SW8120206_HISTORICAL FILE_20120313

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWILI
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�El�onD�l�j
YYYYMMDD

East Coast Engines
ENGINEERS�
March 13, 2012
Mr. Chris Baker
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
g & Surveying, P.C.
ERS•SURVEYORS
Subject: Habitat for Humanity (SW8120206)
Brunswick County, North Carolina
High Density Stormwater Comment Response
Dear Mr. Baker:
We received your request for additional information on 3/13/12 for the subject project and offer the
following remedies:
1. Please overlay the drainage area map on the grading plan. The drainage areas as shown appear in conflict with the
cantarrrs, curbing etc: shown on the grading plan. Keep in mind if the drainage areas are incorrect and need to be
changed, the stormwater appliaution, supplemental forms, plans etc, will need to be corrected and resubmitted.
a. The drainage area map, as submitted was incorrect. However, the calculations were
based on the correct drainage area map. The basin supplemental information,
calculations and application represent the correct information as submitted. A
revised plan sheet, DA1 has been included with this submittal.
2. Please call out spot elevations at the proposed curb cuts on the grading plan.
a. Spot elevations have been added to the plan sheet SW1 and a revised copy has been
included
3. Infilhation basins require an offline bypass, please provide.
a. Both infiltration basins meet the requirements of 16.3.9 in the BMP manual and as
such an offline bypass is not required. The runoff calculations demonstrate that each
basin will infiltrate the 10 vear, 24 hour storm using'/z of the reported infiltration rate
without discharging.
Should you have any questions or comments, please do not hesitate contacting our office at your convenience.
Sincerely,
j. Christian Russell, P.E. E C E I V E
Enclosures MAR 15 2012
PC: INIs. Deanna Antonio (Executive Director) BY:
File: 1076 (1-labitat for I+Irnani(y)
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 . TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

At"�.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P, E.
Governor Director
March 12, 2012
Deanna Antonio, Executive Director
Brunswick County Habitat for Humanity, Inc.
4255 Long Beach Road
Oak Island, NC 28465
Subject: Request for Additional Information
Stormwater Project No. SW8 120206
Brunswick County Habitat for Humanity
Brunswick County
Dear Mrs. Antonio:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit Application
for Brunswick County Habitat for Humanity on February 9, 2012. A preliminary review of that
information has determined that the application is not complete. The following information is needed
to continue the stormwater review:
Please overlay the drainage area map on the grading plan. The drainage areas as shown
appear in conflict with the contours, curbing, etc. shown on the grading plan. Keep in mind if
the drainage areas are -incorrect and need to be changed, the stormwater application,
supplemental forms, plans etc. will need to be corrected and rebsumitted.
2. Please call out spot elevations at the proposed curb cuts on the grading plan.
3. Infiltration basins require an oftline bypass, please provide.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to April 13, 2012, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note that
a second significant request for additional information may result in the return of the project. If that
occurs, you will need to reschedule the project through the Express coordinator for the next available
review date, and resubmit all of the required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
C &
Chris Baker
Environmental II
GDS/csb: S:MQS1StormwaterlPermits & Projectsl20121120206 HD12012 03 addinfo 120206
cc: Christian Russell, P. E., East Coast Engineering
Wilmington Regional office (i[ileo
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 No rth C aro 1 l i n a
Intemet: www,ncwatergttality.org ' Vatura"/"
l ,
An Equal Opportunity 1 Affirmative Action Employer i

Completeness Review Checklist
Project Name: R l -t Received Date:
Project Location: Accepted Date:
Rule(s) 2008 Coastal 1:11995 Coastal Phase II (WiRO) Universal 01988 Coastal
Type of Permit: New r Mod or PR Existing Permit # (Mod or PR): FPE Cert on File?
Density: HQ or LD Type: C mmercia or Residential rNCG:
%: % OK?) Stream Class: C EISA Map DOffsite to SW8
Subdivided?: Subdivision or (single Lot ORW Map Exempt
Paperwork Emailed Engineer on: W141IX,
El&dpplement(s) (1 original per BMP) BMP Type(s): J ►��.� t���Ns
&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures
Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
[5505 (within 6mo) cUlNE(Dlge aR = ti'U5 ?
Soils Report with SHWT
El
Calculations (signed/sealed)
1:1No obvious errors
includes common areas, etc
ed Restrictions, if subdivided -
Signed & Notarized
Plans
M2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend F-1DA Maps El Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
F-1PE Cert for Master Lot #:
SHWT:
SHWT:
El Deed Rest for Master Lot # Matches Master
Bottom:
Visited:
PP:
BUA Permitted (Master): sf
BUA Proposed (Offsite): sf
Additional Information:
Permitted Pr000sed: Pr000sed: Pr000sed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

