
943 Washington Square Mall
Washington,NC 278896
Attn: Mr. Bill Moore:
VIA FAX Transmission with hard copy to follow
Re: Neuse Senior Housing 5,J 7 971d 2-
Revised Stormwater Submittal
Dear Mr. Moore:
As per our telephone conversation today, we offer the following:
1. We have revised the calculations to reflect a 6' depth for the pond.
2. Please note the plans reflect the 6' depth(normal pool elevation= 12.5; bottom
elevation=6.5)
We enclose two(2) sets of revised calculations for your use. Please review for
approval and contact us with questions or comments. Thank you.
Sincerely,
Tninu Engineering, P.C.
W.
N77
Phillip G. Tripp, P.E.
PGT J ss
Enc.

7-22-97) NEUSE SENIOR HOUSING 9xxx
PGT Detention Pond
Total Drainage Area Soil Type: nooccom Craven County SCS Map)
ft. I acres Hydrologic Soil Group x(Table J-1, P.T-9.57)
274,428 6.30 Zoning:xxx
Im ervious Area %impervious= 0.352
Land Use sq.ft. acres = 35.2%
Building 28,750 0.66
Future Building 18,500 0.42
ason halt 45,900 1.05
ccrete 3,325 0.08
Total 96,475 2.21
Stormwater Calculations:
Hydraulic Length(L)= 750 ft. CPRE= 0.2
change in Height(H)= 6 ft. CPOST= (°h imp.)(.95)+(1-%imp.)(.25)
0.50
Tc = (1-3/H).385/128= 1102 6.3 in/hr
8,20 min. IN= 7.79 inthr
010: Q50:
QPRE_ (CPRE)x(110)x(Afea) QPRE= (CPRE)x(IN)x(Area)
7.94 cfs = 9.82 cfs
QPOST= (CPOST)x(110)x(Area) QPOST= (CPOST)x(150)x(Area)
19.69 cfs - 24.35 cfs
Soil Storage Capacity for 10 year Storm: Soil Storage Capacity for 50 year Storm:
CN= (98)(%imp.)+(60)(1%imp.) CN= (98)(%imp.)+(60)(1-%imp.)
74 = 74
P= 4.80 in. for 10 yr, 6 hr storm P= 6.42 in. for 50 yr, 6 hr storm
S = 1000/CN-10 8= 1000/CN-10 _
= 3.51 = 3.51
Depth(D)= [P-(0.2)(S)]2/[P+(0.8)(S)] Depth(D)= [P-(0.2)(S)f/[P+(0.8)(8)]
2.21 in. = 3.54 in.
TP= ((43.5)(0)(Area)]/QWPOST TP= [(43.5)(D)(Ares)]/Q10,POST
30.70 min. - 39.86 min.
Pond Size: Required Surface Area at normalpool:
Elevation Length Width Surface Area Pond side slopes: 3 :1
ft. ft. ft. (sq.ft. Depth below N.P.: ft. mlisca 3.3.98
Normal Pool 12.50 110.0 56.0 6.160 for calculated Density and given depth,
Top Vag. Filter 13.50 122.0 68.0 8,296 SA/DA= 0.0190
Flood Pool 14.50 128.0 74.0 9,472 chart for 90%TSS Removal for Wet
Top of Bank 18.00 149.0 95.0 14,155 SA (SA/DA)x(Total Drainage Area)
Bottom of Pool 7.50 80.0 26.0 2,080 - 5,214 sq.ft.
Provided Storage: State Storage Required For first 1"of runoff:
Vol.nn„_ [(N.P. SA+Fitter SA)/2]x(Filter el.-N.P.el.) Vol. = [(1/12)x(DA)x(%imp.)]+
= 7,228 cu.ft. [(1/12)x(DA)x(1-%imp.)x C]
Vol.n„a= [(Filter SA+F.P. $A)/21 x(F.P.el.-Fitter el.) C= 0.2
8,884 cu.tt. - 11,005 cu.ft.
Total Vol. = 16,112 cu.ft.
STATEPOND 1 of 2

