SW8970515_Historical File_19970923

Date
Design
Andrew and us
A I Lin
Sh et
902 Market St. CONSULTING ENGINEERS, i Wilmington,
N.C. 28401
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AMWAJanuary 15,1997 ,.:TER-
Mr. Forrest Taylor E C E I V E
Elite Homes, Inc. D
7057 #1 Beach Dr. S.W. JUL 2 21997
Ocean Isle Beach, North Carolina 28469 PROJ # D�OS15
RE: Soil Suitability Report --Elite Homes -Seaside Road Tract, Seaside Area, Brunswick
County, North Carolina
Dear Mr. Taylor:
This tract was evaluated to determine the suitability for onsite waste disposal. The
Department of Environment, Health, and Natural Resources, Division of Environmental
Health Regulations, NCAC 130A, Section 1900 were used as a guideline for making this
evaluation. This consultant cannot guarantee issuance of improvement permits for this
tract but will represent its' client to this end.
This tract (-6.5 acres) is located on the west side Seaside Road S.W. (SR 1162)
approximately .3 mile south of the intersection of NC 904 and NC 179, Seaside area,
Brunswick County, North Carolina.
The tract evaluation consisted of borings made across the tract to examine soils. Soil lines
are paced and approximated. Areas of 404 Wetlands were located on the map and have
not been flagged nor reviewed by the U.S. Army Corps of Engineers.
The attached map shows the soil suitability classes and their distribution across the tract.
The following discussion only refers to this tract.
The "YELLOW" areas can be classified as suitable for onsite waste disposal with
conventional septic systems. The estimated seasonal high water table is 36 to 48
inches deep with a permeability rate of 0 and 30 minutes per inch. The dominant
soil type is Wando with loamy sand surfaces over sandy to loamy sand subsoils.

The "GOLD" areas can be classified as provisionally suitable for onsite waste
disposal with shallow conventional and fill septic systems. The estimated seasonal
high water table is 18 to 30 inches deep with a permeability rate of 0 to 30 minutes
per inch. The dominant soil type is wet Wando and Onslow with loamy sand
surfaces over sandy to loamy sand subsoils.
The "BROWN' areas are classified as upland soils unsuitable for onsite waste
disposal due to seasonally high water table within 12 inches of the soil surface and
restrictive horizon within 18 inches of soil surface. The dominant soil type is Leon.
This report should be used as a planning tool for lot layout to insure permit viability on this
tract. A individual plot plan will be needed for each lot subdivided within this tract before
the Health Department can issue a permit. Please contact me if you need additional
information. Thank you for this opportunity to work with you.
MT/mt
Enclosure: Map
Respectfully,
W,,x
Mark Tipp
Licensed Soil Scientist, NC# 1088
�V SOIL SCE
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PRELIMINARY SOIL SUITABILITY / 404 WETLAND MAP
OF THE
ELITE HOMES -SEASIDE ROAD TRACT
SEASIDE AREA - BRUNSWICK COUNTY - NORTH CAROLINA
INDIGO BRANCH
>7gfloa
SCALE V = 200'
JANUARY 14, 1997
SUITABLE SOILS FOR ON -SITE WASTE TREATMENT WITH CONVENTIONAL
CONVENTIONAL SYSTEMS. EST. SEASONAL HIGH WATER TABLE 36-48 INCHES.
EST. PERMEABILITY 0-30 MIN/IN. (WANDO SOILS)
PROVISIONALLY SUITABLE SOILS FOR ON -SITE WASTE TREATMENT WITH SHALLOW
CONVENTIONAL AND FILL SEPTIC SYSTEMS. EST. SEASONAL HIGH WATER TABLE 18-30
INCHES. EST. PERMEABILITY 0-30 MIN/IN. (ONSLOW, WET WANDO SOILS)
UNSUITABLE UPLAND SOILS FOR ON -SITE WASTE TREATMENT DUE TO SOIL WETNESS AND
RESTRICTIVE HORIZON WITHIN 18 IN OF SOIL SURFACE. (LEON SOILS)
LAND MANAGEMENT GROUP, INC.
DRAWN BY. MDT

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ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, NC 28401-4733
REC- EI ED John R. Andrew, P.E.
f J.A. Kuske, P.E.
Sore 4( J. Phillip Norris, P.E.
910-343-9653 / FAX [phone]
I FTTFR f)F TRONCKAITTAI
To: O�r✓K.a.`'l
Date:
9 -.2 — �17
Job No.
4& a 9(
'D01 - X
ri (�c
Subje �:
cu.�GS
WE ARE SENDING YOU VIA 7WCL.LL
g ATTACHED ❑ U DER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑DISKS ❑COPY OF LETTER
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 if you have any difficulty
receiving this mesage.
COPIES
DATE
NO.
DESCRIPTION
'
q�22,ql
Qwpm 4U. Pam. . aap
❑ AS REQUESTED
❑ FOR YOUR USE
❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FORBIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
SIGNED
CONFIDENTIAL AND PRIVILEGED: Information contained in•this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any
dissemination, distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately
notify the sender and return to the address above.