East Coast Enginh`ng &Surveying, P.C.
ENGINEERS•PLAN NERS•SURVEYORS
February 8, 2012
Ms. Georgette Scott
NCDENR — Division of Water Qualit,
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Habitat for Humanity
Brunswick County, North Carolina
High Density Storm,, ater Permit
Dear Ms. Scott:
On behalf of our Client, please find enclosed for your review and approval the following information required
for a High Density Stormwater Permit for the subject project:
■ One original and one cope of the Stormwaterillanagemeni Permit flpplication;
° Deed restrictions are not required for this project,
One original of the Infiltration Basin Supplement for each basin;
■ One original of the Infiltration Basin Operation and illaintenanceA.Sreement for each basin;
■ Project Narrative;
■ USGS map with the site identified;
Stormwater Calculations (Sheets 1 — 8);
■ Two sets of plans relevant to the Stormwater Submittal, sheets SP1 — Site Plan, EC1 — Erosion
Control Plan, EC2 — Erosion Control Details SWI — Stotmwater Plan, and DA1 — Stormwater
Drainage Area Map;
■ A copy of ECS Carolinas Soils Engineering and Testing Services Report of Seasonal High Water
Table 1?stimation;
■ CoPy of the deed for the project; and
■ A Check in the amount of $505.00 to cover the required application fee.
■ Business Corporation Annual Report for the corporation.
Should you have any questions or comments, please do not hesitate contacting our office at Your convenience.
J. Christian Russell, P.E.
Enclosures
pc: 1t1s. Deanna Antonio (Executive Director)
Mr. Joe Turskey
File: 1076 (Habitat for Humanity)
RECEIVED
FEB 0 9 Z012
BY:
4918 MAIN STREET ° POST OFFICE BOX 2469 ■ SHALLOTTE, NORTH CAROLINA 28459 ■ TEL: [phone] ° Fax: [phone]
FIRM LICENSE NUMBER: C-3014

SOSI D: 0325618
Date Filed: .5/6/201 l l 1:27:00 AM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF NORTH CAROLINA C201 l 12200358
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: BrLjj)<j_I.tJj�;K COLA-ATy dj&&.a,yte'jy, j or
Entity Type: ❑Corporation. []Foreign Corporation. ZINonprofit Corporation ❑Foreign Nonprofit Corporation,
❑Limited Liability Company, []Foreign Limited Liability Company [:]Limited Partnership, ❑Foreign Limited Partnership.
❑Limited Liability Partnership, []Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: q 5 Lon 4 R r? n.. G k Rd
City, State, Zip Code: ()ae, is Ts la m di PI 07 g H 6, 5 County: B rywi s to G K
The mailing address if t ifferent from the street address of the registered office currently on file is:
The name of the current registered agent is:
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street:
City, State, Zip Code:
County:
2. The mailing address tfdtfferewi from the street address of the new registered office is:
(complete this item only if the address of the registered offce is being changed)
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed)
Type pe or Print Name of New Agent • Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the day of , 20
910- 46-q-00o7
bC k 4 kd4geasfnc,+wcbc.Cam
fir, a,5 it1r'cK t'Q u, y►T ft'a,bt'taY For Ncc1.QrMi
�g
Type or Print Name and Title
Notes: Mn the b S&K Tels &nwieat mad be filed wits the Seen" of State.
• lw*W at ftft but, tee am reostered nut =M sip a separate wrtttea em"t to tee appoist<neat, weke mast be ettaewd to tea stakeeat_
CORPORATIONS DIVISION
Revised January 2002
feria: �?:�►� �Y�ra
RALEIGH. NC 27626-0622
Form BE-06