7-22-971 NEUSE SENIOR HOUSING 9)=
PGT Detention Pond
Foreba :
REQ'D Vol.= 20%of required state storage volume
2201.cu. Ft.
REQ'D SA= 20%of N.P. SA
1232 sq.ft.
depth= 2.5 ft.
Size Outlet Pipe:
for tat 1"of stormwater,
Q- Actual Vol./172,800 sec.(2-day drawdown)
0.093 cfs
Area of pipe= Q/[Cd x SQRT(2 x g x h)]
Cd= 0.6
9= 32.2 ft./s`
h= (F.P. elev.-N.P.elev.)12
1 ft.
A= 0.0194 sq,ft.
DIA. Of pipe= SQRT[(A x 4)/pi]
= 0.1570 ft.
1.88 in.
Outlet Structure Check:
Using a 4'x 4'Basin,
Perimeter(L)- 16 ft.
Q= CIA
C = (%imp.)(.95)+(1%imp.)(.25)
= 0.50
1 = 6.3 in. for a 10 yr. Storm
A= 6.30 Acres
= 19.69 cfs
Q= CwxLxH
H= [Q/(Cw x L)]'�'
Cw= 3
0.55 ft.
Peak elevation= flood pool elevation +H
15.05 ft.
STATEPOND 2 of 2

�CF W A rFRo Michael F.Easley���
�� (r William G.Ross Jr.,Secretary
- r North Carolina Department of Environment and Natural Resources
1
O Y Coleen H.Sullins,Director
Division of Water Quality
February 5,2008
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7007 0220 0003 1484 8224
Bateman Investment Group,LLC
Attn.: Mr. Michael C. Bateman
3505 Primrose Ave.
Greensboro, NC 27408
Subject: NOTICE OF VIOLATION
Stormwater Project SW7971029
Croatan Village
Craven County
Dear Mr. Bateman:
This letter is to notify you that staff of the Washington Regional Office of the Division of Water Quality
conducted a compliance inspection at the stormwater treatment facilities serving Croatan Village on January 31,2008.
This inspection was conducted in connection with your request for renewal of permit SW7971029. This inspection
revealed that the permitted wet detention pond has not been satisfactorily maintained which is a violation of permit
SW7971029.
The following items were noted during the inspection and subsequent meeting with Mr. Allen Ross, Maintenance
Manager:
1. No maintenance record was kept for the wet pond.
2. Erosion was present at embankment of pond.
3. The appearance of water in pond looks very turbid and trash was visible on the surface of pond.
4. Fountain in the pond which was not part of the initial permit and hence information about the capacity of the
pump based on the permanent pool volume is required.
5. An additional building has been added to the existing building and therefore a stormwater permit modification
is required specifying the additional impervious area before a new permit can be issued. New plans should be
submitted to this office reflecting the addition impervious area to the site.
Please submit a proposed plan and schedule to address each of the above items. The plan should include
recordkeeping, filling and reseeding, the addition of riprap, etc. as appropriate. Permit SW7971029 includes
requirements for proper operation and maintenance including recordkeeping. The "Wet Detention Basin Operation
and Maintenance Agreement' which was submitted with your application renewal provides further details regarding
maintenance activities. Please refer to these documents in developing your plan.
Please submit a proposed list of maintenance activities and schedule within 30 days of receipt of this letter for
cleaning and returning the wet detention pond to its original design. All work should be completed no later than March
5, 2008. Please be advised that any violation of the conditions contained in permit SW7971029 may subject you to
appropriate enforcement actions in accordance with North Carolina General Statute 143-215.6A which provides that a
civil penalty of not more than twenty-five thousand dollars ($25,000.00) per violation may be assessed against a
person who fails to comply with permit conditions.
North Carolina Division of Water Quality Internet: www ncwateraualitv.oro One
943 Washington Square Mall Phone[phone] No hCarolliina
Washington,NC 27889 Fax [phone] �Rurally
An Equal Opportunity/Affirmative Action Employer-50%Recycled110%a Post Consumer Paper ll�� YY

This office is considering a civil penalty assessment for the above-mentioned violation. Your timely response will be
considered in this decision making process. Thank you for your attention to this matter. If you have any questions
regarding this matter please call Ernest Odei-Larbi or me at(252) 946-6481.
ncerely,
&t� -
AI Hodge, Regions Supervisor
Surface Water Protection
/ Washington Regional Office
cc: WVashington Regional Office
Central File