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
August 14, 1997
Mr. Phil Norris, P.E.
Andrew and Kuske
902 Market Street
Wilmington, NC 28401
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970515
Sunset Oaks
Brunswick County
Dear Mr. Norris:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Sunset Oaks on July 22, 1997. A preliminary review of that information
has determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. The vegetated filter detail provided does not represent what you propose. Your outlet piping
is parallel with the spreader, not perpendicular, which will need additional detailing to
represent accurately.
2. The building footprint is not dimensioned, as previously requested. The layout plan does not
show all the building dimensions.
3. Your calculation of drawdown is incorrect. 1720 gal/day equates to 230 cf/day, not 12,865.
There are 7.48 gallons in one cubic foot. At the proposed rate of .4' gal/day/sf, the system
would take about 62 days to drawdown. You must use at least the minimum rate required by
the regulations of .52" per hour.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] & Fax [phone]
An Egnal opportunity Affirmative Action Employer

Mr. Norris
August 14, 1997
Stormwater Project No. SW8 970515
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to September 14, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\970515.AUG
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington. N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

(5)nse� OZIGS
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
1. The minimum bore depth:
2. The type of soil:
SynsQf- & --a�
few gGV- a 17 q
PAP, bo4it,
5
-tZ = 7 t
3. The expected infiltration rate: 5
1hr-
4. The depth to the Seasonal High Water Table:
kof (?nc(quq f h) T
5. Additional comments:
IVU CokS M n!/! eo--
Signature of Regional Office Personnel:
Linda Lewis, DWQ
S:\WQS\STORMWAT\FORMS\INFINVST.FOR
Vincent Lewis, Soil Scientist

Andrew & Kuske
CONSULTING ENGINEERS, INC.
John R. Andrew, P.E.
J.A. Kuske, P.E.
J. Phillip Norris, P.E.
902 Market St.. Wilmington, North Carolina 28401-4733 • Telephone [phone] • Fax [phone]
August 21, 1997
NC DEHNR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Additional Information
Stormwater Project No. SW8 970515
Sunset Oaks, Brunswick County
A&K Project No. 96296
Dear Ms. Lewis:
AUG 2 2 1997
We have received your letter of August 14, 1997 regarding the subject project and are
responding to your comments as follows:
1. The vegetated filter detail has been modified.
2. A dimensioned building footprint is enclosed.
3. The calculations have been revised using the lower rate described for the soil
type. With that data the drawdown time is 7.9 hours.
We have enclosed two revised detail sheets, 1 building footprint and 2 copies of the
revised calculations. Please continue your review for approval.
Sincerely,
ANDREW & KUSKE
CON UL NG ENGINE RS, INC.
J Phillip Norris, P.
PN/sbs
enclosure
cc: William Taylor/Sunset Oaks, L.L.C.
9wf ,

John R. Andrew, P.E.
Andrew & Kuske J.A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
902 Market St. • Wilmington, North Carolina 28401-4733 • Telephone [phone] . Fax [phone]
June 26, i997
NC DEHNR/Div. of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis, Environmental Engineer
Re: Additional Information
Sunset Oaks Condominiums
Stormwater Project No. SW8 970515
A&K Project No. 96296
Dear Ms. Lewis:
STORMWATER
nE C E ► y E
0
I;S
Diu JUL 0 31997
PROJ # A
it
We are responding to your letter of May 23, 1997 as follows:
1. Mr. Taylor is the president of the corporation.
2. Calculations are enclosed.
3. A signed O&M plan is enclosed.
4. It has been noted that no known wetlands exist within the project area.
5. A 50-foot vegetated filter has been added.
6. A layout plan has been included in this package.
7. It has been noted that all roof drains be directed into the infiltration basin.
8. Floor elevations of the buildings have been added.
9. Based on our on -site observations we do not believe that a large amount of off -
site runoff will come onto this site. We have shown this area on the marked up
plan enclosed.
10 A detail has been added for the infiltration area.

Ms. Linda Lewis/Water Quality
June 26, 1997
Page 2
11. We do not see the need for a distribution device due to the narrowness of the
basin. Any significant amount of inflow will be forced by the limited bottom area
to spread from one end to the other.
12. A monitoring well has been added.
13. A detail of the baffle bypass has been added.
We hope that this additional information will allow you to complete your review and
approval of this project. Please let us know if you need any other information.
Sincerely,
ANDREW & KUSKE
CONSUxTING ENGINEXRS, INC.
I. Phillip Norris,4b.E.
JPN/sbs
enclosures
cc: Mr. William Taylor/Sunset Oaks, L.L.C.
96296-2