East Coast Enginneere�rrng & Surveying, P.C.
ENGINEERS•PL.ANNERS•SURVEYORS
11
PROJECT NARRATIVE L-I�77ED
for
Habitat for HumanitX BY: EE8 0 9 2012
Ocean Isle Beach' North Carolina f
�
East Coast Engineering & Surveying, P.C.
February 2012
Habitat for Humanity is a new not -for -profit business and will be located on Beach Drive SW in Ocean
Isle Beach, North Carolina, approximately 4000 feet from the intersection of NC 179 and NC 904 in
Ocean Isle Beach. The Tax ID number for the property is 2430001302. The total project area is 1.71
acres, and is currently undeveloped land. The total limits of disturbance for this project will be 1.73 acres.
The "stormwater project boundary" is 1.73 acres.
The property relatively flat and slopes slightly to the northwest. Portions of the construction area will
utilize silt fence as the primary erosion control device. This mill be sufficient in these areas due to the
small area and slopes. A portion of the construction area will utilize a temporary diversion directed to the
proposed infiltration basin #1. This area will present the greatest potential for sediment transport and as
such N-,U use a more aggressive sediment control device. The stormwater infiltration basin will function as
a temporary sediment trap during construction and then be converted to a stormwater infiltration basin as
designed on the stormwater plans. The basin will be cleaned out to design depths and slopes once it is no
longer required as a temporary sediment trap. A temporary construction entrance will be installed at the
entrance to the site to prevent sediment transport during construction. To prevent sediment from
entering the stormwater collection system during construction, temporary check dams will be used at the
curb cuts of the parking area. These measures shall be inspected regularly, and the accumulated sediment
removed to prevent the conveyance of sediment to any off -site areas.
The primary permanent erosion control measures that will remain after all disturbed areas have been
stabilized and the temporary measures are removed will be permanent grassing. A seeding schedule along
with a construction sequence, project description and erosion control notes will be included on the plans.
STORMWATER MANAGEMENT NARRATIVE
The proposed development will include a new resale store building and associated parking. The proposed
impervious area of the building area is 12,000 square feet. The parking, storage area and sidewalks will add
22,172 square feet of associated impervious area for a total proposed impervious area of 34,172 square
feet.
The proposed project is located within the Lumber River Basin. The proposed project drains to the,Jinnys
Branch which is classified C; SW.
Stormwater runoff will be allowed to sheet flow to curb cuts and then to the two dry infiltration basins.
Both basins have been designed to drawdown the 10 year/24 hour storm using 1/2 of the reported
infiltration rate to preclude the requirement for an outlet or filter strip. Both basins drawdown the storm
volume in less than 2 days. The seasonal high water table was observed to be at 35.50 FIISL. The bottom
of each basin was set to an elevation of 37.50 Fh4SL.
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL: [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014

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6 at50 001 FEET 734 27' 30" 137 136
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by the United States Geological Survey I .s a
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Cl 2002 D.Larme. 3-D TOp.Ound• oil- DW. copyrlphr o1 coolant owner.
www.delarme.com r''1°