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an BATEMAN INVESTMENT GROUP LLC
c3 's&iA\TTN: MR. MICHAEL C. BATEMAN
0 or
.D505 PRIMROSE AVE
o'ry 3REENSBORO NC 27408 ELI
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BATEMAN INVESTMENT GROUP LLC
ATTN: MR.MICHAEL C. BATEMAN
3505 PRIMROSE AVE
GREENSBORO NC 27408 3. service Type
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10259s02.m 540

ROATAN JI k
JjLLAGE
ASSISTED V LIVING COMMUNITY
February 24, 2008 REOP- gv K)
N.C. Division of Water Quality HP ? f, ?oud
Attn: Al Hodge
943 Washington Square Mall DWU-VVARO
Washington,N.C.
27889
Subject: Stormwater Project SW7971029
Croatan Village
Craven County
Mr. Hodge:
I am responding to your letter dated February 5 h regarding a recent inspection of the wet
detention pond at Croatan Village and our plans to address the items noted in your report.
I have met with Jerry Payne from Retention Pond Services, Inc. and contracted with their group
to address the deficient areas outlined during the inspection that was conducted on January 31 s`. I
have enclosed the agreement for your review which also includes an ongoing maintenance
contract to maintain the appropriate maintenance records going forward and ensure the pond
stays in compliance. The repairs should be made by March 2151 according to Mr. Payne.
I have also enclosed information regarding the fountain per you request.
I am working with Alan Hill with Triad Design Group to address item#5 in your correspondence
and we should have this item resolved by March 14a'. I understand he has spoken with you and I
am in the process of getting him a set of the original plans so he can review the calculations on
the pond. As we discussed there was originally plans for a larger expansion than what we
actually did last year.
Please let me know if you need any other information. You can reach me at 336-617-4799.
Sincerely
Michael C. Bateman
President
Senior Management Solutions, Inc.
4522 old Cherry Vomi Road
Nnv Bem Nonh Carolina 15560
Telephone U52)634-9066

hFlllf't 0./'` ! 1 � P/! L/✓! �Y l6l Cfq 11ICo
peclalizing in all Phases of Aquatic and'Wetland Maintenance
BID
d'
DATE BID#
NAME/ADDRESS
Bateman Investment Group, LLC 1/24/2008 1727
Michael C. Bateman PROJECT
4522 Old Cherry Point Road TERMS
New Bern, NC 28560
Net 30 Crcatan Village-New Bern
DESCRIPTION TOTAL
RIPS proposes the following scope of work:
Clean and flush outfall box. Repair bank erosion with 20 tons topsoil. Pin 3 pallets of centipede sod. Place 5
tons rip rap to control erosion at infall area. l s
_�f t
Accepted: BateInvestment
Group, LLC
Authorized Signatory
—
�� Dated
PO Number
Thank you for your business. 'T r �
TOTAL
This estimate is effective for 30 days from date at
top of page. If work not under contract within 30
days. proiect must be rebid.

Retention Pond 5erviceo, inco
Specializing in all phases of Aquatic and Wetland Maintenance
RETENTION POND MONTHLY MAINTENANCE AGREEMENT
This agreement, dated , 2008 is made between RETENTION POND SERVICES,
INC. (RPS) and
Bateman Investment Group, ILC, New Bern, NC
For the pond at Croatan Village in New Bern, NC
Both CLIENT and RPS agree to the following terms and conditions:
1. RPS will provide retention pond management services (exhibit A) on behalf of CLIENT from
February 2008,through • ,
t-)If-
2. CLIENT agrees to pay RPS $4W5c90 per month for the term of this agreement for the services
provided as shown on exhibit A.
3. RPS will invoice CLIENT on the first of each month and payment is due on receipt. A one
and one half (1.5%) percent per month late charge shall be added to any payment received
later than thirty (30)days after the date of the invoice.
4. Thieagreement constitutes the entire agreement of RPS and the CLIENT. No oral or
written alternations of the terms contained herein shall be deemed valid unless made in
writing and accepted by an authorized agent of RPS and the CLIENT.
RETENTION POND SERVICES, INC. NEW BATEMAN
INVESTMENT GROUP,LLC.
BERDATED DATED
or "' .. _�6r�%. s ulC ✓r - Gb�f. .on"'C�.�C� ° -a). ._;