Ff
(TjT E� :�
John R. Andrew, RE,
Andrew & Kuske u J,A, Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
,e r_
902 Market St. • Wilmington, North Carolina 28401-4733 • Telephone [phone] . Fax [phone]
July 21, 1997
NC DEHNR Wilmington Regional Office
Division of Water Quality/Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Additional Information
Sunset Oaks - Brunswick County
Stormwater Project No. SW8 970515
A&K Project No. 96296
Dear Ms. Lewis:
We have received your letter of July 17, 1997 and are responding as follows:
1. We have enclosed a footprint drawing per your previous request. This was evidently
overlooked in putting the last package together. No wood decks are proposed.
2. We have enclosed a marked -up plan showing the drainage area. Again, this was
inadvertently left out of the last package. We apologize for the inconvenience.
3. We have enclosed a copy of the soils report and other requested information.
4. The basin detail has been corrected to show 4 feet of storage depth. We have
rechecked our calculations and continue to have 14,113 cubic foot of storage.
5. The vegetated filter and flow spreader detail is on sheet C3. Perhaps we did not send
you that drawing either. We have enclosed 3 copies.
6. The side slope has been modified to 4:1.
Please continue your review for approval with this information. Do not hesitate to contact us if
you have further questions or comments.
Sincerely,
ANDREW & KUSKE
ONSU TI ENGINE RS, INC.
J. hillip Norris, P.
N/sbs
cc: Mr. William T aylor

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
July 17, 1997
Mr. Phil Norris, P.E.
Andrew and Kuske
902 Market Street
Wilmington, NC 28401
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970515
Sunset Oaks
Brunswick County
Dear Mr. Norris:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Sunset Oaks on July 3, 1997. A preliminary review of that information
has determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. A typical unit footprint detail, dimensioned, with concrete and wood deck areas shown was
not provided.
2. Your letter indicates that marked up plans showing the drainage area into the system,
including off -site areas, were included with the resubmittal. Only 3 copies of the plans were
received, with no marked up copy.
3. A copy of the soils report, indicating the type of soil, the expected infiltration rate, and the
elevation of the Seasonal High Water Table.
4. Your calculations use a storage depth of 4' to determine if the required volume has been
provided, but the basin detail shows only 3' of depth available. If the depth varies from 3 to
4 feet, then the end area method will be more accurate in determining if the required volume
has been provided. By my calculation, approximately 10,695 cubic feet has been provided
with the current cross-section. Enclosed please .find your original copy of the calculations
which was sent to me.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] Fax [phone]oo4
An Equal Opportunity Affirmative Action Employer

Mr. Norris
July 17, 1997
Stormwater Project No. SW8 970515
5. The vegetated filter .and flow spreader detail is not on the plans.
6. The basin detail indicates a 3:1 slope, but the contours on the plan appear to be spaced at 4:1.
Please clarify. Perhaps by using 4:1, the additional 4,000 cubic feet needed for storage can
be found.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to August 17, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\970515.JUL
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity AlI mative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
May 23, 1997
Mr. Phil Norris, P.E.
Andrew and Kuske
902 Market Street
Wihnington, NC 28401
Subject: ACKNOWLEDGK%U NT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 970515
Sunset Oaks Condominiums
Brunswick County
Dear Mr. Norris:
The Wilmington Regional Office received a Stormwater Management Permit Application for Sunset
Oaks Condominiums on May 7, 1997. A preliminary. review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. What is Mr. Taylor's title? For corporations, someone at least the level of VP must sign the
application.
V 2. No calculations were provided.
- " 3. Provide a signed Operation and Maintenance plan.
4. Delineate all wetlands on site, or note on the plans that none exist.
5. A 50' vegetated filter is required after the bypass. (See enclosed detail).
6. Add the building, king lot, and sidewalk dimension A typical footprint of the building,
to scale, is acceptable. Loca lot,,
s>< w
7. Note on the plans that all roof drains must be directed into the paved area so as to be collected
by the infiltration basin.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone]oo a Fax [phone]
An Equal opportunity Affirmative Action Employer

Mr. Norris
May 23, 1997
Stormwater Project No. SW8 970515
----------------------------------------------
Note the finished floor elevations for the buildings.
({` 9. Note on the plans if there is off -site runoff or not. Spot elevations at Salt Marsh Cove
suggest the possibility of runoff from that site. Please delineate the drainage area into the
basin, including off -site areas.
10. There is an infiltration trench detail on the plans, however, trenches are not proposed. Please
�" � add a detail for the basin section, including bottom and storage elevations, 3:1 slopes, etc.
4 �l � \ 11. Add a distribution device into the basin to evenly distribute the runoff over the entire bottom
area of the pond.
f`
12. Add a monitoring well.
13. Add a detail of the catch basin with baffle bypass. Include pertinent elevations, inlet, outlet,
and bypass piping configuration and inverts, and baffle wall location and top elevation.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to June 23, 1997, 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 have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
/a- , C'�(' A�"-
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\970515.MAY
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

John R. Andrew, P.E.
Andrew & Kuske J.A. Kuske, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E.
902 Market St. • Wilmington, North Carolina 28401-4733 • Telephone [phone] • Fax [phone]
May 2, 1997
NC DEHNR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Sunset Oaks
Brunswick County
A&K Project No. 96296
Dear Ms. Lewis:
MAY 7 1997 f
,v 4?o 5/ S
Enclosed are three sets of plans for the subject project, calculations, the Division
of Water Quality stormwater management permit application and a $385.00
check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW
YGINEERS, I
Vorris, P.E.(
enclosures
cc: William Taylor
9U96SM