III IlIIIr11I111�fI1111lIIIlI11iIl IIl OB3221rend P1119_5ms -04'PPROOP
��ti� 0runsuiCk Count y� NC Register of Deeds page 1 0( 2
Brenda m, Clemmcns Register of needs
12-16-2011 15:32:44.004 armswicN county. NC
NC REVENUE STMV! $630,00 ( )
Revenue Stamps: $ 630.00
Parcel No. Portion of 24300013
This Instrument prepared by: The Anderson flaw Firm, PLLC (SSB). Delinquent taxes, if
(;N =7
any, to be paid by the closing ttorney tooth my tax cgllstor upon disbursement of
closing proceeds -
NORTH CAROLINA WARRANTY DEED
THIS DEED, made this V'; _ day of December, 2011, by and between
GRANTOR
RUSS & GORE, INC., a
Corporation
5621 Beach Drive SW
Ocean Isle Beach 28469
GRANTEE
gBRLII §WICK COUNTY HABITAT FOR
HUMAN W;_, NC., a North Carolina Non-
kProfit Corporation
4255 Long Beach Rd.
Oak Island, NC 28465
The designation Grantor and Grantee as used herein shall include said parties_ their heirs,
Ulti'rr � _
successors and assigns, and shaMriclude singular, plot al� lnascUline, feminine or neuter as
required by context.
WITNESSETH:
The Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents goes. grant, bargain, sell and convey unto the
Grantee in fee simple, subjeettto the resetr ens and restrictions -hereinafter estated, all that
certain lot or parcel of land situated in Shallotte Township, Brunswick County, North Carolina,
and more particularly described as follows:
Being all of Tract 1, containirig 1,71 acres, more or less, as more particularly
described on a survey platAed October''_5,-Ml, prepared by Christopher D.
Stanley, P.L.S., East Coast Enginiiering & Surveying P,-sue a copy of which is
duly recorded in Map Cabinet 71 at Page 80 of the Bntnswlck County Registry,
which is incorporated herein by referenefor greater certainty of description.
For back reference see Book 1967, Page 1366 of the Brunswick County Registry.
Pursuant to N.C.G.S. Section 195-317.2, the mailing address of the Grantor and Grantee
are stated above. The property conveyed hereby does not include the primary residence of
the Grantor. I1�111Qz�vz

12 tfi-20tii
11111[Il1lrunswick l�lll1[4I11Illllill� az?i ��z Op
of°z
1%
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple, subject to the reservations and
restrictions set out herein.
And the Grantor covenants with the Gfan14 lItee, that Gr-- Pseized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear
of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims
of all persons whomsoever, except fore& exceptions herein stated. Title to the property
B
hereinabove described is subject,t the applicableestri tioa(and,casements of record,
��
applicable zoning and land use laws, ordinances regulations and 2011 ad valorem taxes.
IN TESTIMONY WHEREOF, the Grantor has hereunto caused this instrument to be
signed in its corporate name by its duly authorized officer, the day and year first above written.
RUSS & GO INC.�
11.04 %✓/ QI
Russ, President
STATE OF NORTH CAROLIN
COUNTY OF BRUNSWICK
EAL)
This the _l O' day of December, in the year 2011, personally appeared before me James P. Russ
President, Russ & Gore, Inc., who being duly swom and personally known to me or 1 have seen
satisfactory evidence of above named person by state or federal photograph identification (JLJCD� 1,
says that he is the duly authorized officer �6 Russ & Gore, Inc. a ;`forth Carolina Corporation and that he
signed the foregoing instrument on behalf of said compaay,and that he acknowledged the said writing to
be the act and deed of said company herein stated. J4��
qk
Witness my hand and official seal or stamp this I L -wadav of December 2011.
tart' Public
m"'s- r.� hooks
No ijiq Piiiq Ei'r typed name
(Seal) O �'L1BL�G Za
My Commission Expires: . ao 1 fo

SOSID: 0325618
Date Filed: 5/6/2011 11:27:00 AM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF NORTH CAROLINA C201112200358
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: bru ns W i G K C o w n ry No.6 , f2z,-f' �P a r ky, rx ,Yt t tfil ,
Entity Type: ❑Corporation. ❑Foreign Corporation. CF)Nonprofit Corporation, ❑Foreign Nonprofit Corporation.
❑Limited Liability Company, ❑Foreign Limited Liability Company Limited Partnership, ❑Foreign Limited Partnership.
❑Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: _ y 55 L 0 A 4 . to ,-3C, !� d
City, State, Zip Code: 0a., K la, iA i A2 _,72N_ G .ri County: _6ru,n S toi G �
The mailing address if different from the street address of the registered office currently on file is:
The name of the current registered agent is:
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street:
City, State, Zip Code:
County:_
2. The mailing address if dijjeretrtf um the street address of the new registered office is:
(complete this item only if the address of the registered office is being changer)
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being charged)-
-DC&A naL
Type or Print Name of New Agent • Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This stsiement will be effective upon filing, unless a date and/or time is specified:
This is the day of 120.
510 - 46-q-0uo7
bck t4kak@eas+nc.+wc6c.efim
Brmziu� U,1r`c K 60 LL h_T,/ fIQ60,ra..-r -For Hct.n&oj
Sigrature
'DeaHna �. Prn-}o,�t1, o nggj ve-1 irax�o r
Type or Print Name and Title
Notes: FUI*g fec 6 TS.K This docrmest most be Sled with the Secretary dState.
* Instead of s1gaiq bere, the oew regbbred went may sign a separate xrittea emmmt to the appoinbWat, wkiek mast be attached to this sbtement.
CORPORATIONS DIVISION P. O. BOX 2%22 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