Retention Pond 5erViCe5, Inc.
Specializing in all phaees of Aquatic and Wetland Maintenance
EXHIBIT A
Services Provided Under Retention Pond Services
Monthly Maintenance Program
(a) Services Included:
Unlimited equipment and all labor necessary to treat any type of aquatic vegetation and algae
through spraying (includes all required aquatic herbicides and algaecides).
one minimum of one monthly visit to the pond to remove trash on the pond banks and inlon the
water.
Guth thll fenced-pond area (one cutting per month).
Monthly pond inspections and reports including depth certifications as required (semi-annual
forebay and annual pond).
val (thinning of trees at waters edge, cattails removed to
Annual fall vegetation cutting and remo
etc.), herbicides included to contain cattails to less than 1/2less than '/2 water surface area of pond,
water surface area.
Labor required to dye ponds or fountains if applicable(does not include the cost to purchase dye).
Unlimited consultation to project owners on covered properties concerning retention ponds and
drainage.
(b) Services NOT Included:
Removal of trees that have fallen into ponds.
Cost of biological controls.
Repair of damaged piping and banks.
Repair and replacement of damaged trash racks.
• The cost of pond dyes.
• Cleanup of hurricane or tropical storm debris.
And any service not included in section (a) above.
The monthly maintenance fee for Croatan Village in New Bern, NC is $175.00 per month. The
monthly maintenance agreement requires a 12-month contract with an 8% discount offered for
the contract's payment at inception.

,GCS
HORSEPOWER: 3/4 HP
VOLTAGE: 115V 60 Hz 220V 50Hz 230V 60Hz
CORD LENGTH: 100, OTHER _
Order#: 1198,,,3
Instan t Fountain
SERIAL NUMBER: Unit Serial #: FA- 0607 - 11 19 _
Light Serial #: LM-0607-10474
pi Light
Ptm idr the abocr iNnnnabon whrn rcgtstrrutg roar unit enbnr
RUNNING VOLTAGE: AMPERAGE:
WATER WORKS WITH OTTERBINEW
•
Otterbine Barebo, Inc.
3840 Main Road East
Emmaus PA 18049 U.S.A.
www.otterbine.com
PH# 610-965-6018 or 800-AER8TER
FAX # [phone]
i

