SW8060225_COMPLIANCE_20080220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

�MCICM&C ED
TO: NCDENRIDWQ
127 Cardinal Drive Ext.
Wilmington, NC 28405
ATTENTION: Jo Casmer .�
WE ARE SENDING: X Originals Prints
❑ Specifications Calculations
LETTER OF TRANSMITTAL
DATE: Feb. 18, 2008
PROJECT NO: 40980001
TASK NO: 40
RE: ,
Ocean View .st
Chur -SW8-060225-C_rf ation
TRANSMITTAL NO:
1 OF 1
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
1
PE Certification & Checklist (original)
C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See
Action Status Code: 1. No Exceptions Taken
4. Amend & Resubmit
REMARKS: For your records.
2. Make Corrections Noted 3. Other
S. Rejected -See Remarks
243 NORTH FRONT STREET, WILMINGTON, NG 2B401 [phone] FAX [phone] F
cc: John Parker w-encs/John Parker Architects McKIM.8� CREED, PA
File w-encs
Signed
MaCgare Gray

3 rj14 -IYa . _s' i'['� +�� j� 1 �1!� irl, . il' !: li ✓! j�':3' •.t_
f:, ._ •ate v :[_'�' �",. is `.- .. .. .'. «t� :_ '�'i.:. ~` .. ��.en ., �.r-... � -.
� -��i '.4' .. 7� �[,f,.., Lam' ��t . , ..1 '_ .�'r: S1�.r',l;_•4^
r
(r.,�.ji AiSf3h i 1�J. �`[ s°�r7�Ci .•r L,�. [f•.[
t

State Stormwat ' Management Systems
rermit No. SW8 060225
Ocean View United Methodist Church
Stormwater Permit No. SW8 060225
Brunswick County
Designer's Certification
I,4 ir as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
-14a_911Sc C.1
(Project)
for6V_Y W�c i G, CFK1�i (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans -and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
c"Mr`-aru�rz
Registration Number_?
Date o
SEAL
CA
,20 �0 �9<
Q SEAL _
025503
,If, RD PI_
Page 6 of 7

fill
•
_
cu
�,
``nn
iti.
CE'
t
rLs
t'Uj
t�
• .ii
1
(4�
�r'

`7
State Storm ter Management Systems
Permit No. SW8 060225
Certification Requirements:
t-fyl 1.
The drainage area to the system contains approximately the permitted
acreage.
�2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
�3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
All roof drains are located such that the runoff is directed into the systern.
5.
The bypass structure elevations are per the approved plan.
6.
The bypass structure is located per the approved plans.
7.
A Trash Rack is provided on the outlet/bypass structure.
�8.
All slopes are grassed with permanent vegetation.
_9. Vegetated slopes are no steeper than 3:1.
AA 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
q&A-11. The permitted amounts of surface area and/or volume have been
provided.
CIA
_12. All required design depths are. provided.
13. All required parts of the system are provided.
WA-11 The required system dimensions are provided per the approved plans.
-0c: N6D:EN D1rRY Q- REgiohai _3ffi6e.
Brunswick County Building Inspections
Page 7 of 7

INFILTRATION TRENCH ANALYSIS
Filename: S:IWPDATAIWQSIINTRENCH1060225
Project # SW8 060225 Date
Project Name Ocean View United Methodist Church Reviewer
Recvng Stream Intracoastal Waterway Classification
Drainage Basin Lumber River Index #
Site Area 1.83 acres Drainage Area
Impervious Area Calculation
Buildings 10454
Streets
OS Prkg
OS sidewalks
Total
Volume/Storage Calculation
If Rational Method is used, place a 1 in this box 0
Required
Provided
Design Storm
RV
Volume to Store
Pipe Diameter
Length Of a Single run of Pipe
Number of Pipe Runs in Trench
Storage in Piping
Total Storage in Piping
Cross -Sectional Area Of Pipe Runs
Length Of Trench
Width Of Trench
Height Of Trench
Cross -Sectional Area Of Trench
Voids Volume, 40%
Total Voids Volume
Total Volume Provided
Elevation Of Bottom Of Trench
Elevation Of SHWT
Overflow Elevation
ExHitration Rate / Drawdown
Reported Hydraulic Conductivity
Bottom Surface Area
Drawdown Time
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
26-May-06
R. Hall
SA; HOW
15-25
79,715 SF
1.83 Acres
Rational Cc (list C after each BUA)
1
1
1
% Impervious:
Cc- 0.30
3 in
0.17
t34
9��CF
13.1%
Pipe Size 9
Pipe Size 2
1
1 Feet
225
225 Feet
1
1 each
177
177 Cubic Feet
Cubic Feet
0.785
0.785 SF
225
225
9
9 Feet
2
2 Feet
18.00
18.00 SF
1549
1549
CF
3499
CF
3452-:
Cubic Feet
14.75 Mean Sea Level
12.75 Mean Sea Level
16.75 Mean Sea Level
2.9 Cubic Feet Per Hour Per Sq Ft
4050.0 Square Feet
hours
0.18 CFS
3.2625 CFS Must be > Or
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
2109.21 CF < 3452 CF

INFILTRATION SITE VISIT: REQUEST
Name of the Project. Ocean View United Methodist Church
Location -(attach"a-clear.vteinity-map)-600 -Yaupon-Drive--Oak Island, NC 28465
-- - street address. SR number, community, etc.
Directions from the nearest major intersection: see attached ma w/directions from Hwy 133
Own er/Applicant' Name: Ocean View United Methodist Church .
Consultant. Name: Margaret A. Gray, McKim & Creed, P.A. .
Consultant Contact Information : mg rcraay(abm_-ckimcreed.com
Phone, fax, email, etc.
#1. #2 #3' #4 45 -#6 #7 #8
Existing ground elev. @basinitrench = 18
Bottom Elev. of infiltration basin/trench =16
Existing ground minus bottom elev. = 2
Add 2' (max. bottom elevation) = 4 (14)
Date/Time of Soils Investigation: F', • Msi 13 2aj5 ( on �V Seeoot e
Summarv/Comments:
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these -areas -are -not -flagged -,-the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system,will be located in an area of existing
payement.and there is no open area nearby-egdipment_capable of. breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate. professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
...design requirements under NCAC 2H.1000, and assumes no. liability should the system fail.
_ev& I
Ile