ECS CAROL NAS, L i. P "Setting the Standard for Service"
r id Geotechnical • Construction Materials • Environmental • Facilities NCRegtstptadEn&ewNF6mF-1078
October 7, 2011
Mr. Chris,kussell, P.E.
East Coast Engineering,' P.C.
P:O. Box 2469
Sltiaillotte, North Carolina 28459
Reference: Report of Infiltration Testing
Habitat fdr Humanity Project
Ocean Isle, Brunswick County, North Carolina
ECS Project No. 22.17115
Dear Mr. Russell:
ECS Carolinas, LLP (ECS) recently conducted infiltration testing for the proposed
stormwater best management practice (BMP) areas at the Habitat for Humanity Project
site in Ocean Isle, Brunswick County,.North Carolina. This letter, with attachments, is
the report of our testing.
Field Testing
On October 5, 2011, ECS met with Mr. Allen Lewis with East Coast Engineering, PC
and Mr. Vincent Lewis with NCDENR in order to conduct .an exploration of the
subsurface sail and groundwater conditions at five requested locations shown on the
attached Test Location Plan (Figure 1). The locations were surveyed prior to ECS's
visit. The purpose of this exploration was to obtain subsurface information of the in -
place soils for the proposed. stormwater BMP areas. ECS explored the subsurface soil
and groundwater conditions by advancing one hand auger boring Into, the existing
ground surface at the requested boring locations. ECS visually classified the
subsurface soils and obtained representative samples .of each soil type encountered.
ECS also recorded the groundwaterlevel and the seasonal high water table (SHWT)
observed at the time of the hand auger borings. The attached Infiltration Testing Form
provides a summary of the. subsurface conditions encountered at the hand auger
boring locations.
The groundwater level and the SHWT were estimated at the boring locations below the
existing grade elevation. A summary of the findings are as follows:
u La ation`
Y Water-'LavehM `t�
t6eE4 SHW17% '
1
80�,inches
65 inches
2
48-inches
38 inches
3
48 inches _
Winches
4
40 inches
Winches
5
80 inches
65 inches
ECS has conducted five infiltration tests utilizing a compact constant ;head
permeameter near the hand auger borings to estimate the infiltration rate for the
subsurface soils. Infiltration tests are typically conducted at two feet above the SHWT.
If the SHWT is less than three feet, the tests are conducted at ten inches below the
surface elevation.
7211 Ogden Business Park, Sulte 201, Wilmington, NC 28411 - T: 910-686-9114 • F: 910-686-9666 • www.eeslimited.com
ECS Capftol SeMem PLLC • ECS Carolinas, LLP • ECS Florida, LLC . ECS Midwest, LLC - ECS Mid -Atlantic, LLC • ECS Southeast, LLC • ECS Texas, LLP

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Report of Infritr etion Testing
Habitat for Humanity Project
Ocean Isle, Brunswick County, North Cardin
ECS Project No. 22.17115
October 7, 2011
Field Test Results
Below is a summary of the infiltration test results:
, Location '
E r ;A �Descrfptlun ,� t
� Depth "
F In-chesit l
Y
�:, �
ice_-�
..rr' �y�;• �h'.� u- +.��' �y �
_> t s r. Y f ,r- ..u«..
�+ 'S
6 �,.*.
1
Tan/orange fine to med. SAND
41 inches
13.2
2
White fine to med. SAND
17 inches
18.4
3
White fine to med. SAND
12 inches
22.1
4
White fine to med. SAND
12 inches
19.2
5
Tantoran a fine to med. SAND
41 inches
14.0
Infiltration rates and SHWT may vary within the proposed site due to changes in
elevation and subsurface conditions.
Closure
The activities and evaluative approaches used in this assessment are consistent with
those normally employed in assessments of this type. ECS's testing of site conditions has
been based on our understanding of the project iMormabon and the data obtained during
our field activities.
ECS appreciates the opportunity to provide our services to .you on this project If you
have any questions conceming this report or this project, please contact us at (910) 686-
9114.
Respectfully,
ECS CAROLINAS, LL:P
K. Brooks Wall
Project Manager
s .i. Stamm
Principal
Attachments: Figure 1 Test Location Plan
Infiltration Testing Form
K