C. Test the GFCI device for proper operation by depressing the test button. GFCI
devices must be tested monthly or per manufacturers recommendations.
D. This completes the installation of your Water Feature. If desired,the spray
pattern can be adjusted or changed. Refer to the ADJUSTING/CHANGING
SPRAY PATTERN section of this manual.
VI Technical Specil"tcati nns pumping
Voltage Motor Running Spray Spray Rate
and
Model g RPM Amp Height` Diameter'Phase Draw
Starburst
125 gpm
I/2 115 1 ph. 3450 @ 60Hz 12.0 2.5' 1 125 gpm
50 2 12
230 1 ph. 3450 @ 60Hz 6.0 .5' 4.3m 24m'/hr
220 1 ph 2875 @ 50 Hz 3.9 0.8m 135 gpm
75 3/4 230 1 ph. 3450 @ 60Hz
8.0
Inside outside Inside Outside
2.0 8' 4' 2' 12' 80 gpm
50 1/2 115 1 ph. 3450 @ 60Hz 16 0 8' 4' 2. 12' 80 gpm
230 1 ph. 3450 @ 60Hz .t 9 2 1m 12m 0.6m 3,7m 18m1/hr
2201 ph 2875 @ 50Hz 8.0 9' 6 2' 16' 90 gpm
75 3/4 2301 ph. 3450 @ 60Hz
I
a 12.0 127 2' 80 gpm
50 1/2 115 1 ph. 3450 @ 60Hz. 6 0 12 2' 80 gpm
230 1 ph. 3450 @ 60Hz �+
i.9 ' ''-'7nt 0.6m 18m'/hr
220 1 ph 2875 @ 50Hz I IS' 21 90 gpm
75
3/4 230 1 ph. 3450 @ 60Hz 8.0
*spray patterns will �ly by adjusting the diffuser ring. Therefore. the frgrae's gmw are aserages. Spray patterns will also
vary due to collage drop. humidity and other relevant site situations
Unit Weight: 45 lbs. or 21K and includes power center,unit,spray patterns and 100' or
30.48m of underwater cable.
Induced Circulation: is 10 times the pumping rate. Induced circulation is the mixing
effect which is occurring below the water's surface.
Minimum Operating Depth: is 181t or 500mm.
Page 10
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C3 Lmit.0T5. MR.MICHAEL BATEMANr-R BATEMAN INVESTMENT GROUP LO lr� 3505 PRIMROSE AVE GREENSBORO NC 27408
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QUM
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 31,2011
CERTIFIED MAIL#7010 0290 0001 5628 6607
RETURN RECED'T REQUESTED
Mr. Michael C.Bateman
Bateman Investment Group, LLC
3505 Primrose Ave.
Greensboro,NC 27408
Subject: NOTICE OF INSPECTION
Stormwater Management Permit No. SW7971029
Croatan Village
Craven County
Dear Mr. Bateman:
On January 31,2011,Robbie Bullock of the Washington Regional Office performed an inspection of
your file to determine the status of compliance with Stormwater Permit SW7971029. Permit Number
SW7971029 was issued to you on April 1, 2008 for the Croatan Village, located at Old Cherry Point
Road,New Bern, Craven County,North Carolina.
This letter is to notify you that deficiencies were found during your file inspection. As a result you may
be in violation of Title 15A North Carolina Administrative Code(NCAC) 2H .1003 for failing to comply
with terms,conditions and limitations of a Stormwater Management Permit No. SW7971029.
Due to the deficiencies noted in your file, DWQ will be performing a site inspection within the next 6-12
months. Please take this time to submit the required documents and inspect your permitted system.
Please correct any issues including the maintenance tasks listed in the enclosed O&M agreement. Long
term operation and maintenance are the responsibility of the permit holder until such time that the permit
is formally transferred through DWQ to another responsible entity.
As a result of the DWQ file review,the following deficiencies are noted:
1. Failure to Submit a Designer's Certification
Title 15A NCAC 2H .1008 0) requires that upon completion of construction, the designer for the type of
stormwater system installed must certify that the system was inspected during construction, was
constructed in substantial conformity with plans and specifications approved by DWQ, and complies with
the requirements of this Section. As of the date of this letter, DWQ has not received this certification.
North Carolina Division of Water Quality Internet: www.nowaterouslity.org
943 Washington Square Mall Phone: [phone] 7�TOne
Washington,NC 27889 FAX [phone] 1V O hjC�a+rolliina
An Equal Opportunity/Affirmative Action Employer-50%Recycled110%Post Consumer Paper VAIrally

Required Response
This Office requires that you respond to this letter in writing to the address listed at the bottom of the
letterhead or the email of the inspector within 30 calendar days of receipt of this Notice. Please provide a
written "Plan of Action" which outlines the actions you will take to correct the noted deficiencies, a plan
for an inspection of your system for any operation and maintenance issues and a time frame for
completion of those actions.
1. Submit Designer's Certification.
Thank you for your immediate attention to this matter. Please be advised,violations of the conditions of
a State Stormwater Permit are subject to a civil penalty assessment of up to $25,000.00 per day for
each violation pursuant to North Carolina General Statute 143-215.6A.Should you have any
questions regarding these matters, please contact either myself or Al Hodge, Regional Supervisior at
[phone].
Sincerely,
Robbie Bullock
Surface Water Protection Section
Washington Regional Office
[e-mail]
Enclosures: Designer's Certification
cc: John Hennessy-NPS-ACOU
t/4aRO Files
DWQ Central Files

On 2-4-2011 Al Hodge approved that no designer's certification was required. Mr. Bateman spent
$5,250.00 in January 2008 to make repairs to the pond that was discovered during an inspection.Al feels
that the certification should have been requested before Mr. Bateman was required to fix the retention
pond.