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APPROXIMATE TEST LOCATIONS
Habitat for Humanity
Figure 1- Test Location Plan
Ocean Isle, NC
ECS Project # 22.17115
Provided by: East Coast
October 5, 2011
.�+� Engineering, P.C.
Kew
CAMO aNAS

Infiltration Testing Form
Habitat for Humanity Site
Ocean Isle, Brunswick County, North Carolina
ECS Project No. 22.17115
October 5, 2011
Location Depth Soil Description
1 0-25" White fine to med. SAND
25"-80" Tan/orange fine to med. SAND
Seasonal High Water Table was estimated to be at 65 inches below the
existing grade elevation.
Infiltration Rate: 13.2 inches per hour
Test was conducted at 41 inches below existing grade elevation
Groundwater was encountered at 80 inches below the existing grade
elevation.
Location Depth Soil Descriotion
2 0-24" White fine to med. SAND
24"-32" Hardpan
32"-48" Tan fine SAND
Seasonal High Water Table was estimated to be at 38 inches below the
existing grade elevation.
Infiltration Rate: 18.4 inches per hour
Test was conducted at 17 inches below existing grade elevation
Groundwater was encountered at 48 inches below the existing grade
elevation.
Location D_eoth Soil Description
3 0-24" White fine to med. SAND
24"-32" Hardpan
32"-48" Tan fine SAND
Seasonal High Water Table was estimated to be at 36 inches below the
existing grade elevation.
Infiltration Rate: 22.1 inches per hour
Test was conducted at 12 inches below existing grade elevation
Groundwater was encountered at 48 inches below the existing grade
elevation.

Infiltration Testing: Form,
Habitat for Humanity Site
Ocean Isle, Brunswick County, North Carolina
ECS Project No. 22.17115
. October 5, 2011
Location Depth Soil Description
4 0-20" White fine to med. SAND
20"-28" Hardpan
28"-48" Tan fine SAND
Seasonal High Water Table was estimated to be at 30 inches below the
existing grade elevation.
Infiltration Rate: 19.2 inches per hour
Test was conducted at 12 inches below existing grade elevation
Groundwater was encountered at 40 inches below the existing grade
elevation.
Location Depth Soil Description
5 0-25" White fine to med. SAND
25"-80" Tan/orange fine to med. SAND
Seasonal High Water Table was estimated to be at 65 inches below the
existing grade elevation.
Infiltration Rate: 14.0 inches per hour
Test was conducted at 41 inches below existing grade elevation
Groundwater was encountered at 80 inches below the existing grade
elevation.

Central Files: APS SWP
03/20/12
Permit Number SW8120206
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active New Project
Permit Type
Version Permit Classification
State Stormwater
1.00 Individual
Primary Reviewer
chris.baker
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facili
Facility Name
Brunswick County Habitat for Humanity
Location Address
Beach Drive Sw
Ocean Isle Beach NC 28469
Owner
Owner Name
Brunswick County Habitat for Humanity Inc
Dates/Events
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation -
Owner Type
Non -Government
Owner Affiliation
Deanna Antonio
4255 Long Beach Rd
Oak Island
NC 28465
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice issue Effective Expiration
03/20/12 02/09/12 03/20/12 03/20/12 03/20/20
Regulated Activities Requested/Received Events
State Stormwater - HD - Infiltration Deed restriction requested
Deed restriction received
Additional information received
Additional information requested 03/12/12
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin